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HomeMy WebLinkAbout20240917 CC RM Packet AGENDA City Council Regular Meeting Tuesday, September 17, 2024 7:00 PM Council Chambers 1. CALL TO ORDER/PLEDGE OF ALLEGIANCE 2. APPROVAL OF AGENDA 3. PRESENTATIONS, PROCLAMATIONS AND ACKNOWLEDGMENTS a. Special Event Update – Food Truck Festival 4. RESPONSE TO PUBLIC COMMENT 5. PUBLIC COMMENT Individuals will be allowed to address the Council on subjects that are not a part of the meeting agenda. Typically, replies to the concerns expressed will be made via letter or phone call within a week or at the following council meeting. 6. CONSENT AGENDA a. Bill Listings b. Minutes of the September 3, 2024 Regular Meeting Minutes c. Minutes of the September 3, 2024 Work Session Proceedings d. Approval of an Encroachment Agreement for the property at 14372 Davenport Avenue e. Request by RGA Holdings, LLC to rezone 211 acres of land from AG-Agriculture to B2- Employment. f. Approve Permanent Easement - Akron Avenue g. BMR (Frana) Addition Accept Public Improvements 7. PUBLIC HEARINGS a. Request by Independent School District 196 for approval of a Rezoning, Conditional Use Permit, Preliminary and Final Plats, Site Plan and Building Design Review, and a Zoning Ordinance Text Amendment to allow for a school with various sports fields and play areas to be built on site 8. UNFINISHED BUSINESS 9. NEW BUSINESS a. Request by Kwik Trip for Approval of a Conditional Use Permit Page 1 of 349 b. Establish Preliminary 2025 Budget, Levy, and CIP 10. ANNOUNCEMENTS a. City Staff Updates b. Upcoming Community Calendar 11. ADJOURNMENT Page 2 of 349 EXECUTIVE SUMMARY City Council Regular Meeting: September 17, 2024 AGENDA ITEM: Special Event Update – Food Truck Festival AGENDA SECTION: PRESENTATIONS, PROCLAMATIONS AND ACKNOWLEDGMENTS PREPARED BY: Dan Schultz, Parks & Recreation Director AGENDA NO. 3.a. ATTACHMENTS: APPROVED BY: LJM RECOMMENDED ACTION: None, update only. BACKGROUND The 2024 Food Truck Festival will take place on Saturday, September 21 from 4pm – 9pm in Central Park. The event will include 16 food trucks, live music and beer sales will be available. Event information is available at the City’s web site and on social media. RECOMMENDATION None, update only. Page 3 of 349 9-04-2024 11:39 AM A/P PAYMENT REGISTER PAGE: 1 PACKET: 07110 08/30/2024 AP AUTOPAYS VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01-001328 MN ENERGY RESOURCES CORP I 0502350036-1 7/24 PW BUILDINGS-1ST METER APBNK 8/30/2024 D 8/08/2024 37.55 37.55CR G/L ACCOUNT CK: 002028 37.55 101 41940-01-383.00 GAS UTILITIES 37.55 PW BUILDINGS-1ST METER I 0502574702-1 7/24 WELL #9 APBNK 8/30/2024 D 8/08/2024 20.25 20.25CR G/L ACCOUNT CK: 002028 20.25 601 49409-01-383.00 GAS UTILITIES 20.25 WELL #9 I 0502798212-1 7/24 FIRE STATION #1 APBNK 8/30/2024 D 8/08/2024 37.61 37.61CR G/L ACCOUNT CK: 002028 37.61 101 41940-01-383.00 GAS UTILITIES 37.61 FIRE STATION #1 I 0504510160-1 7/24 CENTRAL PARK BUILDING APBNK 8/30/2024 D 8/08/2024 18.00 18.00CR G/L ACCOUNT CK: 002028 18.00 101 45202-01-383.00 GAS UTILITIES 18.00 CENTRAL PARK BUILDING I 0504741418-1 7/24 RSMT SC-ASSEMBLY HALL APBNK 8/30/2024 D 8/08/2024 18.00 18.00CR G/L ACCOUNT CK: 002028 18.00 101 45100-30-383.00 GAS UTILITIES 18.00 RSMT SC-ASSEMBLY HALL I 0505173085-1 7/24 WELL #8 APBNK 8/30/2024 D 8/08/2024 18.00 18.00CR G/L ACCOUNT CK: 002028 18.00 601 49408-01-383.00 GAS UTILITIES 18.00 WELL #8 I 0505316075-1 7/24 JAYCEE PARK SHELTER APBNK 8/30/2024 D 8/08/2024 13.30 13.30CR G/L ACCOUNT CK: 002028 13.30 101 45202-01-383.00 GAS UTILITIES 13.30 JAYCEE PARK SHELTER I 0506007839-1 7/24 CH,CARPENTER SHOP,GENERATOR APBNK 8/30/2024 D 8/08/2024 651.64 651.64CR G/L ACCOUNT CK: 002028 651.64 101 41940-01-383.00 GAS UTILITIES 651.64 CH,CARPENTER SHOP,GENERATOR DRAFTS 1 814.35 814.35CR 0.00 814.35 0.00 ------------------------------------------------------------------------------------------------------------------------------------ Page 4 of 349 9-04-2024 11:39 AM A/P PAYMENT REGISTER PAGE: 2 PACKET: 07110 08/30/2024 AP AUTOPAYS VENDOR SET: 01 =================================================== R E P O R T T O T A L S =================================================== F U N D D I S T R I B U T I O N FUND NO# FUND NAME AMOUNT ---------------------------------------------------------- 101 GENERAL FUND 776.10CR 601 WATER UTILITY FUND 38.25CR ** TOTALS ** 814.35CR ==================================================================================================================================== ---- TYPE OF CHECK TOTALS ---- GROSS PAYMENT OUTSTANDING NUMBER BALANCE DISCOUNT HAND CHECKS 0.00 0.00 0.00 0.00 0.00 DRAFTS 1 814.35 814.35CR 0.00 814.35 0.00 REG-CHECKS 0.00 0.00 0.00 0.00 0.00 EFT 0.00 0.00 0.00 0.00 0.00 NON-CHECKS 0.00 0.00 0.00 0.00 0.00 ALL CHECKS 1 814.35 814.35CR 0.00 814.35 0.00 TOTAL CHECKS TO PRINT: 0 ------------------------------------------------------------------------------------------------------------------------------------ ERRORS:0 WARNINGS: 0 9/12/2024 Page 5 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 1 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01-004186 ADVANCE AUTO PARTS I 1596-ID-390518 BATTERY WITH CORE RETURN APBNK 9/12/2024 R 8/01/2024 165.37 165.37CR G/L ACCOUNT CK: 156581 165.37 101 43100-01-221.00 EQUIPMENT PARTS 165.37 BATTERY WITH CORE RETURN I 1596-ID-390519 TOOLS APBNK 9/12/2024 R 8/01/2024 39.96 39.96CR G/L ACCOUNT CK: 156581 39.96 601 49400-01-241.00 SMALL TOOLS 39.96 TOOLS I 1596-ID-390522 ADDITIVES APBNK 9/12/2024 R 8/01/2024 41.97 41.97CR G/L ACCOUNT CK: 156581 41.97 101 43100-01-213.00 LUBRICANTS & ADDITIVES 41.97 ADDITIVES I 1596-ID-390655 CLEANING SUPPLIES APBNK 9/12/2024 R 8/05/2024 391.10 391.10CR G/L ACCOUNT CK: 156581 391.10 101 43100-01-211.00 CLEANING SUPPLIES 391.10 CLEANING SUPPLIES I 1596-ID-390700 SUPPLIES & PARTS APBNK 9/12/2024 R 8/05/2024 182.51 182.51CR G/L ACCOUNT CK: 156581 182.51 101 43100-01-221.00 EQUIPMENT PARTS 34.96 SUPPLIES & PARTS 101 43100-01-215.00 SHOP MATERIALS 147.55 SUPPLIES & PARTS I 1596-ID-390715 PARTS APBNK 9/12/2024 R 8/06/2024 137.00 137.00CR G/L ACCOUNT CK: 156581 137.00 101 43100-01-221.00 EQUIPMENT PARTS 137.00 PARTS I 1596-ID-390740 PARTS APBNK 9/12/2024 R 8/06/2024 8.99 8.99CR G/L ACCOUNT CK: 156581 8.99 101 43100-01-221.00 EQUIPMENT PARTS 8.99 PARTS I 1596-ID-390817 PARTS APBNK 9/12/2024 R 8/08/2024 6.19 6.19CR G/L ACCOUNT CK: 156581 6.19 101 43100-01-221.00 EQUIPMENT PARTS 6.19 PARTS I 1596-ID-390949 BATTERY WITH CORE RETURN APBNK 9/12/2024 R 8/12/2024 119.25 119.25CR G/L ACCOUNT CK: 156581 119.25 101 43100-01-221.00 EQUIPMENT PARTS 119.25 BATTERY WITH CORE RETURN I 1596-ID-390968 PARTS & ADDITIVES APBNK 9/12/2024 R 8/12/2024 24.59 24.59CR G/L ACCOUNT CK: 156581 24.59 101 43100-01-221.00 EQUIPMENT PARTS 10.60 PARTS & ADDITIVES 101 43100-01-213.00 LUBRICANTS & ADDITIVES 13.99 PARTS & ADDITIVES I 1596-ID-390976 PARTS APBNK 9/12/2024 R 8/12/2024 15.45 15.45CR G/L ACCOUNT CK: 156581 15.45 101 43100-01-221.00 EQUIPMENT PARTS 15.45 PARTS Page 6 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 2 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ I 1596-ID-391029 PARTS APBNK 9/12/2024 R 8/13/2024 91.02 91.02CR G/L ACCOUNT CK: 156581 91.02 101 43100-01-221.00 EQUIPMENT PARTS 91.02 PARTS I 1596-ID-391081 PARTS APBNK 9/12/2024 R 8/14/2024 43.30 43.30CR G/L ACCOUNT CK: 156581 43.30 101 43100-01-221.00 EQUIPMENT PARTS 43.30 PARTS I 1596-ID-391144 PARTS APBNK 9/12/2024 R 8/15/2024 54.63 54.63CR G/L ACCOUNT CK: 156581 54.63 101 43100-01-221.00 EQUIPMENT PARTS 54.63 PARTS I 1596-ID-391148 ADDITIVES APBNK 9/12/2024 R 8/15/2024 111.58 111.58CR G/L ACCOUNT CK: 156581 111.58 101 43100-01-213.00 LUBRICANTS & ADDITIVES 111.58 ADDITIVES I 1596-ID-391223 PARTS APBNK 9/12/2024 R 8/16/2024 8.60 8.60CR G/L ACCOUNT CK: 156581 8.60 101 43100-01-221.00 EQUIPMENT PARTS 8.60 PARTS I 1596-ID-391312 PARTS APBNK 9/12/2024 R 8/19/2024 136.46 136.46CR G/L ACCOUNT CK: 156581 136.46 101 43100-01-221.00 EQUIPMENT PARTS 136.46 PARTS I 1596-ID-391385 PARTS APBNK 9/12/2024 R 8/20/2024 204.24 204.24CR G/L ACCOUNT CK: 156581 204.24 101 43100-01-221.00 EQUIPMENT PARTS 204.24 PARTS I 1596-ID-391411 LUBE, SUPPLIES & PARTS APBNK 9/12/2024 R 8/21/2024 256.34 256.34CR G/L ACCOUNT CK: 156581 256.34 101 43100-01-213.00 LUBRICANTS & ADDITIVES 80.37 LUBE, SUPPLIES & PARTS 101 43100-01-215.00 SHOP MATERIALS 54.44 LUBE, SUPPLIES & PARTS 101 43100-01-221.00 EQUIPMENT PARTS 121.53 LUBE, SUPPLIES & PARTS I 1596-ID-391423 SUPPLIES APBNK 9/12/2024 R 8/21/2024 54.44 54.44CR G/L ACCOUNT CK: 156581 54.44 101 43100-01-215.00 SHOP MATERIALS 54.44 SUPPLIES I 1596-ID-391509 PARTS APBNK 9/12/2024 R 8/22/2024 15.92 15.92CR G/L ACCOUNT CK: 156581 15.92 101 43100-01-221.00 EQUIPMENT PARTS 15.92 PARTS I 1596-ID-391547 PARTS APBNK 9/12/2024 R 8/23/2024 2.00 2.00CR G/L ACCOUNT CK: 156581 2.00 101 43100-01-221.00 EQUIPMENT PARTS 2.00 PARTS I 1596-ID-391649 ADDITIVES APBNK 9/12/2024 R 8/26/2024 41.97 41.97CR G/L ACCOUNT CK: 156581 41.97 101 43100-01-213.00 LUBRICANTS & ADDITIVES 41.97 ADDITIVES Page 7 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 3 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ I 1596-ID-391740 PARTS APBNK 9/12/2024 R 8/28/2024 56.64 56.64CR G/L ACCOUNT CK: 156581 56.64 101 43100-01-221.00 EQUIPMENT PARTS 56.64 PARTS I 1596-ID-391759 PARTS APBNK 9/12/2024 R 8/28/2024 113.16 113.16CR G/L ACCOUNT CK: 156581 113.16 101 43100-01-221.00 EQUIPMENT PARTS 113.16 PARTS I 1596-ID-391813 SHOP SUPPLIES APBNK 9/12/2024 R 8/29/2024 147.20 147.20CR G/L ACCOUNT CK: 156581 147.20 101 43100-01-215.00 SHOP MATERIALS 147.20 SHOP SUPPLIES I 1596-ID-391865 PARTS APBNK 9/12/2024 R 8/30/2024 28.68 28.68CR G/L ACCOUNT CK: 156581 28.68 101 43100-01-221.00 EQUIPMENT PARTS 28.68 PARTS REG. CHECK 1 2,498.56 2,498.56CR 0.00 2,498.56 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-006163 AMPION PBC I 2024090001244766 JUL'24 SOLAR SUBSCRIPTIONS APBNK 9/12/2024 R 9/01/2024 2,417.93 2,417.93CR G/L ACCOUNT CK: 156584 2,417.93 101 41940-01-381.00 ELECTRIC UTILITIES 262.91 JUL'24 SOLAR SUBSCRIPTIONS 601 49407-01-381.00 ELECTRIC UTILITIES 1,036.21 JUL'24 SOLAR SUBSCRIPTIONS 601 49410-01-381.00 ELECTRIC UTILITIES 1,118.81 JUL'24 SOLAR SUBSCRIPTIONS REG. CHECK 1 2,417.93 2,417.93CR 0.00 2,417.93 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-003728 AREHART PAINTING INC I 090824 UMORE SCOREBOARD POSTS APBNK 9/12/2024 R 9/08/2024 400.00 400.00CR G/L ACCOUNT CK: 156585 400.00 205 49005-01-541.00 IMPROVEMENTS OTHER THAN BLDGS 400.00 UMORE SCOREBOARD POSTS REG. CHECK 1 400.00 400.00CR 0.00 400.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-001219 ASCAP I 100006265287 2024 LICENSE FEE APBNK 9/12/2024 R 12/20/2023 477.00 477.00CR G/L ACCOUNT CK: 156586 477.00 101 45100-01-433.00 DUES & SUBSCRIPTIONS 477.00 2024 LICENSE FEE Page 8 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 4 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ REG. CHECK 1 477.00 477.00CR 0.00 477.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-005657 AT&T MOBILITY I X09032024 PD SQUAD INTERNET & CELL PHONE APBNK 9/12/2024 R 8/25/2024 2,599.54 2,599.54CR G/L ACCOUNT CK: 156587 2,599.54 101 42110-01-329.00 OTHER COMMUNICATION COSTS 2,599.54 SQUAD INTERNET & CELL PHONES I X09032024 PW SCADA DIALER APBNK 9/12/2024 R 8/25/2024 524.56 524.56CR G/L ACCOUNT CK: 156587 524.56 601 49400-01-321.00 TELEPHONE COSTS 174.85 SCADA DIALER 602 49450-01-321.00 TELEPHONE COSTS 174.85 SCADA DIALER 603 49500-01-321.00 TELEPHONE COSTS 174.86 SCADA DIALER REG. CHECK 1 3,124.10 3,124.10CR 0.00 3,124.10 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-004368 AXON ENTERPRISE INC I INUS277071 BASIC LICENSE BUNDLE APBNK 9/12/2024 R 9/01/2024 180.00 180.00CR G/L ACCOUNT CK: 156588 180.00 207 49007-01-575.00 OTHER EQUIPMENT PURCHASES 180.00 BASIC LICENSE BUNDLE I INUS277087 EVIDENCE.COM LICENSES APBNK 9/12/2024 R 9/01/2024 1,348.35 1,348.35CR G/L ACCOUNT CK: 156588 1,348.35 207 49007-01-575.00 OTHER EQUIPMENT PURCHASES 1,348.35 EVIDENCE.COM LICENSES REG. CHECK 1 1,528.35 1,528.35CR 0.00 1,528.35 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-006126 BEAUDRY OIL & PROPANE I 2691675 1,800 GAL DIESEL FUEL APBNK 9/12/2024 R 8/20/2024 5,736.52 5,736.52CR G/L ACCOUNT CK: 156589 5,736.52 101 43100-01-212.00 MOTOR FUELS 5,736.52 1,800 GAL DIESEL FUEL I 2697702 2992.8 GAL UNLEADED FUEL APBNK 9/12/2024 R 8/28/2024 7,585.67 7,585.67CR G/L ACCOUNT CK: 156589 7,585.67 101 43100-01-212.00 MOTOR FUELS 7,585.67 2992.8 GAL UNLEADED FUEL I 2699110 2000 GAL DIESEL FUEL APBNK 9/12/2024 R 8/28/2024 5,477.91 5,477.91CR G/L ACCOUNT CK: 156589 5,477.91 101 43100-01-212.00 MOTOR FUELS 5,477.91 2000 GAL DIESEL FUEL Page 9 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 5 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ I 2699560 200 GAL DIESEL FUEL APBNK 9/12/2024 R 8/20/2024 573.99 573.99CR G/L ACCOUNT CK: 156589 573.99 101 43100-01-212.00 MOTOR FUELS 573.99 200 GAL DIESEL FUEL REG. CHECK 1 19,374.09 19,374.09CR 0.00 19,374.09 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-005998 BELAIR BUILDERS INC I 2024-0581 ROSEMOUNT PD/PW PROJECT APBNK 9/12/2024 R 8/31/2024 59,698.70 59,698.70CR G/L ACCOUNT CK: 156590 59,698.70 421 48000-01-521.00 BUILDING & STRUCTURE PURCHASES 59,698.70 ROSEMOUNT PD/PW PROJECT REG. CHECK 1 59,698.70 59,698.70CR 0.00 59,698.70 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-004321 BHE COMMUNITY SOLAR LLC I 12124610 JUL'24 SOLAR SUBSCIPTIONS APBNK 9/12/2024 R 8/22/2024 3,019.49 3,019.49CR G/L ACCOUNT CK: 156591 3,019.49 601 49409-01-381.00 ELECTRIC UTILITIES 2,531.35 JUL'24 SOLAR SUBSCIPTIONS 601 49425-01-381.00 ELECTRIC UTILITIES 488.14 JUL'24 SOLAR SUBSCIPTIONS REG. CHECK 1 3,019.49 3,019.49CR 0.00 3,019.49 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-004012 BOLTON & MENK INC I 0343481 PICKLEBALL / DOG PARK APBNK 9/12/2024 R 8/26/2024 3,915.00 3,915.00CR G/L ACCOUNT CK: 156592 3,915.00 205 49005-01-540.00 IMPROVEMENTS OTHER THAN BLDGS 3,915.00 PICKLEBALL / DOG PARK REG. CHECK 1 3,915.00 3,915.00CR 0.00 3,915.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-021815 BRAUN INTERTEC CORP I B397497 PW/PD CAMPUS PROJECT APBNK 9/12/2024 R 8/26/2024 3,561.50 3,561.50CR G/L ACCOUNT CK: 156593 3,561.50 421 48000-01-303.00 ENGINEERING FEES 3,561.50 PW/PD CAMPUS PROJECT I B398598 MATERIAL TESTING - AKRON SO APBNK 9/12/2024 R 9/05/2024 870.00 870.00CR G/L ACCOUNT CK: 156593 870.00 483 48000-01-303.00 ENGINEERING FEES 870.00 MATERIAL TESTING - AKRON SOUTH Page 10 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 6 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ REG. CHECK 1 4,431.50 4,431.50CR 0.00 4,431.50 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-002665 BRIDGE TOWER OPCO, LLC I 745684060 WELL #17 DRILLING-BID OPENI APBNK 9/12/2024 R 3/22/2024 302.82 302.82CR G/L ACCOUNT CK: 156594 302.82 601 49400-01-352.00 GENERAL NOTICES & PUBLIC INFO 302.82 WELL #17 DRILLING-BID OPENING REG. CHECK 1 302.82 302.82CR 0.00 302.82 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-006248 BLAKE BURRIDGE I 2024-0549 PERMIT 6038-DAMAGE DEPOSIT APBNK 9/12/2024 R 9/03/2024 300.00 300.00CR G/L ACCOUNT CK: 156595 300.00 101 22005 REFUNDS PAYABLE - P&R 300.00 PERMIT 6038-DAMAGE DEPOSIT REG. CHECK 1 300.00 300.00CR 0.00 300.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-002164 CARCIOFINI COMPANY INC I 2024-0582 ROSEMOUNT PD/PW PROJECT APBNK 9/12/2024 R 8/31/2024 19,086.92 19,086.92CR G/L ACCOUNT CK: 156596 19,086.92 421 48000-01-521.00 BUILDING & STRUCTURE PURCHASES 19,086.92 ROSEMOUNT PD/PW PROJECT REG. CHECK 1 19,086.92 19,086.92CR 0.00 19,086.92 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-004169 CCP NI MASTER TENANT 4, LLC I JUL 2024 JUL'24 SOLAR SUBSCRIPTIONS APBNK 9/12/2024 R 8/16/2024 4,264.11 4,264.11CR G/L ACCOUNT CK: 156597 4,264.11 101 41940-01-381.00 ELECTRIC UTILITIES 1,475.50 JUL'24 SOLAR SUBSCRIPTIONS 601 49414-01-381.00 ELECTRIC UTILITIES 2,092.58 JUL'24 SOLAR SUBSCRIPTIONS 601 49407-01-381.00 ELECTRIC UTILITIES 696.03 JUL'24 SOLAR SUBSCRIPTIONS REG. CHECK 1 4,264.11 4,264.11CR 0.00 4,264.11 0.00 ------------------------------------------------------------------------------------------------------------------------------------ Page 11 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 7 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01-002078 CDW GOVERNMENT INC I AA3UN4K PC RAM - UB APBNK 9/12/2024 R 8/28/2024 123.82 123.82CR G/L ACCOUNT CK: 156598 123.82 601 49400-01-393.00 P.C. HARDWARE PURCHASES 61.91 PC RAM - UB 602 49450-01-393.00 P.C. HARDWARE PURCHASES 61.91 PC RAM - UB REG. CHECK 1 123.82 123.82CR 0.00 123.82 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-000717 CEMSTONE PRODUCTS CO I 7463118 CONCRETE FOR SIDEWALK APBNK 9/12/2024 R 6/07/2024 1,590.00 1,590.00CR G/L ACCOUNT CK: 156599 1,590.00 101 43121-01-410.00 CONCRETE SIDEWALK/CURB REPAIRS 1,590.00 CONCRETE FOR SIDEWALK I 7466376 CONCRETE FOR SIDEWALK APBNK 9/12/2024 R 6/11/2024 2,120.90 2,120.90CR G/L ACCOUNT CK: 156599 2,120.90 101 43121-01-410.00 CONCRETE SIDEWALK/CURB REPAIRS 2,120.90 CONCRETE FOR SIDEWALK I 7513924 CONCRETE FOR SIDEWALK APBNK 9/12/2024 R 7/24/2024 1,681.50 1,681.50CR G/L ACCOUNT CK: 156599 1,681.50 101 43121-01-410.00 CONCRETE SIDEWALK/CURB REPAIRS 1,681.50 CONCRETE FOR SIDEWALK I 7517946 CONCRETE FOR SIDEWALK APBNK 9/12/2024 R 7/26/2024 1,302.50 1,302.50CR G/L ACCOUNT CK: 156599 1,302.50 101 43121-01-410.00 CONCRETE SIDEWALK/CURB REPAIRS 1,302.50 CONCRETE FOR SIDEWALK REG. CHECK 1 6,694.90 6,694.90CR 0.00 6,694.90 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-000424 CERTIFIED RECYCLING LLC I 82549 RECYCLING ROADSIDE TRASH APBNK 9/12/2024 R 8/19/2024 580.00 580.00CR G/L ACCOUNT CK: 156600 580.00 101 43121-01-384.00 REFUSE DISPOSAL 580.00 RECYCLING ROADSIDE TRASH REG. CHECK 1 580.00 580.00CR 0.00 580.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ Page 12 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 8 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01-001576 CG MARKETING GROUP I 105996 BUSINESS CARDS-PD APBNK 9/12/2024 R 9/05/2024 248.12 248.12CR G/L ACCOUNT CK: 156601 248.12 101 42110-01-203.00 PRINTED FORMS & PAPER 248.12 BUSINESS CARDS-PD REG. CHECK 1 248.12 248.12CR 0.00 248.12 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-005542 CHARTER COMMUNICATIONS I 113140301081424 FIRE STATION 2 CABLE APBNK 9/12/2024 R 8/14/2024 148.68 148.68CR G/L ACCOUNT CK: 156602 148.68 101 42210-01-439.00 OTHER MISCELLANEOUS CHARGES 148.68 FIRE STATION 2 CABLE I 175314201082124 FIRE STATION 1 CABLE APBNK 9/12/2024 R 8/21/2024 16.88 16.88CR G/L ACCOUNT CK: 156602 16.88 101 42210-01-439.00 OTHER MISCELLANEOUS CHARGES 16.88 FIRE STATION 1 CABLE REG. CHECK 1 165.56 165.56CR 0.00 165.56 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-030908 CITY OF APPLE VALLEY I 7936 LAPTOP/CAMERA CABLE COMM APBNK 9/12/2024 R 7/24/2024 687.99 687.99CR G/L ACCOUNT CK: 156603 687.99 220 49020-01-580.00 OTHER EQUIPMENT PURCHASES 687.99 LAPTOP/CAMERA CABLE COMM REG. CHECK 1 687.99 687.99CR 0.00 687.99 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-004694 CITY OF INVER GROVE HTS I 24-04 FF II TRAINING APBNK 9/12/2024 R 8/08/2024 1,425.00 1,425.00CR G/L ACCOUNT CK: 156604 1,425.00 101 42210-01-308.00 INSTRUCTORS' FEES 1,425.00 FF II TRAINING REG. CHECK 1 1,425.00 1,425.00CR 0.00 1,425.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ Page 13 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 9 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01-031370 COLLINS ELECTRICAL I 2432572.01 LIGHT REPAIR ERICKSON PARK APBNK 9/12/2024 R 9/03/2024 5,149.22 5,149.22CR G/L ACCOUNT CK: 156605 5,149.22 101 45202-01-403.00 CONTRACTED R & M-OTHER IMPROV 5,149.22 LIGHT REPAIR ERICKSON PARK REG. CHECK 1 5,149.22 5,149.22CR 0.00 5,149.22 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-031530 COMPUTER INTEGRATION TECH I 383222 EMAIL ENCRYTPTION FIX APBNK 9/12/2024 R 8/21/2024 264.00 264.00CR G/L ACCOUNT CK: 156606 264.00 101 41320-01-395.00 P.C. REPAIRS 264.00 EMAIL ENCRYTPTION FIX I 383923 MFA CONFIGURATION AND SETUP APBNK 9/12/2024 R 8/31/2024 914.60 914.60CR G/L ACCOUNT CK: 156606 914.60 101 41320-01-319.00 OTHER PROFESSIONAL SERVICES 914.60 MFA CONFIGURATION AND SETUP REG. CHECK 1 1,178.60 1,178.60CR 0.00 1,178.60 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-004277 CORE & MAIN LP I V473677 METERS, RADIOS, FLANGE KITS APBNK 9/12/2024 R 8/20/2024 38,616.46 38,616.46CR G/L ACCOUNT CK: 156607 38,616.46 601 49400-01-220.00 METER PURCHASES 38,616.46 METERS, RADIOS, FLANGE KITS I V505289 GV KEYS & CHINA HATS APBNK 9/12/2024 R 8/23/2024 1,438.32 1,438.32CR G/L ACCOUNT CK: 156607 1,438.32 601 49400-01-229.00 OTHER MAINTENANCE SUPPLIES 1,438.32 GV KEYS & CHINA HATS I V549076 8" GATE VALVE AND PARTS APBNK 9/12/2024 R 9/03/2024 2,607.71 2,607.71CR G/L ACCOUNT CK: 156607 2,607.71 601 49400-01-229.00 OTHER MAINTENANCE SUPPLIES 2,607.71 8" GATE VALVE AND PARTS REG. CHECK 1 42,662.49 42,662.49CR 0.00 42,662.49 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-031577 CORPORATE MECHANICAL INC I C002401 SEPT. BILLING - MAINTENANCE APBNK 9/12/2024 R 9/04/2024 1,925.00 1,925.00CR G/L ACCOUNT CK: 156608 1,925.00 101 45100-01-404.00 CONTRACTED MACH & EQUIP R & M 962.50 SEPT. BILLING - MAINTENANCE Page 14 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 10 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ 650 45130-01-404.00 CONTRACTED MACH & EQUIP R & M 962.50 SEPT. BILLING - MAINTENANCE REG. CHECK 1 1,925.00 1,925.00CR 0.00 1,925.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-001023 CRAWFORD DOOR SALES CO I 54439 GARAGE DOOR REPAIR APBNK 9/12/2024 R 8/29/2024 1,486.00 1,486.00CR G/L ACCOUNT CK: 156609 1,486.00 101 41940-01-401.00 CONTRACTED BUILDING REPAIRS 1,486.00 GARAGE DOOR REPAIR REG. CHECK 1 1,486.00 1,486.00CR 0.00 1,486.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-031880 CROWN RENTAL I 414348-2 PROPANE TANK FILL APBNK 9/12/2024 R 8/28/2024 30.00 30.00CR G/L ACCOUNT CK: 156610 30.00 101 43100-01-212.00 MOTOR FUELS 30.00 PROPANE TANK FILL I 414644-2 BACKHOE EXCAVATOR RENTAL APBNK 9/12/2024 R 9/04/2024 557.15 557.15CR G/L ACCOUNT CK: 156610 557.15 603 49500-01-416.00 MACHINERY RENTAL 557.15 BACKHOE EXCAVATOR RENTAL REG. CHECK 1 587.15 587.15CR 0.00 587.15 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-004437 CUSTOM CAP & TIRE I 270069535 4 TIRES APBNK 9/12/2024 R 8/28/2024 610.80 610.80CR G/L ACCOUNT CK: 156611 610.80 101 43100-01-222.00 TIRES 610.80 4 TIRES REG. CHECK 1 610.80 610.80CR 0.00 610.80 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-040180 DAK COUNTY FIRE I 2024-0551 2024 ANNUAL DUES APBNK 9/12/2024 R 8/20/2024 100.00 100.00CR G/L ACCOUNT CK: 156612 100.00 101 42210-01-433.00 DUES & SUBSCRIPTIONS 100.00 2024 ANNUAL DUES REG. CHECK 1 100.00 100.00CR 0.00 100.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ Page 15 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 11 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01-005859 DAKOTA 911 I RO2024-10 OCTOBER 911 FEE APBNK 9/12/2024 R 9/03/2024 36,783.00 36,783.00CR G/L ACCOUNT CK: 156613 36,783.00 101 42110-01-319.00 OTHER PROFESSIONAL SERVICES 36,783.00 OCTOBER 911 FEE REG. CHECK 1 36,783.00 36,783.00CR 0.00 36,783.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-040435 DAKOTA ELECTRIC ASSOCIATION I 200002005379 8/24 JAYCEE PARK CONTROL BLDG APBNK 9/12/2024 R 8/28/2024 34.91 34.91CR G/L ACCOUNT CK: 156614 34.91 101 45202-01-381.00 ELECTRIC UTILITIES 34.91 JAYCEE PARK CONTROL BLDG I 200003157294 8/24 WENSMANN POND MONITORING ST APBNK 9/12/2024 R 8/28/2024 17.60 17.60CR G/L ACCOUNT CK: 156614 17.60 603 49513-01-381.00 ELECTRIC UTILITIES 17.60 WENSMANN POND MONITORING ST'N I 200003776226 8/24 SIREN #13 APBNK 9/12/2024 R 8/28/2024 24.51 24.51CR G/L ACCOUNT CK: 156614 24.51 101 43121-01-381.00 ELECTRIC UTILITIES 24.51 SIREN #13 I 200005601588 8/24 STORM DRAIN LIFT STATION #7 APBNK 9/12/2024 R 8/28/2024 31.43 31.43CR G/L ACCOUNT CK: 156614 31.43 603 49517-01-381.00 ELECTRIC UTILITIES 31.43 STORM DRAIN LIFT STATION #7 I 200010007317 8/24 WELL #16 APBNK 9/12/2024 R 8/28/2024 3,395.75 3,395.75CR G/L ACCOUNT CK: 156614 3,395.75 601 49426-01-381.00 ELECTRIC UTILITIES 3,395.75 WELL #16 I 200010050261 8/24 WELCOME SIGN - NORTH APBNK 9/12/2024 R 8/28/2024 17.06 17.06CR G/L ACCOUNT CK: 156614 17.06 608 49508-01-381.00 ELECTRIC UTILITIES 17.06 WELCOME SIGN - NORTH REG. CHECK 1 3,521.26 3,521.26CR 0.00 3,521.26 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-004534 STEVE DALY I 2024-0574 FOOD TRUCK EVENT SOUND/LIGH APBNK 9/12/2024 R 8/29/2024 2,000.00 2,000.00CR G/L ACCOUNT CK: 156615 2,000.00 101 45100-01-315.00 SPECIAL PROGRAMS 2,000.00 FOOD TRUCK EVENT SOUND/LIGHTS REG. CHECK 1 2,000.00 2,000.00CR 0.00 2,000.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ Page 16 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 12 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01-006254 DEPT OF MILITARY AFFAIRS I 00000817580 1ST INVOICE OF NG PROJECT APBNK 9/12/2024 R 9/04/2024 168,192.75 168,192.75CR G/L ACCOUNT CK: 156616 168,192.75 202 24441 F/B ASSIGNED FOR C/C REMODEL 142,800.00 1ST INVOICE OF NG PROJECT 202 24433 F/B ASSIGNED FOR CC FIRE ALARM 7,203.06 1ST INVOICE OF NG PROJECT 202 24431 F/B ASSIGNED FOR CC READER BRD 17,305.00 1ST INVOICE OF NG PROJECT 101 45100-01-404.00 CONTRACTED MACH & EQUIP R & M 884.69 1ST INVOICE OF NG PROJECT REG. CHECK 1 168,192.75 168,192.75CR 0.00 168,192.75 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-041800 DR HORTON INC I 2024-00274 AS-BUILT SURVEY REFUND APBNK 9/12/2024 R 8/29/2024 2,000.00 2,000.00CR G/L ACCOUNT CK: 156617 2,000.00 101 22010 AS-BUILT SURVEY DEPOSITS 2,000.00 AS-BUILT SURVEY REFUND I 2024-00391 AS-BUILT SURVEY REFUND APBNK 9/12/2024 R 9/06/2024 2,000.00 2,000.00CR G/L ACCOUNT CK: 156617 2,000.00 101 22010 AS-BUILT SURVEY DEPOSITS 2,000.00 AS-BUILT SURVEY REFUND I 2024-00419 AS-BUILT SURVEY REFUND APBNK 9/12/2024 R 9/06/2024 2,000.00 2,000.00CR G/L ACCOUNT CK: 156617 2,000.00 101 22010 AS-BUILT SURVEY DEPOSITS 2,000.00 AS-BUILT SURVEY REFUND I 2024-00514 AS-BUILT SURVEY REFUND APBNK 9/12/2024 R 8/29/2024 2,000.00 2,000.00CR G/L ACCOUNT CK: 156617 2,000.00 101 22010 AS-BUILT SURVEY DEPOSITS 2,000.00 AS-BUILT SURVEY REFUND I 2024-00697 AS-BUILT SURVEY REFUND APBNK 9/12/2024 R 8/29/2024 2,000.00 2,000.00CR G/L ACCOUNT CK: 156617 2,000.00 101 22010 AS-BUILT SURVEY DEPOSITS 2,000.00 AS-BUILT SURVEY REFUND I 2024-00959 AS-BUILT SURVEY REFUND APBNK 9/12/2024 R 8/29/2024 2,000.00 2,000.00CR G/L ACCOUNT CK: 156617 2,000.00 101 22010 AS-BUILT SURVEY DEPOSITS 2,000.00 AS-BUILT SURVEY REFUND REG. CHECK 1 12,000.00 12,000.00CR 0.00 12,000.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ Page 17 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 13 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01-004400 DUNDAS SOLAR HOLDINGS LLC I 2408-6951A JUL'24 SOLAR SUBSCRIPTION APBNK 9/12/2024 R 8/29/2024 14,846.07 14,846.07CR G/L ACCOUNT CK: 156618 14,846.07 650 45130-01-381.00 ELECTRIC UTILITIES 14,846.07 JUL'24 SOLAR SUBSCRIPTION REG. CHECK 1 14,846.07 14,846.07CR 0.00 14,846.07 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-050213 EARL F ANDERSEN INC I 0137211-IN 30 NO PARKING SCHOOL APBNK 9/12/2024 R 8/28/2024 555.00 555.00CR G/L ACCOUNT CK: 156619 555.00 101 43121-01-226.00 SIGN REPAIR MATERIALS 555.00 30 NO PARKING SCHOOL I 0137225-IN SIGNS (12) APBNK 9/12/2024 R 8/28/2024 234.00 234.00CR G/L ACCOUNT CK: 156619 234.00 101 45100-01-219.00 OTHER OPERATING SUPPLIES 234.00 SIGNS (12) REG. CHECK 1 789.00 789.00CR 0.00 789.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-050329 ECM PUBLISHERS INC I 1009226 PH NOTICE - REITBERGER VAR APBNK 9/12/2024 R 7/26/2024 34.87 34.87CR G/L ACCOUNT CK: 156620 34.87 101 41810-01-351.00 LEGAL NOTICES PUBLISHING 34.87 PH NOTICE - REITBERGER VAR APP I 1012011 PH NOTICE - KWIK TRIP PUD APBNK 9/12/2024 R 8/16/2024 42.62 42.62CR G/L ACCOUNT CK: 156620 42.62 101 41810-01-351.00 LEGAL NOTICES PUBLISHING 42.62 PH NOTICE - KWIK TRIP PUD I 1012012 PH NOTICE - TODAY'S LIFE CH APBNK 9/12/2024 R 8/16/2024 42.62 42.62CR G/L ACCOUNT CK: 156620 42.62 101 41810-01-351.00 LEGAL NOTICES PUBLISHING 42.62 PH NOTICE - TODAY'S LIFE CHILD I 1012013 PH NOTICE - RGA HOLDINGS RZ APBNK 9/12/2024 R 8/16/2024 46.50 46.50CR G/L ACCOUNT CK: 156620 46.50 101 41810-01-351.00 LEGAL NOTICES PUBLISHING 46.50 PH NOTICE - RGA HOLDINGS RZ I 1012014 PH NOTICE AF VAR - DW HOMES APBNK 9/12/2024 R 8/16/2024 46.50 46.50CR G/L ACCOUNT CK: 156620 46.50 101 41810-01-351.00 LEGAL NOTICES PUBLISHING 46.50 PH NOTICE AF VAR - DW HOMES I 1012015 PH NOTICE - ISD 196 RMS REZ APBNK 9/12/2024 R 8/16/2024 100.75 100.75CR G/L ACCOUNT CK: 156620 100.75 101 41810-01-351.00 LEGAL NOTICES PUBLISHING 100.75 PH NOTICE - ISD 196 RMS REZONE Page 18 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 14 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ REG. CHECK 1 313.86 313.86CR 0.00 313.86 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-050812 EHLERS I 98744 WILLY MCCOYS BSA MEETING APBNK 9/12/2024 R 8/08/2024 150.00 150.00CR G/L ACCOUNT CK: 156621 150.00 201 46300-01-319.00 OTHER PROFESSIONAL SERVICES 150.00 WILLY MCCOYS BSA MEETING I 98745 EXPO 2031 DOC MEETING APBNK 9/12/2024 R 8/08/2024 568.75 568.75CR G/L ACCOUNT CK: 156621 568.75 201 46300-01-319.00 OTHER PROFESSIONAL SERVICES 568.75 EXPO 2031 DOC MEETING REG. CHECK 1 718.75 718.75CR 0.00 718.75 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-051340 EMERGENCY AUTOMOTIVE TECH I JP08022442I K9 DURANGO APBNK 9/12/2024 R 8/28/2024 124.70 124.70CR G/L ACCOUNT CK: 156622 124.70 207 49007-01-576.00 OTHER EQUIPMENT PURCHASES 124.70 K9 DURANGO REG. CHECK 1 124.70 124.70CR 0.00 124.70 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-005556 ENCOMPASS I 52057 DESIGN & PROJECT MGMT - FS1 APBNK 9/12/2024 R 8/29/2024 1,234.84 1,234.84CR G/L ACCOUNT CK: 156623 1,234.84 484 48000-01-303.00 ENGINEERING FEES 1,234.84 DESIGN & PROJECT MGMT - FS1 REG. CHECK 1 1,234.84 1,234.84CR 0.00 1,234.84 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-006251 FAIRCHILD EQUIPMENT I ESA004598-1 SCISSOR LIFT APBNK 9/12/2024 R 8/28/2024 13,402.80 13,402.80CR G/L ACCOUNT CK: 156624 13,402.80 421 48000-01-580.00 OTHER EQUIPMENT PURCHASES 13,402.80 SCISSOR LIFT I ESA004654-1 FORKLIFT APBNK 9/12/2024 R 8/29/2024 39,221.65 39,221.65CR G/L ACCOUNT CK: 156624 39,221.65 421 48000-01-580.00 OTHER EQUIPMENT PURCHASES 39,221.65 FORKLIFT Page 19 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 15 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ REG. CHECK 1 52,624.45 52,624.45CR 0.00 52,624.45 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-006249 CHRISTINE FIELD I 2024-0550 PERMIT 5538-DAMAGE DEPOSIT APBNK 9/12/2024 R 8/26/2024 300.00 300.00CR G/L ACCOUNT CK: 156625 300.00 101 22005 REFUNDS PAYABLE - P&R 300.00 PERMIT 5538-DAMAGE DEPOSIT REG. CHECK 1 300.00 300.00CR 0.00 300.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-005851 FINNLY TECH INC I 1584 ARENA SOFTWARE APBNK 9/12/2024 R 9/04/2024 3,148.00 3,148.00CR G/L ACCOUNT CK: 156626 3,148.00 650 45130-01-433.00 DUES & SUBSCRIPTIONS 3,148.00 ARENA SOFTWARE REG. CHECK 1 3,148.00 3,148.00CR 0.00 3,148.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-005314 FLEET SERVICES I 2025010019 JUL'24 PD/PW LEASE VEHICLES APBNK 9/12/2024 R 8/26/2024 17,852.70 17,852.70CR G/L ACCOUNT CK: 156627 17,852.70 207 49007-01-548.00 LEASE PROGRAM-P.W. VEHICLES 10,674.30 JUL'24 PD/PW LEASE VEHICLES 207 49007-01-549.00 LEASE PROGRAM-POLICE VEHICLES 5,903.74 JUL'24 PD/PW LEASE VEHICLES 601 49400-01-548.00 LEASE PROGRAM-P.W. VEHICLES 424.89 JUL'24 PD/PW LEASE VEHICLES 602 49450-01-548.00 LEASE PROGRAM-P.W. VEHICLES 424.89 JUL'24 PD/PW LEASE VEHICLES 603 49500-01-548.00 LEASE PROGRAM-P.W. VEHICLES 424.88 JUL'24 PD/PW LEASE VEHICLES REG. CHECK 1 17,852.70 17,852.70CR 0.00 17,852.70 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-005768 FP MAILING SOLUTIONS I 2024-0554 9/3/2024 POSTAGE METER REFI APBNK 9/05/2024 D 9/03/2024 500.00 500.00CR G/L ACCOUNT CK: 002029 500.00 101 41810-01-322.00 POSTAGE COSTS 500.00 9/3/2024 POSTAGE METER REFILL DRAFTS 1 500.00 500.00CR 0.00 500.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ Page 20 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 16 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01-061865 FRONTIER I 651-188-0017 09/24 PHONE,INTERNET & CITY WIFI APBNK 9/12/2024 R 8/25/2024 4,665.32 4,665.32CR G/L ACCOUNT CK: 156628 4,665.32 101 41810-01-321.00 TELEPHONE COSTS 4,294.11 PHONE,INTERNET & CITY WIFI SRV 601 49407-01-321.00 TELEPHONE COSTS 17.57 PHONE,INTERNET & CITY WIFI SRV 601 49410-01-321.00 TELEPHONE COSTS 63.73 PHONE,INTERNET & CITY WIFI SRV 601 49400-01-321.00 TELEPHONE COSTS 68.85 PHONE,INTERNET & CITY WIFI SRV 602 49450-01-321.00 TELEPHONE COSTS 68.85 PHONE,INTERNET & CITY WIFI SRV 603 49500-01-321.00 TELEPHONE COSTS 68.88 PHONE,INTERNET & CITY WIFI SRV 650 45130-01-321.00 TELEPHONE COSTS 83.33 PHONE,INTERNET & CITY WIFI SRV REG. CHECK 1 4,665.32 4,665.32CR 0.00 4,665.32 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-006220 FRONTLINE WARNING SYSTEMS I 14251 TORNADO SIREN MAINTENANCE APBNK 9/12/2024 R 8/30/2024 13,649.95 13,649.95CR G/L ACCOUNT CK: 156629 13,649.95 101 41940-01-401.00 CONTRACTED BUILDING REPAIRS 13,649.95 TORNADO SIREN MAINTENANCE REG. CHECK 1 13,649.95 13,649.95CR 0.00 13,649.95 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-000677 GERTEN GREENHOUSES INC-4461 I 919986/6 PLANT REPLACEMENTS-CENTRAL APBNK 9/12/2024 R 7/17/2024 857.28 857.28CR G/L ACCOUNT CK: 156630 857.28 101 43121-01-225.00 LANDSCAPING MATERIALS 857.28 PLANT REPLACEMENTS-CENTRAL PK I 935549/6 ROCK WALL/WELLHOUSE LANDSCA APBNK 9/12/2024 R 8/15/2024 306.24 306.24CR G/L ACCOUNT CK: 156630 306.24 101 43121-01-225.00 LANDSCAPING MATERIALS 306.24 ROCK WALL/WELLHOUSE LANDSCAPE REG. CHECK 1 1,163.52 1,163.52CR 0.00 1,163.52 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-003610 GIGABIT MINNESOTA I 14062438 SEPT'24 1000 MBPS FIBER APBNK 9/06/2024 D 9/01/2024 800.00 800.00CR G/L ACCOUNT CK: 002030 800.00 101 41810-01-321.00 TELEPHONE COSTS 800.00 SEPT'24 1000 MBPS FIBER DRAFTS 1 800.00 800.00CR 0.00 800.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ Page 21 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 17 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01-006102 GRAZZINI BROTHERS AND COMPA I 2024-0558 ROSEMOUNT PD/PW PROJECT APBNK 9/12/2024 R 8/31/2024 6,958.85 6,958.85CR G/L ACCOUNT CK: 156631 6,958.85 421 48000-01-521.00 BUILDING & STRUCTURE PURCHASES 6,958.85 ROSEMOUNT PD/PW PROJECT REG. CHECK 1 6,958.85 6,958.85CR 0.00 6,958.85 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-080458 HAWKINS INC I 6836702 CHLORINE TANK RENTALS APBNK 9/12/2024 R 8/15/2024 50.00 50.00CR G/L ACCOUNT CK: 156632 50.00 601 49400-01-216.00 CHEMICALS & CHEMICAL PRODUCTS 50.00 CHLORINE TANK RENTALS REG. CHECK 1 50.00 50.00CR 0.00 50.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-080905 HIGHLAND SANITATION I 0001277386 AUGUST TRASH SERVICE APBNK 9/12/2024 R 8/23/2024 4,400.94 4,400.94CR G/L ACCOUNT CK: 156633 4,400.94 101 45100-01-384.00 REFUSAL DISPOSAL 231.15 AUGUST TRASH SERVICE 650 45130-01-384.00 REFUSE DISPOSAL 217.95 AUGUST TRASH SERVICE 101 45100-01-315.00 SPECIAL PROGRAMS 65.00 AUGUST TRASH SERVICE 101 45100-30-384.00 REFUSE DISPOSAL 154.68 AUGUST TRASH SERVICE 101 41940-01-384.00 REFUSE DISPOSAL 3,732.16 AUGUST TRASH SERVICE REG. CHECK 1 4,400.94 4,400.94CR 0.00 4,400.94 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-006260 SCOTT HINSON I 2024-0572 PERMIT 5649-RENTAL REFUNDS APBNK 9/12/2024 R 8/27/2024 440.00 440.00CR G/L ACCOUNT CK: 156634 440.00 101 22005 REFUNDS PAYABLE - P&R 440.00 PERMIT 5649-RENTAL REFUNDS REG. CHECK 1 440.00 440.00CR 0.00 440.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ Page 22 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 18 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01-005830 HOLCIM - MWR INC I 719936083 NUMBER 6 GRAVEL APBNK 9/12/2024 R 7/31/2024 222.57 222.57CR G/L ACCOUNT CK: 156635 222.57 101 45202-01-219.00 OTHER OPERATING SUPPLIES 222.57 NUMBER 6 GRAVEL I 719966808 SAND APBNK 9/12/2024 R 8/08/2024 67.37 67.37CR G/L ACCOUNT CK: 156635 67.37 101 45202-01-219.00 OTHER OPERATING SUPPLIES 67.37 SAND I 720002309 NUMBER 4 GRAVEL APBNK 9/12/2024 R 8/15/2024 425.57 425.57CR G/L ACCOUNT CK: 156635 425.57 101 45202-01-219.00 OTHER OPERATING SUPPLIES 425.57 NUMBER 4 GRAVEL REG. CHECK 1 715.51 715.51CR 0.00 715.51 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-005977 HOLLENBACK & NELSON INC I 2024-0583 ROSEMOUNT PD/PW PROJECT APBNK 9/12/2024 R 8/31/2024 182,305.00 182,305.00CR G/L ACCOUNT CK: 156636 182,305.00 421 48000-01-521.00 BUILDING & STRUCTURE PURCHASES 182,305.00 ROSEMOUNT PD/PW PROJECT REG. CHECK 1 182,305.00 182,305.00CR 0.00 182,305.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-006139 HUEBSCH I 20343630 MATS & AIR FRESHENER @ FS # APBNK 9/12/2024 R 8/28/2024 35.76 35.76CR G/L ACCOUNT CK: 156637 35.76 101 41940-01-319.00 OTHER PROFESSIONAL SERVICES 35.76 MATS & AIR FRESHENER @ FS #1 I 20343638 MATS & AIR FRESHENER @ PD & APBNK 9/12/2024 R 8/28/2024 203.12 203.12CR G/L ACCOUNT CK: 156637 203.12 101 41940-01-319.00 OTHER PROFESSIONAL SERVICES 203.12 MATS & AIR FRESHENER @ PD & CH I 20343639 MATS @ PW SOUTH APBNK 9/12/2024 R 8/28/2024 16.27 16.27CR G/L ACCOUNT CK: 156637 16.27 101 41940-01-319.00 OTHER PROFESSIONAL SERVICES 16.27 MATS @ PW SOUTH I 20343640 MATS & TOWELS @ PW CENTRAL APBNK 9/12/2024 R 8/28/2024 46.27 46.27CR G/L ACCOUNT CK: 156637 46.27 101 41940-01-319.00 OTHER PROFESSIONAL SERVICES 46.27 MATS & TOWELS @ PW CENTRAL I 20343641 MATS & AIR FRESHENER @ PW N APBNK 9/12/2024 R 8/28/2024 81.25 81.25CR G/L ACCOUNT CK: 156637 81.25 101 41940-01-319.00 OTHER PROFESSIONAL SERVICES 81.25 MATS & AIR FRESHENER @ PW N Page 23 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 19 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ I 20343643 MATS & AIR FRESHENER @ FS # APBNK 9/12/2024 R 8/28/2024 31.76 31.76CR G/L ACCOUNT CK: 156637 31.76 101 41940-01-319.00 OTHER PROFESSIONAL SERVICES 31.76 MATS & AIR FRESHENER @ FS #2 REG. CHECK 1 414.43 414.43CR 0.00 414.43 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-091405 INDEPENDENT BLACK DIRT I 36444 6 YARDS BLACK DIRT APBNK 9/12/2024 R 8/26/2024 132.00 132.00CR G/L ACCOUNT CK: 156638 132.00 101 43121-01-225.00 LANDSCAPING MATERIALS 132.00 6 YARDS BLACK DIRT REG. CHECK 1 132.00 132.00CR 0.00 132.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-000306 INSPECTRON INC I 1325 INSPECTION SERVICES APBNK 9/12/2024 R 8/06/2024 225.00 225.00CR G/L ACCOUNT CK: 156639 225.00 101 42230-01-319.00 OTHER PROFESSIONAL SERVICES 225.00 INSPECTION SERVICES REG. CHECK 1 225.00 225.00CR 0.00 225.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-001515 INVER GROVE FORD I 6397137 PARTS AND LABOR APBNK 9/12/2024 R 7/26/2024 342.59 342.59CR G/L ACCOUNT CK: 156640 342.59 101 43100-01-403.00 CONTRACTED R & M-OTHER IMPROVM 223.50 PARTS AND LABOR 101 43100-01-221.00 EQUIPMENT PARTS 119.09 PARTS AND LABOR REG. CHECK 1 342.59 342.59CR 0.00 342.59 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-101360 JIRIK SOD FARMS INC C 54410 PALLET RETURNED APBNK 9/12/2024 R 8/22/2024 20.00CR 20.00 G/L ACCOUNT CK: 156641 20.00CR 101 45202-01-219.00 OTHER OPERATING SUPPLIES 20.00CRPALLET RETURNED I 54165 640 SF SOD APBNK 9/12/2024 R 8/07/2024 180.00 180.00CR G/L ACCOUNT CK: 156641 180.00 101 45202-01-219.00 OTHER OPERATING SUPPLIES 180.00 640 SF SOD Page 24 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 20 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ REG. CHECK 1 160.00 160.00CR 0.00 160.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-006252 JS MD SIGMA PLLC I 1050 OFFICER CARDIAC SCREENING P APBNK 9/12/2024 R 7/03/2024 21,225.00 21,225.00CR G/L ACCOUNT CK: 156642 21,225.00 101 42110-01-305.00 MEDICAL & DENTAL FEES 21,225.00 OFFICER CARDIAC SCREENING PROG REG. CHECK 1 21,225.00 21,225.00CR 0.00 21,225.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-110314 KENNEDY & GRAVEN CHARTERED I 182931 JULY RETAINER-PLANNING APBNK 9/12/2024 R 8/15/2024 1,188.76 1,188.76CR G/L ACCOUNT CK: 156643 1,188.76 101 41810-01-304.00 LEGAL FEES 1,188.76 JULY RETAINER-PLANNING REG. CHECK 1 1,188.76 1,188.76CR 0.00 1,188.76 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-004748 KIMLEY-HORN & ASSOCIATES IN I 28916651 CONNEMARA TR & CR 73 APBNK 9/12/2024 R 7/31/2024 15,622.13 15,622.13CR G/L ACCOUNT CK: 156644 15,622.13 427 48000-01-303.00 ENGINEERING FEES 15,622.13 CONNEMARA TR & CR 73 REG. CHECK 1 15,622.13 15,622.13CR 0.00 15,622.13 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-111835 KREMER SERVICES LLC I 92341 PARTS AND LABOR APBNK 9/12/2024 R 8/23/2024 3,599.52 3,599.52CR G/L ACCOUNT CK: 156645 3,599.52 101 43100-01-403.00 CONTRACTED R & M-OTHER IMPROVM 1,350.00 PARTS AND LABOR 101 43100-01-221.00 EQUIPMENT PARTS 2,249.52 PARTS AND LABOR REG. CHECK 1 3,599.52 3,599.52CR 0.00 3,599.52 0.00 ------------------------------------------------------------------------------------------------------------------------------------ Page 25 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 21 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01-000330 LEAGUE-MN CITIES INS TRST I 9151 CLAIM #LMC CA 371038-BARSNE APBNK 9/12/2024 R 8/21/2024 445.00 445.00CR G/L ACCOUNT CK: 156646 445.00 206 49006-01-409.00 OTHER CONTRACTED REPAIR & MAIN 445.00 CLAIM #LMC CA 371038-BARSNESS REG. CHECK 1 445.00 445.00CR 0.00 445.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-001905 LEXISNEXIS RISK SOLNS FL IN I 1843662-20240831 ACCURINT AUGUST FEES APBNK 9/12/2024 R 8/31/2024 685.01 685.01CR G/L ACCOUNT CK: 156647 685.01 101 42210-01-319.00 OTHER PROFESSIONAL SERVICES 685.01 ACCURINT AUGUST FEES REG. CHECK 1 685.01 685.01CR 0.00 685.01 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-003414 LIGHTNING DISPOSAL INC I 0000651765 DUMPSTER FOR PG REMOVAL APBNK 9/12/2024 R 8/22/2024 95.00 95.00CR G/L ACCOUNT CK: 156648 95.00 101 24430 F/B ASSIGNED FOR PARK MAIN R&M 95.00 DUMPSTER FOR PG REMOVAL REG. CHECK 1 95.00 95.00CR 0.00 95.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-006253 LOIS LOTZE I 2024-0553 SENIOR TRIP REFUND APBNK 9/12/2024 R 9/03/2024 97.00 97.00CR G/L ACCOUNT CK: 156649 97.00 101 22005 REFUNDS PAYABLE - P&R 97.00 SENIOR TRIP REFUND REG. CHECK 1 97.00 97.00CR 0.00 97.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-004303 MACQUEEN I P34371 HELMET FACE SHIELDS APBNK 9/12/2024 R 8/19/2024 110.88 110.88CR G/L ACCOUNT CK: 156650 110.88 101 42210-01-580.00 OTHER EQUIPMENT PURCHASES 110.88 HELMET FACE SHIELDS I W06413 CONTRACTED LABOR-FD E21 APBNK 9/12/2024 R 8/29/2024 1,254.39 1,254.39CR G/L ACCOUNT CK: 156650 1,254.39 101 43100-01-404.00 CONTRACTED MACH & EQUIP SERV 1,254.39 CONTRACTED LABOR-FD E21 Page 26 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 22 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ REG. CHECK 1 1,365.27 1,365.27CR 0.00 1,365.27 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-005902 MAJESTIC EVENTS I 100112 FINAL PAYMENT FOOD TRUCK TA APBNK 9/12/2024 R 9/06/2024 1,764.00 1,764.00CR G/L ACCOUNT CK: 156651 1,764.00 101 45100-01-315.00 SPECIAL PROGRAMS 1,764.00 FINAL PAYMENT FOOD TRUCK TABLE I 100651 DEP FOR OCTOBER FEST TABLES APBNK 9/12/2024 R 9/06/2024 351.00 351.00CR G/L ACCOUNT CK: 156651 351.00 101 45100-01-315.00 SPECIAL PROGRAMS 351.00 DEP FOR OCTOBER FEST TABLES REG. CHECK 1 2,115.00 2,115.00CR 0.00 2,115.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-002533 MARCO TECHNOLOGIES LLC I INV12856155 COPIER CONTRACTS APBNK 9/12/2024 R 8/22/2024 1,378.16 1,378.16CR G/L ACCOUNT CK: 156652 1,378.16 101 41810-01-202.00 DUPLICATING & COPYING COSTS 1,378.16 COPIER CONTRACTS REG. CHECK 1 1,378.16 1,378.16CR 0.00 1,378.16 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-005450 MARIE RIDGEWAY LICSW, LLC I 2895 THERAPY AND CHECK INS APBNK 9/12/2024 R 8/30/2024 550.00 550.00CR G/L ACCOUNT CK: 156653 550.00 101 42110-01-319.00 OTHER PROFESSIONAL SERVICES 550.00 THERAPY AND CHECK INS REG. CHECK 1 550.00 550.00CR 0.00 550.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-006043 MARTIN MARIETTA MATERIALS I 42920211 1.08 TON MV4 WEAR APBNK 9/12/2024 R 6/28/2024 77.87 77.87CR G/L ACCOUNT CK: 156654 77.87 101 43121-01-231.00 BITUMINOUS PATCHING MATERIALS 77.87 1.08 TON MV4 WEAR I 42937733 1.06 TON MV4 WEAR APBNK 9/12/2024 R 6/30/2024 76.43 76.43CR G/L ACCOUNT CK: 156654 76.43 101 43121-01-231.00 BITUMINOUS PATCHING MATERIALS 76.43 1.06 TON MV4 WEAR Page 27 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 23 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ REG. CHECK 1 154.30 154.30CR 0.00 154.30 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-130280 MASTER ELECTRIC CO INC I SD52821 MEG TEST ON PUMPS APBNK 9/12/2024 R 8/31/2024 185.00 185.00CR G/L ACCOUNT CK: 156655 185.00 601 49400-01-319.00 OTHER PROFESSIONAL SERVICES 185.00 MEG TEST ON PUMPS REG. CHECK 1 185.00 185.00CR 0.00 185.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-003592 MCMULLEN INSPECTIONS INC I 2024-0555 AUG'24 ELECTRICAL INSPECTIO APBNK 9/12/2024 R 9/04/2024 17,006.60 17,006.60CR G/L ACCOUNT CK: 156656 17,006.60 101 20825 ELEC INSPCTR SHARE OF PMT FEES 17,006.60 AUG'24 ELECTRICAL INSPECTION REG. CHECK 1 17,006.60 17,006.60CR 0.00 17,006.60 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-003989 MCNAMARA CONTRACTING INC I 2024-0556 2024 STREET IMPROVEMENTS APBNK 9/12/2024 R 8/16/2024 796,660.07 796,660.07CR G/L ACCOUNT CK: 156657 796,660.07 492 48000-01-530.00 IMPROVEMENTS OTHER THAN BUILD 796,660.07 2024 STREET IMPROVEMENTS REG. CHECK 1 796,660.07 796,660.07CR 0.00 796,660.07 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-001863 MEDICINE LAKE TOURS I 2024-0557 SENIOR BUS TRIP APBNK 9/12/2024 R 9/06/2024 1,548.00 1,548.00CR G/L ACCOUNT CK: 156658 1,548.00 101 45100-87-219.00 OTHER OPERATING SUPPLIES 1,548.00 SENIOR BUS TRIP REG. CHECK 1 1,548.00 1,548.00CR 0.00 1,548.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ Page 28 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 24 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01-136955 MEI TOTAL ELEVATOR SOLUTION I 1090801 SEPTEMBER ELEVATOR SERVICE APBNK 9/12/2024 R 9/01/2024 193.53 193.53CR G/L ACCOUNT CK: 156659 193.53 101 41940-01-319.00 OTHER PROFESSIONAL SERVICES 193.53 SEPTEMBER ELEVATOR SERVICE REG. CHECK 1 193.53 193.53CR 0.00 193.53 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-130725 MENARDS-APPLE VALLEY I 78758 BATTERIES & CAR SOAP APBNK 9/12/2024 R 8/21/2024 31.95 31.95CR G/L ACCOUNT CK: 156660 31.95 101 42210-01-211.00 CLEANING SUPPLIES 31.95 BATTERIES & CAR SOAP I 79505 BUILDING SUPPLIES APBNK 9/12/2024 R 9/05/2024 56.94 56.94CR G/L ACCOUNT CK: 156660 56.94 101 41940-01-223.00 BUILDING REPAIR SUPPLIES 56.94 BUILDING SUPPLIES REG. CHECK 1 88.89 88.89CR 0.00 88.89 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-130975 METRO COUNCIL ENV SERV I 0001177020 OCT'24 WASTEWATER SERVICE APBNK 9/12/2024 R 9/03/2024 150,666.91 150,666.91CR G/L ACCOUNT CK: 156661 150,666.91 602 49450-01-602.00 METRO SEWER SERVICE CHARGES 150,666.91 OCT'24 WASTEWATER SERVICE REG. CHECK 1 150,666.91 150,666.91CR 0.00 150,666.91 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-131025 METRO COUNCIL ENV SERV I 2024-0579 AUGUST 2024 METRO SAC PAYME APBNK 9/12/2024 R 9/09/2024 73,804.50 73,804.50CR G/L ACCOUNT CK: 156662 73,804.50 101 20815 METRO SAC FOR MWCC 72,065.00 AUGUST 2024 METRO SAC PAYMENT 101 34407.00 CITY SHARE OF METRO SAC CHGS 745.50CRAUGUST 2024 METRO SAC PAYMENT 101 11504 UTILITY CONNECTION SAC ASMTS 2,485.00 AUGUST 2024 METRO SAC PAYMENT REG. CHECK 1 73,804.50 73,804.50CR 0.00 73,804.50 0.00 ------------------------------------------------------------------------------------------------------------------------------------ Page 29 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 25 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01-004079 METRO SALES INC I INV2586896 RICOH/IM C300F COLOR COPIER APBNK 9/12/2024 R 8/19/2024 73.44 73.44CR G/L ACCOUNT CK: 156663 73.44 101 41810-01-202.00 DUPLICATING & COPYING COSTS 73.44 RICOH/IM C300F COLOR COPIER I INV2597521 RICOH/IM C300F COLOR COPIER APBNK 9/12/2024 R 9/04/2024 100.20 100.20CR G/L ACCOUNT CK: 156663 100.20 101 41810-01-202.00 DUPLICATING & COPYING COSTS 100.20 RICOH/IM C300F COLOR COPIER I INV2599246 RICOH/IM C3510 COLOR COPIER APBNK 9/12/2024 R 9/06/2024 390.31 390.31CR G/L ACCOUNT CK: 156663 390.31 101 41810-01-202.00 DUPLICATING & COPYING COSTS 390.31 RICOH/IM C3510 COLOR COPIER REG. CHECK 1 563.95 563.95CR 0.00 563.95 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-006255 MIDWEST CUBING ASSOCIATION I 2024-0559 PERMIT 6123-DAMAGE DEPOSIT APBNK 9/12/2024 R 9/03/2024 500.00 500.00CR G/L ACCOUNT CK: 156664 500.00 101 22005 REFUNDS PAYABLE - P&R 500.00 PERMIT 6123-DAMAGE DEPOSIT REG. CHECK 1 500.00 500.00CR 0.00 500.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-005706 MIDWEST MACHINERY CO I 10187374 CHAINSAW PARTS APBNK 9/12/2024 R 8/29/2024 207.37 207.37CR G/L ACCOUNT CK: 156665 207.37 101 43100-01-221.00 EQUIPMENT PARTS 207.37 CHAINSAW PARTS I 10191041 PARTS APBNK 9/12/2024 R 8/30/2024 1,720.25 1,720.25CR G/L ACCOUNT CK: 156665 1,720.25 101 43100-01-221.00 EQUIPMENT PARTS 1,720.25 PARTS REG. CHECK 1 1,927.62 1,927.62CR 0.00 1,927.62 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-005905 MIDWEST MACHINERY CO I 10165868 REPAIR PARTS AND LABOR APBNK 9/12/2024 R 8/13/2024 673.37 673.37CR G/L ACCOUNT CK: 156666 673.37 101 43100-01-403.00 CONTRACTED R & M-OTHER IMPROVM 607.91 REPAIR PARTS AND LABOR Page 30 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 26 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ 101 43100-01-221.00 EQUIPMENT PARTS 65.46 REPAIR PARTS AND LABOR I 10182369 PARTS APBNK 9/12/2024 R 8/26/2024 1,472.19 1,472.19CR G/L ACCOUNT CK: 156666 1,472.19 101 43100-01-221.00 EQUIPMENT PARTS 1,472.19 PARTS REG. CHECK 1 2,145.56 2,145.56CR 0.00 2,145.56 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-004744 MINDFUL HEALTH I 2024-0560 SENIOR YOGA CLASSES APBNK 9/12/2024 R 8/29/2024 480.00 480.00CR G/L ACCOUNT CK: 156667 480.00 101 45100-93-219.00 OTHER OPERATING SUPPLIES 480.00 SENIOR YOGA CLASSES REG. CHECK 1 480.00 480.00CR 0.00 480.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-006257 MJ PRODUCTIONS I 2024-0568 FOOD TRUCK FEST BAND 2 APBNK 9/12/2024 R 8/29/2024 2,500.00 2,500.00CR G/L ACCOUNT CK: 156668 2,500.00 101 45100-01-315.00 SPECIAL PROGRAMS 2,500.00 FOOD TRUCK FEST BAND 2 REG. CHECK 1 2,500.00 2,500.00CR 0.00 2,500.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-136725 MN DEPT OF HEALTH I 2024-0562 COMM WTR SUPPLY SVCS-3RD QT APBNK 9/12/2024 R 8/15/2024 20,735.00 20,735.00CR G/L ACCOUNT CK: 156669 20,735.00 601 49400-01-310.00 TESTING SERVICES 20,735.00 COMM WTR SUPPLY SVCS-3RD QTR REG. CHECK 1 20,735.00 20,735.00CR 0.00 20,735.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-040600 MN DEPT OF LABOR & INDUSTRY I 2024-0580 AUGUST 2024 SURCHARGE DUE APBNK 9/12/2024 R 9/09/2024 11,407.05 11,407.05CR G/L ACCOUNT CK: 156670 11,407.05 101 20810 BUILDING PERMIT SURCHARGE 11,296.85 AUGUST 2024 SURCHARGE DUE 101 20811 BUILDING PMT SURCHARGE-SET FEE 83.00 AUGUST 2024 SURCHARGE DUE 101 20820 ELECTRICAL PERMIT SURCHARGE 109.00 AUGUST 2024 SURCHARGE DUE 101 20830 PLUMBING PERMIT SURCHARGE 67.00 AUGUST 2024 SURCHARGE DUE Page 31 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 27 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ 101 20850 SEWER PERMIT SURCHARGE 33.00 AUGUST 2024 SURCHARGE DUE 101 20860 HEATING/AIR COND PERMIT SURCHG 50.00 AUGUST 2024 SURCHARGE DUE 101 34109.00 OTHER GEN'L GOVT CHGS FOR SERV 232.80CRAUGUST 2024 SURCHARGE DUE 101 11504 UTILITY CONNECTION SAC ASMTS 1.00 AUGUST 2024 SURCHARGE DUE REG. CHECK 1 11,407.05 11,407.05CR 0.00 11,407.05 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-137020 MN FIRE SERV CERT BOARD I 13064 FF II EXAMS APBNK 9/12/2024 R 8/12/2024 630.00 630.00CR G/L ACCOUNT CK: 156671 630.00 101 42210-01-308.00 INSTRUCTORS' FEES 630.00 FF II EXAMS REG. CHECK 1 630.00 630.00CR 0.00 630.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-000285 MN RURAL WATER ASSO I 2024-0561 CONTINUING ED CLASS WATER APBNK 9/12/2024 R 8/28/2024 75.00 75.00CR G/L ACCOUNT CK: 156672 75.00 601 49400-01-437.00 CONFERENCES & SEMINARS 75.00 CONTINUING ED CLASS WATER I 2024-0563 WATER EXAM DOUG HOLZER APBNK 9/12/2024 R 8/29/2024 300.00 300.00CR G/L ACCOUNT CK: 156672 300.00 601 49400-01-437.00 CONFERENCES & SEMINARS 300.00 WATER EXAM DOUG HOLZER REG. CHECK 1 375.00 375.00CR 0.00 375.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-006047 MOLIN CONCRETE PRODUCTS I 2024-0584 ROSEMOUNT PD/PW PROJECT APBNK 9/12/2024 R 8/31/2024 67,998.43 67,998.43CR G/L ACCOUNT CK: 156673 67,998.43 421 20600 CONTRACTS PAYABLE 67,998.43 ROSEMOUNT PD/PW PROJECT REG. CHECK 1 67,998.43 67,998.43CR 0.00 67,998.43 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-006258 PAT MORIARTY I 2024-0569 FOOD TRUCK FEST BAND 1 APBNK 9/12/2024 R 8/29/2024 800.00 800.00CR G/L ACCOUNT CK: 156674 800.00 101 45100-01-315.00 SPECIAL PROGRAMS 800.00 FOOD TRUCK FEST BAND 1 Page 32 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 28 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ REG. CHECK 1 800.00 800.00CR 0.00 800.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-139915 MTI DISTRIBUTING INC I 1447777-00 WIPER ARM & BLADES APBNK 9/12/2024 R 9/04/2024 242.45 242.45CR G/L ACCOUNT CK: 156675 242.45 101 43100-01-221.00 EQUIPMENT PARTS 242.45 WIPER ARM & BLADES REG. CHECK 1 242.45 242.45CR 0.00 242.45 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-003522 MULTI-SERVICES INC I 51768 SEPTEMBER CLEANING APBNK 9/12/2024 R 9/01/2024 6,149.00 6,149.00CR G/L ACCOUNT CK: 156676 6,149.00 101 41940-01-319.00 OTHER PROFESSIONAL SERVICES 6,149.00 SEPTEMBER CLEANING REG. CHECK 1 6,149.00 6,149.00CR 0.00 6,149.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-006023 MULTIPLE CONCEPTS INTERIORS I 2024-0585 ROSEMOUNT PD/PW PROJECT APBNK 9/12/2024 R 8/31/2024 33,698.08 33,698.08CR G/L ACCOUNT CK: 156677 33,698.08 421 48000-01-521.00 BUILDING & STRUCTURE PURCHASES 24,688.29 ROSEMOUNT PD/PW PROJECT 421 20600 CONTRACTS PAYABLE 9,009.79 ROSEMOUNT PD/PW PROJECT REG. CHECK 1 33,698.08 33,698.08CR 0.00 33,698.08 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-006048 MUSKA ELECTRIC COMPANY I 2024-0564 ROSEMOUNT PD/PW PROJECT APBNK 9/12/2024 R 8/31/2024 311,995.32 311,995.32CR G/L ACCOUNT CK: 156678 311,995.32 421 48000-01-521.00 BUILDING & STRUCTURE PURCHASES 311,995.32 ROSEMOUNT PD/PW PROJECT REG. CHECK 1 311,995.32 311,995.32CR 0.00 311,995.32 0.00 ------------------------------------------------------------------------------------------------------------------------------------ Page 33 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 29 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01-006256 DAN NELSON I 2024-0565 PERMIT 6058-DAMAGE DEPOSIT APBNK 9/12/2024 R 9/05/2024 500.00 500.00CR G/L ACCOUNT CK: 156679 500.00 101 22005 REFUNDS PAYABLE - P&R 500.00 PERMIT 6058-DAMAGE DEPOSIT REG. CHECK 1 500.00 500.00CR 0.00 500.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-006125 NEOTREKS INC I 04004 PLOW OPS SUBSCRIPTION APBNK 9/12/2024 R 9/01/2024 540.00 540.00CR G/L ACCOUNT CK: 156680 540.00 101 43121-01-216.00 CHEMICALS & CHEMICAL PRODUCTS 540.00 PLOW OPS SUBSCRIPTION REG. CHECK 1 540.00 540.00CR 0.00 540.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-001033 NIEBUR TRACTOR & EQUIP I 01-200969 PTO INNER & OUTER SHIELDS APBNK 9/12/2024 R 8/19/2024 155.86 155.86CR G/L ACCOUNT CK: 156681 155.86 101 43100-01-221.00 EQUIPMENT PARTS 155.86 PTO INNER & OUTER SHIELDS REG. CHECK 1 155.86 155.86CR 0.00 155.86 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-006024 NOVA FIRE PROTECTION INC I 2024-0566 ROSEMOUNT PD/PW PROJECT APBNK 9/12/2024 R 8/31/2024 5,700.00 5,700.00CR G/L ACCOUNT CK: 156682 5,700.00 421 48000-01-521.00 BUILDING & STRUCTURE PURCHASES 5,700.00 ROSEMOUNT PD/PW PROJECT REG. CHECK 1 5,700.00 5,700.00CR 0.00 5,700.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-006250 DANIEL OBERER I 2024-0552 APPLE TREE REIMBURSEMENT APBNK 9/12/2024 R 8/22/2024 204.36 204.36CR G/L ACCOUNT CK: 156683 204.36 101 43121-01-225.00 LANDSCAPING MATERIALS 204.36 APPLE TREE REIMBURSEMENT REG. CHECK 1 204.36 204.36CR 0.00 204.36 0.00 ------------------------------------------------------------------------------------------------------------------------------------ Page 34 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 30 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01-004427 ONE TEN TEN HOMES LLC I 2024-01305 AS-BUILT SURVEY REFUND APBNK 9/12/2024 R 8/29/2024 2,000.00 2,000.00CR G/L ACCOUNT CK: 156684 2,000.00 101 22010 AS-BUILT SURVEY DEPOSITS 2,000.00 AS-BUILT SURVEY REFUND REG. CHECK 1 2,000.00 2,000.00CR 0.00 2,000.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-006209 PARAGON BUILDERS I 2024-0567 FS1 FACADE REPAIRS APBNK 9/12/2024 R 8/31/2024 152,714.36 152,714.36CR G/L ACCOUNT CK: 156685 152,714.36 484 48000-01-530.00 IMPROVEMENTS OTHER THAN B 152,714.36 FS1 FACADE REPAIRS REG. CHECK 1 152,714.36 152,714.36CR 0.00 152,714.36 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-005974 PATRIOT ERECTORS INC I 2024-0586 ROSEMOUNT PD/PW PROJECT APBNK 9/12/2024 R 8/31/2024 39,900.00 39,900.00CR G/L ACCOUNT CK: 156686 39,900.00 421 48000-01-521.00 BUILDING & STRUCTURE PURCHASES 39,900.00 ROSEMOUNT PD/PW PROJECT REG. CHECK 1 39,900.00 39,900.00CR 0.00 39,900.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-004740 PELLICCI ACE ROSEMOUNT I 12536/R ZIP TIES APBNK 9/12/2024 R 9/03/2024 59.98 59.98CR G/L ACCOUNT CK: 156687 59.98 101 45202-01-221.00 EQUIPMENT PARTS 59.98 ZIP TIES REG. CHECK 1 59.98 59.98CR 0.00 59.98 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-004766 STACEY POPP I 2024-0573 SENIOR YOGA CLASSES APBNK 9/12/2024 R 8/27/2024 264.00 264.00CR G/L ACCOUNT CK: 156688 264.00 101 45100-93-219.00 OTHER OPERATING SUPPLIES 264.00 SENIOR YOGA CLASSES REG. CHECK 1 264.00 264.00CR 0.00 264.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ Page 35 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 31 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01-006259 PRECISION UTILITIES I 1380 CATCH BASIN WORK APBNK 9/12/2024 R 8/21/2024 3,250.00 3,250.00CR G/L ACCOUNT CK: 156689 3,250.00 603 49500-01-403.00 CONTRACTED R & M-OTHER IMPROV 3,250.00 CATCH BASIN WORK I 1381 CATCH BASIN WORK APBNK 9/12/2024 R 8/21/2024 2,980.00 2,980.00CR G/L ACCOUNT CK: 156689 2,980.00 603 49500-01-403.00 CONTRACTED R & M-OTHER IMPROV 2,980.00 CATCH BASIN WORK I 1382 CATCH BASIN WORK APBNK 9/12/2024 R 8/21/2024 4,100.00 4,100.00CR G/L ACCOUNT CK: 156689 4,100.00 603 49500-01-403.00 CONTRACTED R & M-OTHER IMPROV 4,100.00 CATCH BASIN WORK REG. CHECK 1 10,330.00 10,330.00CR 0.00 10,330.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-002993 PROTOUCH PAINTING INC I 19460 79 HYDRANT PAINTED & SANDBL APBNK 9/12/2024 R 8/22/2024 10,665.00 10,665.00CR G/L ACCOUNT CK: 156690 10,665.00 601 49400-01-319.00 OTHER PROFESSIONAL SERVICES 10,665.00 79 HYDRANT PAINTED & SANDBLAST REG. CHECK 1 10,665.00 10,665.00CR 0.00 10,665.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-006026 R.J. MECHANICAL INC I 2024-0587 ROSEMOUNT PD/PW PROJECT APBNK 9/12/2024 R 8/31/2024 73,308.91 73,308.91CR G/L ACCOUNT CK: 156691 73,308.91 421 48000-01-521.00 BUILDING & STRUCTURE PURCHASES 73,308.91 ROSEMOUNT PD/PW PROJECT REG. CHECK 1 73,308.91 73,308.91CR 0.00 73,308.91 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-000904 RDO EQUIPMENT CO I P2039070 PARTS APBNK 9/12/2024 R 8/26/2024 2,455.75 2,455.75CR G/L ACCOUNT CK: 156692 2,455.75 101 43100-01-221.00 EQUIPMENT PARTS 2,455.75 PARTS REG. CHECK 1 2,455.75 2,455.75CR 0.00 2,455.75 0.00 ------------------------------------------------------------------------------------------------------------------------------------ Page 36 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 32 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01-005813 REPUBLIC SERVICES #923 C 0923-005571383 FEB ORGANIC HAULING W/CREDI APBNK 9/12/2024 R 1/25/2024 1,256.38CR 1,256.38 G/L ACCOUNT CK: 156693 1,256.38CR 101 41940-01-530.00 IMPROVEMENTS OTHER THAN BLDGS 1,256.38CRFEB ORGANIC HAULING W/CREDITS I 0923-005592913 MARCH ORGANIC HAULING APBNK 9/12/2024 R 2/25/2024 181.52 181.52CR G/L ACCOUNT CK: 156693 181.52 101 41940-01-530.00 IMPROVEMENTS OTHER THAN BLDGS 181.52 MARCH ORGANIC HAULING I 0923-005618661 APRIL ORGANIC HAULING APBNK 9/12/2024 R 3/25/2024 181.52 181.52CR G/L ACCOUNT CK: 156693 181.52 101 41940-01-530.00 IMPROVEMENTS OTHER THAN BLDGS 181.52 APRIL ORGANIC HAULING I 0923-005651252 MAY ORGANIC HAULING APBNK 9/12/2024 R 4/25/2024 181.05 181.05CR G/L ACCOUNT CK: 156693 181.05 101 41940-01-530.00 IMPROVEMENTS OTHER THAN BLDGS 181.05 MAY ORGANIC HAULING I 0923-005676547 JUNE ORGANIC HAULING APBNK 9/12/2024 R 5/25/2024 180.37 180.37CR G/L ACCOUNT CK: 156693 180.37 101 41940-01-530.00 IMPROVEMENTS OTHER THAN BLDGS 180.37 JUNE ORGANIC HAULING I 0923-005695355 JULY ORGANIC HAULING APBNK 9/12/2024 R 6/25/2024 178.45 178.45CR G/L ACCOUNT CK: 156693 178.45 101 41940-01-530.00 IMPROVEMENTS OTHER THAN BLDGS 178.45 JULY ORGANIC HAULING I 0923-005736347 AUG ORGANIC HAULING APBNK 9/12/2024 R 7/25/2024 179.23 179.23CR G/L ACCOUNT CK: 156693 179.23 101 41940-01-530.00 IMPROVEMENTS OTHER THAN BLDGS 179.23 AUG ORGANIC HAULING I 0923-005752553 SEPTEMBER ORGANIC HAULING APBNK 9/12/2024 R 8/25/2024 178.37 178.37CR G/L ACCOUNT CK: 156693 178.37 101 41940-01-530.00 IMPROVEMENTS OTHER THAN BLDGS 178.37 SEPTEMBER ORGANIC HAULING REG. CHECK 1 4.13 4.13CR 0.00 4.13 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-181644 ROSEMOUNT EXPRESS ACCOUNT I CK1055 TITLE ONLY FEES APBNK 9/12/2024 R 8/30/2024 29.00 29.00CR G/L ACCOUNT CK: 156694 29.00 207 49007-01-572.00 OTHER EQUIPMENT PURCHASES 29.00 TITLE ONLY FEES REG. CHECK 1 29.00 29.00CR 0.00 29.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ Page 37 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 33 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01-001665 ROUGH CUTT I 2024-0570 MOWING @ 14835 DALLARA AVE APBNK 9/12/2024 R 8/10/2024 425.00 425.00CR G/L ACCOUNT CK: 156695 425.00 101 42230-01-409.00 OTHER CONTRACTED REPAIR 425.00 MOWING @ 14835 DALLARA AVE I 2024-0571 MOWING @ 3657 155TH ST APBNK 9/12/2024 R 8/25/2024 300.00 300.00CR G/L ACCOUNT CK: 156695 300.00 101 42230-01-409.00 OTHER CONTRACTED REPAIR 300.00 MOWING @ 3657 155TH ST REG. CHECK 1 725.00 725.00CR 0.00 725.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-190095 SAM'S CLUB I 8985 4736 2024 VENDING/CITY HALL SUPPLIES APBNK 9/12/2024 R 8/27/2024 349.16 349.16CR G/L ACCOUNT CK: 156696 349.16 101 41810-01-260.00 FOOD FOR RESALE 118.94 VENDING/CITY HALL SUPPLIES 101 41940-01-208.00 MISCELLANEOUS SUPPLIES 230.22 VENDING/CITY HALL SUPPLIES REG. CHECK 1 349.16 349.16CR 0.00 349.16 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-006262 TIM SCHMIDT I 2024-0576 PERMIT 5514-DAMAGE DEPOSIT APBNK 9/12/2024 R 9/09/2024 300.00 300.00CR G/L ACCOUNT CK: 156697 300.00 101 22005 REFUNDS PAYABLE - P&R 300.00 PERMIT 5514-DAMAGE DEPOSIT REG. CHECK 1 300.00 300.00CR 0.00 300.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-000806 SCIENCE EXPLORERS INC I 5054 WIZARD SCHOOL CLASS APBNK 9/12/2024 R 8/23/2024 750.00 750.00CR G/L ACCOUNT CK: 156698 750.00 101 45100-93-219.00 OTHER OPERATING SUPPLIES 750.00 WIZARD SCHOOL CLASS REG. CHECK 1 750.00 750.00CR 0.00 750.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ Page 38 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 34 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01-190580 SENTRY SYSTEMS INC I 796083 FS #1 MONITORING-SEPT,OCT,N APBNK 9/12/2024 R 9/01/2024 81.30 81.30CR G/L ACCOUNT CK: 156699 81.30 101 42210-01-439.00 OTHER MISCELLANEOUS CHARGES 81.30 FS #1 MONITORING-SEPT,OCT,NOV REG. CHECK 1 81.30 81.30CR 0.00 81.30 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-190555 SHORT ELLIOT HENDRICKSON I 472336 CSAH 42 WM EXTENSION APBNK 9/12/2024 R 8/15/2024 41,119.66 41,119.66CR G/L ACCOUNT CK: 156700 41,119.66 418 48000-01-303.00 ENGINEERING FEES 41,119.66 CSAH 42 WM EXTENSION REG. CHECK 1 41,119.66 41,119.66CR 0.00 41,119.66 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-006183 SONUS INTERIORS INC I 2024-0588 ROSEMOUNT PD/PW PROJECT APBNK 9/12/2024 R 8/31/2024 47,500.00 47,500.00CR G/L ACCOUNT CK: 156701 47,500.00 421 48000-01-521.00 BUILDING & STRUCTURE PURCHASES 47,500.00 ROSEMOUNT PD/PW PROJECT REG. CHECK 1 47,500.00 47,500.00CR 0.00 47,500.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-006184 SPECIALTY WORKS SERVICES LL I SWS2826 ERICKSON PK PAVILLION REPAI APBNK 9/12/2024 R 8/20/2024 785.00 785.00CR G/L ACCOUNT CK: 156702 785.00 101 41940-01-401.00 CONTRACTED BUILDING REPAIRS 785.00 ERICKSON PK PAVILLION REPAIR REG. CHECK 1 785.00 785.00CR 0.00 785.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-192536 STREICHER'S I I1662017 MORGEL UNIFORM APBNK 9/12/2024 R 10/25/2023 79.99 79.99CR G/L ACCOUNT CK: 156703 79.99 101 42110-01-217.00 CLOTHING ALLOWANCE - POLICE 79.99 MORGEL UNIFORM I I1709882 HOWSEN UNIFORM APBNK 9/12/2024 R 7/18/2024 5,028.74 5,028.74CR G/L ACCOUNT CK: 156703 5,028.74 101 42110-36-217.00 CLOTHING ALLOWANCE - POLICE 5,028.74 HOWSEN UNIFORM Page 39 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 35 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ I I1709972 HOWSEN UNIFORM APBNK 9/12/2024 R 7/19/2024 79.99 79.99CR G/L ACCOUNT CK: 156703 79.99 101 42110-36-217.00 CLOTHING ALLOWANCE - POLICE 79.99 HOWSEN UNIFORM I I1715691 DAHLSTROM UNIFORM APBNK 9/12/2024 R 8/23/2024 1,869.90 1,869.90CR G/L ACCOUNT CK: 156703 1,869.90 208 49008-01-217.00 CLOTHING ALLOWANCE 1,869.90 DAHLSTROM UNIFORM REG. CHECK 1 7,058.62 7,058.62CR 0.00 7,058.62 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-006261 SWAN COMPANIES INC I 2024-0575 FLINT HILLS TRAIL IMPROVEME APBNK 9/12/2024 R 8/21/2024 63,793.65 63,793.65CR G/L ACCOUNT CK: 156704 63,793.65 205 49005-01-537.00 IMPROVEMENTS OTHER THAN BLDGS 63,793.65 FLINT HILLS TRAIL IMPROVEMENTS REG. CHECK 1 63,793.65 63,793.65CR 0.00 63,793.65 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-005982 T-MOBILE USA INC I 9568363520 SEARCH WARRANT FEE APBNK 9/12/2024 R 5/17/2024 115.00 115.00CR G/L ACCOUNT CK: 156705 115.00 101 42110-01-319.00 OTHER PROFESSIONAL SERVICES 115.00 SEARCH WARRANT FEE REG. CHECK 1 115.00 115.00CR 0.00 115.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-006088 TEKTON CONSTRUCTION I 2024-0589 ROSEMOUNT PD/PW PROJECT APBNK 9/12/2024 R 8/31/2024 193,930.93 193,930.93CR G/L ACCOUNT CK: 156706 193,930.93 421 48000-01-521.00 BUILDING & STRUCTURE PURCHASES 193,930.93 ROSEMOUNT PD/PW PROJECT REG. CHECK 1 193,930.93 193,930.93CR 0.00 193,930.93 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-006049 THELEN HEATING & ROOFING IN I 2024-0590 ROSEMOUNT PD/PW PROJECT APBNK 9/12/2024 R 8/31/2024 24,480.55 24,480.55CR G/L ACCOUNT CK: 156707 24,480.55 421 48000-01-521.00 BUILDING & STRUCTURE PURCHASES 24,480.55 ROSEMOUNT PD/PW PROJECT Page 40 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 36 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ REG. CHECK 1 24,480.55 24,480.55CR 0.00 24,480.55 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-000549 TKDA ASSOCIATES I 002024004061 2025 SIP APBNK 9/12/2024 R 8/02/2024 16,052.32 16,052.32CR G/L ACCOUNT CK: 156708 16,052.32 413 48000-01-303.00 ENGINEERING FEES 16,052.32 2025 SIP REG. CHECK 1 16,052.32 16,052.32CR 0.00 16,052.32 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-201830 TRI STATE BOBCAT INC I P23833 2 - 48" SD FORK APBNK 9/12/2024 R 9/05/2024 540.00 540.00CR G/L ACCOUNT CK: 156709 540.00 101 43100-01-221.00 EQUIPMENT PARTS 540.00 2 - 48" SD FORK REG. CHECK 1 540.00 540.00CR 0.00 540.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-000104 UNION PACIFIC RAILROAD CO I 90138403 UPRR - PINE BEND XING INSTA APBNK 9/12/2024 R 8/14/2024 78,390.30 78,390.30CR G/L ACCOUNT CK: 156710 78,390.30 101 43121-01-404.00 RAILROAD ADMINISTRATION/MGMT. 78,390.30 UPRR - PINE BEND XING INSTALL REG. CHECK 1 78,390.30 78,390.30CR 0.00 78,390.30 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-006030 UNITED GLASS INC I 2024-0577 ROSEMOUNT PD/PW PROJECT APBNK 9/12/2024 R 8/31/2024 10,450.00 10,450.00CR G/L ACCOUNT CK: 156711 10,450.00 421 48000-01-521.00 BUILDING & STRUCTURE PURCHASES 10,450.00 ROSEMOUNT PD/PW PROJECT REG. CHECK 1 10,450.00 10,450.00CR 0.00 10,450.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ Page 41 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 37 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01-211917 US BANK I 7444909 SERIES 2023A AGT FEES APBNK 9/12/2024 R 8/23/2024 500.00 500.00CR G/L ACCOUNT CK: 156712 500.00 382 47000-01-621.00 BOND PAYING AGENT & ADMIN FEES 500.00 SERIES 2023A AGT FEES I 7444910 SERIES 2023B AGT FEES APBNK 9/12/2024 R 8/23/2024 500.00 500.00CR G/L ACCOUNT CK: 156712 500.00 301 47000-01-621.00 BOND PAYING AGENT & ADMIN FEES 268.50 SERIES 2023B AGT FEES 303 47000-01-621.00 BOND PAYING AGENT & ADMIN FEES 231.50 SERIES 2023B AGT FEES REG. CHECK 1 1,000.00 1,000.00CR 0.00 1,000.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-002636 VACKER SIGNS INC I 4142 PARK SIGNS APBNK 9/12/2024 R 8/27/2024 2,450.00 2,450.00CR G/L ACCOUNT CK: 156713 2,450.00 205 49005-01-533.00 IMPROVEMENTS OTHER THAN BLDGS 1,225.00 PARK SIGNS 205 49005-01-534.00 IMPROVEMENTS OTHER THAN BLDGS 1,225.00 PARK SIGNS REG. CHECK 1 2,450.00 2,450.00CR 0.00 2,450.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-006263 VADA CONTRACTING LLC I 2024-0578 DUNMORE PARK APBNK 9/12/2024 R 8/30/2024 84,668.75 84,668.75CR G/L ACCOUNT CK: 156714 84,668.75 205 49005-01-533.00 IMPROVEMENTS OTHER THAN BLDGS 84,668.75 DUNMORE PARK REG. CHECK 1 84,668.75 84,668.75CR 0.00 84,668.75 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-000847 VALLEY-RICH CO INC I 33716 REPAIRED CURB STOP APBNK 9/12/2024 R 8/26/2024 4,350.00 4,350.00CR G/L ACCOUNT CK: 156715 4,350.00 601 49400-01-403.00 CONTRACTED R & M-OTHER IMPROV 4,350.00 REPAIRED CURB STOP REG. CHECK 1 4,350.00 4,350.00CR 0.00 4,350.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ Page 42 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 38 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01-220480 VERIZON WIRELESS I 9972189904 CELLULAR SERVICE 8/23/2024 APBNK 9/12/2024 R 8/23/2024 2,764.44 2,764.44CR G/L ACCOUNT CK: 156716 2,764.44 101 41110-01-321.00 TELEPHONE COSTS 41.48 CELLULAR SERVICE 8/23/2024 101 41140-01-321.00 TELEPHONE COSTS 41.48 CELLULAR SERVICE 8/23/2024 101 41130-01-321.00 TELEPHONE COSTS 41.48 CELLULAR SERVICE 8/23/2024 101 42230-01-321.00 TELEPHONE COSTS 365.97 CELLULAR SERVICE 8/23/2024 101 41940-01-321.00 TELEPHONE COSTS 89.58 CELLULAR SERVICE 8/23/2024 101 43121-01-321.00 TELEPHONE COSTS 210.26 CELLULAR SERVICE 8/23/2024 101 45100-01-321.00 TELEPHONE COSTS 382.29 CELLULAR SERVICE 8/23/2024 101 45100-30-321.00 TELEPHONE COSTS 41.48 CELLULAR SERVICE 8/23/2024 101 45202-01-321.00 TELEPHONE COSTS 508.80 CELLULAR SERVICE 8/23/2024 601 49400-01-321.00 TELEPHONE COSTS 260.68 CELLULAR SERVICE 8/23/2024 602 49450-01-321.00 TELEPHONE COSTS 260.68 CELLULAR SERVICE 8/23/2024 603 49500-01-321.00 TELEPHONE COSTS 409.28 CELLULAR SERVICE 8/23/2024 101 41320-01-321.00 TELEPHONE COSTS 23.02 CELLULAR SERVICE 8/23/2024 101 43100-01-321.00 TELEPHONE COSTS 87.96 CELLULAR SERVICE 8/23/2024 I 9972189905 BACK UP DIALER APBNK 9/12/2024 R 8/23/2024 41.82 41.82CR G/L ACCOUNT CK: 156716 41.82 601 49400-01-321.00 TELEPHONE COSTS 13.94 BACK UP DIALER 602 49450-01-321.00 TELEPHONE COSTS 13.94 BACK UP DIALER 603 49500-01-321.00 TELEPHONE COSTS 13.94 BACK UP DIALER REG. CHECK 1 2,806.26 2,806.26CR 0.00 2,806.26 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-004261 VERMILLION ELEVATOR INC I 264231 EROSION CONTROL MATERIALS APBNK 9/12/2024 R 8/15/2024 2,125.00 2,125.00CR G/L ACCOUNT CK: 156718 2,125.00 603 49500-01-230.00 REPAIR MATERIALS & SUPPLIES 2,125.00 EROSION CONTROL MATERIALS REG. CHECK 1 2,125.00 2,125.00CR 0.00 2,125.00 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-005240 WARSAW SOLAR, LLC I 2408-6994F JUL'24 SOLAR SUBSCRIPTIONS APBNK 9/12/2024 R 8/29/2024 26,602.58 26,602.58CR G/L ACCOUNT CK: 156719 26,602.58 101 41940-01-381.00 ELECTRIC UTILITIES 8,348.37 JUL'24 SOLAR SUBSCRIPTIONS 601 49407-01-381.00 ELECTRIC UTILITIES 759.66 JUL'24 SOLAR SUBSCRIPTIONS 601 49410-01-381.00 ELECTRIC UTILITIES 855.21 JUL'24 SOLAR SUBSCRIPTIONS 601 49412-01-381.00 ELECTRIC UTILITIES 3,918.73 JUL'24 SOLAR SUBSCRIPTIONS Page 43 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 39 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ 650 45130-01-381.00 ELECTRIC UTILITIES 12,720.61 JUL'24 SOLAR SUBSCRIPTIONS REG. CHECK 1 26,602.58 26,602.58CR 0.00 26,602.58 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-004606 WILLIAMS SCOTSMAN INC I 9021750231 PW PARKS TRAILER RENTAL APBNK 9/12/2024 R 8/25/2024 975.34 975.34CR G/L ACCOUNT CK: 156720 975.34 101 45202-01-416.00 MACHINERY RENTAL 975.34 PW PARKS TRAILER RENTAL REG. CHECK 1 975.34 975.34CR 0.00 975.34 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-231910 WSB AND ASSOCIATES INC I 23270-000-13 TALAMORE PARK MGMT APBNK 9/12/2024 R 9/03/2024 2,733.50 2,733.50CR G/L ACCOUNT CK: 156721 2,733.50 205 49005-01-534.00 IMPROVEMENTS OTHER THAN BLDGS 2,733.50 TALAMORE PARK MGMT I 23450-000-12 FLINT HILLS TRAILS MGMT APBNK 9/12/2024 R 9/03/2024 5,492.85 5,492.85CR G/L ACCOUNT CK: 156721 5,492.85 205 49005-01-537.00 IMPROVEMENTS OTHER THAN BLDGS 5,492.85 FLINT HILLS TRAILS MGMT I 26235-000-1 CARAMORE PARK DESIGN APBNK 9/12/2024 R 9/03/2024 377.50 377.50CR G/L ACCOUNT CK: 156721 377.50 205 49005-01-531.00 IMPROVEMENTS OTHER THAN BLDGS 377.50 CARAMORE PARK DESIGN REG. CHECK 1 8,603.85 8,603.85CR 0.00 8,603.85 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-240010 XCEL ENERGY I 0010071743-0 8/24 FH REC COMPLEX IRRIGATION APBNK 9/12/2024 R 8/22/2024 726.82 726.82CR G/L ACCOUNT CK: 156722 726.82 101 45202-01-381.00 ELECTRIC UTILITIES 726.82 FH REC COMPLEX IRRIGATION I 0010575696-0 8/24 ERICKSON PARK TENNIS COURTS APBNK 9/12/2024 R 8/22/2024 598.16 598.16CR G/L ACCOUNT CK: 156722 598.16 101 45202-01-381.00 ELECTRIC UTILITIES 598.16 ERICKSON PARK TENNIS COURTS I 0011108910-3 8/24 RSMT SC-ACTIVITY CENTER APBNK 9/12/2024 R 8/22/2024 2,024.36 2,024.36CR G/L ACCOUNT CK: 156722 2,024.36 101 45100-30-381.00 ELECTRIC UTILITIES 2,024.36 RSMT SC-ACTIVITY CENTER I 0013089608-6 8/24 WELCOME SIGN - SOUTH APBNK 9/12/2024 R 8/21/2024 10.00 10.00CR G/L ACCOUNT CK: 156722 10.00 608 49508-01-381.00 ELECTRIC UTILITIES 10.00 WELCOME SIGN - SOUTH Page 44 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 40 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ I 0013530257-8 8/24 FLASHING PEDESTRIAN LIGHT APBNK 9/12/2024 R 8/21/2024 8.68 8.68CR G/L ACCOUNT CK: 156722 8.68 608 49508-01-381.00 ELECTRIC UTILITIES 8.68 FLASHING PEDESTRIAN LIGHT I 0014429306-4 8/24 POLICE & PUBLIC WORKS BUILD APBNK 9/12/2024 R 8/22/2024 801.79 801.79CR G/L ACCOUNT CK: 156722 801.79 421 48000-01-381.00 ELECTRIC UTILITIES 801.79 POLICE & PUBLIC WORKS BUILDING I 0519839-2 8/24 UMORE LIGHTS & IRRIGATION APBNK 9/12/2024 R 8/22/2024 541.27 541.27CR G/L ACCOUNT CK: 156722 541.27 101 45202-01-381.00 ELECTRIC UTILITIES 541.27 UMORE LIGHTS & IRRIGATION I 8053588-8 8/24 SIGNAL & STREET LIGHTS APBNK 9/12/2024 R 8/22/2024 126.87 126.87CR G/L ACCOUNT CK: 156722 126.87 101 43121-01-381.00 ELECTRIC UTILITIES 54.79 SIGNAL & STREET LIGHTS 608 49508-01-381.00 ELECTRIC UTILITIES 72.08 SIGNAL & STREET LIGHTS I 8807010-0 8/24 WELL #15 APBNK 9/12/2024 R 8/26/2024 1,408.24 1,408.24CR G/L ACCOUNT CK: 156722 1,408.24 601 49425-01-381.00 ELECTRIC UTILITIES 1,408.24 WELL #15 REG. CHECK 1 6,246.19 6,246.19CR 0.00 6,246.19 0.00 ------------------------------------------------------------------------------------------------------------------------------------ 01-003480 YALE MECHANICAL LLC I 258813 FS2 SUMMER MAINTENANCE APBNK 9/12/2024 R 8/31/2024 507.00 507.00CR G/L ACCOUNT CK: 156723 507.00 101 41940-01-319.00 OTHER PROFESSIONAL SERVICES 507.00 FS2 SUMMER MAINTENANCE I 258843 CH/PW MID-SEASON MAINTENANC APBNK 9/12/2024 R 8/31/2024 573.44 573.44CR G/L ACCOUNT CK: 156723 573.44 101 41940-01-319.00 OTHER PROFESSIONAL SERVICES 573.44 CH/PW MID-SEASON MAINTENANCE I 258866 FS1 MID-SEASON MAINTENANCE APBNK 9/12/2024 R 8/31/2024 347.00 347.00CR G/L ACCOUNT CK: 156723 347.00 101 41940-01-319.00 OTHER PROFESSIONAL SERVICES 347.00 FS1 MID-SEASON MAINTENANCE I 259038 REPAIR AC CENTRAL PARK APBNK 9/12/2024 R 8/26/2024 1,597.48 1,597.48CR G/L ACCOUNT CK: 156723 1,597.48 101 41940-01-401.00 CONTRACTED BUILDING REPAIRS 1,597.48 REPAIR AC CENTRAL PARK I 259830 REPLACED BOILER RELIEF VALV APBNK 9/12/2024 R 8/31/2024 1,308.36 1,308.36CR G/L ACCOUNT CK: 156723 1,308.36 101 41940-01-401.00 CONTRACTED BUILDING REPAIRS 1,308.36 REPLACED BOILER RELIEF VALVES REG. CHECK 1 4,333.28 4,333.28CR 0.00 4,333.28 0.00 ------------------------------------------------------------------------------------------------------------------------------------ Page 45 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 41 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 VENDOR SEQUENCE VENDOR ITEM NO# DESCRIPTION BANK CHECK STAT DUE DT GROSS PAYMENT OUTSTANDING DISC DT BALANCE DISCOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01-260960 ZIEGLER INC I IN001615975 PARTS APBNK 9/12/2024 R 9/04/2024 155.68 155.68CR G/L ACCOUNT CK: 156724 155.68 101 43100-01-221.00 EQUIPMENT PARTS 155.68 PARTS I IN001616006 PARTS APBNK 9/12/2024 R 9/04/2024 77.10 77.10CR G/L ACCOUNT CK: 156724 77.10 101 43100-01-221.00 EQUIPMENT PARTS 77.10 PARTS REG. CHECK 1 232.78 232.78CR 0.00 232.78 0.00 ------------------------------------------------------------------------------------------------------------------------------------ Page 46 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 42 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 =================================================== R E P O R T T O T A L S =================================================== F U N D D I S T R I B U T I O N FUND NO# FUND NAME AMOUNT ---------------------------------------------------------- 101 GENERAL FUND 391,246.11CR 201 PORT AUTHORITY FUND 718.75CR 202 BUILDING CIP FUND 167,308.06CR 205 PARK IMPROVEMENT FUND 163,831.25CR 206 INSURANCE FUND 445.00CR 207 EQUIPMENT CIP FUND 18,260.09CR 208 DUI FORFEITURE FUND 1,869.90CR 220 PEG FEES/CAPITAL 687.99CR 301 DS PA GO 2023B LIFE TIME 268.50CR 303 DS PA GO 2023B CITY 231.50CR 382 DS GO IMP BONDS-2023A 500.00CR 413 2025 STREET IMPROVEMENT 16,052.32CR 418 CSAH 42/BLAINE WATERMAIN 41,119.66CR 421 PD & PW BUILDINGS PROJECT 1,133,999.43CR 427 CONNEMARA-AKRON ROUNDABOU 15,622.13CR 483 AKRON AVE SOUTH EXT 870.00CR 484 FIRE STATION NO 1 FACADE 153,949.20CR 492 2024 STREET IMPROVEMENT 796,660.07CR 601 WATER UTILITY FUND 98,752.40CR 602 SEWER UTILITY FUND 151,672.03CR 603 STORM WATER UTILITY FUND 14,153.02CR 608 STREET LIGHT UTILITY FUND 107.82CR 650 ARENA FUND 31,978.46CR ** TOTALS ** 3,200,303.69CR ==================================================================================================================================== Page 47 of 349 9-12-2024 8:14 AM A/P PAYMENT REGISTER PAGE: 43 PACKET: 07121 09/12/2024 AP CHECK RUN VENDOR SET: 01 =================================================== R E P O R T T O T A L S =================================================== ---- TYPE OF CHECK TOTALS ---- GROSS PAYMENT OUTSTANDING NUMBER BALANCE DISCOUNT HAND CHECKS 0.00 0.00 0.00 0.00 0.00 DRAFTS 2 1,300.00 1,300.00CR 0.00 1,300.00 0.00 REG-CHECKS 141 3,199,003.69 3,199,003.69CR 0.00 3,199,003.69 0.00 EFT 0.00 0.00 0.00 0.00 0.00 NON-CHECKS 0.00 0.00 0.00 0.00 0.00 ALL CHECKS 143 3,200,303.69 3,200,303.69CR 0.00 3,200,303.69 0.00 ------------------------------------------------------------------------------------------------------------------------------------ ERRORS:0 WARNINGS: 0 9/12/2024 Page 48 of 349 ROSEMOUNT CITY COUNCIL REGULAR MEETING PROCEEDINGS SEPTEMBER 3, 2024 CALL TO ORDER/PLEDGE OF ALLEGIANCE Pursuant to due call and notice thereof, a regular meeting of the Rosemount City Council was held on Tuesday, September 3, 2024, at 7:00 PM. in Rosemount Council Chambers, 2875 145th Street West. Mayor Weisensel called the meeting to order with Councilmembers Freske, Essler, Theisen and Klimpel. APPROVAL OF AGENDA Motion by Weisensel Motion to approve consent agenda Ayes: 5. Nays: None. Motion Carried. PRESENTATIONS, PROCLAMATIONS AND ACKNOWLEDGMENTS a. Police Officer Oath of Office Chief of Police Dahlstrom introduced Alex Zaboj who has worked hard on patrol and recently passed his one-year probationary period. City Clerk Fasbender administered the Oath of Office. RESPONSE TO PUBLIC COMMENT None. PUBLIC COMMENT None. CONSENT AGENDA Motion by Essler Second by Freske Motion to approve consent agenda Ayes: 5. Nays: None. Motion Carried. a. Bill Listings b. Minutes of the August 20, 2024 Regular Meeting Minutes c. Tort Liability Insurance Limits Page 49 of 349 d. ISD 196 Ice Rental Agreement e. RAHA Concessions Agreement f. ISD 196 Parking Lot Joint Powers Agreement g. 2024-2026 School Resource Officer (SRO) Liaison Agreement h. Request for the approval of an Encroachment Agreement i. Life Time Facility – Change Order #10 j. Approve Separation Agreement PUBLIC HEARINGS None UNFINISHED BUSINESS None. NEW BUSINESS a. PD PW Campus Project Update City Administrator Martin provided a Police Department and Public Works Campus update. The most recent updates are available on the city website. Mr. Martin provided an overview of the current state of the budget and pending change orders. The project remains on budget as anticipated, with a projected budget savings of $600,000 at this time. Mr. Martin noted staff would likely move there in the middle of December. A public open house will likely take place next spring. The City Council agreed on how pleased they are to see how successful the project is moving along. ANNOUNCEMENTS a. City Staff Updates City Administrator Martin noted the next City Council meeting on September 17th will include several action items, i.e. 2025 Budget and Planning Commission items (Rosemount Middle School, Kwik Trip and a daycare facility). b. Upcoming Community Calendar Mayor Weisensel reviewed the calendar of events and upcoming meetings. Page 50 of 349 ADJOURNMENT There being no further business to come before the City Council at the regular council meeting and upon a motion by Weisensel and a second by Theisen the meeting was adjourned back to the work session at 7:19 p.m. Respectfully submitted, Erin Fasbender City Clerk Page 51 of 349 ROSEMOUNT CITY COUNCIL WORK SESSION PROCEEDINGS SEPTEMBER 3, 2024 CALL TO ORDER Pursuant to due call and notice thereof, a regular meeting of the Rosemount City Council was held on Tuesday, September 3, 2024, at 5:00 PM. in Rosemount Council Chambers, 2875 145th Street West. Mayor Weisensel called the meeting to order with Councilmembers Freske, Essler, Theisen and Klimpel. a. FOLLOWING THE CITY COUNCIL REGULAR MEETING: The Council may choose to reconvene the work session after the adjournment of the regular meeting if the business of the work session is unable to be completed in the allotted time. DISCUSSION a. Community Band Commissioned Music City Administrator Martin introduced Mark Enochs, Rosemount Community Band (RCB). Mr. Martin provided an overview of RCB's request to partner with the city in supporting the efforts to commission a piece of music in honor of John Zschunke, RCB founder and former Rosemount Middle School teacher. Mr. Martin noted the City is determining ways the city can support, i.e. donation, marketing, etc. Councilmember Theisen questioned if other local businesses had been contacted for donations and Mr. Enochs confirmed RCB has reached out and will continue to request donations from local establishments. Mr. Enochs stated the estimate to have the music commissioned would be approximately $18,000 and the music would be performed likely next October. Mr. Martin noted the City does have a Joint Powers Agreement with RCB and the City has had prior involvement with supporting the Rosemount Band via marketing, which was around $5,000. Mr. Enochs stated there is no specific timeframe that he needs a response by. Mr. Martin will continue to work with Mr. Enochs on a reasonable way to support RCB's efforts and will report back to City Council for final approval. The City Council is supportive in supporting the request. b. Cannabis Regulatory Decisions City Administrator Logan Martin presented to the City Council that staff is seeking feedback and recommendations on the regulation of cannabis within Rosemount. Community Development Director Kienberger and Joe Sathe, Kennedy & Graven Attorney, provided a high-level overview of the regulatory options cities have regarding adult-use cannabis. Currently, the city has a moratorium on the operation of cannabis businesses until January 1, 2025. Page 52 of 349 The City Council reviewed key policy questions with the understanding that the State Office of Cannabis Management rules are subject to change over the next few months. The City Council agreed to place a buffer around schools, including Dakota County Technical College. Under state guidelines, the city may prohibit the operation of a cannabis business within 1,000 feet of a school. Staff will work to determine whether 1,000 feet is the appropriate amount. The City Council does wish to limit the number of retailers to 1 retailer per 12,500 city residents, which would equate to allowing 3 businesses under the current population. The City Council does not wish to adopt buffers between hemp or cannabis businesses as the market will determine where the businesses should be best placed within a distance of one another. The City Council also recommended limiting the hours of operations the same as liquor sale hours to keep consistency. In addition, the City Council advises any temporary cannabis events to follow the same general process as other events that occur throughout the city. Staff recommended the City handle the registrations for licensing versus the county and the City Council agreed to proceed with the path of the City handling the registrations. Mr. Sathe also noted that just as the city can regulate the number of businesses within a town, so can the county based on the same population formula. The county could limit the retails and not the cities. The next steps include staff working with Kennedy and Graven to determine the next steps to enact the recommendations given by the City Council. UPDATES a. Staff Reports Police Department Chief Dahlstrom provided an update on recent police events. Community Development Community Development Director Kienberger recapped the recent Port Authority meeting which included Project Falcon being present. Mr. Kienberger noted no application for the project has been received yet, so there is no communication to share with the public at this time. Council Member Freske suggested a reminder to educate residents again on how development occurs and why this project has a code name including the parcel that is under consideration. Staff will confirm the timing of this project going to the Board of Regents to come up with the best plan on how to communicate the project to the public. Mr. Kienberger also noted potential development opportunities near 145th Street/Highway 55. Staff will continue to work with potential developers to have a better understanding on whether any amendments would need to occur with land use, an understanding of traffic flow and water and energy sources. The City Council also expressed interest in getting different types of businesses on the east side. At 6:54 p.m. Mayor Weisensel brought forth a motion. Page 53 of 349 Motion by Weisensel Motion to continue the meeting to after the regular council meeting Ayes: 5. Nays: None. Motion carried. At 7:23 p.m. Mayor Weisensel called the regular work session meeting back to order. Public Works Public Works Director Egger provided an update of the Connemara Trail roundabout project and discussed the possible closures, including both lanes and singular lane possibilities. Mr. Egger noted, if there was a full closer to complete the roundabout, the project would be completed sooner. Mr. Egger noted, this project would be after the roundabout project at the Rosemount High School on Highway 3. The City Council would like to know more about differences in timing between a partial and full closure. A public open house will occur on October 9th. Administrative Services Department City Clerk Fasbender provided an update on the Primary Election and noted the timelines of voting for the November 5th election. City Administrator Martin provided an update on the salary market study and noted staff will have a meeting tomorrow with the consultant to discuss next steps. Once finalized, staff will present to the City Council for approval. Council member Updates Council member Freske mentioned the Haunted Trail will take place on October 26th. Council member Essler mentioned his upcoming meeting with Minnesota Valley Transit Authority. Council member Freske requested more information from MVTA to provide routes from Rosemount to downtown. ADJOURNMENT There being no further business to come before the City Council at the regular council meeting and upon a motion by Weisensel and a second by Klimpel the meeting was adjourned at 8:29 p.m. Respectfully submitted, Erin Fasbender City Clerk Page 54 of 349 EXECUTIVE SUMMARY City Council Regular Meeting: September 17, 2024 AGENDA ITEM: Approval of an Encroachment Agreement for the property at 14372 Davenport Avenue AGENDA SECTION: CONSENT AGENDA PREPARED BY: Julia Hogan, Planner AGENDA NO. 6.d. ATTACHMENTS: Site Location, Encroachment Agreement APPROVED BY: LJM RECOMMENDED ACTION: Motion to Approve the Attached Encroachment Agreement and Authorize the Mayor and City Clerk to enter into the Agreement. BACKGROUND The current owner of the property at 14372 Davenport Avenue is marketing their home for sale and through due diligence work conducted by their real estate agent to check title-related matters, it has become evident that a portion of the deck that is attached to the rear side of the home was built within a drainage and utility easement area. This drainage and utility easement area reserves and protects space for Hawkins pond, which is located directly east of the property. All the backyards that are adjacent to Hawkins pond have large easement areas to encompass the High Water Line of the pond. The need for this type of easement size is because if there are intense sets of back-to-back storms, large spring melts or a breakdown of the stormwater lift station that pumps water from the pond to help keep flooding at bay, there needs to be adequate undistributed space to allow for the pond to spread. The property is apart of the Hawkins Pond subdivision and the home on the property was constructed in 1997. A deck permit was applied for in 2000, and was approved. The permit application on file shows the construction plans of the 12-foot by 17-foot deck but does not show a site plan of the setbacks from the property lines or easement areas. There is a survey of the property on file which shows the deck to be located outside the easement area, but it was confirmed that a portion of the deck is approximately 4-feet into the easement area. To resolve this matter and allow the owner to sell the home, the solution is to have the owner enter into an encroachment agreement with the City to allow for the portion of the existing deck within the easement to remain, under certain conditions. The City Attorney’s office has drafted the attached agreement to remedy the issue. The agreement would run with the land so that it would remain in effect for future owners. The agreement also includes language that states that the City reserves the right to terminate the agreement if the City intends to construct or repair utilities to be located within the easement, requiring excavation within the easement. The owners will also be responsible for all costs associated with excavation and restoration of the property and the encroachment area if the agreement is terminated. This is a low probability risk to the owners, but to preserve the City’s rights within the easement area, that provision is a required element of the agreement. Page 55 of 349 RECOMMENDATION Staff is recommending the City Council approve an encroachment agreement for the property at 14372 Davenport Avenue. Page 56 of 349 Page 57 of 349 1 DOCSOPEN\RS215\4\974204.v1-9/3/24 ENCROACHMENT AGREEMENT THIS ENCROACHMENT AGREEMENT (“Agreement”) made and entered into as of this ____ day of ____________________, 2024, by and between Mary K. Schultz, a single person, (“Owner”) and the City of Rosemount, a Minnesota municipal corporation (“City”). RECITALS A. The Owner is the fee owner of certain real estate located at 14372 Davenport Avenue, Rosemount, Minnesota 55068, (PID No. 34-32200-03-070) legally described on the attached Exhibit A (“Property”). B. The Property is subject to and bounded on all perimeters by the platted drainage and utility easement all as shown on the plat of HAWKINS POND (“Easement”). C. Owner constructed a deck attached to the main structure on the property, which attached deck is partially located within said Easement contrary to local laws and regulations (“Encroachment”). The location of the Encroachment is legally described on the attached Exhibit B and depicted on the attached Exhibit C (“Encroachment Area”). D. The City is willing to allow the Encroachment to remain within the Encroachment Area subject to the terms and conditions contained in this Agreement. AGREEMENT 1. Incorporation of Recitals. The recitals set forth above are incorporated herein and made part of this Agreement. 2. Grant of Limited Use Within Encroachment Area. The City warrants that it has the right to grant this limited use of its Encroachment Area. The City grants the Owner the right to encroach into the Encroachment Area for the sole purpose of maintaining the Encroachment. The permission granted by the City under this Agreement is limited exclusively to such purpose. This Agreement only creates a license to maintain the Encroachment and does not create any interest in real property. 3. Scope. The City reserves the right to use its Easement for drainage and utility purposes and all rights included therein, including the Encroachment Area for its own purposes. The City may take any action necessary to exercise its interest in its drainage and utility easement or the platted easement area, including excavation which may render the Encroachment Area unusable. In the event the Encroachment Area becomes unusable for the use contemplated herein, the Owner will have no claim against the City. 4. Maintenance and Repair. The Owner must repair and maintain the Encroachment in a sound manner, as may be determined by the City Building Official, City Engineer or other designated City official. Page 58 of 349 2 DOCSOPEN\RS215\4\974204.v1-9/3/24 If Owner fails to repair or maintain the Encroachment during the term of this Agreement, such limited use granted may be revoked by the City. 5. Hold Harmless; Indemnification. All claims that arise or may arise against the Owner, her agents, or contractors while engaged in their use of the Encroachment Area will in no way be the obligation of the City. Further, Owner will indemnify, hold harmless and defend the City, its officials, employees, contractors and agents from and against all liability, loss, costs, damages, expenses, claims, actions or judgments, including reasonable attorneys’ fees which the City, its officers, employees, agents or contractors may sustain, incur, or be required to pay, arising out of any act or failure to act by Owner, her agents or contractors under this Agreement. Nothing in this Agreement is a waiver by the City of any immunity, defenses, or other limitations on liability to which the City is entitled by law. Further, Owner is responsible for the costs related to any damage to utilities within the Encroachment Area caused by Owner, her agents or contractors. 6. City Access to Utilities; Termination. The City reserves the right to terminate this Agreement if the City intends to construct or repair utilities to be located within the Easement, requiring excavation within the Easement. If feasible with the City’s construction plans, in the City’s discretion, the City and the Owner may enter into a separate agreement or temporary easement to allow for the City’s work within the Easement or on other areas of the Property without termination of this Agreement. The Owner will be responsible for all costs associated with excavation and restoration of the Property and the Encroachment Area. Upon termination of this Agreement, Owner must immediately remove the Encroachment and any other personal property from the Encroachment Area at Owner’s sole cost. 7. Notices. Any notice, demand, or other communication under this Agreement by either party to the other will be sufficiently given or delivered if it is dispatched by certified or registered mail or delivered personally to the address of Owner as set forth in the beginning of this Agreement, or with respect to the City, to the address below: City: City of Rosemount Attn: Public Works Director 2875 145th Street West Rosemount, MN 55068 8. Recording. The City will record this Agreement and any amendments thereto in the office of the Dakota County Recorder. 9. Entire Agreement; Modification. This Agreement constitutes the entire agreement between the parties and supersedes any other written or oral agreements between the parties. Any modification of this Agreement must be in writing and signed by both parties. Page 59 of 349 3 DOCSOPEN\RS215\4\974204.v1-9/3/24 IN WITNESS WHEREOF, the Owner and the City have executed this Agreement this _____ day of _______________, 2024. OWNER By: Mary K. Schultz STATE OF MINNESOTA ) ) ss. COUNTY OF DAKOTA ) This instrument was acknowledged before me on the _____ day of ________________, 2024, by Mary K. Schultz, a single person, as the Owner of the property located at 14372 Davenport Avenue, Rosemount, MN 55068. Notary Public Page 60 of 349 4 DOCSOPEN\RS215\4\974204.v1-9/3/24 CITY OF ROSEMOUNT By: Jeffery D. Weisensel, Mayor By: Erin Fasbender, City Clerk STATE OF MINNESOTA ) ) ss. COUNTY OF DAKOTA ) This instrument was acknowledged before me on the _____ day of ________________, 2024, by Jeffery D. Weisensel and Erin Fasbender, the Mayor and City Clerk, respectively, on behalf of the City of Rosemount, a Minnesota municipal corporation. Notary Public THIS INSTRUMENT DRAFTED BY: Kennedy & Graven, Chartered 700 Fifth Street Towers 150 South Fifth Street Minneapolis, MN 55402 Page 61 of 349 DOCSOPEN\RS215\4\974204.v1-9/3/24 EXHIBIT A Legal Description of the Owner’s Property Lot 7, Block 3, Hawkins Pond, according to the recorded plat thereof, and situate in Dakota County, Minnesota. Page 62 of 349 DOCSOPEN\RS215\4\974204.v1-9/3/24 EXHIBIT B Legal Description of Encroachment Area Page 63 of 349 DOCSOPEN\RS215\4\974204.v1-9/3/24 EXHIBIT C Depiction of Encroachment Area Page 64 of 349 EXECUTIVE SUMMARY City Council Regular Meeting: September 17, 2024 Tenative City Council Meeting: September 17, 2024 AGENDA ITEM: Request by RGA Holdings, LLC to rezone 211 acres of land from AG-Agriculture to B2-Employment. AGENDA SECTION: CONSENT AGENDA PREPARED BY: Anthony Nemcek , Senior Planner AGENDA NO. 6.e. ATTACHMENTS: Ordinance , PC Minutes Excerpt, Site Location, Land Use Map, Rezoning Exhibit APPROVED BY: LJM RECOMMENDED ACTION: Motion to adopt an ordinance amending the City of Rosemount Zoning Map for the subject property from AG-Agriculture to B2-Employment. BACKGROUND The City Council is being asked to consider a request by RGA Holdings, LLC., to rezone approximately 211 acres of land located west of Blaine Avenue and north of CSAH 42, except for the property owned by St. John's Lutheran Church at the intersection of those two roads. The applicant is requesting that the zoning classification of the site be changed from AG-Agriculture to B2-Employment. The Planning Commission and staff recommend approval of the rezoning request. The current zoning classification is not in conformance with the City's adopted Comprehensive Land Use Map, which designates the subject property for Business Park development. There is a small piece of land in the southwest portion of the subject parcel that is designated as CC-Community Commercial which will be located within the future right of way of an extension of Audrey Avenue to the north. Because this roadway will also serve traffic generated by future commercial development to the west of the subject parcel, staff finds the rezoning of this land to B2-Employment to be consistent with the Comprehensive Land Use Plan. Also of note, the recent update to the City's zoning ordinance replaced the BP-Business Park zoning district with the B2-Employment district. The applicant has been working to assemble the site to market it for development, and bringing the site's zoning into conformance with the City's Comprehensive Plan will provide clarity and eliminate confusion for potential users. Typically, rezoning requests to bring a site into conformance with the Comprehensive Plan are received as part of a larger application. At this time, the City has not received any applications for development proposals on the site. Because of the large size of the site, the applicant has completed an Alternative Urban Areawide Review (AUAR) in anticipation of any required environmental reviews triggered by development beyond the threshold that would require an Environmental Assessment Worksheet (EAW). The AUAR anticipated two potential development scenarios for the site; a distribution center or a data center. Again, no development applications have been received for the site, but any development proposals would require, at minimum, plat and site plan approval. Page 65 of 349 PLANNING COMMISSION ACTION The Planning Commission held a public hearing during its August 27, 2024 meeting to review the proposed zoning change and receive public comment. Following staff's presentation of the request, the Planning Commission asked clarifying questions related to the piece of land in the southwest corner of the property that is guided in the City's comprehensive land use plan for CC-Community Commercial use. Staff confirmed that the land would be rezoned to B2-Employment, and that it is located in the future right-of-way of the extension of Audrey Avenue to the north. The Commission also asked about the timing of the site's BP-Business Park land use designation as it relates to the adjacent residential development to the west. Staff confirmed that the subject property was identified for business park development with the most recent comprehensive plan update adopted in 2020 before the Talamore subdivision was approved. The Commission also asked if there were any projects proposed for the site currently, and staff confirmed that at this time no applications have been received by the City. The Commission heard three comments during the public hearing. The first was from a resident of a neighborhood nearby who asked what types of businesses are allowed in the B2-Employmment district. A second comment was received from a farmer expressing concerns about water usage and the shared responsibility of all land uses to conserve water resources. Lastly, a resident of property abutting the subject parcel asked if distribution centers would be allowed and if there were any sound requirements since there may be trucks backing up. Regarding sound, staff referred to the City's noise ordinance and how staff would work with future developers of the site to mitigate impacts. Staff also provided examples of business park uses elsewhere in the City. Finally, staff confirmed that the AUAR that was conducted for the development of the site specified dry cooling methods that rely on less water than historic wet cooling systems. The Commission voted unanimously to recommend the City Council approve the rezoning request. RECOMMENDATION The proposed zoning map amendmendment is consistent with the future land use designated by the City's adopted Comprehensive Plan. Therefore, staff is recommending approval of the proposed rezoning. The Planning Commission also recommends approval. Page 66 of 349 City of Rosemount Ordinance No. B-XXX AN ORDINANCE AMENDING ORDINANCE B CITY OF ROSEMOUNT ZONING ORDINANCE RGA Holdings, LLC. THE CITY COUNCIL OF THE CITY OF ROSEMOUNT, MINNESOTA, ORDINANCE AS FOLLOWS: Section 1. Ordinance B, adopted September 19, 1989, entitled “City of Rosemount Zoning Ordinance,” is hereby amended to rezone property from A2-Agricultural to B2 – Employment within the City of Rosemount legally described as follows: That part of the Southeast 1/4 of the Northeast 1/4 of Section 26, Township 115, Range 19, Dakota County, Minnesota described as follows: Commencing at the Southeast corner of said Southeast 1/4 of the Northeast 1/4; thence North along the East line thereof a distance of 967.43 feet to the point of beginning; thence West, parallel with the South line of said Southeast 1/4 of the Northeast 1/4 a distance of 365.00 feet; thence South, parallel with said East line a distance of 155.00 feet; thence West, parallel with said South line a distance of 298.30 feet; thence South, parallel with said East line a distance of 322.95 feet; thence West, parallel with said South line a distance of 663.87 feet to the West line of said Southeast ¼ of the Northeast ¼; thence North along said West line a distance of 512.99 feet; thence East, parallel with the North line of said Southeast ¼ of the Northeast ¼ a distance of 1326.44 feet to said East line of the Southeast ¼ of the Northeast ¼; thence South along said East line a distance of 30.00 feet to a point of beginning, according to the United States Government Survey thereof, Dakota County, Minnesota. and The North 155 feet of the South 967.43 feet of the East 365 feet of the Southeast 1/4 of the Northeast 1/4, Section 26, Township 115, Range 19, Dakota County, Minnesota. and That part of the Southeast Quarter (SE 1/4) of the Northeast Quarter (NE 1/4) of Section Twenty-six (26), Township One Hundred Fifteen (115), Range Nineteen (19), lying Northerly of a line described as follows: Commencing at the Southeast corner of said Southeast Quarter (SE 1/4) of the Northeast Quarter (NE 1/4); thence North along the East line thereof of a distance of 967.43 feet; thence West, parallel with the South line of said Southeast Quarter (SE 1/4) of the Northeast Quarter (NE 1/4) a distance of 365.00 feet; thence South, parallel with said East Page 67 of 349 line a distance of 155.00 feet; thence West, parallel with the said South line a distance of 298.30 feet; thence South, parallel with said East line a distance 322.95 feet; thence West, parallel with said South line a distance of 663.87 feet to the West line of said Southeast Quarter (SE 1/4) of the Northeast Quarter (NE 1/4); thence North along said West line a distance of 512.99 feet to the point of beginning of the line to be described; thence East, parallel with the North line of said Southeast Quarter (SE 1/4) of the Northeast Quarter (NE 1/4) a distance of 1326.46 feet to the East line of the Southeast Quarter (SE 1/4) of the Northeast Quarter (NE 1/4), and there terminating. and Part of the East One Half of the Northeast Quarter of the Northeast Quarter in Section Numbered Twenty Six, Township One Hundred Fifteen, Range Nineteen, described as follows, viz., Beginning at the Southeast corner of the East One Half of the Northeast Quarter of the Northeast Quarter, thence West Three Hundred Fifty feet, thence North One Hundred Twenty Five feet, thence East Three Hundred Fifty feet, thence South One Hundred Twenty Five feet to the point of beginning. (It is hereby understood that the said point of beginning is in the center of the public road, also known as the Capitol Highway, along the East side of the property hereby conveyed). and That part of the East one-half (E½) of the Northeast Quarter (NE¼) of the Northeast Quarter (NE¼) of Section Twenty-Six (26), Township One Hundred Fifteen (115), Range Nineteen (19), described as follows: Commencing at the Southeast corner of said East one- half (E½) of the Northeast Quarter (NE¼) of the Northeast Quarter (NE¼); thence North along the East line thereof a distance of 125.00 feet to the point of beginning; thence continuing North along said East line a distance of 125.00 feet; thence West, parallel with the South line of said East one-half (E½) of the Northeast Quarter (NE¼) of the Northeast Quarter (NE¼); a distance of 350.00 feet; thence South, parallel with the East line of said East one-half (E½) of the Northeast Quarter (NE¼) of the Northeast Quarter (NE¼), a distance of 125.00 feet; thence East, parallel with the South line of said East one-half (E½) of the Northeast Quarter (NE¼) of the Northeast Quarter (NE¼), a distance of 350.00 feet to the point of beginning. and The South 296.0 feet of the East one-half (E½) of the Northeast Quarter (NE¼) of the Northeast Quarter (NE¼) of Section Twenty-Six (26), Township One Hundred Fifteen (115), Range Nineteen (19), Dakota County, Minnesota; EXCEPT the South 250.0 feet of the East 350.0 feet thereof. Records of Dakota County, Minnesota. and The North 330 feet of South 626 feet of East Half (E1/2) of the Northeast Quarter (NE1/4) of the Northeast Quarter (NE1/4), Section Twenty Six (26), Township One Hundred Fifteen (115), Range Nineteen (19), Dakota County, Minnesota. Page 68 of 349 and The West half of the Northeast Quarter of the Northeast Quarter (W½ of NE¼ of NE¼) of Section 26, Township 115, Range 19, Dakota County, Minnesota. and The East Half (E½) of the Northeast Quarter (NE¼) of the Northeast Quarter (NE¼) of Section Twenty-six (26), Township One Hundred Fifteen (115), Range Nineteen (19), EXCEPT the South 626 feet, and EXCEPT the East 363 feet of the North 300 feet of the South 926 feet thereof, according to the Government Survey thereof, Dakota County, Minnesota. and The East 363 feet of the North 300 feet of the South 926 feet of the East half of the Northeast Quarter of the Northeast Quarter, Section 26, Township 115 North, Range 19 West, in the City of Rosemount, County of Dakota, State of Minnesota. and The West Half of the Northeast Quarter of Section 26, Township 115, North, Range 19 West, Dakota County, Minnesota, excepting therefrom the South 55 feet thereof. The East Half of the Northwest Quarter of Section 26, Township 115 North, Range 19 West, Dakota County, Minnesota, EXCEPTING THEREFROM the following described parcel: Beginning at the southeast corner of said East Half; thence northerly along the East boundary line of said East Half a distance of 350 feet; thence westerly parallel to the South Boundary line of said East Half a distance of 500 feet; thence southerly parallel to the East boundary line of said East Half to the point of intersection with the South boundary line of said East Half; thence easterly along the South boundary line of said East Half to the point of beginning, according to the Government Survey thereof, And That portion of the East half (E 1/2) of the Northwest Quarter (NW 1/4) of Section Twenty Six (26), Township One Hundred Fifteen (115), Range Nineteen (19) described as follows: Beginning at the Southeast corner of said East half (E 1/2); thence Northerly along the East boundary line of said East half (E 1/2) a distance of 350 feet, thence Westerly parallel to the South boundary line of said East half (E 1/2) a distance of 500 feet; thence Southerly parallel to the East boundary line of said East half (E 1/2) to the point of Intersection with the South boundary line of said East half (E 1/2), thence Easterly along the South boundary line of East half (E 1/2) to the point of beginning, according to the Government Survey thereof, Dakota County, Minnesota. Page 69 of 349 Section 2. The Zoning Map of the City of Rosemount, referred to and described in said Ordinance No. B as that certain map entitled “Zoning Map of the City of Rosemount,” shall not be republished to show the aforesaid rezoning, but the Clerk shall appropriately mark the said zoning map on file in the Clerk’s office for the purpose of indicating the rezoning hereinabove provided for in this Ordinance and all of the notation references and other information shown thereon are hereby incorporated by reference and made part of this Ordinance. Section 3. This ordinance shall be effective immediately upon its passage and publication according to law. ENACTED AND ORDAINED into an Ordinance this 17th day of September, 2024. CITY OF ROSEMOUNT Jeffery D. Weisensel, Mayor ATTEST: Erin Fasbender, City Clerk Page 70 of 349 EXCERPT FROM THE AUGUST 27, 2024, PLANNING COMMISSION MEETING MINUTES d. Request by RGA Holdings, LLC to rezone 211 acres of land from AG-Agriculture to B2- Employment. Senior Planner, Anthony Nemcek, presented the request to consider a request by RGA Holdings, LLC., to rezone approximately 217 acres of land located west of Blaine Avenue and north of CSAH 42, except for the property owned by St. John's Lutheran Church at the intersection of those two roads. The applicant is requesting that the zoning classification of the site be changed from AG-Agriculture to B2- Employment. The current zoning classification is not in conformance with the City's adopted Comprehensive Land Use Map, which designates the subject property for Business Park development. Mr. Nemcek noted there is a small piece of land in the southwest portion of the subject parcel that is designated as CC-Community Commercial which will be located within the future right of way of an extension of Audrey Avenue to the north. Because this roadway will also serve traffic generated by future commercial development to the west of the subject parcel, staff finds the rezoning of this land to B2-Employment to be consistent with the Comprehensive Land Use Plan. The applicant has been working to assemble the site to market it for development, and bringing the site's zoning into conformance with the City's Comprehensive Plan will provide clarity and eliminate confusion for potential users. Mr. Nemcek confirmed the City has not received any applications for development proposals on the site. Because of the large size of the site, the applicant has completed an Alternative Urban Areawide Review (AUAR) in anticipation of any required environmental reviews triggered by development beyond the threshold that would require an Environmental Assessment Worksheet (EAW). The AUAR anticipated two potential development scenarios for the site; a distribution center or a data center. Staff has informed the applicant that Connemara Trail is planned to extend to Blaine Ave and connect with it at 140th Street East as the extension must be accommodated through the development of the site while meeting the city's engineering standards for a collector road. In addition, informed the applicant to keep in mind in their discussions with future developers to be aware of placement of equipment that may generate noise or impact adjacent properties such as the church. Chairperson Kenninger questioned the rezoning action for this evening, to clarify the action for the commercial area on the map. Mr. Nemcek confirmed the map currently shows a commercial strip that is for a future right of way and currently zoned agriculture and the recommendation is to rezone this strip to B2. Staff confirmed that this area was guided Business Park prior to Talamore housing development being built. Commissioner Whitman confirmed with staff that no projects have been brought forth to staff at this point. Also noted, that any project that comes forward will need to fall within the scope of the AUAR unless the developer chooses to go through another AUAR or environmental review. Page 71 of 349 Chairperson Kenninger opened the public hearing. James Patrick 14253 Allium Court James questioned what type of businesses are included within B2 zoning? Senior Planner, Nemcek, responded that a typical business type could be what you would see along the south of county road 42 and highway 3 along Business Parkway. Al Bester Owns Farm Along County Road 42 (1659 145th Street E) Mr. Bester stated if this development does turn into a data center, that data centers use a lot of water. Mr. Bester stated the Department of Natural Resources is concerned with the farmers' usage of water for irrigation purposes and questioned what will happen in the future with more data centers using all the water and questioned whether the farmers will still get blamed for the water usage. Christopher Horton 14385 Blaine Avenue Mr. Horton resides at St. John's Church and requested clarification regarding Mr. Nemcek comment that distribution centers would be allowed and questioned whether there would be any sound requirements as distribution centers will likely have trucks with back up beepers. Motion by Kenninger Second by Ellis Motion to close the public hearing Ayes: 4. Nays: None. Motion carried. Chairperson Kenninger followed up with staff regarding any sound restrictions in this area. Mr. Nemcek confirmed distribution centers are a use that would be allowed in the business park zoning district, the trucks that could be backing up would simply refer to the city's noise ordinance. The hope would be that the design of the development will be mindful of the residents and the church of any possible noise nuisances by for example turning off the beep. These types of discussions do take place with the developer during preliminary meetings once a project has been submitted. Mr. Nemcek responded to the water usage comment from Mr. Bester, noting because a data center is a possible development, the AUAR review process with the Metropolitan Council objected the AUAR at the initial step due to the water usage. The AUAR was then updated to specify dry cooling for any sort of cooling to cool the servers, so a data center would use significantly less amount of water. Once a project has been submitted, staff will do a full review, and further conversations will take place to discuss the water usage. Motion by Ellis Second by Buggi Motion to recommend the City Council adopt an ordinance amending the City of Rosemount Zoning Map for the subject property from AG-Agriculture to B2-Employment. Ayes: 4. Page 72 of 349 Page 73 of 349 Excerpt from the City of Rosemount Comprehensive Land Use Map Page 74 of 349 Page 75 of 349 EXECUTIVE SUMMARY City Council Regular Meeting: September 17, 2024 AGENDA ITEM: Approve Permanent Easement - Akron Avenue AGENDA SECTION: CONSENT AGENDA PREPARED BY: Nick Egger, Public Works Director AGENDA NO. 6.f. ATTACHMENTS: Project Map - Akron Avenue, Right of Way Easement Agreement - Akron Avenue APPROVED BY: LJM RECOMMENDED ACTION: Approve City Entry into Right of Way Easement Agreement with the University of Minnesota - Akron Avenue BACKGROUND As part of the Amber Fields development platting, right of way was dedicated to the City along the Akron Avenue corridor through the limits of the plat. At the southerly side of the plat, the southernmost property line sweeps along a curve across and through Akron Avenue just to the north of its intersection with the University of Minnesota's 155th Street (private) roadway. However, the scope of the recently completed Akron Avenue extension project improved a small section of the road that included the Akron/155th Street intersection to bring the improved portion of the road to a logical termination point. This particular area still lies on University of Minnesota Property. Therefore, to allow the City ownership and operational rights on the entire section of the improved road, the University will grant the City a permanent Right of Way Easement over the section of the corridor that is not yet platted. The attached agreement and exhibit lay out the terms and conditions between the University and the City. Future developers will be expected to plat out this section as formal Right of Way in the City's favor as development occurs. RECOMMENDATION Staff recommends that the Council approve the attached Right of Way Easement Agreement with the University of Minnesota and authorize the Mayor and Clerk to affix their signatures. Page 76 of 349 15 0 T H ST W 155TH ST E AK R O N A V E ARDEE PL AHENA CURVE AN G U S A V E 14 9 T H S T W AR C H D A L E LA N E STA T I O N T R L AR D G I L L A N R D 154TH ST W 14 8 T H S T W F 0 400 800200 Feet 7/6/2023 2023-01: Akron Avenue Southern Extension AK R O N A V E Page 77 of 349 1 RIGHT-OF-WAY EASEMENT AGREEMENT THIS EASEMENT AGREEMENT (“Agreement”) is made effective the date of last signature below (“Effective Date”) by Regents of the University of Minnesota, a Minnesota constitutional corporation (the “Grantor” or the “University”), and the City of Rosemount, a Minnesota municipal corporation (the “Grantee” or the “City”). Recitals A. University is the fee owner of certain real property located in the City of Rosemount, Dakota County, Minnesota known as UMore Park (the “Property”); B. City is undertaking a project to construct and extend Akron Avenue south of 155th Street East (the “Project”); and C. To assist with the Project, and in recognition of the benefit that the Project will provide to University’s adjacent UMore Park land (“Project Benefit”), University wishes to grant to City an easement as hereinafter described in, over, across, beneath, and on the Property which is legally described on Exhibit A and depicted on Exhibit B attached hereto(the “Easement Area”), according to the terms and conditions contained herein, and City wishes to accept the easement according to the terms and conditions contained herein. A temporary construction agreement between University and City has been entered into contemporaneously herewith to facilitate construction of the Project. Terms of Agreement 1. Recitals. The recitals above are hereby incorporated herein and made part of the Agreement. 2. Grant of Easement. In consideration of the Project Benefit, University grants and conveys to the City a permanent, non-exclusive right-of-way easement for public roadway, sidewalk, pathway, and utility purposes in, over, across, beneath, and on the Easement Area (the “Easement”). 3. Scope of Easement. Subject to Section 4 of this Agreement, the Easement conveys to City, its contractors, agents, and employees, all rights necessary for the construction, operation, maintenance, repair and replacement of public roadway, sidewalk, pathway, and utility uses. Said rights include the following: •To cut, trim, or remove from the Easement Area such improvements, trees, shrubs, or other vegetation as in the City’s reasonable judgment unreasonably interfere with the Easement or the function of the roadway and utility facilities located therein; Page 78 of 349 2 •The right to allow public utility companies to place, maintain, improve, repair, replace, and remove utilities and related facilities within the Easement Area; and •To permanently grade or alter the grade of the land, and to remove and use all earth and other material not reasonably necessary for lateral and subjacent support. 4. Warranty of Title. University warrants that it is the fee owner of the Property and has the right, title, and capacity to convey to the City the Easement granted herein. City’s rights and the Easement granted hereunder are subject to any and all existing restrictions, covenants, easements, rights of way, and other encumbrances relating to the Easement Area that are of record or of which City has knowledge. 5. Condition of the Easement Area. The Easement Area is made available to City in “AS IS, WHERE IS, WITH ALL FAULTS” condition. Except for University’s warranty set forth in Section 4 above, no verbal or written representations, warranties, promises or guarantees (whether express, implied, statutory, or otherwise) are given to City with respect to the Easement Area, and City has confirmed independently all information that it considers material to its use of the Easement Area. 6. No Liens. City shall keep the Easement Area and Property free of any and all mechanics’, material suppliers’, and other liens arising out of any work, labor done, services performed or materials furnished or claimed to have been furnished for City. 7. Restoration of Property. City shall promptly restore damage to the Easement Area and Property arising from City’s exercise of its rights pursuant to this Easement. City agrees to hold University harmless and indemnify it from and against any and all loss, damage, liability, claims, cost, and expense arising from City’s use of the Easement Area and exercise of its rights hereunder. 8. Environmental Matters. City shall not install, use, generate, store or dispose of in or about the Easement Area any hazardous substance, toxic chemical, pollutant or other material regulated by the Comprehensive Environmental Response, Compensation, and Liability Act of 1980, as amended, or the Minnesota Environmental Response and Liability Act or any similar law or regulation relating to environmental protection or human health (collectively, “Environmental Laws”), including without limitation any material containing asbestos or PCBs (collectively, “Hazardous Materials”) without University’s written approval of each Hazardous Material. If, in the course of exercising its rights hereunder, City encounters any Hazardous Materials, it shall immediately stop the work, notify University, and proceed in accordance with instructions issued by University. In the event of any disturbance or release of Hazardous Materials resulting from City’s use of or presence on the Easement Area, City shall comply with the requirements of agencies responsible for enforcement of Environmental Laws and shall provide University with copies of any submittals or notifications to local, state or federal environmental regulatory agencies. 9. Abandonment or Termination of Use. If the Easement herein granted is no longer used for the purpose herein described, City shall provide a suitable Quit Claim Deed or other agreement extinguishing this Agreement. In addition, upon University’s request, City, at its sole cost and expense, shall remove all improvements and other property placed on, in, or under the Easement Area and remove all existing debris therefrom and restore the Easement Area to a condition reasonably acceptable to University. The provisions of this Section shall survive the termination Page 79 of 349 3 of this Agreement. 10. Notice. A notice, communication, or demand by either party to the other shall be sufficiently given or delivered upon receipt if personally delivered or sent by email (with confirmation of receipt by recipient) or three (3) days after sent by U.S. registered mail or certified mail, postage prepaid, return receipt requested; and (i) in the case of University, is addressed or personally delivered to: Regents of the University of Minnesota c/o Real Estate Office 319 15th Avenue SE, Suite 451 Minneapolis MN 55455 reo@umn.edu and University of Minnesota Office of the General Counsel Attn: Transactional Law Services Group 360 McNamara Alumni Center 200 Oak Street SE Minneapolis, MN 55455-2006 ogccontracts@umn.edu (ii) in the case of Grantee, is addressed or personally delivered to: City Administrator Rosemount City Hall 2875 145th Street West Rosemount, MN 55068 PWAdm@ci.rosemount.mn.us 11. Binding Effect of Agreement. The Agreement shall commence on the Effective Date and shall run with the land. City may not assign or otherwise transfer its rights under this Agreement without the prior written consent of University. The Agreement shall be binding upon University and its successors and assigns and shall be for the benefit of City and its permitted successors and assigns, in perpetuity, subject to Section 9 above. [Signatures on Following Page] Page 80 of 349 4 GRANTOR: REGENTS OF THE UNIVERSITY OF MINNESOTA By: Name: Its: STATE OF MINNESOTA ) ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me this ____day of 2023 by _________________________, the _______________________________ of Regents of the University of Minnesota, a Minnesota constitutional corporation, on behalf of the corporation. Notary Public NOTARY STAMP OR SEAL Page 81 of 349 5 GRANTEE: CITY OF ROSEMOUNT By: Name: Its: STATE OF MINNESOTA ) ) ss. COUNTY OF ) The foregoing instrument was acknowledged before me this ____day of 2023 by _________________________, the _______________________________ of the City of Rosemount, a Minnesota municipal corporation, on behalf of the City. Notary Public NOTARY STAMP OR SEAL THIS INSTRUMENT DRAFTED BY: Office of the General Counsel University of Minnesota 200 Oak Street SE, Minneapolis, MN 55455 (612) 624-4100 Page 82 of 349 A-1 EXHIBIT A Legal Description of the Easement Area Those parts of the Northeast Quarter, the Southeast Quarter, the Southwest Quarter, and the Northwest Quarter, all in Section 34, Township 115 North, Range 19 West, Dakota County, Minnesota, described as follows: Commencing at the North Quarter corner of said Section 34; thence South 00 degrees 15 minutes 53 seconds West, assumed bearing along the west line of said Northeast Quarter, a distance of 2343.37 feet to the southerly line of Akron Avenue as dedicated on the plat of AMBER FIELDS, said county, and the point of beginning; thence southeasterly 83.62 feet along a non-tangential curve, concave to the northeast, having a radius of 3225.00 feet, a central angle of 01 degrees 29 minutes 08 seconds, and a chord bearing of South 63 degrees 29 minutes 33 seconds East, said curve also being said southerly line of Akron Avenue, to the southwest corner of Outlot U, said plat of AMBER FIELDS; thence South 00 degrees 15 minutes 53 seconds West, along the southerly extension of the west line of said Outlot U, a distance of 223.40 feet; thence South 89 degrees 42 minutes 13 seconds East 200.00 feet; thence South 00 degrees 15 minutes 53 seconds West 80.00 feet; thence North 89 degrees 42 minutes 13 seconds West 200.00 feet; thence South 00 degrees 15 minutes 53 seconds West 99.50 feet; thence North 89 degrees 44 minutes 07 seconds West 150.00 feet to the southerly extension of the east line of Outlot P, said AMBER FIELDS; thence North 00 degrees 15 minutes 53 seconds East 479.31 feet to the southeast corner of said Outlot P; thence southeasterly 84.74 feet along a non-tangential curve concave to the northeast, having a radius of 3225.00 feet, a central angle of 01 degrees 30 minutes 20 seconds, and a chord bearing of South 61 degrees 59 minutes 49 seconds East, said curve also being said southerly line of Akron Avenue, to the point of beginning. Page 83 of 349 B-1 EXHIBIT B Depiction of the Easement Area Page 84 of 349 EXECUTIVE SUMMARY City Council Regular Meeting: September 17, 2024 AGENDA ITEM: BMR (Frana) Addition Accept Public Improvements AGENDA SECTION: CONSENT AGENDA PREPARED BY: Brian Erickson, City Engineer AGENDA NO. 6.g. ATTACHMENTS: Resolution APPROVED BY: LJM RECOMMENDED ACTION: Adopt Resolution to Accept BMR (Frana) Addition, City Project 2022-24, Public Improvements for Perpetual Maintenance. BACKGROUND Public improvements installed as part of BMR (Frana) Addition, City Project 2022-24, include minor street repairs and storm sewer. Frana constructed this new location between Canada Court and MN Highway 3 over the 2023 construction season and has completed all necessary improvements. Necessary documentation is being compiled and all required testing has been completed. All public infrastructure has been constructed in accordance with the city’s specifications and standards. RECOMMENDATION Staff recommends that City Council adopt the resolution accepting the improvements for perpetual maintenance. Page 85 of 349 CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2024 – XX A RESOLUTION ACCEPTING PUBLIC IMPROVEMENT FOR BMR (FRANA) ADDITION CITY PROJECT 2022-24 WHEREAS, the developer has requested City acceptance of the public improvements, and; WHEREAS, the City confirmed that the public improvements were installed in accordance with the approved plans and specifications and finds the improvements acceptable, and; WHEREAS, the developer is preparing final close out documents. BE IT RESOLVED, by the City Council of the City of Rosemount, Minnesota. The work completed under said agreement is hereby accepted for perpetual maintenance and ownership. ADOPTED this 17th day of September, 2024. Jeffery D. Weisensel, Mayor ATTEST: Erin Fasbender, City Clerk Page 86 of 349 EXECUTIVE SUMMARY City Council Regular Meeting: September 17, 2024 Tenative City Council Meeting: September 17, 2024 AGENDA ITEM: Request by Independent School District 196 for approval of a Rezoning, Conditional Use Permit, Preliminary and Final Plats, Site Plan and Building Design Review, and a Zoning Ordinance Text Amendment to allow for a school with various sports fields and play areas to be built on site AGENDA SECTION: PUBLIC HEARINGS PREPARED BY: Julia Hogan, Planner AGENDA NO. 7.a. ATTACHMENTS: Ordinances, Resolutions, Excerpt from the August 27, 2024 Planning Commission Meeting Minutes, Site Location , Preliminary Plat, Final Plat, Phasing Plan, Geometric Plan, Finishing Plan, Updated Landscape Plan, Architectural Elevations , Exterior Renderings, Engineer's Memorandum Dated August 20, 2024, Stormwater Review Memorandum Dated August 20, 2024, Parks and Recreation Memorandum dated August 20, 2024, Traffic Study , Public Comment from the August 27 Planning Commission Meeting APPROVED BY: LJM RECOMMENDED ACTION: 1. Motion to approve a Zoning Ordinance Text Amendment revising Section 11-10-1: Use Definitions to include a middle school definition and to revise Sections 11-10-2: Uses, 11-4-2: Uses, and 11-7-3: Off- Street Parking and Loading Standards to include the added middle school use. 2. Motion to adopt a resolution approving the Preliminary and Final Plats for Rosemount School District Fifth Addition, subject to all conditions approved as part of the City’s site and building design review for the project. 3. Motion to adopt an Ordinance amending Ordinance B City of Rosemount Zoning Ordinance to change the zoning of the site from A-2 - Agricultural to R3 – Medium Density Residential. 4. Motion to adopt a resolution approving a Conditional Use Permit for middle school to be located on the Rosemount School District Fifth Addition. Page 87 of 349 BACKGROUND Applicant: Independent School District 196 (Rosemount, Apple Valley, Eagan Public Schools) Location: South of 150th Street West (County Road 42) and west of Biscayne Ave Area in Acres: Approx 75.6 Acres Comp. Guide Plan Designation: LDR – Low Density Residential and MDR – Medium Density Residential Current Zoning: A-2 – Agricultural District Requested Zoning: R-3 – Medium Density Residential District The City Council is being asked to consider requests submitted by Independent School District 196 (Rosemount, Apple Valley, Eagan Public Schools) for approval of a zoning ordinance text amendment rezoning, preliminary and final plats, and conditional use permit to construct a middle school on the proposed 75.6-acre site located directly south of 150th Street West (County Road 42) and east of Biscayne Avenue. The applicant is requesting the site be rezoned from A-2 – Agricultural to R-3 – Medium Density Residential because, by definition, elementary or middle schools are not allowed within the A-2 zoning district but are an allowed conditional use within the Residential zoning districts, which is the need for the site to be rezoned to R-3. The applicant is also requesting preliminary and final plats to plat the undeveloped agricultural land. City staff is including a zoning ordinance text amendment revising Section 11-10-2: Use Definitions to include a middle school definition and revising Sections 11-3-2: Uses, 11-4-2: Uses, and 11-7-3: Off-Street Parking and Loading Standards to include the added middle school use. The Planning Commission and staff are recommending approval of the four requested items, subject to the conditions listed in the attached resolutions. PLANNING COMMISSION ACTION The Planning Commission held a public hearing at their August 27, 2024, meeting to review the requests for a rezoning, preliminary and final plats, site plan and building design review, conditional use permit and zoning ordinance text amendment to construct a middle school on a 75.6-acre site located directly south of County Road 42 and east of Biscayne Avenue. Staff presented the above requests to the Planning Commission. The Commission requested clarification on the access in and out of the site as this will bring traffic to Boulder Trail. Staff explained how the projection of traffic is handled and that a traffic light at County Road 42 and Biscayne Avenue is planned to be up and running by the time of the schools opening in Fall 2027. The Commission also inquired about the deficit on the landscaping plan. Staff clarified that the newly adopted zoning code has different landscaping standards than the previous code, specifically for projects that follow the standards of the public and institutional zoning districts. The elementary school that was approved by the city in early 2024 did not have landscaping minimum requirements, which is why there was a deficit in this project's landscaping plan. Staff also stated that there is a condition of approval for the applicant to work with staff to update the landscaping plan prior to City Council approval. A Commissioner also expressed concern with the proposed modification of the elementary school definition and would rather see a fully separate definition for middle school use. Two representatives of the applicant spoke during the public hearing portion of the item. The first representative spoke to the landscaping plan deficit and how they would continue to work with city Page 88 of 349 staff to address that issue. The second representative spoke about the traffic study that was completed for the area and presented some of the conclusions that were found with that traffic study. There was also one additional public comment that spoke on potential concerns with traffic flow for buses and parent drop off. The Commission inquired about the third parking lot on site, which is shown directly west of the school building, and if the traffic flow for parent drop off and school buses would be an issue. The applicant explained that this was modeled off a previous successful site that the district owns and that this parking lot is a loading dock area and for parking for kitchen and custodial staff and traffic flow should not be an issue. The Commission decided that they would like to see the text amendment changed to include a middle school definition instead of the modified elementary school definition but did not want to slow down the progress of the project. Staff explained the modified text amendment would go forward to City Council at the same time as the other requests, but there would be a public hearing held for the text amendment. The Planning Commission voted unanimously on four of the five motions which included the rezoning, preliminary and final plats, site plan and building design review, and conditional use permit requests. The motion to recommend the City Council approve a zoning ordinance text amendment that includes a separate definition of middle school was approved 3-1. BACKGROUND The City of Rosemount currently has one large school campus area that includes the Rosemount High School, Rosemount Middle School and Rosemount Elementary school, all of which have been located on the present site west of Robert Trail South since the mid 1960s when the high school was built in that location. Portions of the middle school and elementary schools were on or near their present locations prior to construction of the high school. Over time, each of the buildings on the campus has been modified and expanded to accommodate the needs of a growing district and to add space for a growing student population. Independent School District 196 is now the 4th largest district in Minnesota with the current Rosemount schools serving over 4,500 students. In recognition of the need for safety and security and space for growth around the school district, ISD 196 brought forward a combined $493 million dollar bond referendum in 2023. The first portion of the referendum was for $374 million dollars, which would include safety and security improvements at all district schools, a new elementary school, a new Rosemount middle school and repurposing the current schools. Additions were also proposed for various other schools within the district and Rosemount High school. The second portion of the referendum was for $119 million dollars, which was to include improvements and an activity center at each of the districts four high schools. The referendum ultimately was approved and was the state’s largest successful public school funding request in Minnesota history. ISD 196 has moved forward on both the new elementary school in Rosemount and is working towards starting site improvements at the high school. The City Council approved the rezoning, minor subdivision, and conditional use permit for a new elementary school at a 34.51-acre site west of Akron Avenue and south of Bonaire Path at their March 19, 2024, regular meeting. The school district had owned that land for a number of years with the anticipation of an elementary school being constructed on that site when the need was there. ISD 196 had worked on securing a site for the proposed middle school for several months until they were able to find a site on land that is currently owned by the University of Minnesota. ISD 196 will be obtaining approx. 75.6 Page 89 of 349 acres of land from the University where the new middle school, sports fields, and play areas will be constructed. ISSUE ANALYSIS Legal Authority Preliminary and Final Plats and Conditional Use Permits applications are quasi-judicial decisions for the Planning Commission, meaning that the Planning Commission is acting as a judge to determine if the regulations within the Comprehensive Plan, Zoning Ordinance and Subdivision Ordinance are being followed. Generally, if these applications meet the City’s established requirements, they must be approved. Rezonings are a legislative decision for the city, but the rezoning must conform with the adopted Comprehensive Plan to be approved. Therefore, while technically legislative in nature, if a rezoning is in line with the Comprehensive Plan, it should be approved. Staff’s review of each application is provided below. Text amendments are considered legislative actions as well. In such cases, the City has a lot of discretion in its deliberations and application outcome. Text Amendment In June 2024, the updated zoning code and map proposal went before council for their approval for adoption. The key objectives for updating the city’s zoning code and map were to implement and align the zoning code with the 2040 Comprehensive Plan, address outdated inconsistencies and modernize the code for new and emerging uses. Many changes were made within the zoning code update, which included changes and additions to the definitions chapter. Within the definitions chapter there are four school definitions that are identified. Those include School, Elementary; School, Secondary; School, Post-Secondary; and Montessori School. In the existing definitions for school, elementary and school, secondary there are no specific grades identified in either one. In the previous zoning code, elementary schools, middle schools, and secondary schools were all identified as uses. In the previous zoning districts of R-1 – Low Density Residential, R-2 – Moderate Density Residential, R-3 – Medium Density Residential and R-4 – High Density Residential, elementary, and middle or special needs schools were a conditional use. In the newly updated code, it allows for elementary schools to be a conditional use within the residential zoning districts and a permitted use in the Public and Institutional zoning district. Staff, in consultation with the city’s consultant team, had initially recommended that the elementary school definition be altered to include specific primary education grades. The Planning Commission advised staff to add a middle school definition to the City Code instead of modifying the elementary school definition. Below is an updated text amendment that adds middle schools to the use definitions chapter of the zoning ordinance. This amendment also includes adding the middle school use to Section 11-3-2: Uses, 11-4-2: Uses, and 11-7-3: Off-Street Parking and Loading Standards within the zoning code. 11-10-1: Use Definitions SCHOOL, MIDDLE: A building used for the purpose of public or private middle school education as defined in Minnesota State Statute 120A.05., including special needs education, which meets all the requirements of compulsory education laws and of the State of Minnesota, and not providing residential accommodations. Page 90 of 349 Rezoning The subject property is currently zoned A-2 – Agricultural and is guided for a mixture of LDR – Low Density Residential and MDR – Medium Density Residential. The applicant is requesting a rezoning of the site from A-2 – Agricultural to R-3 – Medium Density Residential. The need for the rezoning is because elementary schools are not an allowed use within the A-2 zoning district but are an allowed conditional use within the residential zoning districts. Because the land is guided more for MDR – Medium Density Residential, staff recommended that the applicant request a rezoning of the site to R- 3 – Medium Density Residential to reflect that designation. Within the City’s 2040 Comprehensive Plan it describes the typical uses within the Medium Density Residential land use designation, such as single-family homes or detached townhomes on smaller lots; duplexes; townhomes with three (3) or more units per building; churches; elementary and secondary schools; private recreation spaces maintained by homeowner associations; and public parks. Preliminary and Final Plats Standards for reviewing subdivision requests are detailed in Title 12 of the Rosemount City Code. This section of the code outlines the two-step preliminary and final plat process for land subdivision. The proposed plat shows the total area of the site contains 75.574 acres of land south of 150th Street West (County Road 42) and west of Biscayne Avenue. The plat shows that there are two buildable lots as well as two outlots and dedicated roadway. The proposed lot 1 will consist of 59.7 acres of land and this is where the main school building, sports fields and play areas will be built. Lot 2 will consist of 0.331 acres of land and is planned to contain a future city lift station. Outlot A will be 5.1 acres in size and will contain various easement areas on it and Outlot B will consist of 2.6-acrs of land and is dedicated right-of-way for the future extension of Boulder Trail. Staff finds that the proposed final plat is consistent with the preliminary plat and meets the requirements of the zoning ordinance. Site Plan and Design Review The purpose of a site plan review is to evaluate each project as it relates to the performance and site design standards of the zoning ordinance. Site plan approval is required for all commercial, industrial, institutional and multi-family development projects. The Planning Commission reviewed and approved the site plan and building design request for this project at their August 27, 2024, regular meeting. Land Use & Zoning The subject property is currently zoned A-2-Agricultural and the future land use designation for the site is a mixture of LDR – Low Density Residential and MDR – Medium Density Residential. The applicant is requesting the site be rezoned to R-3 – Medium Density Residential as elementary schools are not an allowed use within the A-2 zoning district. They are an allowed conditional use within the residential zoning districts which includes the R-3 district. The rezoning of the site to R-3 -Medium Density Residential is in accordance with the 2040 Future Land Use Plan and Comprehensive Plan. Site Layout The 75.6-acre vacant site is located directly south of 150th Street West (County Road 42) and east of Biscayne Avenue. The site is a combination of portions of two separate parcels that are both currently owned by the University of Minnesota. The surrounding land will continue to be owned by the U of M and the land south and east of the proposed school site will continue to be used as a large-scale mineral extraction by Dakota Aggregates. Page 91 of 349 The site plan shows that the main school building will be located central west on the site, with the baseball fields, practice fields and soft ball fields being located east and northeast of the school. The tennis courts are shown to be located southwest of the school near the main road into the site. There is one access/road into the site which will be from Boulder Trail. The access road is shown to split off east and west once into the site. The portion of the road that extends east will give access to the bus lot and secondary parking lot. The portion of the road that extends west will give access to both the service parking lot/area and as well as the main lot which is located on the northwest side of the school building. The road loops around the main lot and extends south and east towards the access into the site from Boulder Trail. There are ponding and infiltrations areas on site that are shown to be located directly south and east of the bus parking lot area. These areas will be adjacent to the future extension of Boulder Trail. The proposed building will have the capacity to hold 1,350 students with plans for 47 homeroom classrooms. The applicant has stated that the school is planned for an opening date of Fall 2027. Traffic Staff received a traffic study for the applicant in July which included existing conditions of the site, traffic forecasts, traffic analysis, and conclusions and recommendations. The city’s public works/engineering department, the city’s consultants, and Dakota County were able to review the study that was submitted. The study examined the weekday a.m. and p.m. peak hour traffic impacts of the proposed project at multiple intersections that would be impacted by the school site. The study also included a review of pedestrian and bicycle connection impacts related to the proposed project. The school day for students will begin at 8:20 a.m. and end at 3:10 p.m. and 100% of students will reside in the bussing attendance area of the school. The peak hours for traffic were shown to be 7:30- 8:30 a.m. And 3:00-4:00 p.m. The a.m. peak is shown to be the same as the peak hour of adjacent traffic, while the p.m. peak hour is earlier than the peak hour of adjacent traffic. Some of the conclusions from the study include that the school is expected to generate 701 trips during the a.m. peak hour, 352 trips during the p.m. peak hour and 2,195 trips daily. There was also a review of crash data at the study intersection that was completed that is provided in the report. It was also stated that the site plan shows adequate pedestrian connections within the site to connect the school building with the parking lot and surrounding amenities, but that connections to the surrounding sidewalk and trail system will be needed to accommodate students that walk and bike to school. It is recommended that a further detailed review of the pedestrian routes by the city and school district and a pedestrian plan is developed for the area prior to the school opening. Area improvements were identified which included installing traffic signal controls at County Road 42 and Biscayne Avenue, providing separate left turn, through, and right turn lanes on the westbound approach for Biscayne Avenue and Boulder Trail, providing dedicated eastbound left turn lane and dedicated westbound right turn lanes on Boulder Trail, and provide two exiting lanes with one left turn and one right turn lane. The traffic study has been updated to reflect county and city comments that were made in the initial review. That updated study has been added as an attachment. City staff is including a condition in the recommended action for the school district to continue working with the City and Dakota County on pedestrian safety and traffic related concerns and that solutions which are found to be warranted will need to be in place prior to the school opening. Page 92 of 349 Access & Parking The site is shown to be accessed by a road off of Boulder Trail. The main access road extends north towards the main building and then splits off with the main section of road extending west and then north towards the service and main parking lot areas and the other section of road extending north and east towards the bus/secondary parking lot. The road section that extends west and north follows along the western side of the site and then loops around the main parking lot where the main entrance of the school building is located. The road loops back south and east towards the main access into the site at Boulder Trail. There are a total of 205 parking stalls proposed, and 35 bus stalls proposed throughout the site. The main parking lot area will have 153 parking stalls with room for 36 future stalls if the need is there. The secondary parking/bus lot area will contain 35 bus stalls on the north side of the lot adjacent to the school and 44 standard parking stalls on the southern side of the lot. There is also a service lot on the western side of the school that will contain 8 standard parking stalls. The proposed parking stalls provided meet the off-street parking requirement for elementary schools. That breakdown is shown in the table below. Use Required Provided School, Elementary 74 stalls (1 space for each classroom plus 1 additional space for each 50-student capacity) 205 parking stalls and 35 bus stalls Parks and Trails The proposed middle school site has shown a network of sidewalks and trails providing access internally and around the site. There shows to be a trail along the north side of the site which is adjacent to 150th Street West (County Road 42) which extends south into the site for access to the ball/practice fields, main parking lots area and the main school building. There are additional internal sidewalks that are shown to connect the school with the bus lot to the south and as well as extending east to the other practice and softball fields on site. There are sidewalks shown on the western side of the site as well with one of them following the main road into the site off of Boulder Trail up to the main parking lot and also one that connects to the tennis court on the southwest side of the main building. The City of Rosemount Parks and Recreation department reviewed the submitted development plans and have provided review comments in the attached memorandum. The Park and Recreation department are recommending that the school district add a trail along the east side of Biscayne Avenue from the Biscayne Avenue and 150th Street West (County Road 42) intersection to the district’s southwest property corner. They are also recommending that park dedication not be collected due to the public recreation spaces being created on site, which consist of public ballfields, practice fields, tennis courts and greenspaces. Landscaping Page 93 of 349 The applicant had originally submitted a landscape plan that contained a total of 449 trees to be planted throughout the site with the breakdown being 277 deciduous overstory trees, 160 coniferous trees and 12 ornamental trees. The newly updated city code now requires mixed-use and non- residential uses to provide a minimum of 1 overstory tree per 3,000 square feet of land area. The main school site is 2,599,223 square feet in size which means that a total of 866 trees are required to be provided on site. The landscape plan shows a deficit of 417 trees and staff had recommended as a condition of approval with the site plan and building design review that the applicant work with city staff to address any landscape plan issues prior to City Council approval of the project. Staff met with the applicant to discuss options for bringing the landscape plan into compliance with the requirements of the City Code. Under the development standards chapter of the zoning code is the landscaping, screening, and buffering standards section. Within that section is the Fee in Lieu of Tree Replacement Trees Planted in Public areas standard which states: “The city recognizes that there may be instances where the total amount of tree replacement required cannot occur on site or that there are some land uses (such as refining) that are not compatible with trees. In those instances, the city may, at its option, accept a fee in lieu of tree placement or allow the planting of replacement trees in public areas. Tree replacement is encouraged to happen on site as much as possible and fee in lieu of tree replacement should be used only when replacement cannot occur on site. The fee in lieu of tree replacement will be determined annually by the City Council through the City fee schedule. In early 2024, a new elementary school project was approved on 35.74 acres of land that is owned by Independent School District 196. On the approved landscape plan for that project there were 3,237 caliper inches that were retained on site, or around 1,294 trees, and an additional 311 trees were provided on site to cover the tree replacement of trees that were removed. Since the elementary school project came forward to the city under its old zoning code, it did not have to meet the standard of the 1 overstory tree per 3,000 square feet of land area as is required now. Looking at the previously approved landscaping plan for the site, though, it would exceed that new minimum standard by 1,104 trees. The city recognizes that there are large portions of the site that trees cannot be planted on, such as the sports fields areas, stormwater ponding areas, and easement areas. Since school sites are viewed as public areas, the city would allow for part of the landscaping deficit on the middle school site to be made up with the tree count on the elementary school site per the fee in lieu of tree replacement planted in public areas standard. The city did request that the applicant add an additional 106 trees to the landscaping plan to bring the total count of trees on site to 555 trees. This calculation is based off the minimum 866 tree requirement minus the 311 additional trees that were provided on the elementary school site. The landscape plan shows a majority of the trees to be planted along the perimeter of the property with additional trees shown to be planted along the western portion of the school building. There are trees shown to be used as a buffer between the ponding area and the parking and practice fields area. There is also a large area of trees shown to be buffers to the agricultural land to the west which the practice fields and softball fields is adjacent to. A mixture of different sods and seeds will be planted around the site. There will be sod planted along the eastern side of the school building and native seed mix planted on the western side of the building. There will be a mixture of seed and native seed mixes where the practice fields are located. Page 94 of 349 The existing berm that is within the extent of the proposed site area will be eliminated, and the soils will be redistributed across the entire site. This is shown more specifically within the grading plans that were submitted to the city. Conditional Use Permit Review A conditional use permit (CUP) is required for middle schools within the R3-Low Density Residential zoning district. The City may approve a CUP upon finding that the use at the proposed location: 1. Will not be detrimental to or endanger the public health, safety, or general welfare of the neighborhood or the city. 2. Will be harmonious with the objectives of the comprehensive plan and city code provisions. 3. Will be designed, constructed, operated and maintained so as to be compatible or similar in an architectural and landscape appearance with the existing or intended character of the general vicinity and will not change the essential character of that area, nor substantially diminish or impair property values within the neighborhood. 4. Will be served adequately by existing (or those proposed in the project) essential public facilities and services, including streets, police and fire protection, drainage, structures, refuse disposal, water and sewer systems and schools. 5. Will not involve uses, activities, processes, material equipment and conditions of operation that will be hazardous or detrimental to any persons, property, or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare or odors. 6. Will have vehicular ingress and egress to the property which does not create traffic congestion or interfere with traffic on surrounding public streets. 7. Will not result in the destruction, loss or damage of a natural, scenic, or historic feature of major importance and will comply with all local, state, and federal environmental quality standards. 8. These standards apply in addition to specific conditions as may be applied throughout this code. Based on the staff review and analysis for the above site and building design analysis, staff has determined that the proposed school meets each of these required findings. RECOMMENDATION The Planning Commission and staff are recommending approval of the zoning ordinance text amendment to add a middle school definition to Section 11-10-1: Use Definitions and to revise Sections 11-10-2: Uses, 11-4-2: Uses, and 11-7-3: Off-Street Parking and Loading Standards to include the added middle school use, the rezoning of the site from A-2 – Agricultural to R-3 Medium Density Residential, preliminary and final plats, and a conditional use permit for a new middle school to be built on the 75.6-acre site south of 150th Street West (Dakota County Road 42) and west of Biscayne Avenue, subject to conditions of approval outlined in the attached resolutions. Page 95 of 349 City of Rosemount Ordinance No. B-XXX AN ORDINANCE AMENDING THE CITY OF ROSEMOUNT ZONING ORDINANCE B RELATING TO DEFINITIONS AND USES FOR A MIDDLE SCHOOL THE CITY COUNCIL OF THE CITY OF ROSEMOUNT, MINNESOTA, ORDAINS that Ordinance B, adopted September 19, 1989, entitled “City of Rosemount Zoning Ordinance,” is hereby amended as follows: Section 1. Rosemount Zoning Ordinance B, Section 11-10-2: Use Definitions: SCHOOL, MIDDLE: A building used for the purpose of public or private middle school education as defined in Minnesota State Statute 120A.05., including special needs education, which meets all the requirements of compulsory education laws and of the State of Minnesota, and not providing residential accommodations. Section 2. Rosemount Zoning Ordinance B, Section 11-3-2: Uses – Table 3.1 Principal Use Table: Use Type A-1 A-2 RR R-1 R-2 R-3 R-4 Use Standard Reference Public, Social, & Institutional Day care center, 12 or fewer persons P P P P P See 11-6-2 Day care center, 13- 16 persons P P P See 11-6-2 Place of worship C C C C C See 11-6-2 Sacred community PS PS PS PS PS See 11-6-2 School, elementary C C C C C School, middle C C C C C Section 3. Rosemount Zoning Ordinance B, Section 11-4-2: Uses – Table 4.1 Principal Use Table: Use Type MX-1 MX-2 B-1 B-2 I-1 I-2 PI Use Standard Reference Public, Social, & Institutional Cemetery C See 11-6-2 Day care center, 13- 16 persons P P See 11-6-2 Day care center, more than 16 persons C PS P C See 11-6-2 Educational services P P P P Funeral home C See 11-6-2 Page 96 of 349 Hospital P P Medical or dental clinic or office P P P P Municipal social, cultural, or recreational facility P P P Place of worship P P C P See 11-6-2 Public assembly P P P Public or governmental services P Sacred community Ps PS PS PS See 11-6-2 School, elementary P School, middle P School, secondary P School, post- secondary P P Section 4. Rosemount Zoning Ordinance B, Section 11-7-3: Off-Street Parking and Loading Standards – Table 7.1 Parking Spaces Required: Use Minimum Parking Spaces Required Public, Social, & Institutional School, Middle 1 space for each classroom plus 1 additional space for each 50 student capacity Section 5. EFFECTIVE DATE. This Ordinance shall be in full force and effect from and after its passage and publication according to law. ENACTED AND ORDAINED into an Ordinance this 17th day of September, 2024. CITY OF ROSEMOUNT ______________________ Jeffery D. Weisensel, Mayor ATTEST: Erin Fasbender, City Clerk Page 97 of 349 City of Rosemount Ordinance No. B-XXX AN ORDINANCE AMENDING ORDINANCE B CITY OF ROSEMOUNT ZONING ORDINANCE Independent School District 196 THE CITY COUNCIL OF THE CITY OF ROSEMOUNT, MINNESOTA, ORDINANCE AS FOLLOWS: Section 1. Ordinance B, adopted September 19, 1989, entitled “City of Rosemount Zoning Ordinance,” is hereby amended to rezone property from A-2 – Agricultural to R3 – Medium Density Residential within the City of Rosemount legally described as follows: That part of the south half of the Southwest Quarter of Section 28 and the north half of the Northwest Quarter of Section 33, Township 115, Range 19, Dakota County, Minnesota, described as beginning at the northwest corner of said north half of the Northwest Quarter of Section 33; thence South 0 degrees 11 minutes 04 seconds West, on an assumed bearing along the west line of said north half of the Northwest Quarter, 1305.32 feet; thence North 89 degrees 26 minutes 13 seconds East 911.79 feet; thence northeasterly 667.75 feet along a tangential curve, concave to the northwest, having a radius of 850.45 feet and a central angle of 44 degrees 59 minutes 13 seconds; thence North 44 degrees 27 minutes 00 seconds East, tangent to last said curve, 253.67 feet; thence northeasterly 190.40 feet along a tangential curve, concave to the southeast, having a radius of 750.00 feet and a central angle of 14 degrees 32 minutes 43 seconds; thence North 0 degrees 11 minutes 04 seconds East 1186.56 feet; thence North 62 degrees 19 minutes 30 seconds West 1127.96 feet to the southeasterly line of University Addition according to the recorded plat thereof, Dakota County, Minnesota; thence South 27 degrees 40 minutes 30 seconds West, along said southeasterly line 286.59 feet to a point of curvature of said southeasterly line; thence southwesterly 731.30 feet along said southeasterly line being a tangential curve concave to the northwest, having a radius of 879.95 feet and a central angle of 47 degrees 37 minutes 00 seconds to a point of tangency in said southeasterly line; thence South 75 degrees 17 minutes 30 seconds West, along said southeasterly line and its southeasterly extension, tangent to last described curve 152.75 feet to the west line of said south half of the Southwest Quarter of Section 28; thence South 0 degrees 17 minutes 30 seconds West, along said west line 232.65 feet to the point of beginning. Section 2. The Zoning Map of the City of Rosemount, referred to and described in said Ordinance No. B as that certain map entitled “Zoning Map of the City of Rosemount,” shall not be republished to show the aforesaid rezoning, but the Clerk shall appropriately mark the said zoning map on file in the Clerk’s office for the purpose of indicating the rezoning hereinabove provided for in this Ordinance and all of the notation references and other information shown thereon are hereby incorporated by reference and made part of this Ordinance. Section 3. This ordinance shall be effective immediately upon its passage and publication according to law. Page 98 of 349 ENACTED AND ORDAINED into an Ordinance this 17th day of September, 2024. CITY OF ROSEMOUNT Jeffery D. Weisensel, Mayor ATTEST: Erin Fasbender, City Clerk Page 99 of 349 CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2024-XX A RESOLUTION APPROVING THE PRELIMINARY AND FINAL PLATS FOR ROSEMOUNT SCHOOL DISTRICT FIFTH ADDITION WHEREAS, the City of Rosemount received a request for Preliminary and Final Plat approval from Independent School District 196 for Rosemount School District Fifth Addition, legally described as follows: That part of the south half of the Southwest Quarter of Section 28 and the north half of the Northwest Quarter of Section 33, Township 115, Range 19, Dakota County, Minnesota, described as beginning at the northwest corner of said north half of the Northwest Quarter of Section 33; thence South 0 degrees 11 minutes 04 seconds West, on an assumed bearing along the west line of said north half of the Northwest Quarter, 1305.32 feet; thence North 89 degrees 26 minutes 13 seconds East 911.79 feet; thence northeasterly 667.75 feet along a tangential curve, concave to the northwest, having a radius of 850.45 feet and a central angle of 44 degrees 59 minutes 13 seconds; thence North 44 degrees 27 minutes 00 seconds East, tangent to last said curve, 253.67 feet; thence northeasterly 190.40 feet along a tangential curve, concave to the southeast, having a radius of 750.00 feet and a central angle of 14 degrees 32 minutes 43 seconds; thence North 0 degrees 11 minutes 04 seconds East 1186.56 feet; thence North 62 degrees 19 minutes 30 seconds West 1127.96 feet to the southeasterly line of University Addition according to the recorded plat thereof, Dakota County, Minnesota; thence South 27 degrees 40 minutes 30 seconds West, along said southeasterly line 286.59 feet to a point of curvature of said southeasterly line; thence southwesterly 731.30 feet along said southeasterly line being a tangential curve concave to the northwest, having a radius of 879.95 feet and a central angle of 47 degrees 37 minutes 00 seconds to a point of tangency in said southeasterly line; thence South 75 degrees 17 minutes 30 seconds West, along said southeasterly line and its southeasterly extension, tangent to last described curve 152.75 feet to the west line of said south half of the Southwest Quarter of Section 28; thence South 0 degrees 17 minutes 30 seconds West, along said west line 232.65 feet to the point of beginning. WHEREAS, on August 27, 2024, the Planning Commission of the City of Rosemount held a public hearing and reviewed the Preliminary and Final Plats for Rosemount School District Fifth Addition; and WHEREAS, on August 27, 2024, Planning Commission recommended approval of the Preliminary and Final Plats for Rosemount School District Fifth Addition, subject to conditions; and WHEREAS, on September 17, 2024, the City Council of the City of Rosemount reviewed the Planning Commission’s recommendations and the Preliminary and Final Plats for Rosemount School District Fifth Addition. NOW, THEREFORE, BE IT RESOLVED, the Council of the City of Rosemount hereby approves the Preliminary Plat and Final Plat for Rosemount School District Fifth Addition, subject to the following condition: 1) Execution of a Subdivision Agreement Page 100 of 349 ADOPTED this 17th day of September 2024 by the City Council of the City of Rosemount. __________________________________________ Jeffery D. Weisensel, Mayor ATTEST: ___________________________________ Erin Fasbender, City Clerk Page 101 of 349 CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2024-XX A RESOLUTION APPROVING A CONDITIONAL USE PERMIT FOR A MIDDLE SCHOOL TO BE LOCATED ON THE ROSEMOUNT SCHOOL DISTRICT FIFTH ADDITION WHEREAS, the City of Rosemount received an application from Independent School District 196, requesting a Conditional Use Permit (CUP) to allow for a middle school to be constructed on the Rosemount School District Fifth Addition site; and WHEREAS, on August 27, 2024, the Planning Commission of the City of Rosemount held a public hearing to review the CUP application for a new middle school to be located on the Rosemount School District Fifth Addition site; and WHEREAS, on August 27, 2024, the Planning Commission of the City of Rosemount adopted a motion to recommend approval of the CUP, subject to conditions; and WHEREAS, on September 17, 2024, the City Council of the City of Rosemount reviewed and agreed with the Planning Commission’s recommendation to grant a Conditional Use Permit allowing for a middle school to be constructed on the Rosemount School District Fifth Addition site. NOW, THEREFORE, BE IT RESOLVED, the City Council of the City of Rosemount hereby approves a Conditional Use Permit (CUP) for a middle school to be constructed on the Rosemount School District Fifth Addition site. ADOPTED this 17th day of September, 2024 by the City Council of the City of Rosemount. ____________________________________ Jeffery D. Weisensel, Mayor ATTEST: _________________________________ Erin Fasbender, City Clerk Page 102 of 349 EXCERPT FROM THE AUGUST 27, 2024, PLANNING COMMISSION MEETING MINTUES e. Request by Independent School District 196 for approval of a rezoning, Conditional Use Permit, Preliminary and Final Plats, Site Plan and Building Design Review, and a Zoning Ordinance Text Amendment to allow for a school with various sports fields and play areas to be built on site. Julia Hogan, planner, presented the request submitted by Independent School District 196 (Rosemount, Apple Valley, Eagan Public Schools) for approval of a rezoning, preliminary and final plats, site plan and building design review, conditional use permit and zoning ordinance text amendment to construct a middle school on the proposed 75.6 acre site located directly south of 150th Street West (County Road 42) and west of Biscayne Avenue. The applicant is requesting the site be rezoned from A-2 – Agricultural to R-3 – Medium Density Residential because, by definition, elementary schools are not allowed within the A-2 zoning district but are an allowed conditional use within the Residential zoning districts, which is the need for the site to be rezoned to R-3. The applicant is also requesting preliminary and final plats to plat the undeveloped agricultural land and a site plan and building design review because they are required for all commercial, industrial, institutional, and multi-family development projects. City staff is also including a zoning ordinance text amendment modifying Section 11-10-1: General Definitions to revise the school, elementary definition to include grades Kindergarten through 8th grade. Ms. Hogan noted the site is a combination of portions of two separate parcels that are both currently owned by the University of Minnesota. The site plan shows that the main school building will be located central west on the site, with the baseball fields, practice fields and soft ball fields being located east and northeast of the school. The proposed building will have the capacity to hold 1,350 students with plans for 47 homeroom classrooms. The site parking is 205 parking stalls and 35 bus stalls. A traffic study was received by staff in July 2024 proposing peak traffic hours and peak traffic volume, gathered from Rosemount Middle School. City staff are encouraging the school district to continue working with Dakota County and Rosemount on pedestrian safety and traffic concerns. Ms. Hogan offered information regarding landscaping, park dedication, site lighting, architectural elevations, a floor plan showing all 47 homerooms along with the amenities including a pool. The applicant has stated that the school is planned for an opening date of Fall 2027. Staff is recommending approval of the five requested items, subject to the conditions listed in the recommended actions. Chairperson Kenninger requests clarification for access in and out, regarding traffic off Boulder Trail. Nick Egger, Public Works Director, spoke about how a projection of traffic is handled; how many lanes, etc. The traffic light at 42 & Biscayne is a concern for residents. However, the traffic light is scheduled to be up and running before the school opens. Mr. Egger recommends the applicant speaks on the traffic concerns. Page 103 of 349 Commissioners Kenninger and Whitman asked questions of the City staff regarding the deficit of trees and redefining the definition of a middle school. Mr. Whitman cannot support the idea of an elementary school being a middle school in our zoning code. Chairperson Kenninger opened the public hearing. Scott McQueen - World Architects 332 Minnesota St, St Paul MN Mr. McQueen first addressed the tree deficit defending themselves they did not have ample time to solve the problem before tonight's meeting. They will continue to work on getting another 400 trees onto the site. He then invited up his colleague to answer the traffic related concerns from Commissioners. Ed Terhaar - Traffic Engineer; Stantec 1 Carlson Parkway, Plymouth MN Mr. Terhaar recommends at Boulder Trail that it be extended eastwardly and add a left turn lane into the school. They also want two exiting lanes, both a left and a right. Stantec is recommending two approach lanes, a left through combined and then recommends a right turn towards County Road 42. They also recommend traffic signal control at Co. Rd 42 and Biscayne, but Dakota County is involved with that project and the details are being processed. The traffic study that was completed by Stantec added a background growth factor to the traffic forecast to account for upcoming development in the area. Chairperson Kenninger is concerned that the traffic study did not take into account all of the development happening currently; Nick Egger explained that Dakota County has taken action on her concerns and that both the school and upcoming developments have been taken into account. Elise Mademann 11665 Azure Court Ms. Mademann questioned the traffic flow for buses and parent drop off. Commissioner Ellis questioned the third parking lot and the traffic flow for parent drop off and school buses. Mr. McQueen took the floor to explain that this was modeled after a recent successful site the school district owns. He informed the Commission that the third parking lot is a loading dock area and parking for kitchen and custodial staff. They do not anticipate traffic issues as the peak times are different. Motion by Kenninger Second by Whitman Motion to close the public hearing. Ayes: 4. Nays: None. Motion carried. Adam Kienberger, Community Development Director, responded to Mr. Whitman's inquiry about the text amendment for the middle school. It is agreed they want to change the text, but no one wants to slow down the project. Page 104 of 349 Motion by Buggi Second by Ellis Motion to recommend the City Council approve a Zoning Map amendment to rezone the site from AG-Agricultural to R3 – Medium Density Residential. Ayes: 4. Nays: None. Motion carried. Motion by Buggi Second by Whitman Motion to recommend the City Council approve their preliminary flats and final plats for Rosemount School District Fifth Addition subject to all conditions approved as part of the City's site and building design review for the project. Ayes: 4. Nays: None. Motion carried. Motion by Whitman Second by Ellis Motion to recommend that the city approve a text amendment to the zoning ordinance that includes a separate definition of middle school to allow for this use. Ayes: 3. Nays: 1. Motion carried. Motion by Whitman Second by Ellis Motion to approve the site plan and building design to allow Independent School District 196 to construct a school on Rosemount School District Fifth Addition, subject to the following conditions as laid out in the staff report conditions 1 through 7. Ayes: 4. Nays: None. Motion carried. Motion by Whitman Second by Buggi Motion to recommend the City Council approve a Conditional Use Permit for a school to be located on the Rosemount School District Fifth Addition subject to all conditions approved as part of the City’s site and building design review for the project. Ayes: 4. Nays: None. Motion carried. Page 105 of 349 Page 106 of 349 Page 107 of 349 Page 108 of 349 Page 109 of 349 Page 110 of 349 FO L FO L FO L FO L FO L FO L FO L FO L FO L FO L FO L FOL FOL FOL FOL FO L FO L FO L OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E UG E UGE UGE UGE UGE UG E UG E GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S EDGE OF C U L T I V A T E D FIELD EDGE O F C U L T I V A T E D FIELD EDG E O F C U L T I V A T E D FIE L D EDG E O F C U L T I V A T E D FIE L D EDG E O F C U L T I V A T E D FIEL D EDG E O F C U L T I V A T E D FIEL D ED G E O F C U L T I V A T E D FIE L D B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S GRAVEL GRAV E L GR A V E L GRA V E L BI T U M I N O U S P A T H BI T U M I N O U S P A T H BI T U M I N O U S P A T H BI T U M I N O U S P A T H OH E OH E OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E CO N C R E T E UG C ( P ) UG C ( P ) UG C ( P ) RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N TOP= INV= SAN 951.2 936.4 TOP= INV= SAN 947.1 935.6 TOP=INV= SAN 948.1924.3 UG C ( P ) TOP=INV= SMH 949.1925.0 TOP= INV= CB 947.4 943.6SUMP=942.2 TOP=INV= CB 947.7943.7 SUMP=941.9 TOP=INV= SMH 948.1939.0(N) INV=942.8(W) INV=943.2(E) TOP= INV= CB 947.4 942.9(N) INV=943.6(S)SUMP=942.3 TOP= INV= CB 947.3 943.2 SUMP=941.8 TOP= INV= SMH 947.7 943.4(N) INV=936.0(W)INV=936.3(E)INV=942.8(S) TOP= INV= SMH 946.8 937.9(N,S) INV=936.6(W) TOP= INV= CB 944.5 940.0SUMP=938.5 TOP=INV= CB 944.6939.8SUMP=939.4 TOP= INV= SMH 945.0 939.5(W) INV=939.8(E) INV=939.2(S) 27" RCP ST S 24" RCP ST S 21 " R C P S T S 18 " R C P S T S 21 " R C P S T S 15" RCP 15" RCP 15" RCP 15 " R C P 15" RCP 15 " R C P TOP= INV= CB 950.2 946.2 SUMP=945.1 TOP=INV= CB 950.2946.0SUMP=944.8 TOP= INV= SAN 947.2 924.6 TOP= INV= SAN 954.2 925.4 TOP= INV= SAN 954.6 924.7 15" RCP ST S 15 " R C P TOP=INV= CB 950.6946.7SUMP=945.0 TOP=INV= CB 950.6945.8SUMP=943.8 TOP=INV= SMH 951.2941.4(N)INV=945.6(W,E)INV=940.9(S) TOP= INV= SMH 951.7 940.2(N) INV=940.1(W)INV=940.4(E) TOP=INV= CB 952.1949.1 TOP=INV= CB 951.9-948.5(N)INV=948.8(S) TOP=INV= SMH 951.6940.7(W)INV=947.8(E)INV=947.5(S) EDGE O F C U L T I V A T E D FIELD 1 5 " R C P S T S 18" RCP ST S 48 " R C P S T S 54" RCP ST S 12" RCP 12" RCP 42 " R C P WETLAND STAKES AS LOCATED BY SUNDE LAND SURVEYING LLC ON MAY 10, 2024 WET L A N D S T A K E S A S L O C A T E D B Y S U N D E L A N D SU R V E Y I N G L L C O N M A Y 1 0 , 2 0 2 4 CATTA I L S CATTA I L S TOP= INV= CB 951.6 948.9(W) INV=949.1(E)SUMP=947.7 TOP=INV= CB 951.7949.2(W,NE) SUMP=947.8 15" RCP ST S 18" RCP TOP= INV= CB 954.9 950. 2 ( N W ) INV= 9 5 0 . 4 ( N E ) TOP = INV = CB 953. 0 950. 8 15" RC P S T S 2 1 " x 1 5 " R C P S T S TOP=INV= SAN 953.1928.6 TOP=INV= SAN 955.3929.0(N)INV=927.4(NE) TOP= INV= SAN 955.2 928.9 GAS P I P E L I N E E A S E M E N T P E R DO C . N O . 3 5 1 5 2 1 0 15 35 15 35 TOP= INV= SAN 956.5 928.4 12"x24" R C P SAN S SAN S SA N S SA N S SAN S 66 " S A N S ( P ) 30" SAN S (P) TOP=INV= SAN 951.1929.1 30" SAN S (P)30" SAN S (P)30" SAN S (P)30" SAN S (P)30" SAN S (P) 96 0 96 5 97 0 97 5 98 0 98 5 98 5 98 0 97 5 97 0 96 5 96 0 95 5 955 9 5 5 955 950 95 5 95 5 95 5 95 5 95 5 95 5 95 5 95 5 95 5 95 5 955 955 955 950 950 950 955 95 5 955 955 955 955 95 5 96 0 96 5 97 0 98 0 97 5 98 5 98 5 98 0 97 5 97 0 96 5 96 0 95 5 95 0 95 5 96 0 96 5 97 0 97 5 98 0 98 0 97 5 97 0 96 5 96 095595 0 945940945 940 935 980 975 970 965 960 955 950 955 960 965 970 975 980 980 975 970 965 960 955 950945940 935 930 940 945 935 950 95 0 95 5 96 0 96 5 97 0 97 5 98 0 98 0 97 5 97 0 96 5 96 0 95 5 950 950 9 5 0 94 5 94 5 950 95 0 925930935 94 0 920 915 920 915 910 905 905 910 915 920 925 930 935 940 945 945 97 5 97 0 96 5 96 0 9 5 5 9 5 0 9 4 5 940 94593594 595 0 95 5 96 0 96 5 97 0 97 5 98 0 97 5 97 0 96 5 96 0 95 5 95 0 97 5 97 0 96 5 96 0 95 5 95 0 910 905 905 910 915 920 925 930 935 940 945 905 910 915 920 925 930 935 940 945 910 910910 905 910 915 920 9 2 0 9 2 5 9 3 0 9 3 5 9 4 0 940 935 930 925 9 4 4 9 4 3 942 9 4 1 9 0 4 903 902 903 901 904904903 902 901904903902 914 913 914 916 917 918 919 921 92 7 92 6 92492392 2 92 1 918 919 926 927 928 929 931 93 2 93 3 934 936 937 93 8 93 9 94 1 94 2 92 9 931 932 93 3 934 936 937 938 939 941 942 943 944 946 947 948 949 951 94 4 94 2 94 1 933 9 3 4 936 937 938 939 941 942 943 944 9 4 9 9 4 8 947 948949 94 6 94 6 94 7 94 8 949 95 2 95 1 95 3 95 4 952 953 952 954 952 951 949 954 953 953 954954 953 954 954 954 95 6 954 95 4 958 957 956 954 953 95 2 95 3 949 9 4 8 947 946 943 942 941 93 9938937 936 934 933 93 2 931 929 928 927 92 6 92 4 923 922 921 924 9 2 3 922 946 947 948 949 949 948 947 9 4 7 9 4 8 9 4 6 9 4 9 9 4 8 9 4 7 9 5 1 9 5 2 9 5 3 951 9 5 2 9 4 9 949 949 951 952 953 9 5 4 9 5 4 9 5 4 9 5 3 9 5 4 9 5 4 66" SA N S ( P ) 66" SA N S ( P ) 66 " S A N S ( P ) 66 " S A N S ( P ) 66 " S A N S ( P ) 66 " S A N S ( P ) 66 " S A N S ( P ) 66 " S A N S ( P ) 66 " S A N S ( P ) 48 " S A N S ( P ) 48 " S A N S ( P ) 48 " S A N S ( P ) 48 " S A N S ( P ) 48 " S A N S ( P ) 48 " S A N S ( P ) 48" SAN S ( P ) 48" SAN S ( P ) 48 " S A N S ( P ) 48 " S A N S ( P ) 48 " S A N S ( P ) UG C ( P ) UG C ( P ) UG C W ( P ) W ( P ) W ( P ) W ( P ) W ( P ) W ( P ) W ( P ) W ( P ) UG E UG C ( P ) EDGE O F C U L T I V A T E D FIELD EDG E O F C U L T I V A T E D FIEL D ED G E O F C U L T I V A T E D FIE L D CULTIVATED FIELD CULTIVATED FIELD CULTIVATED FIELD CULTIVATED FIELD CULTIVATED FIELD CULTIVATED FIELD CULTIVATED FIELD CULTIVATED FIELD CULTIVATED FIELD CULTIVATED FIELD ED G E O F C U L T I V A T E D FI E L D ED G E O F C U L T I V A T E D FI E L D G A S 2639.45 25 10 SANITARY EASEMENT PER DOC. NO. 409760 25 10 SANITARY EASEMENT PER DOC. NO. 409760 2 5 3 5 25 35 25 35 25 35 25 35 2 5 3 5 SAN I T A R Y E A S E M E N T P E R DOC . N O . 2 4 0 9 3 7 3 SA N I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 GA S E A S E M E N T P E R DO C . N O . 5 7 8 2 0 0 33 33 GAS E A S E M E N T P E R DO C . N O . 5 7 8 2 0 0 33 33 3 0 3 0 3 0 3 0 30 30 30 30 ELECTR I C T R A N S M I S S I O N L I N E E A S E M E N T PER DO C . N O . 5 6 7 8 9 4 ELE C T R I C T R A N S M I S S I O N L I N E E A S E M E N T PER D O C . N O . 5 6 7 8 9 4 25 35 93 60 93 60 SA N I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 SA N I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 SAN (P) 66 " S A N S ( P ) SAN M H ' S B U R I E D (DOW N 2 - 3 F E E T ) SAN M H ' S B U R I E D (DOW N 2 - 3 F E E T ) NO PAR K I N G NO PAR K I N G PROPOSED BUILDING BUS LOT MAIN LOT NO PAR K I N G NO PARKIN G NO PARKIN G PRACTICE FIELD #1 PRACTICE FIELD #2 PRACTICE FIELD #3 TENNIS COURTS 8-LANE TRACK PRACTICE FIELD #4 LIFT STATION SERVICE LOT X X X X X X X X X X X X X X X X X X X X X X X X X SOFTBALL #1 BASEBALL SOFTBALL #2 X X X X X X X X X X X X POND A INFILTRATION AREA X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X WE S T L I N E O F T H E N O R T H 1 / 2 O F N W 1 / 4 OF S E C . 3 3 , T . 1 1 5 , R . 1 9 WE S T L I N E O F T H E S O U T H 1 / 2 O F S W 1 / 4 OF S E C . 2 8 , T . 1 1 5 , R . 1 9 NORTHWEST CORNER OF THE NORTH 1/2 OF NW 1/4 OF SEC. 33, T.115, R.19 SOU T H E A S T E R L Y L I N E O F U N I V E R S I T Y A D D I T I O N 5050 50 50 10 0 10 0 1 0 0 1 0 0 7 5 7 5 75 75 75 75 D S S >> >>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> > > > > > > > > > > >> >> >> >> >> >> >> >> >> >> >> >> >>>>>> >> S S >>>> > > > > >> >> >> >> >> >> >> > > > > >> >> > > > > >> >> >> >> >> > > >> >> >> >> >> >> >> >> >> >> >>>>>> D D >> >> > > D >> D >> > > >> >> > > >> >> >> >> > > >> >> D > > > > >> > > > > S S >> >> >>>>>>>>>>>>>> >> >>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> > > >> >> >> >> > > > > >> >> >> >> >> D S > > > > >> > > >> >> >>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> >> >> >> >> >> > > >>>>>> > > >> > > D >> >> >> > > > > >> VF - (1) VF - (2)VF - ( 4 ) ML - ( 1 ) ML - ( 1 ) BALLFIELD IRRIGATION: COMPLETED BY JUNE 15, 2026 SEEDING DEADLINE AUGUST 1, 2026 MAINTAIN UNTIL AUGUST 1, 2027 CONTRACTOR PARKING PAVE TENNIS COURTS BY FALL 2026. SURFACE COURTS IN 2027. CONSTRUCT CITY STORM TRUNK LINE SPRING 2025 SEED STEEP SLOPES ON EAST SIDE OF SITE AUGUST 2025 CONSTRUCTION BY CITY SUMMER 2025SEED FALL 2025 SEED FALL 2025 CONTRACTOR STAGING AND LAYDOWN CONTRACTOR STAGING AND LAYDOWN ROCK CONSTRUCTION ENTRANCE TEMPORARY CONSTRUCTION FENCE TEMPORARY CONSTRUCTION FENCE PLANT INFILTRATION AREA AUGUST 2025 CONSTRUCT FENCE FOLLOWING SUBSTANTIAL COMPLETION OF PROPOSED BOULDER TRAIL CONSTRUCT FENCE FOLLOWING SUBSTANTIAL COMPLETION OF PROPOSED BOULDER TRAIL. LAYDOWN AREA FOR SELECT GRANULAR BASE MATERIAL FOR USE CONSTRUCTING PROPOSED BOULDER TRAIL. STOCKPILE APPROX. 2,610 CU. YD. OF MATERIAL. > > CONSTRUCT TEMPORARY OUTLET STRUCTURE, PIPE, RIPRAP, AND GRADING FALL 2024 OR DURING POND CONSTRUCTION TO ALLOW FOR OVERFLOW DISCHARGE WHILE THE INFILTRATION AREA VEGETATION IS ESTABLISHED. MAINTAIN TEMPORARY DISCHARGE INFRASTRUCTURE THROUGHOUT CONSTRUCTION. REMOVE TEMPORARY DISCHARGE INFRASTRUCTURE SPRING 2027 OR FOLLOWING VEGETATION ESTABLISHMENT OF THE INFILTRATION AREA AND ADJACENT SLOPES. RESTORE ALL DISTURBED AREAS WITH MINIMUM 6" TOPSOIL AND SEED MIX #1. ESTABLISH VEGETATION SUMMER 2027 UNTIL PROJECT SUBSTANTIAL COMPLETION. SEE SHEET C2.01 - EROSION CONTROL PLAN OVERALL - FOR INFRASTRUCTURE DETAILS. TEMPORARY CONSTRUCTION FENCE TEMPORARY DIVERSION BERM. CONSTRUCT FALL 2024 AND MAINTAIN UNTIL VEGETATION ESTABLISHES WITHIN INFILTRATION AREA AND ON STEEP SLOPES. FOLLOWING SUBCUT OF PROPOSED BOULDER TRAIL, INSTALL SILT FENCE AROUND PERIMETER OF EXCAVATION AND MAINTAIN TO START OF BOULDER TRAIL CONSTRUCTION 20' TEMPORARY DIRT CONSTRUCTION ROAD C0.01 STAGING AND PHASING PLAN FEETSCALE 0 HORZ. 100 200 R 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 09/11/2024 Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North NEW ROSEMOUNT MIDDLE SCHOOL Rosemount, Minnesota 55068 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MINNESOTA 55068 232086 09/11/2024 09/11/24 CITY RESUBMITTAL SET - NOT FOR BID DAR JDO ADDENDUM #1 08/27/2024 A1 ADDENDUM #2 09/06/2024 A2 1" = 100' Page 111 of 349 D S S S S D D D D D S S D S D ONLYBUS TH R U DR O P OF F LA N E THRU DROPOFFLANE THRU DROPOFFLANE DROP OFF DROP OFF NO PAR K I N G NO PAR K I N G REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS AND LAYOUT PROPOSED BUILDING BUS LOT 35 BUS STALLS 44 STANDARD STALLS (2 ACCESSIBLE, 42 REGULAR) MAIN LOT 153 STALLS (6 ACCESSIBLE, 147 REGULAR) 36 POSSIBLE FUTURE NO PAR K I N G NO PARKIN G NO PARKIN G PRACTICE FIELD #1 PRACTICE FIELD #2 PRACTICE FIELD #3 TENNIS COURTS 8-LANE TRACK PRACTICE FIELD #4 LIFT STATION SERVICE LOT 8 STANDARD STALLS (1 ACCESSIBLE, 7 REGULAR) SOFTBALL #1 BASEBALL SOFTBALL #2 POND A INFILTRATION AREA ONLYBUS S0 ° 1 7 ' 3 0 " W 23 2 . 6 5 S75°17'30" W 152.75 L =7 3 1.3 0 R =8 79.95 =47°37'00""""""""""""""""""""""""""""""""""""""""" L=190 . 4 0 R=750 . 0 0 Δ=14°3 2 ' 4 3 " L =6 6 7 .7 5 R =8 5 0 .4 5 =4 4 °5 9'13""""""""""""""""""""""""""""""""""""""""" WE S T L I N E O F T H E N O R T H 1 / 2 O F N W 1 / 4 OF S E C . 3 3 , T . 1 1 5 , R . 1 9 WE S T L I N E O F T H E S O U T H 1 / 2 O F S W 1 / 4 OF S E C . 2 8 , T . 1 1 5 , R . 1 9 NORTHWEST CORNER OF THE NORTH 1/2 OF NW 1/4 OF SEC. 33, T.115, R.19 SOU T H E A S T E R L Y L I N E O F U N I V E R S I T Y A D D I T I O N 5050 50 50 10 0 10 0 1 0 0 1 0 0 7 5 7 5 75 75 75 75 N44°27'00"E 253.67 N62°1 9 ' 3 0 " W 1 1 2 7 . 9 6 S2 7 ° 4 0 ' 3 0 " W 28 6 . 5 9 N0 ° 1 1 ' 0 4 " E 1 1 8 6 . 5 6 N89°26'13"E 911.79 S0 ° 1 1 ' 0 4 " W 1 3 0 5 . 3 2 BASE POINT FOR ALL DIMESIONS= SW PROPERTY CORNER BASE LINE FOR DIMENSIONS = WEST EASEMENT LINE. ALL DIMENSIONS ARE PARALLEL OR PERPENDICULAR UNLESS OTHERWISE NOTED. 255.30' 34 7 . 8 2 ' 686.11' TO BUILDING CORNER TENNIS COURT BASE POINT 60 5 . 2 2 ' 1315.85' BUS CORRAL BASE POINT (CENTER OF BULB RADIUS) 945.55' 19 1 0 . 9 9 ' SOFTBALL / FIELDS BASE POINT (HOME PLATE) 12 4 9 . 2 6 ' 659.17' BASEBALL FIELD BASE POINT (HOME PLATE) PI 269.95' 88 0 . 1 9 ' PARKING LOT BASE POINT 1596.16' 15 7 0 . 4 5 ' SOFTBALL FIELD BASE POINT (HOME PLATE) 43 0 . 0 2 ' TO B U I L D I N G C O R N E R 1466.86' 11 5 5 . 0 4 ' TRACK/FIELD BASEPOINT (TRACK RADIUS POINT) PC NORTH NORTHEAST EAST SOUTHEAST SOUTHWEST WEST NORTHWEST OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E UG E UGE UGE UGE UGE UG E UG E B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S GRAVEL GRAV E L GR A V E L GRA V E L BI T U M I N O U S P A T H BI T U M I N O U S P A T H BI T U M I N O U S P A T H BI T U M I N O U S P A T H OH E OH E OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E CO N C R E T E RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N GAS P I P E L I N E E A S E M E N T P E R DO C . N O . 3 5 1 5 2 1 0 15 35 15 35 W ( P ) W ( P ) W ( P ) W ( P ) W ( P ) W ( P ) W ( P ) W ( P ) UG E 2639.45 25 10 SANITARY EASEMENT PER DOC. NO. 409760 25 10 SANITARY EASEMENT PER DOC. NO. 409760 2 5 3 5 25 35 25 35 25 35 25 35 2 5 3 5 SAN I T A R Y E A S E M E N T P E R DOC . N O . 2 4 0 9 3 7 3 SA N I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 GA S E A S E M E N T P E R DO C . N O . 5 7 8 2 0 0 33 33 GAS E A S E M E N T P E R DO C . N O . 5 7 8 2 0 0 33 33 3 0 3 0 3 0 3 0 30 30 30 30 ELECTR I C T R A N S M I S S I O N L I N E E A S E M E N T PER DO C . N O . 5 6 7 8 9 4 ELE C T R I C T R A N S M I S S I O N L I N E E A S E M E N T PER D O C . N O . 5 6 7 8 9 4 25 35 93 60 93 60 SA N I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 SA N I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 PRACTICE FIELDS PARALLEL/PERPENDICULAR TO NE PROPERTY LINE PC PI PI C1.01 GEOMETRIC PLAN OVERALL FEETSCALE 0 HORZ. 100 200 R PI BASELINE FOR DIMENSIONS POINT OF INTERSECTION POINT OF CURVATURE POINT OF TANGENCY POINT OF COMPOUND CURVATURE PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE PT PCC LEGEND 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, CENTERLINE OF FENCE, OR PROPERTY LINE UNLESS OTHERWISE NOTED. 3.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. 4.TRAFFIC SIGNS SHALL BE INSTALLED 18" BEHIND THE BACK OF CURB OR EDGE OF PAVEMENT. NOTES PC 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 09/11/2024 Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North NEW ROSEMOUNT MIDDLE SCHOOL Rosemount, Minnesota 55068 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MINNESOTA 55068 232086 09/11/2024 09/11/24 CITY RESUBMITTAL SET - NOT FOR BID DAR JDO ADDENDUM #1 08/27/2024 A1 ADDENDUM #2 09/06/2024 A2 1" = 100' Page 112 of 349 D S S S S D D D D D S S D S D NO PARK I N G NO PARK I N G NO PARKI N G NO PARKING NO PARKING PC NORTH NORTHEAST EAST SOUTHEAST SOUTHWEST WEST NORTHWEST MAT C H L I N E MA T C H L I N E MATCHLINE MATCHLINE MATCHLINE MATCHLINE MA T C H L I N E MA T C H L I N E MA T C H L I N E MATCH L I N E MAT C H L I N E MAT C H L I N E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E UG E UGE UGE UGE UGE UG E UG E B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S GRAVEL GRAVE L GRA V E L GRA V E L BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H OHE OHE OHE OHE OHE OHE OHE OHE OH E OH E OH E OHE CO N C R E T E RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N GAS P I P E L I N E E A S E M E N T P E R DOC . N O . 3 5 1 5 2 1 0 15 35 15 35 W (P ) W ( P ) W ( P ) W (P ) W ( P ) W (P ) W (P ) W ( P ) UGE 2639.45 25 10 SANITARY EASEMENT PERDOC. NO. 409760 25 10 SANITARY EASEMENT PERDOC. NO. 409760 25 35 25 35 25 35 25 35 25 35 25 35 SANIT A R Y E A S E M E N T P E R DOC. N O . 2 4 0 9 3 7 3 SAN I T A R Y E A S E M E N T P E R DOC. N O . 2 4 0 9 3 7 3 GAS E A S E M E N T P E R DOC . N O . 5 7 8 2 0 0 33 33 GAS E A S E M E N T P E R DOC . N O . 5 7 8 2 0 0 33 33 30 30 30 30 30 30 30 30 ELECTRIC T R A N S M I S S I O N L I N E E A S E M E N T PER DOC. N O . 5 6 7 8 9 4 ELEC T R I C T R A N S M I S S I O N L I N E E A S E M E N T PER D O C . N O . 5 6 7 8 9 4 25 35 93 60 93 60 SA N I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 SAN I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 PC D S S S D D S S S D ONLYBUS TH R U DR O P OF F LA N E THRU DROPOFFLANE TENNIS COURTS LIFT STATION ONLYBUS5050 10 0 10 0 N89°26'13"E 911.79 S0 ° 1 1 ' 0 4 " W 1 3 0 5 . 3 2 BASE POINT FOR ALL DIMESIONS= SW PROPERTY CORNER BASE LINE FOR DIMENSIONS = WEST EASEMENT LINE. ALL DIMENSIONS ARE PARALLEL OR PERPENDICULAR UNLESS OTHERWISE NOTED. 36.00' 252.00' 30.00' 120°0'0" R 3 0 . 0 0 ' R151 . 0 0 ' R18 0 . 0 0 ' R150.0 0 ' R200.00' R 8 . 0 0 ' R8. 0 0 ' R 4 . 0 0 ' R4. 0 0 ' R 8 . 0 0 ' R 4 . 0 0 ' R4. 0 0 ' R4.00' R1 2 . 0 0 ' R4 . 0 0 ' R 8 8 . 0 0 ' R 8 0 . 0 0 ' R 1 2 . 0 0 ' R1 0 0 . 0 0 ' R8.00' R4 . 0 0 ' R8.00 ' 10' WALK 8' WALK 8' WALK 8' WALK 12' WALK 8' WALK 12' WALK 8' WALK 8' WALK R4 . 0 0 ' R 6 0 . 0 0 ' 8' WALK R168 . 0 0 ' R1 0 0 . 0 0 ' R4 . 0 0 ' R4. 0 0 ' R9 0 . 0 0 ' R4.0 0 ' R4.0 0 ' 10' WALK 8' WALK 8' WALK 166°22'2" 166°22'2" 8 9 ° 5 9 ' 7 " 90°0'0" 166°22'2" 166°22'2"9 0 ° 0 ' 0 " 9 0 ° 0 ' 0 " 90°0'0" R45.00 ' 90° 0 ' 0 " 36 . 0 0 ' 10 . 0 0 ' 1 5 5 ° 0 ' 0 " 180°0'0" 135°0'0" PI PI PI PI PI PI PI PI PI PI PI PI ALIGN WITH STOOP (TYP) ALIGN WITH BUILDING CORNER ALIGN WITH BUILDING CORNER 49 8 . 8 1 ' 165°0'1" 169°48'56" R 1 0 0 . 0 0 ' 168°2'43" PI PI PI PI PI PI 36.00' 12.00' 36.00' 12.00' 36.00' 12.00' 36.00' 12.00' 36.00' 12.00' 78 . 0 0 ' 21 . 0 0 ' 21 . 0 0 ' ALIGN WITH SIDEWALK ON PROPOSED BOULDER TRAIL 28.75 ' 3 0 . 3 2 ' 9. 9 9 ' 9.33' 411.93' 277.72' 265.75' 18 2 . 8 3 ' 11 8 . 7 5 ' 110.20' PC R1 0 0 . 0 0 ' PI 48.00' 12.00' (TYP.) 14.10 ' 2.00' R45.0 0 ' 8' WALK 165°57'50" 165°4'7" 165°4'7" 165°57'50" MATCHLINE MA T C H L I N E R 5 0 . 0 0 ' 135°0'0" ANGLE FROM BUILDING CORNER ALIGN WITH ANGLE OF BUILDING CANOPY 12.00' 135°0'0" TYP. 160°0'0" 135°0'0" TYP. 50.91' 50.91' 57.36'30.00' R3 5 . 0 0 ' 7 7 . 1 6 ' 7 5 . 3 1 ' PC PC PT PT OH E OH E OH E OH E OH E OH E UG E UGE UGE B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BI T U M I N O U S P A T H BI T U M I N O U S P A T H RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N W ( P ) W ( P ) W ( P ) UG E 93 60 SA N I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 20 5 . 1 1 ' T O F A C E O F C U R B 24.26' 4.37' 78.19' 12 0 ° 0 ' 0 " 1 5 . 0 0 ' R4.00' R 4 . 0 0 ' 54 ° 0 ' 0 " 19.60 ' PC EXTEND CONCRETE AROUND HYDRANT PI 47.34 ' R 4 . 0 0 ' 2 4 . 0 0 ' 8' WALK R88 . 0 0 ' PI176.00' TO FACE OF CURB 36 . 0 0 ' 12 . 0 0 ' 24 . 0 0 ' 12 . 0 0 ' 24 . 0 0 ' COORDINATE LOCATION AND ALIGN WITH PROPOSED BOULDER TRAIL PLANS AND CONTRACTORS 739.08' 9 0 ° 0 ' 0 " TENNIS COURTS BASE POINT 34 7 . 8 2 ' T O T E N N I S 10 0 . 0 0 ' 10 . 0 0 ' 10.00' 255.30' TO TENNIS 75°0 ' 0 " 30.00' C1.02 GEOMETRIC PLAN SOUTHWEST KEYMAP 1"=400' FEETSCALE 0 HORZ. 30 60 R PI PT PCC BASELINE FOR DIMENSIONS POINT OF INTERSECTION POINT OF CURVATURE POINT OF TANGENCY POINT OF COMPOUND CURVATURE PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE PC LEGEND 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, CENTERLINE OF FENCE, OR PROPERTY LINE UNLESS OTHERWISE NOTED. 3.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. 4.TRAFFIC SIGNS SHALL BE INSTALLED 18" BEHIND THE BACK OF CURB OR EDGE OF PAVEMENT. NOTES 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 09/11/2024 Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North NEW ROSEMOUNT MIDDLE SCHOOL Rosemount, Minnesota 55068 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MINNESOTA 55068 232086 09/11/2024 09/11/24 CITY RESUBMITTAL SET - NOT FOR BID DAR JDO ADDENDUM #1 08/27/2024 A1 ADDENDUM #2 09/06/2024 A2 1" = 30' 12 0 . 0 0 ' 138.50' 90.49' Page 113 of 349 D S S S S D D D D D S S D S D NO PARK I N G NO PARK I N G REFER TO ARCHITECTURAL PLANSFOR DIMENSIONS AND LAYOUT 35 BUS STALLS 44 STANDARD STALLS(2 ACCESSIBLE, 42 REGULAR) 153 STALLS (6 ACCESSIBLE, 147 REGULAR)36 POSSIBLE FUTURE NO PARKI N G NO PARKING NO PARKING 8 STANDARD STALLS(1 ACCESSIBLE, 7 REGULAR) PC NORTH NORTHEAST EAST SOUTHEAST SOUTHWEST WEST NORTHWEST MAT C H L I N E MA T C H L I N E MATCHLINE MATCHLINE MATCHLINE MATCHLINE MA T C H L I N E MA T C H L I N E MA T C H L I N E MATCH L I N E MAT C H L I N E MA T C H L I N E OH E OH E OH E OH E OH E OH E OHE OH E OH E OHE OH E OH E UG E UGE UGE UGE UGE UG E UG E B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S GRAVEL GRAVE L GRA V E L GRA V E L BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H OH E OH E OHE OHE OHE OHE OHE OH E OH E OHE OHE OHE CO N C R E T E RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N GAS P I P E L I N E E A S E M E N T P E R DOC . N O . 3 5 1 5 2 1 0 15 35 15 35 W (P ) W ( P ) W (P ) W (P ) W (P ) W ( P ) W ( P ) W (P ) UGE 2639.45 25 10 SANITARY EASEMENT PERDOC. NO. 409760 25 10 SANITARY EASEMENT PERDOC. NO. 409760 25 35 25 35 25 35 25 35 25 35 25 35 SANIT A R Y E A S E M E N T P E R DOC. N O . 2 4 0 9 3 7 3 SAN I T A R Y E A S E M E N T P E R DOC . N O . 2 4 0 9 3 7 3 GAS E A S E M E N T P E R DOC . N O . 5 7 8 2 0 0 33 33 GAS E A S E M E N T P E R DOC . N O . 5 7 8 2 0 0 33 33 30 30 30 30 30 30 30 30 ELECTRIC T R A N S M I S S I O N L I N E E A S E M E N T PER DOC. N O . 5 6 7 8 9 4 ELE C T R I C T R A N S M I S S I O N L I N E E A S E M E N T PER D O C . N O . 5 6 7 8 9 4 25 35 93 60 93 60 SA N I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 SAN I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 PC D ONLYBUS BUS LOT 35 BUS STALLS 44 STANDARD STALLS (2 ACCESSIBLE, 42 REGULAR) NO PARKIN G POND A INFILTRATION AREA ONLYBUS L=190 . 4 0 R=750 . 0 0 Δ=14°3 2 ' 4 3 " L =6 6 7 .7 5 R =8 5 0 .4 5 =4 4 °5 9'13""""""""""""""""""""""""""""""""""""""""" 10 0 100 100N44°27'00"E 253.67 30.00' 120°0'0" R151 . 0 0 ' R1 0 0 . 0 0 ' R60.00' R4. 0 0 ' R4 . 0 0 ' 8' WALK 12' WALK 8' WALK 22.5' WALK 15' WALK R 6 0 . 0 0 ' R9 0 . 0 0 ' R 1 2 . 0 0 ' R4 . 0 0 ' 10 WALK 8 9 ° 5 9 ' 7 " R45.00 ' 135°0'0" PI PI PI R8.0 0 ' 38.63' ALIGN WITH STOOP (TYP) 10' WALK ALIGN WITH BUILDING WALL ALIGN WITH BUILDING CORNER PI 12' WALK ALIGN ASPHALT SIDEWALK WITH CONCRETE SIDEWALK CORNER R2 0 . 0 0 ' 135°0'1" PI PI 7.07' R4.00' ALIGN WITH SIDEWALK ON PROPOSED BOULDER TRAIL 414.0 0 ' 27.45 ' PC 13.42 ' 48.00' 12.00' (TYP.) BUS CORRAL BASE POINT ALIGN ASPHALT WALK WITH CONCRETE WALK CORNER 8.00'53.94' 150°0'0" R 1 1 0 . 0 0 ' R 8 . 0 0 ' R 8 . 0 0 ' R100.0 0 ' R160.0 0 ' PCC R60 . 0 0 ' R16 0 . 0 0 ' MATCHLINE MA T C H L I N E MATC H L I N E R 5 0 . 0 0 ' R4 . 0 0 ' PCC PC 45°0'0" (TYP.) 4 0 . 0 0 ' ( T Y P . ) 90°0'0 " PI ANGLE FROM BUILDING CORNER ALIGN WITH ANGLE OF BUILDING CANOPY 1 2 0 ° 0 ' 0 " 2 0 . 0 0 ' 613.9 8 ' CENTER OF R100.00' 8 0 . 0 0 ' 3.03' 51°36'52" 125.4 2 ' 2 0 . 0 0 ' PI 24.26' 4.37' 78.19' 12 0 ° 0 ' 0 " 1 5 . 0 0 ' R4.00' R 4 . 0 0 ' 54 ° 0 ' 0 " 19.60 ' PC 9 0 . 6 5 ' 90 ° 0 ' 0 " 1 9 . 3 5 ' 60 . 0 0 ' 258.9 1 ' EXTEND CONCRETE AROUND HYDRANT PI 47.34 ' R 4 . 0 0 ' 2 4 . 0 0 ' 8' WALK 1 0 5 ° 0 ' 0 " 25.21' R88 . 0 0 ' 75°0 ' 0 " 135 ° 0 ' 0 " 30°0'0" TO WEST BASELINE 90 ° 0 ' 0 " 7 0 . 0 0 ' 9 0 . 0 0 ' 30.00' C1.03 GEOMETRIC PLAN SOUTHEAST 1"=400' KEYMAP FEETSCALE 0 HORZ. 30 60 R PI PT PCC BASELINE FOR DIMENSIONS POINT OF INTERSECTION POINT OF CURVATURE POINT OF TANGENCY POINT OF COMPOUND CURVATURE PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE PC LEGEND 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, CENTERLINE OF FENCE, OR PROPERTY LINE UNLESS OTHERWISE NOTED. 3.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. 4.TRAFFIC SIGNS SHALL BE INSTALLED 18" BEHIND THE BACK OF CURB OR EDGE OF PAVEMENT. NOTES 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 09/11/2024 Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North NEW ROSEMOUNT MIDDLE SCHOOL Rosemount, Minnesota 55068 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MINNESOTA 55068 232086 09/11/2024 09/11/24 CITY RESUBMITTAL SET - NOT FOR BID DAR JDO ADDENDUM #1 08/27/2024 A1 ADDENDUM #2 09/06/2024 A2 1" = 30' Page 114 of 349 D S S S S D D D D D S S D S D NO PARKI N G NO PARKI N G REFER TO ARCHITECTURAL PLANSFOR DIMENSIONS AND LAYOUT 35 BUS STALLS 44 STANDARD STALLS(2 ACCESSIBLE, 42 REGULAR) 153 STALLS (6 ACCESSIBLE, 147 REGULAR)36 POSSIBLE FUTURE NO PARK I N G NO PARKING NO PARKING 8 STANDARD STALLS(1 ACCESSIBLE, 7 REGULAR) PC NORTH NORTHEAST EAST SOUTHEAST SOUTHWEST WEST NORTHWEST MAT C H L I N E MAT C H L I N E MATCHLINE MATCHLINE MATCHLINE MATCHLINE MA T C H L I N E MA T C H L I N E MA T C H L I N E MATCH L I N E MAT C H L I N E MA T C H L I N E OHE OH E OH E OH E OH E OH E OH E OH E OH E OH E OHE OH E UG E UGE UGE UGE UGE UG E UG E B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S GRAVEL GRAVEL GRAV E L GRA V E L BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H OH E OH E OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E CON C R E T E RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N GAS P I P E L I N E E A S E M E N T P E R DOC . N O . 3 5 1 5 2 1 0 15 35 15 35 W ( P ) W (P ) W (P ) W ( P ) W (P ) W ( P ) W ( P ) W (P ) UG E 2639.45 25 10 SANITARY EASEMENT PERDOC. NO. 409760 25 10 SANITARY EASEMENT PERDOC. NO. 409760 25 35 25 35 25 35 25 35 25 35 25 3 5 SANITA R Y E A S E M E N T P E R DOC. N O . 2 4 0 9 3 7 3 SAN I T A R Y E A S E M E N T P E R DOC . N O . 2 4 0 9 3 7 3 GAS E A S E M E N T P E R DOC . N O . 5 7 8 2 0 0 33 33 GAS E A S E M E N T P E R DOC . N O . 5 7 8 2 0 0 33 33 30 30 30 30 30 30 30 30 ELECTRIC T R A N S M I S S I O N L I N E E A S E M E N T PER DOC . N O . 5 6 7 8 9 4 ELEC T R I C T R A N S M I S S I O N L I N E E A S E M E N T PER D O C . N O . 5 6 7 8 9 4 25 35 93 60 93 60 SAN I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 SA N I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 PC S S D D D THRU DROP OFFLANE DROP OFF DROP OFF NO PAR K I N G NO PAR K I N G REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS AND LAYOUT PROPOSED BUILDING MAIN LOT 153 STALLS (6 ACCESSIBLE, 147 REGULAR) 36 POSSIBLE FUTURE NO PAR K I N G NO PARKIN G SERVICE LOT 8 STANDARD STALLS (1 ACCESSIBLE, 7 REGULAR) S0 ° 1 7 ' 3 0 " W 23 2 . 6 5 NORTH 1 / 2 O F T H E N W 1 / 4 O F S E C . 3 3 , T . 1 1 5 , R . 1 9 RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N S0 ° 1 1 ' 0 4 " W 1 3 0 5 . 3 2 R15 0 . 0 0 ' R18 0 . 0 0 ' R20.00' R 4 . 0 0 ' R4.00' R4 . 0 0 ' R4.00' R1 5 . 0 0 ' R 4 . 0 0 ' R8.00' R4.00' R 8 . 0 0 ' R4.00' R 8 . 0 0 ' R8.00' R 4 . 0 0 ' R4.00 ' R 4 . 0 0 ' R50.00' R8 . 0 0 ' R12.00' R38.00' R4 . 0 0 ' R8.00' R3 0 . 0 0 ' R4.00' R4.00' R 8 . 0 0 ' R2 0 2 . 0 0 ' R 8 . 0 0 ' R8.00' R8 0 . 0 0 ' R8 . 0 0 ' R4.00' R10 0 . 0 0 ' R10 0 . 0 0 ' R80.00' R4 . 0 0 ' R3 5 . 0 0 ' R 2 0 . 0 0 ' R 1 2 . 0 0 ' R 2 8 . 0 0 ' R4 . 0 0 ' R4.00' 8' WALK 8' WALK 8' WALK 10' WALK 8' WALK 8' WALK 12' WALK 10' WALK 8' WALK 8' WALK 10' WALK 8' WALK 8' WALK 12' WALK 8' WALK 10' WALK R1 8 8 . 0 0 ' R4.00' R 4 . 0 0 ' R 1 2 . 0 0 ' R 8 . 0 0 ' R 2 0 . 0 0 ' R8.00 ' 90°0'0 " 1 6 5 ° 0 ' 0 " 145°11'4" 1 3 0 ° 0 ' 0 " R30 0 . 0 0 ' R1 2 . 0 0 ' 100°0'0" PI PI PI PI PI PI PI ALIGN WITH STOOP (TYP) ALIGN WITH BUILDING WALL ALIGN WITH STOOP (TYP) ALIGN WITH STOOP (TYP) ALIGN WITH STOOP (TYP) ALIGN WITH BUILDING CORNER ANGLE FROM BUILDING CORNER ALIGN WITH BUILDING WALL ALIGN WITH BUILDING CORNER ALIGN WITH BUILDING CORNER ALIGN WITH BUILDING WALL PI 49 8 . 8 1 ' PI PI 135°0'0" 165°0'0" 90°56'9" PI PI PI 143°18' 3 0 " 143.77' 155°0'0" 165°0'1" PI PI R12.00' R 1 2 . 0 0 ' R4 . 0 0 ' R4.00' 76.45 ' 1 1 2 . 4 9 ' 45.00' 3 0 . 0 0 ' 41 . 6 8 ' 36 . 0 0 ' 90. 0 0 ' 69 . 0 8 ' 30 . 0 0 ' 30. 0 0 ' ( T Y P . ) 1 0 . 0 0 ' ( T Y P . ) 4.0 0 ' ( T Y P . ) 147 . 2 4 ' R50.00' 10 8 . 0 0 ' R12.00' ALIGN WITH CANOPY ANGLE 26.0 0 ' 24.0 0 ' 6' WALK 8' WALK ALIGN FACE OF CURB WITH WALL R 4 . 0 0 ' R4.00' R108. 0 0 ' R 5 . 0 0 ' R18.00 ' 4 0 ° 1 ' 4 3 " 150 ° 0 ' 0 " 1 0 5 ° 0 ' 0 " 135 ° 0 ' 0 " 5' WALK 0.00' R 2 0 . 0 0 ' R4.00 ' R5 0 . 0 0 ' 40.28 ' 15.00' MATCHLINE MATCHLINE MA T C H L I N E R210 . 0 0 ' R21 0 . 0 0 ' R4.00' R 4 . 0 0 ' R 4 . 0 0 ' PT PC R4 . 0 0 ' R 8 . 0 0 ' 89°59'36" ANGLE FROM STOOP CORNER R88.27' PCC R3 0 . 0 0 ' 31 . 8 8 ' R 5 8 . 0 0 ' 72.27 ' 45 . 9 4 ' ANGLE FROM 13 0 ° 0 ' 0 " PCC 6 6 . 7 6 ' 7 7 . 1 6 ' PT PC 54.00 ' 170°0'0" 26. 0 0 ' 28. 0 0 ' 24. 0 0 ' 24 . 0 0 ' 14 4 . 0 0 ' 90°0'0" 9 0 ° 0 ' 0 " 90°0'0" 40. 0 0 ' 24. 0 0 ' 40. 0 0 ' 44. 0 0 ' 14. 0 0 ' 24. 0 0 ' OH E OH E OH E OH E OH E OH E UGE UGE B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BI T U M I N O U S P A T H BI T U M I N O U S P A T H OHE CO N C R E T E RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N GA S P I P E L I N E E A S E M E N T P E R DO C . N O . 3 5 1 5 2 1 0 15 35 15 35 W ( P ) W ( P ) W ( P ) UG E 25 35 GA S E A S E M E N T P E R DO C . N O . 5 7 8 2 0 0 33 33 3 0 25 35 93 60 SA N I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 42 . 4 3 ' BASEBALL FIELD BASEPOINT - REFER TO C1.01 1 1 5 ° 0 ' 0 " 36.00' 90 ° 0 ' 0 " 89.6 7 ' 7 7 . 7 3 ' R 2 1 2 . 0 0 ' 1 7 0 ° 0 ' 0 " 9 1 . 7 9 ' PI 54.2 7 ' 160°0'0" 8' WALK 90°0'0" 20. 0 0 ' 12' WALK R24.00' 26.0 0 ' 15 2 . 0 0 ' 34. 0 0 ' 24. 0 0 ' PCC PCC PCC PCC R 4 1 0 . 0 0 ' R 2 3 8 . 0 0 ' CENTER OF RADIUS PC PC 24 1 . 8 7 ' 73. 1 3 ' 97. 3 5 ' 20°57'1" DRIVE PCC 94. 6 1 ' 141 . 0 5 ' 179 . 6 5 ' R 3 8 6 . 0 0 ' 24.0 0 ' 90 ° 0 ' 0 " PC 7°3' 1 " 20.0 0 ' 8' WALK PI 15 3 . 5 7 ' 1 1 5 ° 0 ' 0 " 9 9 . 8 4 ' R 3 4 6 . 0 0 ' 2 8 . 0 0 ' 2 4 . 0 0 ' R 2 8 2 . 0 0 ' R8.00' R74.0 0 ' 64 . 6 5 ' PC PC PC 17°56'55" MIDDLE ISLAND CURB FACE 22°4'48" NORTH ISLAND CURB FACE R 3 6 6 . 0 0 ' R 3 0 2 . 0 0 ' 2 4 . 0 0 ' 9 0 ° 0 ' 5 " 89°59'55 " 310.44' TO CENTER OF RADIUS269.95' PARKING LOT BASEPOINT - REFER TO C1.01 9 0 ° 0 ' 5 " 89°59'55 " R 2 0 0 . 0 0 ' PC PC 1 0 . 0 0 ' 30°0'0" TO WEST BASELINE 20°0'0 "R 8 . 0 0 ' PI1 3 0 ° 0 ' 0 " 206 . 4 3 ' 2 3 7 . 9 7 ' 200.92' R 2 9 8 . 0 0 ' 8' WALK PT PC C1.04 GEOMETRIC PLAN WEST FEETSCALE 0 HORZ. 30 60 R KEYMAP 1"=400' PI PT PCC BASELINE FOR DIMENSIONS POINT OF INTERSECTION POINT OF CURVATURE POINT OF TANGENCY POINT OF COMPOUND CURVATURE PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE PC LEGEND 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, CENTERLINE OF FENCE, OR PROPERTY LINE UNLESS OTHERWISE NOTED. 3.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. 4.TRAFFIC SIGNS SHALL BE INSTALLED 18" BEHIND THE BACK OF CURB OR EDGE OF PAVEMENT. NOTES 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 09/11/2024 Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North NEW ROSEMOUNT MIDDLE SCHOOL Rosemount, Minnesota 55068 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MINNESOTA 55068 232086 09/11/2024 09/11/24 CITY RESUBMITTAL SET - NOT FOR BID DAR JDO ADDENDUM #1 08/27/2024 A1 ADDENDUM #2 09/06/2024 A2 1" = 30' Page 115 of 349 D S S S S D D D D D S S D S D NO PARK I N G NO PARK I N G REFER TO ARCHITECTURAL PLANSFOR DIMENSIONS AND LAYOUT 35 BUS STALLS 44 STANDARD STALLS(2 ACCESSIBLE, 42 REGULAR) 153 STALLS (6 ACCESSIBLE, 147 REGULAR)36 POSSIBLE FUTURE NO PARKI N G NO PARKING NO PARKING 8 STANDARD STALLS(1 ACCESSIBLE, 7 REGULAR) S0 ° 1 7 ' 3 0 " W 23 2 . 6 5 S75°17'30"W 152.75 L =7 3 1.3 0 R =8 7 9.95 =47°37'00""""""""""""""""""""""""""""""""""""""""" L=190. 4 0 R=750. 0 0 Δ=14°3 2 ' 4 3 " L =6 6 7 .7 5 R =8 5 0 .4 5 =4 4°5 9'13""""""""""""""""""""""""""""""""""""""""" N44°27'00"E 253.67 N62°19 ' 3 0 " W 1 1 2 7 . 9 6 S2 7 ° 4 0 ' 3 0 " W 28 6 . 5 9 N0 ° 1 1 ' 0 4 " E 1 1 8 6 . 5 6 N89°26'13"E 911.79 S0 ° 1 1 ' 0 4 " W 1 3 0 5 . 3 2 PI PC NORTH NORTHEAST EAST SOUTHEAST SOUTHWEST WEST NORTHWEST MAT C H L I N E MA T C H L I N E MATCHLINE MATCHLINE MATCHLINE MATCHLINE MA T C H L I N E MA T C H L I N E MA T C H L I N E MATCH L I N E MAT C H L I N E MA T C H L I N E OH E OH E OH E OH E OH E OH E OHE OH E OH E OHE OH E OH E UG E UGE UGE UGE UGE UG E UG E B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S GRAVEL GRAVE L GRA V E L GRA V E L BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H OH E OH E OHE OHE OHE OHE OHE OH E OH E OHE OHE OHE CO N C R E T E GAS P I P E L I N E E A S E M E N T P E R DOC . N O . 3 5 1 5 2 1 0 15 35 15 35 W (P ) W ( P ) W (P ) W (P ) W (P ) W ( P ) W ( P ) W (P ) UGE 2639.45 25 10 SANITARY EASEMENT PERDOC. NO. 409760 25 10 SANITARY EASEMENT PERDOC. NO. 409760 25 35 25 35 25 35 25 35 25 35 25 35 SANIT A R Y E A S E M E N T P E R DOC. N O . 2 4 0 9 3 7 3 SAN I T A R Y E A S E M E N T P E R DOC . N O . 2 4 0 9 3 7 3 GAS E A S E M E N T P E R DOC . N O . 5 7 8 2 0 0 33 33 GAS E A S E M E N T P E R DOC . N O . 5 7 8 2 0 0 33 33 30 30 30 30 30 30 30 30 ELECTRIC T R A N S M I S S I O N L I N E E A S E M E N T PER DOC. N O . 5 6 7 8 9 4 ELE C T R I C T R A N S M I S S I O N L I N E E A S E M E N T PER D O C . N O . 5 6 7 8 9 4 25 35 93 60 93 60 SA N I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 SAN I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 PC PI PI BUS LOT 35 BUS STALLS PRACTICE FIELD #1 8-LANE TRACK PRACTICE FIELD #4 BASEBALL N0 ° 1 1 ' 0 4 " E 1 1 8 6 . 5 6 R1 0 0 . 0 0 ' R60.00' R4. 0 0 ' R4 . 0 0 ' R 7 8 . 0 0 ' R5 0 0 . 0 0 ' 12' WALK 8' WALK 8' WALK 8' WALK 10' WALK 22.5' WALK 15' WALK 8' WALK R 1 2 . 0 0 ' R4 . 0 0 ' 10 WALK 8' WALK370.00 ' R8.0 0 ' 38.63' ALIGN WITH STOOP (TYP) 10' WALK ALIGN WITH BUILDING CORNER ALIGN WITH BUILDING WALL ALIGN WITH BUILDING CORNER PI 240.00' 36 0 . 0 0 ' 12' WALK ALIGN ASPHALT SIDEWALK WITH CONCRETE SIDEWALK CORNER R2 0 . 0 0 ' 135°0'1" 203.59' 17 . 8 4 ' 7. 9 8 ' 210.00' PI 46.60' 130.00' 7.07' 7. 0 7 ' 24 0 . 0 0 ' 20.00' 20 . 0 0 ' R4.00' 34 5 . 0 0 ' 13.42 ' 27 8 . 8 5 ' B E T W E E N R A D I I 47 . 7 2 ' 231.44' 90 . 0 0 ' 4.0 0 ' ( T Y P . ) 7. 4 4 ' BUS CORRAL BASE POINT ALIGN ASPHALT WALK WITH CONCRETE WALK CORNER 8.00'53.94' 150°0'0" R 1 1 0 . 0 0 ' R 8 . 0 0 ' R 8 . 0 0 ' R100.0 0 ' R160.0 0 ' PCC R60 . 0 0 ' R16 0 . 0 0 ' R120.0 0 ' PT 19 . 1 3 ' PC MA T C H L I N E MATCHLINE MATCHLINE MA T C H L I N E MATC H L I N E MA T C H L I N E R70 . 0 0 ' R210 . 0 0 ' R4 . 0 0 ' R4 . 0 0 ' PCC PC R 8 . 0 0 ' R4.0 0 ' R4 . 0 0 ' PT PC PI PI ANGLE FROM BUILDING CORNER ALIGN WITH ANGLE OF BUILDING CANOPY 21 . 9 8 ' 96 . 5 7 ' 240 . 0 0 ' 42 . 4 3 ' BASEBALL FIELD BASEPOINT - REFER TO C1.01 PI PI 1 2 0 ° 0 ' 0 " 1 2 0 ° 0 ' 0 " 1 2 0 ° 0 ' 0 " 1 1 5 ° 0 ' 0 " 13 0 . 3 3 ' 17 8 . 3 7 ' 12 3 . 1 8 ' TRACK/FIELD BASEPOINT - REFER TO C1.01 (PARALLEL AND PERPENDICULAR TO WEST BASELINE) 30.00' TRACK RADIUS POINT TRACK RADIUS POINT R1 2 0 . 1 0 ' T O M E A S U R E L I N E R1 1 8 . 9 4 ' T O C U R B / A G L I M E E D G E R1 1 6 . 9 4 ' T O C U R B / F I E L D E D G E R1 4 8 . 4 4 ' T O O U T S I D E E D G E PC PC PC PC 10 8 . 0 0 ' 39.20' 10 0 . 5 0 ' 14 9 ° 5 0 ' 1 8 " R1 5 8 . 4 4 ' T O F E N C E 158.44' 10.00' 10 . 0 0 ' 43 0 . 0 0 ' 135°0' 0 " 2 0 . 0 0 ' PCC 613.9 8 ' 8 0 . 0 0 ' 3.03' 51°36'52" 125.4 2 ' 9 0 . 6 5 ' 90 ° 0 ' 0 " 1 9 . 3 5 ' 60 . 0 0 ' 258.9 1 ' 1 0 5 ° 0 ' 0 " 25.21' 135 ° 0 ' 0 " PC 9 0 . 0 0 ' C1.05 GEOMETRIC PLAN EAST FEETSCALE 0 HORZ. 30 60 R 1"=400' KEYMAP PI PT PCC BASELINE FOR DIMENSIONS POINT OF INTERSECTION POINT OF CURVATURE POINT OF TANGENCY POINT OF COMPOUND CURVATURE PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE PC LEGEND 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, CENTERLINE OF FENCE, OR PROPERTY LINE UNLESS OTHERWISE NOTED. 3.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. 4.TRAFFIC SIGNS SHALL BE INSTALLED 18" BEHIND THE BACK OF CURB OR EDGE OF PAVEMENT. NOTES 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 09/11/2024 Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North NEW ROSEMOUNT MIDDLE SCHOOL Rosemount, Minnesota 55068 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MINNESOTA 55068 232086 09/11/2024 09/11/24 CITY RESUBMITTAL SET - NOT FOR BID DAR JDO ADDENDUM #1 08/27/2024 A1 ADDENDUM #2 09/06/2024 A2 1" = 30' Page 116 of 349 D S S S S D D D D D S S D S D NO PARKI N G NO PARK I N G REFER TO ARCHITECTURAL PLANSFOR DIMENSIONS AND LAYOUT 35 BUS STALLS 44 STANDARD STALLS(2 ACCESSIBLE, 42 REGULAR) 153 STALLS (6 ACCESSIBLE, 147 REGULAR)36 POSSIBLE FUTURE NO PARK I N G NO PARKING NO PARKING 8 STANDARD STALLS(1 ACCESSIBLE, 7 REGULAR) S0 ° 1 7 ' 3 0 " W 23 2 . 6 5 S75°17'30"W 152.75 L =7 3 1.3 0 R =879.95 =47°37'00""""""""""""""""""""""""""""""""""""""""" L=190. 4 0 R=750. 0 0 Δ=14°3 2 ' 4 3 " L =6 6 7 .7 5 R =8 5 0 .4 5 =4 4 °5 9'13""""""""""""""""""""""""""""""""""""""""" N44°27'00"E 253.67 N62°19 ' 3 0 " W 1 1 2 7 . 9 6 S2 7 ° 4 0 ' 3 0 " W 28 6 . 5 9 N0 ° 1 1 ' 0 4 " E 1 1 8 6 . 5 6 N89°26'13"E 911.79 S0 ° 1 1 ' 0 4 " W 1 3 0 5 . 3 2 PC NORTH NORTHEAST EAST SOUTHEAST SOUTHWEST WEST NORTHWEST MAT C H L I N E MA T C H L I N E MATCHLINE MATCHLINE MATCHLINE MATCHLINE MA T C H L I N E MA T C H L I N E MA T C H L I N E MATCH L I N E MAT C H L I N E MA T C H L I N E OHE OH E OH E OH E OH E OH E OH E OH E OH E OH E OHE OH E UG E UGE UGE UGE UGE UG E UG E OH E OH E OHE OHE OHE OHE OHE OHE OH E OHE OHE OHE RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N GAS P I P E L I N E E A S E M E N T P E R DOC . N O . 3 5 1 5 2 1 0 15 35 15 35 W ( P ) W (P ) W (P ) W ( P ) W (P ) W ( P ) W ( P ) W (P ) UG E 2639.45 25 10 SANITARY EASEMENT PERDOC. NO. 409760 25 10 SANITARY EASEMENT PERDOC. NO. 409760 25 35 25 35 25 35 25 35 25 35 25 35 SANITA R Y E A S E M E N T P E R DOC. N O . 2 4 0 9 3 7 3 SAN I T A R Y E A S E M E N T P E R DOC . N O . 2 4 0 9 3 7 3 GAS E A S E M E N T P E R DOC . N O . 5 7 8 2 0 0 33 33 GAS E A S E M E N T P E R DOC . N O . 5 7 8 2 0 0 33 33 30 30 30 30 30 30 30 30 ELECTRIC T R A N S M I S S I O N L I N E E A S E M E N T PER DOC. N O . 5 6 7 8 9 4 ELE C T R I C T R A N S M I S S I O N L I N E E A S E M E N T PER D O C . N O . 5 6 7 8 9 4 25 35 93 60 93 60 SAN I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 SAN I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 PC BASEBALL S0 ° 1 7 ' 3 0 " W 23 2 . 6 5 S75°17'30" W 152.75 L =7 3 1.3 0 R =8 79.95 =47°37'00""""""""""""""""""""""""""""""""""""""""" SOUTH 1 / 2 O F T H E S W 1 / 4 O F S E C . 2 8 , T . 1 1 5 , R . 1 9 WE S T L I N E O F T H E S O U T H 1 / 2 O F S W 1 / 4 OF S E C . 2 8 , T . 1 1 5 , R . 1 9 SOU T H E A S T E R L Y L I N E O F U N I V E R S I T Y A D D I T I O N 7 5 7 5 75 75UNIVERSITY A D D I T I O N S2 7 ° 4 0 ' 3 0 " W 28 6 . 5 9 R 8 . 0 0 ' R 8 . 0 0 ' R8.00' R8 0 . 0 0 ' R1 0 2 0 . 8 7 ' 8' WALK 8' WALK 8' WALK 8' WALK 370.00 ' 162°30'34" 155°0'0" PI PI PI PI 143°18' 3 0 " 143.77' 21. 9 3 ' 33 0 . 0 0 ' 30 . 0 0 ' 48 . 1 6 ' MA T C H L I N E MATCHLINE MA T C H L I N E R9 0 . 0 0 ' UG E UG E B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S GRAVEL GRAV E L GR A V E L OH E OH E OHE OHE OHE OH E OH E OH E OH E OH E 15 35 W ( P ) 25 10 SANITARY EASEMENT PER DOC. NO. 409760 2 5 3 5 25 35 25 35 2 5 3 5 SAN I T A R Y E A S E M E N T P E R DOC . N O . 2 4 0 9 3 7 3 GA S E A S E M E N T P E R DO C . N O . 5 7 8 2 0 0 33 33 3 0 3 0 3 0 3 0 30 3 0 ELECT R I C T R A N S M I S S I O N L I N E E A S E M E N T PER D O C . N O . 5 6 7 8 9 4 90°0'0" T O N W PROPER T Y L I N E BASEBALL FIELD BASEPOINT - 68°1 8 ' 3 0 " PI 147. 7 5 ' 10' WALK 50°0'0" C1.06 GEOMETRIC PLAN NORTHWEST FEETSCALE 0 HORZ. 30 60 R 1"=400' KEYMAP PI PT PCC BASELINE FOR DIMENSIONS POINT OF INTERSECTION POINT OF CURVATURE POINT OF TANGENCY POINT OF COMPOUND CURVATURE PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE PC LEGEND 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, CENTERLINE OF FENCE, OR PROPERTY LINE UNLESS OTHERWISE NOTED. 3.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. 4.TRAFFIC SIGNS SHALL BE INSTALLED 18" BEHIND THE BACK OF CURB OR EDGE OF PAVEMENT. NOTES 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 09/11/2024 Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North NEW ROSEMOUNT MIDDLE SCHOOL Rosemount, Minnesota 55068 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MINNESOTA 55068 232086 09/11/2024 09/11/24 CITY RESUBMITTAL SET - NOT FOR BID DAR JDO ADDENDUM #1 08/27/2024 A1 ADDENDUM #2 09/06/2024 A2 1" = 30' Page 117 of 349 D S S S S D D D D D S S D S D NO PARK I N G NO PARK I N G REFER TO ARCHITECTURAL PLANSFOR DIMENSIONS AND LAYOUT 35 BUS STALLS 44 STANDARD STALLS (2 ACCESSIBLE, 42 REGULAR) 153 STALLS (6 ACCESSIBLE, 147 REGULAR)36 POSSIBLE FUTURE NO PARKI N G NO PARKING NO PARKING 8 STANDARD STALLS(1 ACCESSIBLE, 7 REGULAR) S0 ° 1 7 ' 3 0 " W 23 2 . 6 5 S75°17'30" W 152.75 L =7 3 1.3 0 R =8 7 9.95 =47°37'00""""""""""""""""""""""""""""""""""""""""" L=190. 4 0 R=750. 0 0 Δ=14°3 2 ' 4 3 " L =6 6 7 .7 5 R =8 5 0 .4 5 =4 4°5 9'13""""""""""""""""""""""""""""""""""""""""" N44°27'00"E 253.67 N62°1 9 ' 3 0 " W 1 1 2 7 . 9 6 S2 7 ° 4 0 ' 3 0 " W 28 6 . 5 9 N0 ° 1 1 ' 0 4 " E 1 1 8 6 . 5 6 N89°26'13"E 911.79 S0 ° 1 1 ' 0 4 " W 1 3 0 5 . 3 2 PC NORTH NORTHEAST EAST SOUTHEAST SOUTHWEST WEST NORTHWEST MAT C H L I N E MA T C H L I N E MATCHLINE MATCHLINE MATCHLINE MATCHLINE MA T C H L I N E MA T C H L I N E MA T C H L I N E MATCH L I N E MAT C H L I N E MAT C H L I N E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OHE UG E UGE UGE UGE UGE UG E UG E OH E OHE OHE OHE OHE OHE OHE OH E OH E OHE OH E OHE RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N GAS P I P E L I N E E A S E M E N T P E R DOC . N O . 3 5 1 5 2 1 0 15 35 15 35 W (P ) W ( P ) W ( P ) W (P ) W ( P ) W (P ) W (P ) W ( P ) UGE 2639.45 25 10 SANITARY EASEMENT PERDOC. NO. 409760 25 10 SANITARY EASEMENT PERDOC. NO. 409760 2 5 35 25 35 25 35 25 35 25 35 25 35 SANIT A R Y E A S E M E N T P E R DOC. N O . 2 4 0 9 3 7 3 SAN I T A R Y E A S E M E N T P E R DOC. N O . 2 4 0 9 3 7 3 GAS E A S E M E N T P E R DOC . N O . 5 7 8 2 0 0 33 33 GAS E A S E M E N T P E R DOC . N O . 5 7 8 2 0 0 33 33 30 30 30 30 30 30 30 30 ELECTRIC T R A N S M I S S I O N L I N E E A S E M E N T PER DOC. N O . 5 6 7 8 9 4 ELEC T R I C T R A N S M I S S I O N L I N E E A S E M E N T PER D O C . N O . 5 6 7 8 9 4 25 35 93 60 93 60 SA N I T A R Y E A S E M E N T P E R DOC . N O . 2 4 0 9 3 7 3 SAN I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 PC BASEBALL R8 . 0 0 ' R10 0 . 0 0 ' R10 0 . 0 0 ' 10' WALK 8' WALK 8' WALK 8' WALK 10' WALK 370.00 ' ALIGN WITH BUILDING WALL PI 162°30'34" 155°0'0" 90°56'9" PI PI 10.00' FIELD OVERSIZE (TYP.) 45.00' 3 0 . 0 0 ' 21. 9 3 ' 90. 0 0 ' 90 . 0 0 ' 33 0 . 0 0 ' 69 . 0 8 ' 30 . 0 0 ' 48 . 1 6 ' 30. 0 0 ' ( T Y P . ) 1 0 . 0 0 ' ( T Y P . ) 4.0 0 ' ( T Y P . ) 147 . 2 4 ' MA T C H L I N E MA T C H L I N E MA T C H L I N E MA T C H L I N E R210 . 0 0 ' R21 0 . 0 0 ' R4.00' R 4 . 0 0 ' R4 . 0 0 ' PT PC R 8 . 0 0 ' 89°59'36" R3 0 . 0 0 ' R 5 8 . 0 0 ' 72.27 ' 45 . 9 4 ' 25 10 SANITARY EASEMENT PER DOC. NO. 409760 2 5 3 5 96. 5 7 ' 21 . 9 8 ' 96 . 5 7 ' 240 . 0 0 ' 42 . 4 3 ' BASEBALL FIELD BASEPOINT - REFER TO C1.01 PI 1 1 5 ° 0 ' 0 " 17°56'55" MIDDLE ISLAND CURB FACE R 8 . 0 0 ' PI1 3 0 ° 0 ' 0 " 206 . 4 3 ' PT PC PC C1.07 GEOMETRIC PLAN NORTH FEETSCALE 0 HORZ. 30 60 R KEYMAP 1"=400' PI PT PCC BASELINE FOR DIMENSIONS POINT OF INTERSECTION POINT OF CURVATURE POINT OF TANGENCY POINT OF COMPOUND CURVATURE PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE PC LEGEND 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, CENTERLINE OF FENCE, OR PROPERTY LINE UNLESS OTHERWISE NOTED. 3.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. 4.TRAFFIC SIGNS SHALL BE INSTALLED 18" BEHIND THE BACK OF CURB OR EDGE OF PAVEMENT. NOTES 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 09/11/2024 Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North NEW ROSEMOUNT MIDDLE SCHOOL Rosemount, Minnesota 55068 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MINNESOTA 55068 232086 09/11/2024 09/11/24 CITY RESUBMITTAL SET - NOT FOR BID DAR JDO ADDENDUM #1 08/27/2024 A1 ADDENDUM #2 09/06/2024 A2 1" = 30' Page 118 of 349 D S S S S D D D D D S S D S D NO PARK I N G NO PARK I N G REFER TO ARCHITECTURAL PLANSFOR DIMENSIONS AND LAYOUT 35 BUS STALLS 44 STANDARD STALLS(2 ACCESSIBLE, 42 REGULAR) 153 STALLS (6 ACCESSIBLE, 147 REGULAR)36 POSSIBLE FUTURE NO PARKI N G NO PARKING NO PARKING 8 STANDARD STALLS(1 ACCESSIBLE, 7 REGULAR) PC NORTH NORTHEAST EAST SOUTHEAST SOUTHWEST WEST NORTHWEST MAT C H L I N E MA T C H L I N E MATCHLINE MATCHLINE MATCHLINE MATCHLINE MA T C H L I N E MA T C H L I N E MA T C H L I N E MATCH L I N E MAT C H L I N E MAT C H L I N E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OHE UG E UGE UGE UGE UGE UG E UG E B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S GRAVEL GRAVE L GRA V E L GRA V E L BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H OH E OHE OHE OHE OHE OHE OHE OH E OH E OHE OH E OHE CO N C R E T E RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N GAS P I P E L I N E E A S E M E N T P E R DOC . N O . 3 5 1 5 2 1 0 15 35 15 35 W (P ) W ( P ) W ( P ) W (P ) W ( P ) W (P ) W (P ) W ( P ) UGE 2639.45 25 10 SANITARY EASEMENT PERDOC. NO. 409760 25 10 SANITARY EASEMENT PERDOC. NO. 409760 25 35 25 35 25 35 25 35 25 35 25 35 SANIT A R Y E A S E M E N T P E R DOC. N O . 2 4 0 9 3 7 3 SAN I T A R Y E A S E M E N T P E R DOC. N O . 2 4 0 9 3 7 3 GAS E A S E M E N T P E R DOC . N O . 5 7 8 2 0 0 33 33 GAS E A S E M E N T P E R DOC . N O . 5 7 8 2 0 0 33 33 30 30 30 30 30 30 30 30 ELECTRIC T R A N S M I S S I O N L I N E E A S E M E N T PER DOC. N O . 5 6 7 8 9 4 ELEC T R I C T R A N S M I S S I O N L I N E E A S E M E N T PER D O C . N O . 5 6 7 8 9 4 25 35 93 60 93 60 SA N I T A R Y E A S E M E N T P E R DOC . N O . 2 4 0 9 3 7 3 SAN I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 PC D PRACTICE FIELD #2 PRACTICE FIELD #3 SOFTBALL #1 BASEBALL SOFTBALL #2 N62°1 9 ' 3 0 " W 1 1 2 7 . 9 6 R 7 8 . 0 0 ' R5 0 0 . 0 0 ' R40.00 ' R8 8 . 0 0 ' 8' WALK 8' WALK 8' WALK R 5 . 0 0 ' 20.00' R21 0 . 0 0 ' 210 . 0 0 ' 24 0 . 0 0 ' 37 0 . 0 0 ' 240 . 0 0 ' 370.00 ' ALIGN WITH CORNER OF DUGOUT 203.59' 17 . 8 4 ' 7. 9 8 ' 2 5 . 0 0 ' 39. 6 5 ' 30 . 0 0 ' 10. 0 0 ' 54 0 . 0 0 ' 50 . 0 0 ' P A R A L L E L TO N E P R O P E R T Y LIN E 10.00' FIELD OVERSIZE (TYP.) 10.00' FIELD OVERSIZE (TYP.) 21. 9 3 ' 60. 0 0 ' 21 0 . 0 0 ' 20. 0 0 ' 20 . 0 0 ' 30. 0 0 ' ( T Y P . ) 10 . 0 0 ' ( T Y P . ) 4.0 0 ' O P E N 50. 0 0 ' ( T Y P . ) 173.40' 7. 4 4 ' 10.00' (TYP.) 20 9 . 4 4 ' ( T Y P . ) 2 0 . 0 0 ' 20.00' 20 . 0 0 ' 90.23' 4.00' OPEN 90 . 8 9 ' 14.05' 12 9 . 1 0 ' MA T C H L I N E MATCHLINE MA T C H L I N E MA T C H L I N E 135°0'0" OH E OH E 2639.45 25 10 SANITARY EASEMENT PER DOC. NO. 409760 35 SA N I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 ELE C T R I C T R A N S M I S S I O N L I N E E A S E M E N T PE R D O C . N O . 5 6 7 8 9 4 SOFTBALL / FIELDS BASEPOINT - REFER TO C1.01 27 ° 2 9 ' 2 6 " T O W E S T BA S E L I N E T O F I R S T BA S E L I N E 15 0 . 0 0 ' 60 . 0 0 ' 9 0 ° 0 ' 0 " 90°0'0" T O N W PROPER T Y L I N E 98. 9 2 ' P A R A L L E L T O N W PR O P E R T Y L I N E 90°0'0" SOFTBALL FIELD BASEPOINT - REFER TO C1.01 R5.00' R 5 . 0 0 ' 8' WALK 10 0 . 0 1 ' 96. 5 7 ' PC C1.08 GEOMETRIC PLAN NORTHEAST FEETSCALE 0 HORZ. 30 60 R 1"=400' KEYMAP PI PT PCC BASELINE FOR DIMENSIONS POINT OF INTERSECTION POINT OF CURVATURE POINT OF TANGENCY POINT OF COMPOUND CURVATURE PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPERTY LINE PC LEGEND 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.ALL APPLICABLE DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, CENTERLINE OF FENCE, OR PROPERTY LINE UNLESS OTHERWISE NOTED. 3.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. 4.TRAFFIC SIGNS SHALL BE INSTALLED 18" BEHIND THE BACK OF CURB OR EDGE OF PAVEMENT. NOTES 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 09/11/2024 Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North NEW ROSEMOUNT MIDDLE SCHOOL Rosemount, Minnesota 55068 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MINNESOTA 55068 232086 09/11/2024 09/11/24 CITY RESUBMITTAL SET - NOT FOR BID DAR JDO ADDENDUM #1 08/27/2024 A1 ADDENDUM #2 09/06/2024 A2 1" = 30' Page 119 of 349 OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E UG E UGE UGE UGE UGE UG E UG E B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S GRAVEL GRAV E L GR A V E L GRA V E L BI T U M I N O U S P A T H BI T U M I N O U S P A T H BI T U M I N O U S P A T H BI T U M I N O U S P A T H OH E OH E OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E CO N C R E T E GAS P I P E L I N E E A S E M E N T P E R DO C . N O . 3 5 1 5 2 1 0 15 35 15 35 W ( P ) W ( P ) W ( P ) W ( P ) W ( P ) W ( P ) W ( P ) W ( P ) UG E 2639.45 25 10 SANITARY EASEMENT PER DOC. NO. 409760 25 10 SANITARY EASEMENT PER DOC. NO. 409760 2 5 3 5 25 35 25 35 25 35 25 35 2 5 3 5 SAN I T A R Y E A S E M E N T P E R DOC . N O . 2 4 0 9 3 7 3 SA N I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 GA S E A S E M E N T P E R DO C . N O . 5 7 8 2 0 0 33 33 GAS E A S E M E N T P E R DO C . N O . 5 7 8 2 0 0 33 33 3 0 3 0 3 0 3 0 30 30 30 30 ELECTR I C T R A N S M I S S I O N L I N E E A S E M E N T PER DO C . N O . 5 6 7 8 9 4 ELE C T R I C T R A N S M I S S I O N L I N E E A S E M E N T PER D O C . N O . 5 6 7 8 9 4 25 35 93 60 93 60 SA N I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 SA N I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 NORTH NORTHEAST EAST SOUTHEAST SOUTHWEST WEST NORTHWEST MA T C H L I N E MA T C H L I N E MATCHLINE MATCHLINE MATCHLINE MATCHLINE MA T C H L I N E MA T C H L I N E MA T C H L I N E MATCH L I N E MA T C H L I N E MA T C H L I N E ONLYBUS TH R U DR O P OF F LA N E THRU DROPOFFLANE THRU DROPOFFLANE DROP OFF DROP OFF NO PAR K I N G NO PAR K I N G REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS AND LAYOUT PROPOSED BUILDING BUS LOT 35 BUS STALLS 44 STANDARD STALLS (2 ACCESSIBLE, 42 REGULAR) MAIN LOT 153 STALLS (6 ACCESSIBLE, 147 REGULAR) 36 POSSIBLE FUTURE NO PAR K I N G NO PARKIN G NO PARKIN G PRACTICE FIELD #1 PRACTICE FIELD #2 PRACTICE FIELD #3 TENNIS COURTS 8-LANE TRACK PRACTICE FIELD #4 LIFT STATION SERVICE LOT 8 STANDARD STALLS (1 ACCESSIBLE, 7 REGULAR) SOFTBALL #1 BASEBALL SOFTBALL #2 POND A INFILTRATION AREA ONLYBUS D S S S S D D D D D S S D S D 6'H 5'W 6' CMP C1.10 FINISHING PLAN OVERALL FEETSCALE 0 HORZ. 100 200 R D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED CONCRETE WALK PROPOSED CONCRETE SLAB PROPOSED LIGHT DUTY ASPHALT PAVEMENT PROPOSED MEDIUM DUTY ASPHALT PAVEMENT PROPOSED HEAVY DUTY ASPHALT PAVEMENT PROPOSED AGLIME PROPOSED ATHLETIC ASPHALT PAVEMENT WITH RESILIENT SURFACING PROPOSED CHAIN LINK FENCING WITH MAINTENANCE STRIP PROPOSED CHAIN LINK FENCING FENCING KEY NOTE PROPOSED TRAFFIC SIGN SIGNAGE KEY NOTE PROPOSED BOLLARD PROPOSED ACCESSIBLE SYMBOL PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED RISER INLET (RI) PROPOSED FLARED END SECTION (FES) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROPOSED FLAGPOLE - REFER TO ARCHITECTURAL PLANS PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPOSED TIP OUT CURB - REFER TO GRADING PLANS PROPERTY LINE LEGEND 6' CLF A 1 C5.01 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.REFER TO BOULDER TRAIL SHEETS C6.01 - C6.03, STREET PLANS AND PROFILES, FOR BOULDER TRAIL. 3.CHECK ALL PLAN AND DETAIL DIMENSIONS AND VERIFY SAME BEFORE FIELD LAYOUT. 4.TRAFFIC SIGNS SHALL BE INSTALLED 18'' BEHIND THE BACK OF CURB OR EDGE OF PAVEMENT. NOTES 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 09/11/2024 Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North NEW ROSEMOUNT MIDDLE SCHOOL Rosemount, Minnesota 55068 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MINNESOTA 55068 232086 09/11/2024 09/11/24 CITY RESUBMITTAL SET - NOT FOR BID DAR JDO ADDENDUM #1 08/27/2024 A1 ADDENDUM #2 09/06/2024 A2 1" = 100' 17 C5.02 16 C5.02 10 C5.03 11 C5.03 12 C5.03 8 C5.04 13 C5.03 11 C5.04 13 C5.04 9 C5.04 2 C5.02 3 C5.02 5 C5.02 15 C5.01 7 C5.02 14 C5.04 15 C5.04 16 C5.04 10 C5.02 11 C5.02 15 C5.03 17 C5.04 Page 120 of 349 OHE OH E OH E OH E OH E OH E OHE OH E OH E OH E OHE OH E UG E UGE UGE UGE UGE UG E UG E B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S GRAVEL GRAVE L GRA V E L BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H OH E OH E OHE OHE OHE OHE OHE OH E OHE OHE OHE OHE CO N C R E T E GAS P I P E L I N E E A S E M E N T P E R DOC . N O . 3 5 1 5 2 1 0 15 35 15 35 W ( P ) W (P ) W (P ) W ( P ) W (P ) W ( P ) W ( P ) W (P ) UG E 2639.45 25 10 SANITARY EASEMENT PERDOC. NO. 409760 25 10 SANITARY EASEMENT PERDOC. NO. 409760 25 3 5 25 35 25 35 25 35 25 3 5 SANITA R Y E A S E M E N T P E R DOC. N O . 2 4 0 9 3 7 3 SAN I T A R Y E A S E M E N T P E R DOC . N O . 2 4 0 9 3 7 3 GAS E A S E M E N T P E R DOC . N O . 5 7 8 2 0 0 33 33 GAS E A S E M E N T P E R DOC . N O . 5 7 8 2 0 0 33 33 30 30 30 30 30 30 ELECTRIC T R A N S M I S S I O N L I N E E A S E M E N T PER DOC. N O . 5 6 7 8 9 4 ELE C T R I C T R A N S M I S S I O N L I N E E A S E M E N T PER D O C . N O . 5 6 7 8 9 4 25 35 93 60 93 60 SAN I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 SAN I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 NORTH NORTHEAST EAST SOUTHEAST SOUTHWEST WEST NORTHWEST MAT C H L I N E MA T C H L I N E MATCHLINE MATCHLINE MATCHLINE MATCHLINE MA T C H L I N E MA T C H L I N E MA T C H L I N E MATCH L I N E MAT C H L I N E MA T C H L I N E ONLYBUS THR U DRO P OFF LAN E THRU DROPOFFLANE THRU DROPOFFLANE DROP OFF DROP OFF NO PARKI N G NO PARK I N G NO PARK I N G NO PARKING NO PARKING ONLYBUS D S S S S D D D D D S S D S D 6'H5'W 6'CMP OH E OH E OH E OH E OH E OH E UG E UGE UGE B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BI T U M I N O U S P A T H BI T U M I N O U S P A T H W ( P ) W ( P ) W ( P ) UG E 93 60 SA N I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 MATCHLINE MA T C H L I N E ONLYBUS TH R U DR O P OF F LA N E THRU DROPOFFLANE TENNIS COURTS LIFT STATION ONLYBUS SAWCUT BETWEEN NET AND POSTS AND ALONG NET LINES TO A DEPTH OF 1-1/2". FILL WITH ELASTOMERIC SEALER PRIOR TO COLOR COATING (TYP) 11 C5.04 11 C5.04 D S S S D D S S S D 12 C5.03 12 C5.03 12 C5.03 17 C5.02 17 C5.02 17 C5.02 9 C5.03 9 C5.03 9 C5.03 9 C5.03 13 C5.04 13 C5.04 13 C5.04 9 C5..03 16 C5.02 17 C5.02 10 C5.04 11 C5.04 10 C5.04 10 C5.04 12 C5.03 12 C5.03 1 C5.04 1 C5.04 1 C5.04 12 C5.03 2 C5.03 2 C5.03 2 C5.03 6 C5.03 2 C5.03 4" WIDE PAINT STRIPE 3' O.C. AND "NO PARKING" TEXT (TYP) PAINTED ACCESSIBLE SYMBOL (TYP) 2 C5.03 2 C5.03 8' x 2' CROSS WALK (TYP) 8' x 2' CROSS WALK (TYP.) 17 C5.02 4 C5.03 17 C5.02 17 C5.02 8' x 2' CROSS WALK (TYP) 17 C5.02 17 C5.02 10' CLF 10' CLF 10' CLF 10' CLF 10' CLF 10' CLF 10' CLF 7'H 6'W 7'H 10'W POST NET POST NET POST NET POST NET POST NET STRP NET STRP NET STRP NET STRP NET STRP NET COLOR 1 COLOR 1 COLOR 1 COLOR 1 COLOR 1 COLOR 2 COLOR 2 COLOR 2 COLOR 2 COLOR 2 1 2 3 4 5 COURT STRIPING (TYP) SHALL MEET USTA SPECIFICATIONS 17 C5.02 2 C5.03 2 C5.03 10 C5.04 11 C5.04 13 C5.03 13 C5.03 2 C5.03 2 C5.03 3 C5.03 A A C 13 C5.04 13 C5.04 13 C5.04 I B B 13 C5.04 13 C5.0413 C5.04 LL 13 C5.04C 13 C5.04 F F PAINTED DIRECTIONAL ARROW (TYP.) PAINTED BUS LANE TEXT WITH WORDS "BUS ONLY" (TYP.) PAINTED THRU LANE TEXT WITH WORDS "THRU LANE" (TYP.) PAINTED DROP OFF LANE TEXT WITH WORDS "DROP OFF" (TYP.) PAINTED DIRECTIONAL ARROW (TYP.) PAINTED SINGLE WHITE STRIPE (TYP.) PAINTED SINGLE WHITE STRIPE 7 C5.03 1 C5.04 6' CLF 6' CLF 6' CLF 17 C5.04 17 C5.04 BIKE RACK - REFER TO SPECS PAINTED DOUBLE YELLOW STRIPE PAINTED DOUBLE YELLOW STRIPE 3 C5.03 3 C5.03 3 C5.03 9 C5..03 4 C5.03 6 C5.03 6 C5.03 2 C5.03 6 C5.03 6 C5.03 19 C5.01 C1.11 FINISHING PLAN SOUTHWEST D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED CONCRETE WALK PROPOSED CONCRETE SLAB PROPOSED LIGHT DUTY ASPHALT PAVEMENT PROPOSED MEDIUM DUTY ASPHALT PAVEMENT PROPOSED HEAVY DUTY ASPHALT PAVEMENT PROPOSED AGLIME PROPOSED ATHLETIC ASPHALT PAVEMENT WITH RESILIENT SURFACING PROPOSED CHAIN LINK FENCING WITH MAINTENANCE STRIP PROPOSED CHAIN LINK FENCING FENCING KEY NOTE PROPOSED TRAFFIC SIGN SIGNAGE KEY NOTE PROPOSED BOLLARD PROPOSED ACCESSIBLE SYMBOL PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED RISER INLET (RI) PROPOSED FLARED END SECTION (FES) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROPOSED FLAGPOLE - REFER TO ARCHITECTURAL PLANS PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPOSED TIP OUT CURB - REFER TO GRADING PLANS PROPERTY LINE LEGEND 6' CLF A 1 C5.01 KEYMAP 1"=400' FEETSCALE 0 HORZ. 30 60 R 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 09/11/2024 Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North NEW ROSEMOUNT MIDDLE SCHOOL Rosemount, Minnesota 55068 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MINNESOTA 55068 232086 09/11/2024 1" = 30' 09/11/24 CITY RESUBMITTAL SET - NOT FOR BID DAR JDO ADDENDUM #1 08/27/2024 A1 ADDENDUM #2 09/06/2024 A2 17 C5.02 16 C5.02 10 C5.03 11 C5.03 12 C5.03 8 C5.04 13 C5.03 11 C5.04 10' HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL 7' HIGH, 6' WIDE DOUBLE SWING GATE WITH LOCKING DEVICE 7' HIGH, 10' WIDE DOUBLE SWING GATE WITH LOCKING DEVICE TENNIS POST AND NET TENNIS STRAP AND NET FENCING KEY NOTES 10' CLF 7'H 6'W 7'H 10'W POST NET STRP NET 1.REFER TO SHEET C3.01,GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.REFER TO SHEET C1.10, FINISHING PLAN OVERALL, FOR FINISHING NOTES. NOTES 13 C5.04 9 C5.04 2 C5.02 3 C5.02 5 C5.02 15 C5.01 7 C5.02 14 C5.04 15 C5.04 16 C5.04 10 C5.02 11 C5.02 15 C5.03 THRU LANE DROP OFF LANE SIMILAR TO R3-8AA (36"x30") VISITOR PARKING SIMILAR TO R7-1 (12"x18") AUTHORIZED VEHICLES ONLY SIMILAR TO R4-X4 (36"x36") STOP R1-1 (30" X 30") R5-1 (30" X 30") SIGNAGE KEY NOTES A B C D E F ONLYONLY R3-8AA (36 X 30) ONLY ONLY R3-8AC (36 X 30) G H I J ONLYONLY R3-8CA (36 X 30) BEGINONEWAY R6-X1 (24 X 30) ONE WAY R6-1L (36 X 12) K L W11-2 (30 X 30) NO PARKING FIRE LANE SIMILAR TO R7-5 (12"x18") 17 C5.04 HEAVY DUTY BITUMINOUS: HOLD DOWN 36" BELOW FINISH GRADE CONCRETE / PATH: HOLD DOWN 9" BELOW FINISH GRADE TOPSOIL HOLD DOWN: HOLD DOWN 6" BELOW FINISH GRADE HOLD DOWN LEGEND - REFER TO 19 / C5.01 FOR HOLD DOWN DEFINITION Page 121 of 349 OH E OH E OH E OH E OH E OH E OHE OH E OH E OHE OH E OH E UG E UGE UGE UGE UGE UG E UG E B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S GRAVEL GRAVE L GRA V E L GRA V E L BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H OH E OH E OHE OHE OHE OHE OHE OH E OH E OHE OHE OHE CO N C R E T E GAS P I P E L I N E E A S E M E N T P E R DOC . N O . 3 5 1 5 2 1 0 15 35 15 35 W (P ) W ( P ) W (P ) W (P ) W (P ) W ( P ) W ( P ) W (P ) UGE 2639.45 25 10 SANITARY EASEMENT PERDOC. NO. 409760 25 10 SANITARY EASEMENT PERDOC. NO. 409760 25 35 25 35 25 35 25 35 25 35 25 35 SANIT A R Y E A S E M E N T P E R DOC. N O . 2 4 0 9 3 7 3 SAN I T A R Y E A S E M E N T P E R DOC . N O . 2 4 0 9 3 7 3 GAS E A S E M E N T P E R DOC . N O . 5 7 8 2 0 0 33 33 GAS E A S E M E N T P E R DOC . N O . 5 7 8 2 0 0 33 33 30 30 30 30 30 30 30 30 ELECTRIC T R A N S M I S S I O N L I N E E A S E M E N T PER DOC. N O . 5 6 7 8 9 4 ELE C T R I C T R A N S M I S S I O N L I N E E A S E M E N T PER D O C . N O . 5 6 7 8 9 4 25 35 93 60 93 60 SA N I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 SAN I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 NORTH NORTHEAST EAST SOUTHEAST SOUTHWEST WEST NORTHWEST MAT C H L I N E MA T C H L I N E MATCHLINE MATCHLINE MATCHLINE MATCHLINE MA T C H L I N E MA T C H L I N E MA T C H L I N E MATCH L I N E MAT C H L I N E MA T C H L I N E ONLYBUS THR U DRO P OFF LAN E THRU DROPOFFLANE THRU DROPOFFLANE DROP OFF DROP OFF NO PARK I N G NO PARK I N G REFER TO ARCHITECTURAL PLANSFOR DIMENSIONS AND LAYOUT PROPOSED BUILDING BUS LOT35 BUS STALLS 44 STANDARD STALLS(2 ACCESSIBLE, 42 REGULAR) MAIN LOT 153 STALLS (6 ACCESSIBLE, 147 REGULAR)36 POSSIBLE FUTURE NO PARKI N G NO PARKING NO PARKING PRACTICE FIELD #1 PRACTICE FIELD #2 PRACTICE FIELD #3 TENNIS COURTS 8-LANE TRACK PRACTICE FIELD #4 LIFT STATION SERVICE LOT 8 STANDARD STALLS(1 ACCESSIBLE, 7 REGULAR) SOFTBALL #1 BASEBALL SOFTBALL #2 POND A INFILTRATION AREA ONLYBUS D S S S S D D D D D S S D S D 6'H5'W 6'CMP CULTIVATED FIELD CULTIVATED FIELD MATCHLINE MA T C H L I N E MATC H L I N E ONLYBUS BUS LOT 35 BUS STALLS 44 STANDARD STALLS (2 ACCESSIBLE, 42 REGULAR) NO PARKIN G POND A INFILTRATION AREA ONLYBUS D 12 C5.03 17 C5.02 9 C5.03 12 C5.03 9 C5.03 17 C5.02 17 C5.02 17 C5.02 9 C5.03 17 C5.02 12 C5.03 12 C5.03 12 C5.03 10 C5.03 2 C5.03 4 C5.03 6 C5.03 2 C5.03 6 C5.03 6 C5.03 4 C5.03 2 C5.03 6 C5.03 2 C5.03 4 C5.03 4" WIDE PAINT STRIPE 3' O.C. AND "NO PARKING" TEXT (TYP) PAINTED ACCESSIBLE SYMBOL (TYP) 4" WIDE PAINT STRIPE (TYP) 9' x 18' STALLS (TYP) 4 C5.03 4 C5.03 C5.03 2 C5.03 8' x 2' CROSS WALK (TYP.) 17' x 40' STALLS 4" WIDE PAINT STRIPE (TYP) 17' x 40' STALLS 4" WIDE PAINT STRIPE (TYP) 8'H CLF 10 C5.04 17 C5.02 7 C5.03 7 C5.03 7 C5.03 7 C5.03 2 C5.03 11 C5.04 12 C5.03 10 C5.03 17 C5.02 2 C5.03 15 C5.04 16 C5.02 16 C5.02 10 C5.03 11 C5.04 10 C5.04 6'H CLF 13 C5.04 13 C5.04C 13 C5.04 F F PAINTED DIRECTIONAL ARROW (TYP.) PAINTED BUS LANE TEXT WITH WORDS "BUS ONLY" (TYP.) PAINTED SINGLE WHITE STRIPE (TYP.) 7 C5.03 7 C5.03 7 C5.03 6' CLF 6'H CLF 6'H CLF 6'H CLF 6'H CLF 17 C5.04 17 C5.04 17 C5.04 17 C5.04 4 C5.03 16 C5.02 3 C5.03 19 C5.01 C1.12 FINISHING PLAN SOUTHEAST D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED CONCRETE WALK PROPOSED CONCRETE SLAB PROPOSED LIGHT DUTY ASPHALT PAVEMENT PROPOSED MEDIUM DUTY ASPHALT PAVEMENT PROPOSED HEAVY DUTY ASPHALT PAVEMENT PROPOSED AGLIME PROPOSED ATHLETIC ASPHALT PAVEMENT WITH RESILIENT SURFACING PROPOSED CHAIN LINK FENCING WITH MAINTENANCE STRIP PROPOSED CHAIN LINK FENCING FENCING KEY NOTE PROPOSED TRAFFIC SIGN SIGNAGE KEY NOTE PROPOSED BOLLARD PROPOSED ACCESSIBLE SYMBOL PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED RISER INLET (RI) PROPOSED FLARED END SECTION (FES) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROPOSED FLAGPOLE - REFER TO ARCHITECTURAL PLANS PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPOSED TIP OUT CURB - REFER TO GRADING PLANS PROPERTY LINE LEGEND 6' CLF A 1 C5.01 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.REFER TO SHEET C1.10, FINISHING PLAN OVERALL, FOR FINISHING NOTES. NOTES 1"=400' KEYMAP FEETSCALE 0 HORZ. 30 60 R 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 09/11/2024 Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North NEW ROSEMOUNT MIDDLE SCHOOL Rosemount, Minnesota 55068 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MINNESOTA 55068 232086 09/11/2024 1" = 30' 09/11/24 CITY RESUBMITTAL SET - NOT FOR BID DAR JDO ADDENDUM #1 08/27/2024 A1 ADDENDUM #2 09/06/2024 A2 17 C5.02 16 C5.02 10 C5.03 11 C5.03 12 C5.03 8 C5.04 13 C5.03 11 C5.04 13 C5.04 9 C5.04 2 C5.02 3 C5.02 5 C5.02 15 C5.01 7 C5.02 14 C5.04 15 C5.04 16 C5.04 10 C5.02 11 C5.02 15 C5.03 17 C5.04 HEAVY DUTY BITUMINOUS: HOLD DOWN 36" BELOW FINISH GRADE CONCRETE / PATH: HOLD DOWN 9" BELOW FINISH GRADE TOPSOIL HOLD DOWN: HOLD DOWN 6" BELOW FINISH GRADE HOLD DOWN LEGEND - REFER TO 19 / C5.01 FOR HOLD DOWN DEFINITION Page 122 of 349 OH E OH E OH E OH E OH E OH E OHE OH E OH E OHE OH E OH E UG E UGE UGE UGE UGE UG E UG E B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S GRAVEL GRAVE L GRA V E L GRA V E L BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H OH E OH E OHE OHE OHE OHE OHE OH E OH E OHE OHE OHE CO N C R E T E GAS P I P E L I N E E A S E M E N T P E R DOC . N O . 3 5 1 5 2 1 0 15 35 15 35 W (P ) W ( P ) W (P ) W (P ) W (P ) W ( P ) W ( P ) W (P ) UGE 2639.45 25 10 SANITARY EASEMENT PERDOC. NO. 409760 25 10 SANITARY EASEMENT PERDOC. NO. 409760 25 35 25 35 25 35 25 35 25 35 25 35 SANIT A R Y E A S E M E N T P E R DOC. N O . 2 4 0 9 3 7 3 SAN I T A R Y E A S E M E N T P E R DOC . N O . 2 4 0 9 3 7 3 GAS E A S E M E N T P E R DOC . N O . 5 7 8 2 0 0 33 33 GAS E A S E M E N T P E R DOC . N O . 5 7 8 2 0 0 33 33 30 30 30 30 30 30 30 30 ELECTRIC T R A N S M I S S I O N L I N E E A S E M E N T PER DOC. N O . 5 6 7 8 9 4 ELE C T R I C T R A N S M I S S I O N L I N E E A S E M E N T PER D O C . N O . 5 6 7 8 9 4 25 35 93 60 93 60 SA N I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 SAN I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 NORTH NORTHEAST EAST SOUTHEAST SOUTHWEST WEST NORTHWEST MAT C H L I N E MA T C H L I N E MATCHLINE MATCHLINE MATCHLINE MATCHLINE MA T C H L I N E MA T C H L I N E MA T C H L I N E MATCH L I N E MATC H L I N E MAT C H L I N E ONLYBUS THR U DRO P OFF LAN E THRU DROPOFFLANE THRU DROPOFFLANE DROP OFF DROP OFF NO PARK I N G NO PARK I N G NO PARKI N G NO PARKING NO PARKING ONLYBUS D S S S S D D D D D S S D S D 6'H5'W 6'CMP OH E OH E OH E OH E OH E OH E UGE UGE B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BI T U M I N O U S P A T H BI T U M I N O U S P A T H OHE CO N C R E T E GA S P I P E L I N E E A S E M E N T P E R DO C . N O . 3 5 1 5 2 1 0 15 35 15 35 W ( P ) W ( P ) W ( P ) UG E 25 35 GA S E A S E M E N T P E R DO C . N O . 5 7 8 2 0 0 33 33 3 0 25 35 93 60 SA N I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 MATCHLINE MATCHLINE MA T C H L I N E THRU DROP OFFLANE DROP OFF DROP OFF NO PAR K I N G NO PAR K I N G REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS AND LAYOUT PROPOSED BUILDING MAIN LOT 153 STALLS (6 ACCESSIBLE, 147 REGULAR) 36 POSSIBLE FUTURE NO PAR K I N G NO PARKIN G SERVICE LOT 8 STANDARD STALLS (1 ACCESSIBLE, 7 REGULAR) S S D D D 9' 17 C5.02 9 C5.03 9 C5.03 17 C5.02 17 C5.02 13 C5.04 13 C5.04 12 C5.03 12 C5.03 12 C5.03 10 C5.03 10 C5.03 10 C5.03 10 C5.03 12 C5.03 12 C5.03 12 C5.03 12 C5.03 12 C5.03 11 C5.03 11 C5.03 9 C5.03 17 C5.02 17 C5.02 17 C5.02 10 C5.03 4 C5.04 2 C5.04 11 C5.04 10 C5.04 15 C5.02 6 C5.03 2 C5.03 2 C5.03 2 C5.03 2 C5.03 4 C5.03 4 C5.03 6 C5.03 4 C5.03 2 C5.03 2 C5.03 4 C5.03 6 C5.03 4 C5.03 6 C5.03 2 C5.03 2 C5.03 2 C5.03 2 C5.03 4 C5.03 2 C5.03 4" WIDE PAINT STRIPE (TYP) 9' x 20' STALLS (TYP) 4" WIDE PAINT STRIPE 3' O.C. AND "NO PARKING" TEXT (TYP) PAINTED ACCESSIBLE SYMBOL (TYP) 4" WIDE PAINT STRIPE 3' O.C. AND "NO PARKING" TEXT (TYP) PAINTED ACCESSIBLE SYMBOL (TYP) 4" WIDE PAINT STRIPE (TYP) 9' x 18' STALLS (TYP) 17 C5.02 17 C5.02 2 C5.03 17 C5.02 8'H CLF 8'H CLF 8'H CLF 16 C5.04 15 C5.04 15 C5.04 12 C5.03 10 C5.03 10 C5.03 10 C5.03 13 C5.04 13 C5.04 14 C5.04 L B D D13 C5.04F E 13 C5.04 H 13 C5.04 G A PAINTED DROP OFF LANE TEXT WITH WORDS "DROP OFF" (TYP.) PAINTED THRU LANE TEXT WITH WORDS "THRU LANE" (TYP.) PAINTED SINGLE WHITE STRIPE PAINTED SINGLE WHITE STRIP (TYP.) PAINTED SINGLE WHITE STRIPE (TYP.) PAINTED DIRECTIONAL ARROW (TYP.) PAINTED DIRECTIONAL ARROW (TYP.) 2' x 8' CROSSWALK (TYP.) 7 C5.03 7 C5.03 4 C5.03 2 C5.03 8 C5.03 17 C5.02 16 C5.02 4' OPENING 4' OPENING 11 C5.04 10 C5.045 C5.03 TWO SIGNS ONE POST 16 C5.03 13 C5.04 I4 C5.03 13 C5.04I 9 C5.04 PAINTED DOUBLE YELLOW STRIPE 6'H 5'W 6' CMP 17 C5.02 18 C5.04 16 C5.02 5 C5.03 3 C5.03 2 C5.03 3 C5.03 3 C5.03 3 C5.03 9 C5..03 2 C5.03 6 C5.03 15 C5.02 C1.13 FINISHING PLAN WEST FEETSCALE 0 HORZ. 30 60 R D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED CONCRETE WALK PROPOSED CONCRETE SLAB PROPOSED LIGHT DUTY ASPHALT PAVEMENT PROPOSED MEDIUM DUTY ASPHALT PAVEMENT PROPOSED HEAVY DUTY ASPHALT PAVEMENT PROPOSED AGLIME PROPOSED ATHLETIC ASPHALT PAVEMENT WITH RESILIENT SURFACING PROPOSED CHAIN LINK FENCING WITH MAINTENANCE STRIP FENCING KEY NOTE PROPOSED TRAFFIC SIGN SIGNAGE KEY NOTE PROPOSED BOLLARD PROPOSED ACCESSIBLE SYMBOL PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED RISER INLET (RI) PROPOSED FLARED END SECTION (FES) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROPOSED FLAGPOLE - REFER TO ARCHITECTURAL PLANS PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPOSED TIP OUT CURB - REFER TO GRADING PLANS PROPERTY LINE SAWCUT LEGEND 6' CLF A 1 C5.01 KEYMAP 1"=400' 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.REFER TO SHEET C1.10, FINISHING PLAN OVERALL, FOR FINISHING NOTES. 3.REFER TO SHEET C1.11 FOR SIGNAGE KEY NOTES. NOTES 10' HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL 6' HIGH COMPOSITE FENCE WITH TOP AND BOTTOM RAIL 6' HIGH 5' WIDE SINGLE SWING GATE WITH LOCKING DEVICE 7' HIGH 6' WIDE SINGLE SWING GATE WITH LOCKING DEVICE 7' HIGH 10' WIDE DOUBLE SWING GATE WITH LOCKING DEVICE FENCING KEY NOTES 10' CLF 7'H 6'W 7'H 10'W 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 09/11/2024 Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North NEW ROSEMOUNT MIDDLE SCHOOL Rosemount, Minnesota 55068 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MINNESOTA 55068 232086 09/11/2024 1" = 30' 09/11/24 CITY RESUBMITTAL SET - NOT FOR BID DAR JDO ADDENDUM #1 08/27/2024 A1 ADDENDUM #2 09/06/2024 A2 17 C5.02 16 C5.02 10 C5.03 11 C5.03 12 C5.03 8 C5.04 13 C5.03 11 C5.04 13 C5.04 9 C5.04 2 C5.02 3 C5.02 5 C5.02 15 C5.01 7 C5.02 14 C5.04 15 C5.04 16 C5.04 10 C5.02 11 C5.02 15 C5.03 12 C5.04 12 C5.04 6'H 5'W 6' CMP Page 123 of 349 OHE OH E OH E OH E OH E OH E OH E OH E OH E OH E OHE OH E UG E UGE UGE UGE UGE UG E UG E B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S GRAVEL GRAVEL GRAV E L GRA V E L BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H OH E OH E OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E CON C R E T E GAS P I P E L I N E E A S E M E N T P E R DOC . N O . 3 5 1 5 2 1 0 15 35 15 35 W ( P ) W (P ) W (P ) W ( P ) W (P ) W ( P ) W ( P ) W (P ) UG E 2639.45 25 10 SANITARY EASEMENT PERDOC. NO. 409760 25 10 SANITARY EASEMENT PERDOC. NO. 409760 25 35 25 35 25 35 25 35 25 35 25 3 5 SANITA R Y E A S E M E N T P E R DOC. N O . 2 4 0 9 3 7 3 SAN I T A R Y E A S E M E N T P E R DOC . N O . 2 4 0 9 3 7 3 GAS E A S E M E N T P E R DOC . N O . 5 7 8 2 0 0 33 33 GAS E A S E M E N T P E R DOC . N O . 5 7 8 2 0 0 33 33 30 30 30 30 30 30 30 30 ELECTRIC T R A N S M I S S I O N L I N E E A S E M E N T PER DOC . N O . 5 6 7 8 9 4 ELEC T R I C T R A N S M I S S I O N L I N E E A S E M E N T PER D O C . N O . 5 6 7 8 9 4 25 35 93 60 93 60 SAN I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 SA N I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 NORTH NORTHEAST EAST SOUTHEAST SOUTHWEST WEST NORTHWEST MAT C H L I N E MAT C H L I N E MATCHLINE MATCHLINE MATCHLINE MATCHLINE MA T C H L I N E MA T C H L I N E MA T C H L I N E MATCH L I N E MAT C H L I N E MA T C H L I N E ONLYBUS THR U DRO P OFF LAN E THRU DROPOFFLANE THRU DROPOFFLANE DROP OFF DROP OFF NO PARKI N G NO PARKI N G REFER TO ARCHITECTURAL PLANSFOR DIMENSIONS AND LAYOUT PROPOSED BUILDING BUS LOT 35 BUS STALLS 44 STANDARD STALLS(2 ACCESSIBLE, 42 REGULAR) MAIN LOT153 STALLS (6 ACCESSIBLE, 147 REGULAR)36 POSSIBLE FUTURE NO PARK I N G NO PARKING NO PARKING PRACTICE FIELD #1 PRACTICE FIELD #2 PRACTICE FIELD #3 TENNIS COURTS 8-LANE TRACK PRACTICE FIELD #4 LIFT STATION SERVICE LOT 8 STANDARD STALLS(1 ACCESSIBLE, 7 REGULAR) SOFTBALL #1 BASEBALL SOFTBALL #2 POND A INFILTRATION AREA ONLYBUS D S S S S D D D D D S S D S D 6'H5'W 6'CMP MA T C H L I N E MATCHLINE MATCHLINE MA T C H L I N E MATC H L I N E MA T C H L I N E BUS LOT 35 BUS STALLS PRACTICE FIELD #1 8-LANE TRACK PRACTICE FIELD #4 BASEBALL 12 C5.03 9 C5.03 17 C5.02 17 C5.02 17 C5.02 12 C5.03 12 C5.03 10 C5.03 10 C5.03 11 C5.04 11 C5.04 10 C5.04 5 C5.04 10 C5.03 10 C5.04 15 C5.02 4 C5.03 6 C5.03 2 C5.03 6 C5.03 6 C5.03 4 C5.03 4 C5.03 4 C5.03 4 C5.03 17' x 40' STALLS 4" WIDE PAINT STRIPE (TYP) 8'H CLF 8'H CLF 8'H CLF 8'H CLF 8'H CLF 10 C5.04 10 C5.04 11 C5.04 17 C5.02 8 C5.04 15-A C5.03 15-A C5.03 15-A C5.03 15-A C5.03 8'H CLF 1 C5.03 1 C5.03 1 C5.03 1 C5.03 7 C5.04 7 C5.04 7 C5.03 7 C5.03 7 C5.03 2 C5.03 10 C5.03 10 C5,04 11 C5.04 11 C5.04 12 C5.03 10 C5.03 16 C5.02 16 C5.02 10 C5.03 11 C5.04 10 C5.04 11 C5.04 10 C5.04 6'H CLF 6'H CLF 7 C5.03 7 C5.03 4' OPENING 12 C5.03 6'H CLF 17 C5.04 16 C5.02 3 C5.03 15 C5.02 15 C5.02 15 C5.02 C1.14 FINISHING PLAN EAST FEETSCALE 0 HORZ. 30 60 R D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED CONCRETE WALK PROPOSED CONCRETE SLAB PROPOSED LIGHT DUTY ASPHALT PAVEMENT PROPOSED MEDIUM DUTY ASPHALT PAVEMENT PROPOSED HEAVY DUTY ASPHALT PAVEMENT PROPOSED AGLIME PROPOSED ATHLETIC ASPHALT PAVEMENT WITH RESILIENT SURFACING PROPOSED CHAIN LINK FENCING WITH MAINTENANCE STRIP PROPOSED CHAIN LINK FENCING FENCING KEY NOTE PROPOSED TRAFFIC SIGN SIGNAGE KEY NOTE PROPOSED BOLLARD PROPOSED ACCESSIBLE SYMBOL PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED RISER INLET (RI) PROPOSED FLARED END SECTION (FES) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROPOSED FLAGPOLE - REFER TO ARCHITECTURAL PLANS PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPERTY LINE LEGEND A 1 C5.01 1"=400' KEYMAP 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.REFER TO SHEET C1.10, FINISHING PLAN OVERALL, FOR FINISHING NOTES. NOTES 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 09/11/2024 Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North NEW ROSEMOUNT MIDDLE SCHOOL Rosemount, Minnesota 55068 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MINNESOTA 55068 232086 09/11/2024 1" = 30' 09/11/24 CITY RESUBMITTAL SET - NOT FOR BID DAR JDO ADDENDUM #1 08/27/2024 A1 ADDENDUM #2 09/06/2024 A2 17 C5.02 16 C5.02 10 C5.03 11 C5.03 12 C5.03 8 C5.04 13 C5.03 11 C5.04 6' HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL 8' HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL FENCING KEY NOTES 6'H CLF 8'H CLF 13 C5.04 9 C5.04 2 C5.02 3 C5.02 5 C5.02 15 C5.01 7 C5.02 15 C5.03 14 C5.04 15 C5.04 16 C5.04 10 C5.02 11 C5.02 17 C5.04 Page 124 of 349 OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OHE UG E UGE UGE UGE UGE UG E UG E OH E OHE OHE OHE OHE OHE OHE OH E OH E OHE OH E OHE GAS P I P E L I N E E A S E M E N T P E R DOC . N O . 3 5 1 5 2 1 0 15 35 15 35 W (P ) W ( P ) W ( P ) W (P ) W ( P ) W (P ) W (P ) W ( P ) UGE 2639.45 25 10 SANITARY EASEMENT PERDOC. NO. 409760 25 10 SANITARY EASEMENT PERDOC. NO. 409760 2 5 35 25 35 25 35 25 35 25 35 25 35 SANIT A R Y E A S E M E N T P E R DOC. N O . 2 4 0 9 3 7 3 SAN I T A R Y E A S E M E N T P E R DOC. N O . 2 4 0 9 3 7 3 GAS E A S E M E N T P E R DOC . N O . 5 7 8 2 0 0 33 33 GAS E A S E M E N T P E R DOC . N O . 5 7 8 2 0 0 33 33 30 30 30 30 30 30 30 30 ELECTRIC T R A N S M I S S I O N L I N E E A S E M E N T PER DOC. N O . 5 6 7 8 9 4 ELEC T R I C T R A N S M I S S I O N L I N E E A S E M E N T PER D O C . N O . 5 6 7 8 9 4 25 35 93 60 93 60 SA N I T A R Y E A S E M E N T P E R DOC . N O . 2 4 0 9 3 7 3 SAN I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 NORTH NORTHEAST EAST SOUTHEAST SOUTHWEST WEST NORTHWEST MAT C H L I N E MA T C H L I N E MATCHLINE MATCHLINE MATCHLINE MATCHLINE MA T C H L I N E MA T C H L I N E MA T C H L I N E MATCH L I N E MAT C H L I N E MAT C H L I N E ONLYBUS TH R U DRO POFF LA N E THRU DROPOFFLANE THRU DROPOFFLANE DROP OFF DROP OFF NO PARK I N G NO PARK I N G REFER TO ARCHITECTURAL PLANSFOR DIMENSIONS AND LAYOUT 35 BUS STALLS 44 STANDARD STALLS (2 ACCESSIBLE, 42 REGULAR) 153 STALLS (6 ACCESSIBLE, 147 REGULAR)36 POSSIBLE FUTURE NO PARKI N G NO PARKING NO PARKING 8 STANDARD STALLS(1 ACCESSIBLE, 7 REGULAR) ONLYBUS D S S S S D D D D D S S D S D 6'H5'W 6'CMP UG E UG E B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S GRAVEL GRAV E L GR A V E L OH E OH E OHE OHE OHE OH E OH E OH E OH E OH E 15 35 W ( P ) 25 10 SANITARY EASEMENT PER DOC. NO. 409760 2 5 3 5 25 35 25 35 2 5 3 5 SAN I T A R Y E A S E M E N T P E R DOC . N O . 2 4 0 9 3 7 3 GA S E A S E M E N T P E R DO C . N O . 5 7 8 2 0 0 33 33 3 0 3 0 3 0 3 0 30 3 0 ELECT R I C T R A N S M I S S I O N L I N E E A S E M E N T PER D O C . N O . 5 6 7 8 9 4 MA T C H L I N E MATCHLINE MA T C H L I N E BASEBALL 10 C5.03 10 C5.03 10 C5.03 10 C5.03 10 C5.03 4 C5.04 11 C5.04 10 C5.04 5 C5.04 8 C5.04 8'H CLF 8'H 12 C5.03 12 C5.03 10 C5.03 10 C5.03 4' OPENING 16 C5.03 13 C5.04I C1.15 FINISHING PLAN NORTHWEST FEETSCALE 0 HORZ. 30 60 R D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED CONCRETE WALK PROPOSED CONCRETE SLAB PROPOSED LIGHT DUTY ASPHALT PAVEMENT PROPOSED MEDIUM DUTY ASPHALT PAVEMENT PROPOSED HEAVY DUTY ASPHALT PAVEMENT PROPOSED AGLIME PROPOSED ATHLETIC ASPHALT PAVEMENT WITH RESILIENT SURFACING PROPOSED CHAIN LINK FENCING WITH MAINTENANCE STRIP FENCING KEY NOTE PROPOSED TRAFFIC SIGN SIGNAGE KEY NOTE PROPOSED BOLLARD PROPOSED ACCESSIBLE SYMBOL PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED RISER INLET (RI) PROPOSED FLARED END SECTION (FES) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROPOSED FLAGPOLE - REFER TO ARCHITECTURAL PLANS PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPERTY LINE LEGEND A 1 C5.01 1"=400' KEYMAP 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.REFER TO SHEET C1.10, FINISHING PLAN OVERALL, FOR FINISHING NOTES. NOTES 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 09/11/2024 Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North NEW ROSEMOUNT MIDDLE SCHOOL Rosemount, Minnesota 55068 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MINNESOTA 55068 232086 09/11/2024 1" = 30' 09/11/24 CITY RESUBMITTAL SET - NOT FOR BID DAR JDO ADDENDUM #1 08/27/2024 A1 ADDENDUM #2 09/06/2024 A2 17 C5.02 16 C5.02 10 C5.03 11 C5.03 12 C5.03 8 C5.04 13 C5.03 11 C5.04 8' HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL FENCING KEY NOTES 8'H CLF 13 C5.04 9 C5.04 2 C5.02 3 C5.02 5 C5.02 15 C5.01 7 C5.02 14 C5.04 15 C5.04 16 C5.04 10 C5.02 11 C5.02 15 C5.03 Page 125 of 349 OHE OHE OHE OHE OHE OHE OH E OHE OHE OH E OH E OH E UG E UGE UGE UGE UGE UG E UG E OH E OH E OHE OHE OHE OHE OHE OHE OHE OH E OHE OHE GAS P I P E L I N E E A S E M E N T P E R DOC. N O . 3 5 1 5 2 1 0 15 35 15 35 W ( P ) W (P ) W ( P ) W ( P ) W ( P ) W (P ) W (P ) W ( P ) UGE 2639.45 25 10 SANITARY EASEMENT PERDOC. NO. 409760 25 10 SANITARY EASEMENT PERDOC. NO. 409760 25 35 25 35 25 35 25 35 25 35 25 35 SANIT A R Y E A S E M E N T P E R DOC. N O . 2 4 0 9 3 7 3 SAN I T A R Y E A S E M E N T P E R DOC . N O . 2 4 0 9 3 7 3 GAS E A S E M E N T P E R DOC. N O . 5 7 8 2 0 0 33 33 GAS E A S E M E N T P E R DOC. N O . 5 7 8 2 0 0 33 33 30 30 30 30 30 30 30 30 ELECTRIC T R A N S M I S S I O N L I N E E A S E M E N T PER DOC . N O . 5 6 7 8 9 4 ELEC T R I C T R A N S M I S S I O N L I N E E A S E M E N T PER D O C . N O . 5 6 7 8 9 4 25 35 93 60 93 60 SAN I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 SA N I T A R Y E A S E M E N T P E R DOC . N O . 2 4 0 9 3 7 3 NORTH NORTHEAST EAST SOUTHEAST SOUTHWEST WEST NORTHWEST MAT C H L I N E MAT C H L I N E MATCHLINE MATCHLINE MATCHLINE MATCHLINE MA T C H L I N E MA T C H L I N E MA T C H L I N E MATCH L I N E MAT C H L I N E MAT C H L I N E ONLYBUS THR U DR O POFF LAN E THRU DROPOFFLANE THRU DROPOFFLANE DROP OFF DROP OFF NO PARKIN G NO PARKIN G REFER TO ARCHITECTURAL PLANSFOR DIMENSIONS AND LAYOUT 35 BUS STALLS 44 STANDARD STALLS(2 ACCESSIBLE, 42 REGULAR) 153 STALLS (6 ACCESSIBLE, 147 REGULAR)36 POSSIBLE FUTURE NO PARK I N G NO PARKING NO PARKING 8 STANDARD STALLS(1 ACCESSIBLE, 7 REGULAR) ONLYBUS D S S S S D D D D D S S D S D 6'H5'W 6'CMP 25 10 SANITARY EASEMENT PER DOC. NO. 409760 2 5 3 5 MA T C H L I N E MA T C H L I N E MA T C H L I N E MA T C H L I N E BASEBALL 12 C5.03 10 C5.03 11 C5.04 11 C5.04 10 C5.04 5 C5.04 10 C5.03 10 C5.03 4 C5.04 4 C5.04 11 C5.04 10 C5.04 2 C5.04 11 C5.04 10 C5.04 10 C5.04 11 C5.04 5 C5.04 10 C5.04 15 C5.02 8'H CLF 8'H CLF 8 C5.04 8'H CLF 8'H CLF 8'H CLF 8'H CLF 8'H CLF 10 C5.03 4' OPENING 4' OPENING 11 C5.04 10 C5.04 15 C5.02 C1.16 FINISHING PLAN NORTH FEETSCALE 0 HORZ. 30 60 R D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED CONCRETE WALK PROPOSED CONCRETE SLAB PROPOSED LIGHT DUTY ASPHALT PAVEMENT PROPOSED MEDIUM DUTY ASPHALT PAVEMENT PROPOSED HEAVY DUTY ASPHALT PAVEMENT PROPOSED AGLIME PROPOSED ATHLETIC ASPHALT PAVEMENT WITH RESILIENT SURFACING PROPOSED CHAIN LINK FENCING WITH MAINTENANCE STRIP FENCING KEY NOTE PROPOSED TRAFFIC SIGN SIGNAGE KEY NOTE PROPOSED BOLLARD PROPOSED ACCESSIBLE SYMBOL PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED RISER INLET (RI) PROPOSED FLARED END SECTION (FES) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROPOSED FLAGPOLE - REFER TO ARCHITECTURAL PLANS PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPERTY LINE LEGEND A 1 C5.01 KEYMAP 1"=400' 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.REFER TO SHEET C1.10, FINISHING PLAN OVERALL, FOR FINISHING NOTES. NOTES 8' HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL FENCING KEY NOTES 8'H CLF 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 09/11/2024 Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North NEW ROSEMOUNT MIDDLE SCHOOL Rosemount, Minnesota 55068 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MINNESOTA 55068 232086 09/11/2024 1" = 30' 09/11/24 CITY RESUBMITTAL SET - NOT FOR BID DAR JDO ADDENDUM #1 08/27/2024 A1 ADDENDUM #2 09/06/2024 A2 17 C5.02 16 C5.02 10 C5.03 11 C5.03 12 C5.03 8 C5.04 13 C5.03 11 C5.04 13 C5.04 9 C5.04 2 C5.02 3 C5.02 5 C5.02 15 C5.01 7 C5.02 14 C5.04 15 C5.04 16 C5.04 10 C5.02 11 C5.02 15 C5.03 Page 126 of 349 OHE OH E OH E OH E OH E OH E OH E OH E OH E OH E OHE OH E UG E UGE UGE UGE UGE UG E UG E B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S GRAVEL GRAVEL GRAV E L GRA V E L BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H OH E OH E OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E CON C R E T E GAS P I P E L I N E E A S E M E N T P E R DOC . N O . 3 5 1 5 2 1 0 15 35 15 35 W ( P ) W (P ) W (P ) W ( P ) W (P ) W ( P ) W ( P ) W (P ) UG E 2639.45 25 10 SANITARY EASEMENT PERDOC. NO. 409760 25 10 SANITARY EASEMENT PERDOC. NO. 409760 25 35 25 35 25 35 25 35 25 35 25 3 5 SANITA R Y E A S E M E N T P E R DOC. N O . 2 4 0 9 3 7 3 SAN I T A R Y E A S E M E N T P E R DOC . N O . 2 4 0 9 3 7 3 GAS E A S E M E N T P E R DOC . N O . 5 7 8 2 0 0 33 33 GAS E A S E M E N T P E R DOC . N O . 5 7 8 2 0 0 33 33 30 30 30 30 30 30 30 30 ELECTRIC T R A N S M I S S I O N L I N E E A S E M E N T PER DOC . N O . 5 6 7 8 9 4 ELEC T R I C T R A N S M I S S I O N L I N E E A S E M E N T PER D O C . N O . 5 6 7 8 9 4 25 35 93 60 93 60 SAN I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 SA N I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 NORTH NORTHEAST EAST SOUTHEAST SOUTHWEST WEST NORTHWEST MAT C H L I N E MAT C H L I N E MATCHLINE MATCHLINE MATCHLINE MATCHLINE MA T C H L I N E MA T C H L I N E MA T C H L I N E MATCH L I N E MAT C H L I N E MA T C H L I N E ONLYBUS THR U DRO POFF LAN E THRU DROPOFFLANE THRU DROPOFFLANE DROP OFF DROP OFF NO PARKI N G NO PARKI N G REFER TO ARCHITECTURAL PLANSFOR DIMENSIONS AND LAYOUT 35 BUS STALLS 44 STANDARD STALLS(2 ACCESSIBLE, 42 REGULAR) 153 STALLS (6 ACCESSIBLE, 147 REGULAR)36 POSSIBLE FUTURE NO PARK I N G NO PARKING NO PARKING 8 STANDARD STALLS(1 ACCESSIBLE, 7 REGULAR) ONLYBUS D S S S S D D D D D S S D S D 6'H5'W 6'CMP OH E OH E 2639.45 25 10 SANITARY EASEMENT PER DOC. NO. 409760 35 SA N I T A R Y E A S E M E N T P E R DO C . N O . 2 4 0 9 3 7 3 ELE C T R I C T R A N S M I S S I O N L I N E E A S E M E N T PE R D O C . N O . 5 6 7 8 9 4 MA T C H L I N E MATCHLINE MA T C H L I N E MA T C H L I N E PRACTICE FIELD #2 PRACTICE FIELD #3 SOFTBALL #1 BASEBALL SOFTBALL #2 11 C5.04 10 C5.04 6'H CLF 6'H CLF 11 C5.04 10 C5.04 D 10 C5.03 3 C5.04 11 C5.04 10 C5.04 10 C5.03 11 C5.04 10 C5.04 4 C5.04 4 C5.03 4 C5.04 3 C5.04 11 C5.04 10 C5.04 11 C5.04 10 C5.04 10 C5.03 4 C5.04 10 C5.04 11 C5.04 5 C5.04 15 C5.02 6 C5.04 6 C5.04 6 C5.04 8 C5.04 8 C5.04 8'H CLF 8'H CLF 8'H CLF 8'H CLF 8'H CLF 8'H CLF 8'H CLF 8'H CLF 6 C5.04 4' OPENING 4' OPENING 4' OPENING 4' OPENING 8'H CLF C1.17 FINISHING PLAN NORTHEAST FEETSCALE 0 HORZ. 30 60 R D REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED CONCRETE WALK PROPOSED CONCRETE SLAB PROPOSED LIGHT DUTY ASPHALT PAVEMENT PROPOSED MEDIUM DUTY ASPHALT PAVEMENT PROPOSED HEAVY DUTY ASPHALT PAVEMENT PROPOSED AGLIME PROPOSED ATHLETIC ASPHALT PAVEMENT WITH RESILIENT SURFACING PROPOSED CHAIN LINK FENCING WITH MAINTENANCE STRIP FENCING KEY NOTE PROPOSED TRAFFIC SIGN SIGNAGE KEY NOTE PROPOSED BOLLARD PROPOSED ACCESSIBLE SYMBOL PROPOSED MANHOLE (MH) PROPOSED CATCH BASIN (CB) PROPOSED RISER INLET (RI) PROPOSED FLARED END SECTION (FES) PROPOSED HYDRANT (HYD) PROPOSED GATE VALVE (GV) PROPOSED FLAGPOLE - REFER TO ARCHITECTURAL PLANS PROPOSED BUILDING STOOP - REFER TO ARCHITECTURAL PLANS PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPERTY LINE LEGEND A 1 C5.01 1"=400' KEYMAP 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.REFER TO SHEET C1.10, FINISHING PLAN OVERALL, FOR FINISHING NOTES. NOTES 4' HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL 8' HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL 10' HIGH CHAIN LINK FENCE WITH TOP AND BOTTOM RAIL FENCING KEY NOTES 4'H CLF 8'H CLF 10'H CLF 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DAVID A. REY 40180 09/11/2024 Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North NEW ROSEMOUNT MIDDLE SCHOOL Rosemount, Minnesota 55068 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MINNESOTA 55068 232086 09/11/2024 1" = 30' 09/11/24 CITY RESUBMITTAL SET - NOT FOR BID DAR JDO ADDENDUM #1 08/27/2024 A1 ADDENDUM #2 09/06/2024 A2 17 C5.02 16 C5.02 10 C5.03 11 C5.03 12 C5.03 8 C5.04 13 C5.03 11 C5.04 13 C5.04 9 C5.04 2 C5.02 3 C5.02 5 C5.02 15 C5.01 7 C5.02 14 C5.04 15 C5.04 16 C5.04 10 C5.02 11 C5.02 15 C5.03 Page 127 of 349 D S S S S D D D D D S S D S D PROPOSED BUILDING BUS LOT MAIN LOT PRACTICE FIELD #1 PRACTICE FIELD #2 PRACTICE FIELD #3 TENNIS COURTS 8-LANE TRACK PRACTICE FIELD #4 LIFT STATION SERVICE LOT SOFTBALL #1 BASEBALL SOFTBALL #2 POND A INFILTRATION AREA FO L FO L FO L FO L FO L FO L FO L FO L FO L FO L F O L FOL FOL FOL FOL FO L FO L FO L OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E UG E UGE UGE UGE UGE UG E UG E GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S GRAVEL GRAV E L GR A V E L GRA V E L BI T U M I N O U S P A T H BI T U M I N O U S P A T H BI T U M I N O U S P A T H BI T U M I N O U S P A T H OH E OH E OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E CO N C R E T E UG C ( P ) UG C ( P ) UG C ( P ) RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N UG C ( P ) UG C ( P ) UG C ( P ) UG C W ( P ) W ( P ) W ( P ) W ( P ) W ( P ) W ( P ) W ( P ) W ( P ) UG E UG C ( P ) G A S 2639.45 NORTH NORTHEAST EAST SOUTHEAST SOUTHWEST WEST NORTHWEST MA T C H L I N E MA T C H L I N E MATCHLINE MATCHLINE MATCHLINE MATCHLINE MA T C H L I N E MA T C H L I N E MA T C H L I N E MATCH L I N E MA T C H L I N E MA T C H L I N E L1.01 LANDSCAPING PLAN OVERALL FEETSCALE 0 HORZ. 100 200 R 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.REFER TO SHEET L1.07, LANDSCAPE PLAN NORTH, FOR PLANT SCHEDULE. 3.REFER TO SWPPP NARRATIVE, SHEET C2.12, FOR CONSTRUCTION SEQUENCING AND EROSION CONTROL REQUIREMENTS. 4.LANDSCAPE ARCHITECT MUST INSPECT AND APPROVE FINE GRADING BEFORE CONTRACTOR PROCEEDS WITH SODDING OR SEEDING. 5.ALL DISTURBED AREAS OUTSIDE THE BUILDING PAD, WHICH ARE NOT DESIGNATED TO BE PAVED OR RECEIVE AGLIME, SHALL RECEIVE AT LEAST 6” OF TOPSOIL AND SHALL BE SODDED OR SEEDED. ALL AREAS NOT DESIGNATED FOR SOD OR A SPECIFIC SEED MIX, WHICH ARE DISTURBED BY CONSTRUCTION, SHALL BE SEEDED WITH SEED MIX #1. 6.FAILURE OF TURF DEVELOPMENT: IN THE EVENT THE CONTRACTOR FAILS TO PROVIDE AN ACCEPTABLE TURF, RE-SOD OR RE-SEED ALL APPLICABLE AREAS, AT NO ADDITIONAL COST TO THE OWNER, TO THE SATISFACTION OF THE ENGINEER OR LANDSCAPE ARCHITECT. 7.BEGIN TURF ESTABLISHMENT IMMEDIATELY AFTER SODDING OR SEEDING. REFER TO SPECIFICATION FOR PROCEDURE. 8.ALL TREES SHALL BE BALLED AND BURLAPPED. 9.ALL TREES AND SHRUBS SHALL RECEIVE 4" DEPTH OF WOOD MULCH, UNLESS OTHERWISE SPECIFIED. 10.ALL PLANT MATERIALS SHALL BE NO. 1 QUALITY, NURSERY GROWN AND SPECIMENS MUST BE MATCHED. 11.ALL DECIDUOUS TREES ALONG DRIVES OR WITHIN PARKING LOTS SHALL BEGIN BRANCHING NO LOWER THAN 6'. NOTES 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North NEW ROSEMOUNT MIDDLE SCHOOL Rosemount, Minnesota 55068 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MINNESOTA 55068 232086 09/11/2024 09/11/24 CITY RESUBMITTAL SET - NOT FOR BID DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LAURA J. DETZLER 53753 09/11/2024 LJD LJD ADDENDUM #1 08/27/2024 A1 ADDENDUM #2 09/06/2024 A2 1"=100' REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED SOD LIMITS PROPOSED SEED MIX #1 PROPOSED SEED MIX #2 PROPOSED NATIVE SEEDING #1 PROPOSED NATIVE SEEDING #2 PROPOSED NATIVE SEEDING #3 PROPOSED MULCH BED PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPERTY LINE LEGEND 1 C5.03 Page 128 of 349 D S S S >>>>>>>>>>>>>>>> >> >> > > > > > > > > > > > > >> > > > > > > >> >> >> >> >> > > > > > > > > > > >> >>>> >> >>>>>>>>>>>> >> >> >> >> >> >> >> >> >> > > >> > > > > D >> >> >> >> >> D > > > > > > > > > > > > S S > >> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> >> >> >> >> >> >> >> >> >> > > > > > > > > > > >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> > > > > S >> >>>>>> >>>>>>>> > > > > > > > > > > >> >> > > > > >> > > > > > > > > > > > > > > D >> >> >> >> I I I I I I I I I I I I I ML - ( 1 ) TENNIS COURTS LIFT STATION FO L FO L FO L FO L FO L OH E OH E OH E OH E OH E OH E UG E UGE UGE B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BI T U M I N O U S P A T H BI T U M I N O U S P A T H UG C ( P ) RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N UG C ( P ) UG C ( P ) W ( P ) W ( P ) W ( P ) UG E G A S SOD SOD (3) QUEL (1) TIAB (3) TIAB (2) PIPU (2) PIPO (1) PIPU (1) PIPU NATIVE SEED MIX #3 (2) PIPO(1) PIRE(2) ACFS (2) ACSP (3) PIAB (1) POTR (3) GYDE (3) PIMT (2) ULAS (3) QURU (1) QUMA (2) PISY (2) ULAV (2) QUAL (1) QUMA (4) PINI (1) QUBI (2) CEOC (2) PIAB (2) TIMH (1) QUBI (2) OSVI (2) TIMH (1) OSVI (1) TIMH (2) GYDU (2) ULAS (3) GYDU (2) ULAV (3) ACRN (3) ULAS (3) CCGI (1) QURU (1) PIRE (2) OSVI NATIVE SEED MIX #2 NATIVE SEED MIX #2 SOD (10) CG 5 C5.05 (10) SX (18) CL (5) SH (14) SH (18) CEMATCHLINE MA T C H L I N E (12) SD (3) TSCA (3) PIBA (2) PIBA (4) ABBA (2) PODS (2) PIBA (3) PIBA (3) ACSP (3) GIBP (3) PIBA D S S S S D D D D D S S D S D ML - ( 1 ) ML - ( 1 ) FO L FO L FO L FO L FO L FO L FO L FO L FOL FO L FO L FOL FOL FOL FOL FOL FO L FO L OHE OHE OHE OHE OHE OHE OH E OHE OHE OH E OH E OH E UG E UGE UGE UGE UGE UG E UG E GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S GAS GAS B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S GRAVEL GRAVEL GRA V E L GRAV E L BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H OH E OH E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE CO N C R E T E UG C ( P ) UG C ( P ) UG C ( P ) RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N UGC ( P ) UG C ( P ) UG C ( P ) UG C W ( P ) W (P ) W ( P ) W ( P ) W ( P ) W (P ) W (P ) W ( P ) UGE UG C ( P ) GA S 2639.45 NORTH NORTHEAST EAST SOUTHEAST SOUTHWEST WEST NORTHWEST MAT C H L I N E MAT C H L I N E MATCHLINE MATCHLINE MATCHLINE MATCHLINE MA T C H L I N E MA T C H L I N E MA T C H L I N E MATCH L I N E MAT C H L I N E MAT C H L I N E L1.02 LANDSCAPING PLAN SOUTHWEST KEYMAP 1"=400'FEETSCALE 0 HORZ. 30 60 R REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED SOD LIMITS PROPOSED SEED MIX #1 PROPOSED SEED MIX #2 PROPOSED NATIVE SEEDING #1 PROPOSED NATIVE SEEDING #2 PROPOSED NATIVE SEEDING #3 PROPOSED MULCH BED PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPERTY LINE LEGEND 1 C5.03 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.REFER TO SHEET L1.01, LANDSCAPING PLAN OVERALL, FOR LANDSCAPING NOTES. 3.REFER TO SHEET L1.07, LANDSCAPE PLAN NORTH, FOR PLANT SCHEDULE. NOTES 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North NEW ROSEMOUNT MIDDLE SCHOOL Rosemount, Minnesota 55068 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MINNESOTA 55068 232086 09/11/2024 1" = 30' 09/11/24 CITY RESUBMITTAL SET - NOT FOR BID DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LAURA J. DETZLER 53753 09/11/2024 LJD LJD ADDENDUM #1 08/27/2024 A1 ADDENDUM #2 09/06/2024 A2 Page 129 of 349 D >>>>>>>> >> > > > > > > > > > > > > >> >> >> >> >> >> >> > > > > > > > > > > > > >> >> >> >> >> >> >> >> >> >> >> >> >>>>>> > > > > > > > > > > > > > > >> >> >> > > > > > > > > > > > > > > > > > > > > > > >> >> >> >> >> >> >> >> >> >> >> >> >> >> > > > > >> >> >> >> >>>> >> >> >>>> >> >> >> >>>> >> > > > > >> > > >>>> >> >> >> >> I I I I I I I >> >> >> BUS LOT POND A INFILTRATION AREA SOD SOD (3) ACRN (3) POTR (2) BENI (2) CEOC (3) QUBI (3) ACFA (1) QUMA (3) SAPC (3) CCGI (3) CEOC (3) ACSJ (3) PODS (3) SAPC (3) PICE (2) PISY (2) PICE (4) PIME (3) BENI (3) PISY (3) GYDU (3) PIRE (2) AEAM (3) ACFA (2) PISY (3) PODS (3) BENI (1) TIAR (2) CASP (2) PIPO (1) PIPO(2) TIMH SOD SOD NATIVE SEED MIX #2 SOD SEED MIX #2 (8) CG (10) CG 5 C5.05 5 C5.05 (7) AME NATIVE SEED MIX #1 (4) JB (10) SX (18) CL (5) SH (14) SH (18) CE (58) SX MATCHLINE MA T C H L I N E MATC H L I N E (12) SD (3) TSCA (3) JUVI (1) BEPO (2) TICG (3) JUVI (2) SAPC (3) TSCA(2) BEPO (3) JUVI D S S S S D D D D D S S D S D ML - ( 1 ) ML - ( 1 ) PROPOSED BUILDING BUS LOT MAIN LOT PRACTICE FIELD #1 PRACTICE FIELD #2 PRACTICE FIELD #3 TENNIS COURTS 8-LANE TRACK PRACTICE FIELD #4 LIFT STATION SERVICE LOT SOFTBALL #1 BASEBALL SOFTBALL #2 POND A INFILTRATION AREA FO L FO L FO L FO L FO L FO L FO L FO L FOL FO L FO L FOL FOL FOL FOL FOL FO L FO L OHE OHE OHE OHE OHE OHE OH E OHE OHE OH E OH E OH E UG E UGE UGE UGE UGE UG E UG E B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S GRAVEL GRAVEL GRA V E L GRAV E L BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H OH E OH E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE CO N C R E T E UG C ( P ) UG C ( P ) UG C ( P ) RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N UGC ( P ) UG C ( P ) UG C ( P ) UG C W ( P ) W (P ) W ( P ) W ( P ) W ( P ) W (P ) W (P ) W ( P ) UGE UG C ( P ) 2639.45 NORTH NORTHEAST EAST SOUTHEAST SOUTHWEST WEST NORTHWEST MAT C H L I N E MAT C H L I N E MATCHLINE MATCHLINE MATCHLINE MATCHLINE MA T C H L I N E MA T C H L I N E MA T C H L I N E MATCH L I N E MAT C H L I N E MAT C H L I N E L1.03 LANDSCAPING PLAN SOUTHEAST1"=400' KEYMAP FEETSCALE 0 HORZ. 30 60 RNOTES 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North NEW ROSEMOUNT MIDDLE SCHOOL Rosemount, Minnesota 55068 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MINNESOTA 55068 232086 09/11/2024 1" = 30' 09/11/24 CITY RESUBMITTAL SET - NOT FOR BID DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LAURA J. DETZLER 53753 09/11/2024 LJD LJD ADDENDUM #1 08/27/2024 A1 ADDENDUM #2 09/06/2024 A2 REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED SOD LIMITS PROPOSED SEED MIX #1 PROPOSED SEED MIX #2 PROPOSED NATIVE SEEDING #1 PROPOSED NATIVE SEEDING #2 PROPOSED NATIVE SEEDING #3 PROPOSED MULCH BED PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPERTY LINE LEGEND 1 C5.03 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.REFER TO SHEET L1.01, LANDSCAPING PLAN OVERALL, FOR LANDSCAPING NOTES. 3.REFER TO SHEET L1.07, LANDSCAPE PLAN NORTH, FOR PLANT SCHEDULE. Page 130 of 349 S S >> > > > > > > > > > > > > >> >> >> >> >> >> >> >> >> > > > > > > > > > > > > > > > > > > > > > > > > > >> >> D >> >> >> >> >> >> >> >> >>>>>>>>>> > > > > > > > > D >> >> >> >> >> >> >> >> >> >> > > > > > > >> >> >> >> >> > > >> >> >> >> >> >> > > > > > > > > > > > > > > > > > > >> > > >> >> > > > > > > > > > > >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> D > > > > > > > > >> > > > > > > >>>> > > > > >> >> > > > > >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> > > > > > > > > > > > > > > I I II I I I I I I I I IIII I I I I I I I I I I > > >> >>>>>>>>>> >> >> >> > > > > > > > > > > > > > > > > PROPOSED BUILDING MAIN LOT SERVICE LOT FO L FO L FO L FO L F O L F O L OH E OH E OH E OH E OH E OH E UGE UGE GA S GA S GA S GA S GA S GA S GA S GA S GA S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BI T U M I N O U S P A T H BI T U M I N O U S P A T H OHE CO N C R E T E RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N UG C ( P ) UG C W ( P ) W ( P ) W ( P ) UG E UG C ( P ) SOD NATIVE SEED MIX #3 NATIVE SEED MIX #3 NATIVE SEED MIX #3 SOD SOD SOD SOD (2) PIPO (1) PIPU (1) PIPU NATIVE SEED MIX #3 (2) PIPO(1) PIRE(2) ACFS (2) ACSP (3) PIAB (1) POTR (3) GYDE (1) ACSP (1) QURU (1) PIRE (2) OSVI (2) PICH (3) PIMT (2) PICH (1) QURU (2) OSVI (2) PIMT (1) OSVI (1) PIMT (1) QURU (4) THOC (2) TICG (3) AGAB (2) PIGL (2) PICH (3) AGAB (2) GTIS (3) ACFB(1) GTIS (2) PIGL (3) THOC (1) PICH (2) ACRN (1) ACRN (2) TIAB (1) ACRN (1) QUMA (3) BEPO (2) QUAL (1) POTR (3) PIRE (1) POTR (2) ULAS (1) QUAL (3) PIAB (2) PICH (2) ULCA (1) GTII (2) GYDE (1) ULCA (2) GTII (2) PIGL (1) TIAB (1) CEOC (1) CEOC (3) CCGI (2) GIBA (1) QUAL NATIVE SEED MIX #2 (2) QUEL (3) ACFJ NO TREES PLANTED WITHIN EASEMENTS (3) GIBA (1) ACRF (2) GYDE (3) GTIS (2) ACRF (1) GTIS (3) GIBP (2) PINI (7) TT (3) CS (7) CS (2) CG (5) CG (6) CS (50) RG (6) RG (8) RG (8) RG 5 C5.05 5 C5.05 (7) CG (3) PAC (6) BA (42) CL (9) SH (10) CE (8) CE (8) CE (8) CE (8) CE (51) SL (25) DL (59) SV (14) SH (19) SH (23) SC (23) SC NATIVE SEED MIX #3 MATCHLINE MATCHLINE MA T C H L I N E (7) TT 6 C5.05 (32) RU (17) SH (3) AT (6) EP (3) AT (2) AT (12) SH (7) DL (29) LG (21) SH (26) GT (16) EP (35) GT (11) LG (2) AT (5) AS (6) AS (3) AT (5) EP NOTE: REFER TO L1.07, LANDSCAPING PLAN NORTH, FOR ADDITIONAL NOTES ON APPROXIMATELY 1,000 SF OF MATRIX PLANTED AREA (20) DL (16) SL (3) GIBP (4) GTII (2) GIBP (4) ABFR (1) GIBP (3) ABBA (3) ABBA D S S S S D D D D D S S D S D ML - ( 1 ) ML - ( 1 ) FO L FO L FO L FOL FO L FO L FO L FOL FO L FO L FO L FOL FOL FOL FOL FO L FOL FOL OHE OH E OH E OH E OH E OH E OH E OH E OH E OH E OHE OH E UG E UGE UGE UGE UGE UG E UG E GA S GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S GRAVEL GRAVEL GRAV E L GRA V E L BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H OH E OH E OHE OHE OHE OHE OH E OHE OHE OHE OHE OH E CON C R E T E UGC ( P ) UG C ( P ) UG C ( P ) RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N UG C ( P ) UG C ( P ) UG C ( P ) UG C W ( P ) W (P ) W (P ) W ( P ) W (P ) W ( P ) W ( P ) W (P ) UG E UG C ( P ) GA S 2639.45 NORTH NORTHEAST EAST SOUTHEAST SOUTHWEST WEST NORTHWEST MAT C H L I N E MAT C H L I N E MATCHLINE MATCHLINE MATCHLINE MATCHLINE MA T C H L I N E MA T C H L I N E MA T C H L I N E MATCH L I N E MAT C H L I N E MA T C H L I N E L1.04 LANDSCAPING PLAN WEST FEETSCALE 0 HORZ. 30 60 R KEYMAP 1"=400' NOTES 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North NEW ROSEMOUNT MIDDLE SCHOOL Rosemount, Minnesota 55068 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MINNESOTA 55068 232086 09/11/2024 1" = 30' 09/11/24 CITY RESUBMITTAL SET - NOT FOR BID DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LAURA J. DETZLER 53753 09/11/2024 LJD LJD ADDENDUM #1 08/27/2024 A1 ADDENDUM #2 09/06/2024 A2 REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED SOD LIMITS PROPOSED SEED MIX #1 PROPOSED SEED MIX #2 PROPOSED NATIVE SEEDING #1 PROPOSED NATIVE SEEDING #2 PROPOSED NATIVE SEEDING #3 PROPOSED MULCH BED PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPERTY LINE LEGEND 1 C5.03 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.REFER TO SHEET L1.01, LANDSCAPING PLAN OVERALL, FOR LANDSCAPING NOTES. 3.REFER TO SHEET L1.07, LANDSCAPE PLAN NORTH, FOR PLANT SCHEDULE. Page 131 of 349 > > > > >> >> >> >> >>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> > > > > > > > > > > > > > > > > >> >> > > > > > > > > > > >> >> >> >> >> >> >> >>>>>> > > > > > > >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>>>> >> >> >> >>>> >>>> >> >> >>>> >> >> >> >> >> > > > > > > > > > > >> >> >> >> >> >> >> >> >> >> > > > > > > > > > > > > > > >>>>>> > > > > > > > > > > > > > > > > >> >> >> >> >> >> > > >>>> > > > > > > > > > > > > > > >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> I I I I I I I I I I >> ML - ( 1 ) BUS LOT PRACTICE FIELD #1 8-LANE TRACK PRACTICE FIELD #4 BASEBALL SOD SOD SOD (3) PODS (3) PICE (2) PISY (2) PICE (4) PIME (3) BENI (3) PISY (3) GYDU (3) PIRE (2) AEAM (3) ACFA (2) PISY (3) ACFB (2) ULJP (2) GTII (1) ULJP (1) QUMA (2) CEOC (2) ACFJ (1) TIAR (2) CASP (1) TIAR (2) POTR (2) PIPO (3) CASP (2) POTR (1) PIPO (1) POTR (1) PIPO (2) PIRE (2) PIPO (3) PISY (2) AEAM (2) TIAR (3) PICE (3) OSVI (1) PICE (3) ACFA (3) PIPO (3) CASP (2) PICE (2) TIAM (2) QURU (2) QUMA (2) PIPU (2) TIMH (2) PIGL SEED MIX #2 SEED MIX #1 SOD NATIVE SEED MIX #2 SOD SEED MIX #2 SEED MIX #1 5 C5.05 (4) JB (10) SX (18) CL (5) SH (14) SH (18) CE (58) SX SEED MIX #2 MA T C H L I N E MATCHLINE MATCHLINE MA T C H L I N E MATC H L I N E MA T C H L I N E (3) TSCA (3) JUVI (1) BEPO (2) TICG (3) JUVI (2) SAPC (3) TSCA(2) BEPO (3) JUVI (3) JUVI (3) TICG (2) TICG (1) TICG (3) TSCA (2) TICG (2) ABBA (2) ULAV D S S S S D D D D D S S D S D ML - ( 1 ) ML - ( 1 ) FO L FO L FO L FO L FO L FO L FO L FO L FOL FO L FO L FOL FOL FOL FOL FOL FO L OH E OH E OHE OH E OH E OH E OH E OH E OH E OH E OH E UG E UGE UGE UGE UGE UG E UGE B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S GRAVEL GRAVEL GRA V E L BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H OHE OHE OHE OHE OHE OHE OHE OH E OHE OH E OH E OHE CO N C R E T E UG C ( P ) UGC ( P ) UGC ( P ) UG C ( P ) UG C ( P ) UG C W (P ) W ( P ) W (P ) W ( P ) W (P ) W (P ) W ( P ) UGE UG C ( P ) 2639.45 NORTH NORTHEAST EAST SOUTHEAST SOUTHWEST WEST NORTHWEST MAT C H L I N E MA T C H L I N E MATCHLINE MATCHLINE MATCHLINE MATCHLINE MA T C H L I N E MA T C H L I N E MA T C H L I N E MATCH L I N E MAT C H L I N E MAT C H L I N E L1.05 LANDSCAPING PLAN EAST FEETSCALE 0 HORZ. 30 60 R 1"=400' KEYMAP NOTES 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North NEW ROSEMOUNT MIDDLE SCHOOL Rosemount, Minnesota 55068 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MINNESOTA 55068 232086 09/11/2024 1" = 30' 09/11/24 CITY RESUBMITTAL SET - NOT FOR BID DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LAURA J. DETZLER 53753 09/11/2024 LJD LJD ADDENDUM #1 08/27/2024 A1 ADDENDUM #2 09/06/2024 A2 REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED SOD LIMITS PROPOSED SEED MIX #1 PROPOSED SEED MIX #2 PROPOSED NATIVE SEEDING #1 PROPOSED NATIVE SEEDING #2 PROPOSED NATIVE SEEDING #3 PROPOSED MULCH BED PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPERTY LINE LEGEND 1 C5.03 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.REFER TO SHEET L1.01, LANDSCAPING PLAN OVERALL, FOR LANDSCAPING NOTES. 3.REFER TO SHEET L1.07, LANDSCAPE PLAN NORTH, FOR PLANT SCHEDULE. Page 132 of 349 D S S S S D D D D D S S D S D ML - ( 1 ) ML - ( 1 ) FO L FO L FO L FO L FOL FO L FO L FO L FOL FO L FO L FOL FOL FOL FOL FOL FOL FO L OHE OHE OHE OHE OHE OHE OH E OHE OHE OH E OH E OH E UG E UGE UGE UGE UGE UG E UGE OH E OH E OHE OHE OHE OHE OHE OHE OHE OH E OHE OHE UG C ( P ) UG C ( P ) UG C ( P ) RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N UG C ( P ) UG C ( P ) UG C ( P ) UG C W ( P ) W (P ) W ( P ) W ( P ) W ( P ) W (P ) W (P ) W ( P ) UGE UG C ( P ) 2639.45 NORTH NORTHEAST EAST SOUTHEAST SOUTHWEST WEST NORTHWEST MAT C H L I N E MAT C H L I N E MATCHLINE MATCHLINE MATCHLINE MATCHLINE MA T C H L I N E MA T C H L I N E MA T C H L I N E MATCH L I N E MAT C H L I N E MAT C H L I N E >> >> >> >> >> >> >> >> > > > > > > > > >> >> >> >> > > > > > > > > > > >> >> >> >> >>>> > > >>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >>>>>>>>>> BASEBALL F O L FOL FOL FOL FOL FO L FO L UG E UG E GA S GA S GA S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S GRAVEL GRAV E L GR A V E L OH E OH E OHE OHE OHE OH E OH E OH E OH E OH E UG C ( P ) W ( P ) (1) ACRN (1) QUAL (3) ULCA (2) QUAL (2) ACFS (1) PIGL (2) BEPL (2) ULJP (2) PICH (1) PIGL (3) ACSB (3) THOC (2) GYDU (2) ULJP (2) ACFS (2) PIMT (1) PIMT (2) ACSB (3) TIAM (1) ACSBNATIVE SEED MIX #2 NATIVE SEED MIX #2 NO TREES PLANTED WITHIN EASEMENTS (5) AME (3) CS (9) AME MA T C H L I N E MATCHLINE MA T C H L I N E L1.06 LANDSCAPING PLAN NORTHWEST FEETSCALE 0 HORZ. 30 60 R 1"=400' KEYMAP NOTES 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North NEW ROSEMOUNT MIDDLE SCHOOL Rosemount, Minnesota 55068 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MINNESOTA 55068 232086 09/11/2024 1" = 30' 09/11/24 CITY RESUBMITTAL SET - NOT FOR BID DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LAURA J. DETZLER 53753 09/11/2024 LJD LJD ADDENDUM #1 08/27/2024 A1 ADDENDUM #2 09/06/2024 A2 REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED SOD LIMITS PROPOSED SEED MIX #1 PROPOSED SEED MIX #2 PROPOSED NATIVE SEEDING #1 PROPOSED NATIVE SEEDING #2 PROPOSED NATIVE SEEDING #3 PROPOSED MULCH BED PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPERTY LINE LEGEND 1 C5.03 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.REFER TO SHEET L1.01, LANDSCAPING PLAN OVERALL, FOR LANDSCAPING NOTES. 3.REFER TO SHEET L1.07, LANDSCAPE PLAN NORTH, FOR PLANT SCHEDULE. Page 133 of 349 > > > > > > > > > > > > >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> > > > > > > > > > > > > > > > > > > >> >> >> >> >>>> > > > > > > >> >> >> >> >> >> >> >> >>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> II I BASEBALL SOD (3) ACFB(1) GTIS (2) PIGL (1) ACRN (2) ULJP (2) GTII (1) ULJP (1) PIGL (3) ACSB (3) THOC (2) GYDU (2) PIGL (3) PIAB (2) PIGL SEED MIX #1 (9) AME MA T C H L I N E MA T C H L I N E MA T C H L I N E MA T C H L I N E D S S S S D D D D D S S D S D ML - ( 1 ) ML - ( 1 ) FO L FO L FO L FO L FO L FO L FO L FO L FOL FO L FO L FOL FOL FOL FOL FOL FO L FO L OHE OHE OHE OHE OHE OHE OH E OHE OHE OH E OH E OH E UG E UGE UGE UGE UGE UG E UG E OH E OH E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE UG C ( P ) UG C ( P ) UG C ( P ) RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N UGC ( P ) UG C ( P ) UG C ( P ) UG C W ( P ) W (P ) W ( P ) W ( P ) W ( P ) W (P ) W (P ) W ( P ) UGE UG C ( P ) 2639.45 NORTH NORTHEAST EAST SOUTHEAST SOUTHWEST WEST NORTHWEST MAT C H L I N E MAT C H L I N E MATCHLINE MATCHLINE MATCHLINE MATCHLINE MA T C H L I N E MA T C H L I N E MA T C H L I N E MATCH L I N E MAT C H L I N E MAT C H L I N E L1.07 LANDSCAPING PLAN NORTH FEETSCALE 0 HORZ. 30 60 R KEYMAP 1"=400' 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.REFER TO SHEET L1.01, LANDSCAPING PLAN OVERALL, FOR LANDSCAPING NOTES. NOTES 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North NEW ROSEMOUNT MIDDLE SCHOOL Rosemount, Minnesota 55068 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MINNESOTA 55068 232086 09/11/2024 1" = 30' 09/11/24 CITY RESUBMITTAL SET - NOT FOR BID DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LAURA J. DETZLER 53753 09/11/2024 LJD LJD ADDENDUM #1 08/27/2024 A1 ADDENDUM #2 09/06/2024 A2 REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED SOD LIMITS PROPOSED SEED MIX #1 PROPOSED SEED MIX #2 PROPOSED NATIVE SEEDING #1 PROPOSED NATIVE SEEDING #2 PROPOSED NATIVE SEEDING #3 PROPOSED MULCH BED PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPERTY LINE LEGEND 1 C5.03 CODE QTY BOTANICAL NAME COMMON NAME CALIPER HEIGHT CONTAINER TREES ACRF 3 ACER RUBRUM 'FRANKSRED'RED SUNSET® MAPLE 2.5" CAL.B&B ACRN 7 ACER RUBRUM 'NORTHWOOD'NORTHWOOD RED MAPLE 2.5" CAL.B&B ACSB 6 ACER SACCHARUM 'BAILSTA'FALL FIESTA® SUGAR MAPLE 2.5" CAL.B&B ACSJ 5 ACER SACCHARUM 'JEFCAN'UNITY® SUGAR MAPLE 2.5" CAL.B&B ACSP 6 ACER SACCHARUM 'PNI 0285'GREEN MOUNTAIN® SUGAR MAPLE 2.5" CAL.B&B ACFA 9 ACER X FREEMANII 'AF#1'FIREFALL™ FREEMAN MAPLE 2.5" CAL.B&B ACFB 5 ACER X FREEMANII 'BAILSTON'MATADOR™ FREEMAN MAPLE 2.5" CAL.B&B ACFJ 5 ACER X FREEMANII 'JEFFERSRED'AUTUMN BLAZE® FREEMAN MAPLE 2.5" CAL.B&B ACFS 8 ACER X FREEMANII 'SIENNA'SIENNA GLEN® MAPLE 2.5" CAL.B&B AEAM 4 AESCULUS X ARNOLDIANA 'AUTUMN SPLENDOR'AUTUMN SPLENDOR ARNOLD BUCKEYE 2.5" CAL.B&B BENI 8 BETULA NIGRA RIVER BIRCH 2.5" CAL.B&B BEPL 5 BETULA PLATYPHYLLA 'JEFPARK'PARKLAND PILLAR® ASIAN WHITE BIRCH 2.5" CAL.B&B BEPO 8 BETULA POPULIFOLIA 'WHITESPIRE'WHITESPIRE BIRCH 2.5" CAL.B&B CASP 8 CATALPA SPECIOSA NORTHERN CATALPA 2" CAL.B&B CEOC 11 CELTIS OCCIDENTALIS COMMON HACKBERRY 2.5" CAL.B&B GIBA 5 GINKGO BILOBA 'AUTUMN GOLD'AUTUMN GOLD MAIDENHAIR TREE 2.5" CAL.B&B GIBP 12 GINKGO BILOBA 'THE PRESIDENT'PRESIDENTIAL GOLD® MAIDENHAIR TREE 2.5" CAL.B&B GTII 9 GLEDITSIA TRIACANTHOS INERMIS 'IMPCOLE'IMPERIAL® HONEY LOCUST 2.5" CAL.B&B GTIS 10 GLEDITSIA TRIACANTHOS INERMIS 'SKYCOLE'SKYLINE® HONEY LOCUST 2.5" CAL.B&B GYDE 10 GYMNOCLADUS DIOICA 'ESPRESSO'KENTUCKY COFFEETREE 2.5" CAL.B&B GYDU 12 GYMNOCLADUS DIOICA 'UMNSYNERGY'TRUE NORTH™ KENTUCKY COFFEETREE 2.5" CAL.B&B OSVI 13 OSTRYA VIRGINIANA AMERICAN HOPHORNBEAM 2.5" CAL.B&B PODS 10 POPULUS DELTOIDES 'SIOUXLAND'EASTERN COTTONWOOD SIOUXLAND 2.5" CAL.B&B POTR 11 POPULUS TREMULOIDES QUAKING ASPEN 2.5" CAL.B&B QUAL 8 QUERCUS ALBA WHITE OAK 2.5" CAL.B&B QUBI 5 QUERCUS BICOLOR SWAMP WHITE OAK 2.5" CAL.B&B QUEL 5 QUERCUS ELLIPSOIDALIS NORTHERN PIN OAK 2.5" CAL.B&B QUMA 7 QUERCUS MACROCARPA BURR OAK 2.5" CAL.B&B QURU 11 QUERCUS RUBRA RED OAK 2.5" CAL.B&B SAPC 8 SALIX X 'PRAIRIE CASCADE'PRAIRIE CASCADE WILLOW 2.5" CAL.B&B TIAB 7 TILIA AMERICANA 'BOULEVARD'BOULEVARD AMERICAN LINDEN 2.5" CAL.B&B TIAM 11 TILIA AMERICANA 'MCKSENTRY'AMERICAN SENTRY® LINDEN 2.5" CAL.B&B TIAR 10 TILIA AMERICANA 'REDMOND'REDMOND AMERICAN LINDEN 2.5" CAL.B&B TICG 15 TILIA CORDATA 'GREENSPIRE'GREENSPIRE LITTLELEAF LINDEN 2.5" CAL.B&B TIMH 7 TILIA MONGOLICA 'HARVEST GOLD'HARVEST GOLD LINDEN 2.5" CAL.B&B ULAP 4 ULMUS AMERICANA 'PRINCETON'PRINCETON ELM 2.5" CAL.B&B ULAS 9 ULMUS AMERICANA 'ST. CROIX'FIRST EDITIONS® ST CROIX™ AMERICAN ELM 2.5" CAL.B&B ULAV 8 ULMUS AMERICANA 'VALLEY FORGE'VALLEY FORGE AMERICAN ELM 2.5" CAL.B&B ULJP 7 ULMUS JAPONICA X PUMILA 'NEW HORIZON'NEW HORIZON ELM 2.5" CAL.B&B ULCA 10 ULMUS X 'CATHEDRAL'CATHEDRAL ELM 2.5" CAL.B&B ORNAMENTAL TREES AGAB 6 AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE'AUTUMN BRILLIANCE APPLE SERVICEBERRY 1.5" CAL.B&B CCGI 6 CRATAEGUS CRUS-GALLI INERMIS THORNLESS COCKSPUR HAWTHORN 1.5" CAL.B&B CONIFERS ABBA 12 ABIES BALSAMEA BALSAM FIR 6` HT.B&B ABFR 12 ABIES FRASERI FRASER FIR 6` HT.B&B JUVI 12 JUNIPERUS VIRGINIANA EASTERN REDCEDAR 6` HT.B&B PIAB 11 PICEA ABIES NORWAY SPRUCE 6` HT.B&B PIGL 14 PICEA GLAUCA WHITE SPRUCE 6` HT.B&B PIME 12 PICEA MEYERI MEYER SPRUCE 6` HT.B&B PIPU 12 PICEA PUNGENS COLORADO SPRUCE 6` HT.B&B PIBA 13 PINUS BANKSIANA JACK PINE 6` HT.B&B PICE 11 PINUS CEMBRA SWISS STONE PINE 6` HT.B&B PICH 11 PINUS CEMBRA 'HERMAN'PRAIRIE STATESMAN® SWISS STONE PINE 6` HT.B&B PIMT 12 PINUS MUGO 'TANNENBAUM'TANNENBAUM MUGO PINE 6` HT.B&B PINI 13 PINUS NIGRA AUSTRIAN PINE 6` HT.B&B PIPO 19 PINUS PONDEROSA PONDEROSA PINE 6` HT.B&B PIRE 14 PINUS RESINOSA NORWAY PINE 6` HT.B&B PISY 18 PINUS SYLVESTRIS SCOTCH PINE 6` HT.B&B THOC 13 THUJA OCCIDENTALIS AMERICAN ARBORVITAE 6` HT.B&B TSCA 12 TSUGA CANADENSIS EASTERN HEMLOCK 6` HT.B&B CODE QTY BOTANICAL NAME COMMON NAME SPREAD HEIGHT CONTAINER SHRUBS AME 24 ARONIA MELANOCARPA ELATA GLOSSY BLACK CHOKEBERRY N.A.#5 CONT. CG 32 CORNUS RACEMOSA GRAY DOGWOOD N.A.#5 CONT. CS 22 CORNUS SERICEA 'CARDINAL'CARDINAL RED TWIG DOGWOOD N.A.#5 CONT. DL 52 DIERVILLA LONICERA BUSH HONEYSUCKLE N.A.#5 CONT. RG 72 RHUS AROMATICA 'GRO-LOW'GRO-LOW FRAGRANT SUMAC N.A.#5 CONT. SV 59 SORBARIA SORBIFOLIA 'LEVGREEN'MATCHA BALL® FALSE SPIRAEA N.A.#5 CONT. CONIFEROUS SHRUBS JB 4 JUNIPERUS SABINA 'BROADMOOR'BROADMOOR JUNIPER N.A.#5 CONT. PAC 3 PICEA ABIES 'CUPRESSINA'CUPRESSINA NORWAY SPRUCE N.A.6' HT.B&B TT 14 THUJA OCCIDENTALIS 'TECHNY'TECHNY ARBORVITAE N.A.6' HT.B&B PERENNIALS / ORNAMENTAL GRASSES AT 13 ASCLEPIAS TUBEROSA BUTTERFLY MILKWEED N.A.#1 CONT. AS 11 ASTER SERICEUS SILKY ASTER N.A.4" CONT. BA 6 BAPTISIA AUSTRALIS BLUE WILD INDIGO N.A.#1 CONT. CE 60 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'KARL FOERSTER GRASS N.A.#1 CONT. CL 60 COREOPSIS LANCEOLATA LANCELEAF TICKSEED N.A.4" CONT. EP 27 ECHINACEA PURPUREA PURPLE CONEFLOWER N.A.#1 CONT. GT 61 GEUM TRIFLORUM PRAIRIE SMOKE N.A.4" CONT. LG 40 LIATRIS PYCNOSTACHYA PRAIRIE GAYFEATHER N.A.4" CONT. RU 32 RUDBECKIA X 'AMERICAN GOLD RUSH'AMERICAN GOLD RUSH CONEFLOWER N.A.#1 CONT. SC 46 SALVIA NEMOROSA 'CARADONNA'CARDONNA MEADOW SAGE N.A.#1 CONT. SL 67 SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM N.A.#1 CONT. SD 12 SEDUM X 'DAZZLEBERRY'DAZZELBERRY STONECROP N.A.#1 CONT. SX 68 SEDUM X 'NIGHT EMBERS'NIGHT EMBERS SEDUM N.A.#1 CONT. SH 111 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED N.A.#1 CONT. PLANT SCHEDULE SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SPREAD CONTAINER SPACING GROUND COVERS BG 1,044 BOUTELOUA GRACILIS BLUE GRAMA GRASS N.A.PLUGS 12" o.c. MATRIX PLANTING SCHEDULE NOTES FOR MATRIX PLANTING AREA: -QUANTITY OF PLUGS APPROXIMATE FOR ABOUT 1,000 SF AREA -PLANT IN 1.5" DEPTH OF MULCH AT 12" O.C. (ALL OTHER SHRUB AND PERENNIAL AREAS OUTSIDE THESE LIMITS SHALL FOLLOW DETAILS ON SHEET C5.05, DETAILS) -PLANT ADDITIONAL PERENNIALS AS SHOWN ON L1.04, LANDSCAPING PLAN WEST, WITHIN THE 12"x12" GRID OF GRASS PLUGS 4 C5.05 4 C5.05 3 C5.05 1 C5.05 1 C5.05 2 C5.05 Page 134 of 349 >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>> >>>> >> >> >>>> >> >> >> >> > > >> >> >> >> > > > > > > > > > > >> >> >> >> >> >> >> >> >> D >> >> >> > > > > > > > > >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>> >> >> >> > > > > >> >> >> >> >> >> >> >> >> >> >>>>>>>>>>>>>>>> >> >> >> >> >> >> >> >> > > >> >> >>>>>> >> >> >> >> > > > > > > > > >> >> >>>>>>>>>>>>>>>>>>>> >> >> >> >> PRACTICE FIELD #2 PRACTICE FIELD #3 SOFTBALL #1 BASEBALL SOFTBALL #2 OH E OH E 2639.45 SEED MIX #1 (2) QURU (2) PIPU (2) PIGL (3) PIAB (2) PIGL (3) PIME (3) THOC (2) ULCA (2) ACFB (1) TIAM (2) ULCA (3) PIME (1) TIAM (3) PINI (2) ULAP (2) PIGL (2) ULAP (2) GYDU (3) TIAR (3) BEPL (2) PIME(2) OSVI (3) PISY (3) PISY (3) TICG (1) ACFS (4) PIPU (2) QURU (1) ACFS (2) ACSJ (3) PINI (3) TIAM (2) PIPU (1) PINI (3) PIPO (1) PODS (1) PODS (2) TIAR (3) PIPO(1) TIAR (4) PIRE (1) QURU (1) TIAM NATIVE SEED MIX #2 NATIVE SEED MIX #2 SEED MIX #1 SEED MIX #2 SEED MIX #2 SEED MIX #2 (3) CS (3) AME (5) AME (3) CS MA T C H L I N E MATCHLINE MA T C H L I N E MA T C H L I N E (3) GTIS (4) ABFR (3) GYDE (2) BEPO (4) ABFR (2) ULAV (2) ULAV D S S S S D D D D D S S D S D ML - ( 1 ) ML - ( 1 ) FOL FO L FO L FOL FO L FO L FO L FOL FO L FO L FO L FOL FOL FOL FOL FO L FOL FOL OHE OH E OH E OH E OH E OH E OH E OH E OH E OH E OHE OH E UG E UGE UGE UGE UGE UG E UG E B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S GRAVEL GRAVEL GRAV E L GRA V E L BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H OH E OH E OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E CON C R E T E UGC ( P ) UG C ( P ) UG C ( P ) RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N UG C ( P ) UG C ( P ) UG C ( P ) UG C W ( P ) W (P ) W (P ) W ( P ) W (P ) W ( P ) W ( P ) W (P ) UG E UG C ( P ) 2639.45 NORTH NORTHEAST EAST SOUTHEAST SOUTHWEST WEST NORTHWEST MAT C H L I N E MAT C H L I N E MATCHLINE MATCHLINE MATCHLINE MATCHLINE MA T C H L I N E MA T C H L I N E MA T C H L I N E MATCH L I N E MAT C H L I N E MA T C H L I N E L1.08 LANDSCAPING PLAN NORTHEAST FEETSCALE 0 HORZ. 30 60 R 1"=400' KEYMAP NOTES 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North NEW ROSEMOUNT MIDDLE SCHOOL Rosemount, Minnesota 55068 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MINNESOTA 55068 232086 09/11/2024 1" = 30' 09/11/24 CITY RESUBMITTAL SET - NOT FOR BID DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. LAURA J. DETZLER 53753 09/11/2024 LJD LJD ADDENDUM #1 08/27/2024 A1 ADDENDUM #2 09/06/2024 A2 REFERENCE KEY TO SITE DETAILS DETAIL I.D. NUMBER (TOP) DETAIL SHEET NUMBER (BOTTOM) PROPOSED SOD LIMITS PROPOSED SEED MIX #1 PROPOSED SEED MIX #2 PROPOSED NATIVE SEEDING #1 PROPOSED NATIVE SEEDING #2 PROPOSED NATIVE SEEDING #3 PROPOSED MULCH BED PROPOSED LIGHT POLE - REFER TO ELECTRICAL PLANS PROPERTY LINE LEGEND 1 C5.03 1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.REFER TO SHEET L1.01, LANDSCAPING PLAN OVERALL, FOR LANDSCAPING NOTES. 3.REFER TO SHEET L1.07, LANDSCAPE PLAN NORTH, FOR PLANT SCHEDULE. Page 135 of 349 PROPOSED BUILDING BUS LOT MAIN LOT PRACTICE FIELD #1 PRACTICE FIELD #2 PRACTICE FIELD #3 TENNIS COURTS 8-LANE TRACK PRACTICE FIELD #4 LIFT STATION SERVICE LOT SOFTBALL #1 BASEBALL SOFTBALL #2 POND A INFILTRATION AREA FO L FO L FO L FO L FO L FO L FO L FO L FO L FO L F O L FOL FOL FOL FOL FO L FO L FO L OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E UG E UGE UGE UGE UGE UG E UG E GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S GRAVEL GRAV E L GR A V E L GRA V E L BI T U M I N O U S P A T H BI T U M I N O U S P A T H BI T U M I N O U S P A T H BI T U M I N O U S P A T H OH E OH E OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E CO N C R E T E UG C ( P ) UG C ( P ) UG C ( P ) RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N TOP= INV= SAN 951.2 936.4 TOP= INV= SAN 947.1 935.6 TOP=INV= SAN 948.1924.3 UG C ( P ) TOP= INV= SAN 947.2 924.6 TOP= INV= SAN 954.2 925.4 TOP= INV= SAN 954.6 924.7 TOP=INV= SAN 953.1928.6 TOP=INV= SAN 955.3929.0(N)INV=927.4(NE) TOP= INV= SAN 955.2 928.9 TOP= INV= SAN 956.5 928.4 SAN S SAN S SA N S SA N S SAN S 66 " S A N S ( P ) 30" SAN S (P) TOP=INV= SAN 951.1929.1 30" SAN S (P)30" SAN S (P)30" SAN S (P)30" SAN S (P)30" SAN S (P) 66" SA N S ( P ) 66" SA N S ( P ) 66 " S A N S ( P ) 66 " S A N S ( P ) 66 " S A N S ( P ) 66 " S A N S ( P ) 66 " S A N S ( P ) 66 " S A N S ( P ) 66 " S A N S ( P ) 48 " S A N S ( P ) 48 " S A N S ( P ) 48 " S A N S ( P ) 48 " S A N S ( P ) 48 " S A N S ( P ) 48 " S A N S ( P ) 48" SAN S ( P ) 48" SAN S ( P ) 48 " S A N S ( P ) 48 " S A N S ( P ) 48 " S A N S ( P ) UG C ( P ) UG C ( P ) UG C W ( P ) W ( P ) W ( P ) W ( P ) W ( P ) W ( P ) W ( P ) W ( P ) UG E UG C ( P ) G A S 2639.45 SAN (P) 66 " S A N S ( P ) SAN M H ' S B U R I E D (DOW N 2 - 3 F E E T ) SAN M H ' S B U R I E D (DOW N 2 - 3 F E E T ) NORTH NORTHEAST EAST SOUTHEAST SOUTHWEST WEST NORTHWEST MA T C H L I N E MA T C H L I N E MATCHLINE MATCHLINE MATCHLINE MATCHLINE MA T C H L I N E MA T C H L I N E MA T C H L I N E MATCH L I N E MA T C H L I N E MA T C H L I N E C RS SP MV POC 2" 2" 2" 2" SP SP SP SP SP SP SP SP SP 5 6 7 8 9 10 24 25 26 28 31 33 34 35 36 37 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 5657 59 60 61 62 63 64 66 67 68 70 71 72 73 74 75 76 77 78 79 80 81 82 83 85 86 87 89 90 91 92 93 94 95 96 97 98 99 100 102 103 3" 3" 3" 212" 1" 112" 2" 3" 1" 1" 2" 112" 1" 6" 6" 3" 6" 6" 3"6" 6" 6" 3"6" 6" 6" 6" 3" 6" 3" 6" 6" 3" 3" 6" 6" 6" 69 84 88 58 65 2" 6" 6" 3" 4" 3" 3" 3" 3" 6" 6" 3" 6" 3" 3" 1 2 3 4 1112 13 14 15 16 17 18 19 20 21 22 23 39 FS 8" 4" 4" 8" 6" 8" 6" 6" 6" 6" 27 3" 4" 29 30 6" 3" 3" 3" 32 3"38 212" 101 6" 3" 3" 3" 4" 2" 2" D S S S S D D D D D S S D S D I I I I I I I1.01 IRRIGATION PLAN OVERALL FEETSCALE 0 HORZ. 100 200 R RAIN BIRD 1806 - TURF SPRAY SPRINKLER 6.0IN. RAIN BIRD 1812 - SHRUB SPRAY SPRINKLER 12IN. HUNTER MP2000, MP3000, OR MP3500 - TURF ROTATOR SPRINKLER 6IN. HUNTER MP2000, MP3000, OR MP3500 - SHRUB ROTATOR SPRINKLER 12IN. RAIN BIRD 5006-PC - TURF ROTOR SPRINKLER 6IN. RAIN BIRD 6504-PC - TURF ROTOR SPRINKLER 4.0IN. RAIN BIRD 8005 - TURF ROTOR SPRINKLER 5.0IN. RAIN BIRD PEB-IVM - ELECTRONIC CONTROL VALVE RAIN BIRD 3-RC - 3/4IN. BRASS QUICK-COUPLING VALVE LEEMCO LBT-SS - STAINLESS STEEL BALL VALVE RAIN BIRD 300-BPES-PRS-D - 3IN. BRASS MASTER VALVE RAIN BIRD ESPLXIVM - 2-WIRE CONTROLLER RAIN BIRD LSP-1TURF - LINE SURGE PROTECTION RAIN BIRD RSD-BEX - RAIN SENSOR RAIN BIRD FS-400-P - 4IN. FLOW SENSOR BOOSTER PUMP IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SDR-7 IRRIGATION LATERAL LINE: PVC CLASS 160 SDR 26 IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 PIPE SLEEVE: PVC SCHEDULE 40 LEGEND Q TQ FHT 15 15 15 15 15 Q TQ FHT 12 12 12 12 12 2000 3000 3500 2000 3000 3500 1.5 2.0 2.5 3.0 4.0 5.0 6.0 MV C SP RS FS 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North NEW ROSEMOUNT MIDDLE SCHOOL Rosemount, Minnesota 55068 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MINNESOTA 55068 232086 09/11/2024 1" = 30' 09/11/24 CITY RESUBMITTAL SET - NOT FOR BID DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. RICHARD W. KOECHLEIN 26678 09/11/2024 RWK RWK ADDENDUM #1 08/27/2024 A1 ADDENDUM #2 09/06/2024 A2 1" = 100' 1.REFER TO SHEET C3.01 - GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.FIELD VERIFY SITE CONDITIONS AND LOCATE UNDERGROUND UTILITIES PRIOR TO TRENCHING. 3.VERIFY THE LOCATION AND DEPTH OF UNDERGROUND ELECTRIC LINES, FIBER LINES, AND OTHER COMMUNICATION LINES PRIOR TO IRRIGATION INSTALLATION. 4.LAY OUT WORK IN GENERAL CONFORMANCE WITH THE DRAWINGS. ADJUST NOZZLES, SPRINKLER ARCS, OR HEAD AND PIPE LOCATIONS TO COMPLEMENT ACTUAL FIELD CONDITIONS. MAINTAIN HEAD-TO-HEAD COVERAGE. BALANCE THE PRECIPITATION RATE AMONG ALL SPRINKLERS WITHIN THE ZONE. ADD SUPPLEMENTAL SPRINKLERS AS NECESSARY TO PROVIDE HEAD-TO-HEAD COVERAGE. 5.PROVIDE ALL MISCELLANEOUS MATERIALS NECESSARY TO MAKE THE SYSTEM FULLY FUNCTIONAL. 6.IRRIGATION SYSTEM IS DESIGNED FOR 60(+/-) PSI AT THE BASE OF ALL SPRINKLER HEADS. WATER PRESSURE AT THE WATER SUPPLY HAS BEEN ASSUMED TO BE +/-60 PSI. NOTIFY LANDSCAPE ARCHITECT IF WATER SUPPLY PRESSURE DIFFERS. 7.WATER SUPPLY IS LOCATED AT THE PROPOSED 4" CAPPED FLANGE STUBBED 5' OUTSIDE THE MECHANICAL ROOM. 8.FOLLOW MANUFACTURERS RECOMMENDATIONS FOR PRODUCT SPECIFIC INSTALLATION. 9.MAIN LINE PIPING SHALL BE PVC CLASS 200 SDR 21. 10.WITHIN ATHLETIC FIELD AREAS, LATERAL PIPING SHALL BE PVC CLASS 160 SDR 26. 11.OUTSIDE OF ATHLETIC FIELDS, LATERAL PIPING 1-1/2" AND LARGER SHALL BE PVC CLASS 160 SDR 26, AND LATERAL PIPING 1 1/4" AND SMALLER MAY BE EITHER PVC CLASS 160 SDR 26 OR POLYETHYLENE PIPE SDR-7 PRESSURE RATED PIPE. 12.LATERAL PIPING WITH NO SIZE LABEL INDICATED ON THE DRAWINGS SHALL BE 1", PVC CLASS 160 SDR 26. 13.INSTALL LATERAL PIPING A MINIMUM 12 INCHES DEEP AND INSTALL MAIN LINE PIPING A MINIMUM 18 INCHES DEEP. NOTIFY LANDSCAPE ARCHITECT A MINIMUM 48 HOURS IN ADVANCE OF PIPING INSTALLATION. 14.USE TEFLON TAPE ON ALL THREADED JOINTS. 15.SET SPRINKLER HEADS, QUICK COUPLER VALVES, AND OTHER VALVES WITH STEMS PERPENDICULAR TO FINISHED GRADE. 16.PLACE ALL VALVES IN SERVICE BOXES. 17.ADJUST SPRINKLER HEADS FOR GRADE, AS NECESSARY, AFTER TURFGRASS HAS BEEN ESTABLISHED AND ALL SETTLEMENT AT SPRINKLER HEADS HAS OCCURRED. SET TOP OF SPRINKLER HEAD 1 2" BELOW FINISH GRADE OR 1 2" BELOW THE TURFGRASS ROOT ZONE. SET TOP OF SPRINKLER HEAD 1" BELOW CONCRETE SURFACES WHEN ADJACENT TO CONCRETE WALKS OR CONCRETE CURBS. 18.CONDUCT PERFORMANCE TEST IN THE PRESENCE OF OWNER AND LANDSCAPE ARCHITECT FOLLOWING COMPLETION OF SYSTEM INSTALLATION. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 19.CONDUCT AND DEMONSTRATE TO THE OWNER THE WINTERIZATION AND SPRING START-UP PROCESS IN THE FALL FOLLOWING IRRIGATION SYSTEM COMPLETION. NOTES Page 136 of 349 PROPOSED BUILDING BUS LOT MAIN LOT PRACTICE FIELD #1 PRACTICE FIELD #2 PRACTICE FIELD #3 TENNIS COURTS 8-LANE TRACK PRACTICE FIELD #4 LIFT STATION SERVICE LOT SOFTBALL #1 BASEBALL SOFTBALL #2 POND A INFILTRATION AREA FO L FOL FOL FO L FO L FOL FO L FO L FO L FO L FO L FOL FOL FOL FOL FOL FOL FOL OH E OH E OH E OH E OH E OH E OHE OH E OH E OHE OH E OH E UG E UGE UGE UGE UGE UG E UG E GA S GAS GAS GAS GA S GAS GAS GA S GA S GAS GA S GAS B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S GRAVEL GRAVE L GRA V E L GRA V E L BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H OH E OH E OHE OHE OHE OHE OHE OH E OH E OHE OHE OHE CO N C R E T E UG C ( P ) UG C ( P ) UG C ( P ) RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N UG C ( P ) UGC ( P ) UGC ( P ) UGC W (P ) W ( P ) W (P ) W (P ) W (P ) W ( P ) W ( P ) W (P ) UGE UG C ( P ) GA S 2639.45 NORTH NORTHEAST EAST SOUTHEAST SOUTHWEST WEST NORTHWEST MAT C H L I N E MA T C H L I N E MATCHLINE MATCHLINE MATCHLINE MATCHLINE MA T C H L I N E MA T C H L I N E MA T C H L I N E MATCH L I N E MAT C H L I N E MA T C H L I N E C RS SP MV POC 2" 2" 2" 2" SP SP SP SP SP SP SP SP SP 5 6 7 8 9 10 24 25 26 28 31 33 3435 36 37 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 5657 59 60 61 62 63 64 66 67 68 70 71 72 73 74 75 76 77 78 79 80 81 82 83 85 86 87 89 90 91 92 93 94 95 96 97 9899 100 102 103 NUMBER 12 3 456 7 8910 11 121314 15 161718 19 202122 23 242526 27 28 293031 32 333435 36 373839 40 414243 44 454647 48 495051 52 535455 56 57 585960 61 626364 65 666768 69 707172 73 747576 77 787980 81 828384 85 868788 89 90 919293 94 959697 98 99100101 102 103 VALVE SCHEDULE 3" 3" 3" 212" 1" 112"2" 3" 1" 1" 2" 112" 1" 6" 6" 3" 6" 6" 3"6" 6" 6" 3"6" 6" 6" 6" 3" 6" 3" 6" 6"3" 3" 6" 6" 6" 69 84 88 58 65 2" 6" 6" 3" 4" 3" 3" 3"3" 6"6" 3" 6" 3" 3" 12 3 4 1112 13 14 15 16 17 18 19 20 21 22 23 39 FS 8" 4" 4" 8" 6" 8" 6" 6" 6" 6" 27 3" 4" 29 30 6" 3" 3" 3" 32 3"38 212" 101 6" 3" 3" 3" 4" 2" 2" D S S S S D D D D D S S D S D TENNIS COURTS LIFT STATION FO L F O L FO L FO L FO L OH E OH E OH E OH E OH E OH E U G E UGE UGE B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S BI T U M I N O U S P A T H BI T U M I N O U S P A T H UG C ( P ) RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N TOP= INV= SAN 947.1 935.6 TOP= INV= SAN 948.1 924.3 UG C ( P ) TOP= INV= SAN 947.2 924.6 SAN S SAN S SA N S 66 " S A N S ( P ) 66 " S A N S ( P ) 66 " S A N S ( P ) 66 " S A N S ( P ) 48 " S A N S ( P ) 48 " S A N S ( P ) 48 " S A N S ( P ) 48 " S A N S ( P ) UG C ( P ) W ( P ) W ( P ) W ( P ) UG E G A S MATCHLINE MA T C H L I N E 15 15 15 15 15 15 15 15 1" 1" 1" 3.0 1.5 1.5 1.5 1.5 1.5 1.5 2.0 2.0 1" 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.03.0 3.0 3.0 3.0 3.0 3.0 3.0 3.03.0 3.0 3.0 3.0 1.5 1.5 1.5 1.5 1" 1"114"1" 112" 112" 1" 1" 1" 2" 1" 2" 1" 114" 6 7 8 9 10 6" 3" 6" 6" 3"6" 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 1"1" 1" 2" 15 15 15 15 15 15 15 1" 15 15 15 15 15 15 15 15 112" 2" 1" 1"114" 1" 1" 1" 114" 1" 114" 112" 1"2" 1"114"1"2"114" 114" 2" 1" 1" 1" 1"114" 2" 114" 114" 114" 114" 112" 112" 1"1" 1" 1" 1" 114" 112" 3" 3" 6" 6" 3" 6" 112" 112" 2" 1112 13 14 15 16 17 18 19 20 1"1" 114" 1"1" 212" 114" 114" 2" 112" 2" 114" 114" 1" 12 12 12 12 10 1" 2" D S S S D D S S S D I I I I I I I I I I I I I I1.02 IRRIGATION PLAN SOUTHWEST KEYMAP 1"=400' FEETSCALE 0 HORZ. 30 60 R1.REFER TO SHEET C3.01, GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.REFER TO SHEET I1.01, IRRIGATION PLAN OVERALL, FOR IRRIGATION NOTES NOTES 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North NEW ROSEMOUNT MIDDLE SCHOOL Rosemount, Minnesota 55068 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MINNESOTA 55068 232086 09/11/2024 1" = 30' 09/11/24 CITY RESUBMITTAL SET - NOT FOR BID DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. RICHARD W. KOECHLEIN 26678 09/11/2024 RWK RWK ADDENDUM #1 08/27/2024 A1 ADDENDUM #2 09/06/2024 A2RAIN BIRD 1806 - TURF SPRAY SPRINKLER 6.0IN. RAIN BIRD 1812 - SHRUB SPRAY SPRINKLER 12IN. HUNTER MP2000, MP3000, OR MP3500 - TURF ROTATOR SPRINKLER 6IN. HUNTER MP2000, MP3000, OR MP3500 - SHRUB ROTATOR SPRINKLER 12IN. RAIN BIRD 5006-PC - TURF ROTOR SPRINKLER 6IN. RAIN BIRD 6504-PC - TURF ROTOR SPRINKLER 4.0IN. RAIN BIRD 8005 - TURF ROTOR SPRINKLER 5.0IN. RAIN BIRD PEB-IVM - ELECTRONIC CONTROL VALVE RAIN BIRD 3-RC - 3/4IN. BRASS QUICK-COUPLING VALVE LEEMCO LBT-SS - STAINLESS STEEL BALL VALVE RAIN BIRD 300-BPES-PRS-D - 3IN. BRASS MASTER VALVE LEGEND Q TQ FHT 15 15 15 15 15 Q TQ FHT 12 12 12 12 12 2000 3000 3500 2000 3000 3500 1.5 2.0 2.5 3.0 4.0 5.0 6.0 MV RAIN BIRD ESPLXIVM - 2-WIRE CONTROLLER RAIN BIRD LSP-1TURF - LINE SURGE PROTECTION RAIN BIRD RSD-BEX - RAIN SENSOR RAIN BIRD FS-400-P - 4IN. FLOW SENSOR BOOSTER PUMP IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SDR-7 IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 IRRIGATION MAINLINE: POLYETHYLENE PIPE SDR-7 IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 PIPE SLEEVE: PVC SCHEDULE 40 C SP RS FS Page 137 of 349 PROPOSED BUILDING BUS LOT MAIN LOT PRACTICE FIELD #1 PRACTICE FIELD #2 PRACTICE FIELD #3 TENNIS COURTS 8-LANE TRACK PRACTICE FIELD #4 LIFT STATION SERVICE LOT SOFTBALL #1 BASEBALL SOFTBALL #2 POND A INFILTRATION AREA FO L FO L FO L FO L FO L FO L FO L FO L FO L FO L FO L FOL FOL FOL FOL FOL FO L FO L OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OHE UG E UGE UGE UGE UGE UG E UG E GAS GAS GA S GA S GAS GA S GA S GAS GAS GAS GAS GAS B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S GRAVEL GRAVE L GRA V E L GRA V E L BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H OH E OHE OHE OHE OHE OHE OHE OH E OH E OHE OH E OHE CO N C R E T E UG C ( P ) UG C ( P ) UGC ( P ) RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N TOP=INV= SAN951.2936.4 TOP=INV= SAN 947.1935.6 TOP=INV= SAN948.1924.3 UG C ( P ) TOP=INV= SAN947.2924.6 TOP=INV= SAN 954.2925.4 TOP=INV= SAN954.6924.7 TOP=INV= SAN953.1928.6 TOP=INV= SAN 955.3929.0(N)INV=927.4(NE) TOP=INV= SAN 955.2928.9 TOP=INV= SAN 956.5928.4 SAN S SAN S SA N S SAN S SAN S 66" S A N S ( P ) 30" SAN S (P) TOP=INV= SAN951.1929.1 30" SAN S (P)30" SAN S (P)30" SAN S (P)30" SAN S (P)30" SAN S (P) 66" SAN S ( P ) 66" SAN S ( P ) 66" S A N S ( P ) 66" S A N S ( P ) 66" S A N S ( P ) 66 " S A N S ( P ) 66" S A N S ( P ) 66 " S A N S ( P ) 66" S A N S ( P ) 48 " S A N S ( P ) 48 " S A N S ( P ) 48 " S A N S ( P ) 48 " S A N S ( P ) 48" S A N S ( P ) 48" S A N S ( P ) 48" SAN S ( P ) 48" SAN S ( P ) 48" S A N S ( P ) 48" S A N S ( P ) 48 " S A N S ( P ) UG C ( P ) UG C ( P ) UG C W (P ) W ( P ) W ( P ) W (P ) W ( P ) W (P ) W (P ) W ( P ) UGE UGC ( P ) GA S 2639.45 SAN (P) 66" S A N S ( P ) SAN M H ' S B U R I E D (DOW N 2 - 3 F E E T ) SAN MH ' S B U R I E D (DOW N 2 - 3 F E E T ) NORTH NORTHEAST EAST SOUTHEAST SOUTHWEST WEST NORTHWEST MAT C H L I N E MA T C H L I N E MATCHLINE MATCHLINE MATCHLINE MATCHLINE MA T C H L I N E MA T C H L I N E MA T C H L I N E MATCH L I N E MAT C H L I N E MAT C H L I N E C RS SP MV POC 2" 2" 2" 2" SP SP SP SP SP SP SP SP SP 5 6 7 8 9 10 24 25 26 28 31 33 3435 36 37 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 5657 59 60 61 62 63 64 66 67 68 70 71 72 73 74 75 76 77 78 79 80 81 82 83 85 86 87 89 90 91 92 93 94 95 96 97 9899 100 102 103 NUMBER 123 4 567 8 91011 12 131415 16 171819 20 212223 24 25262728 29 303132 33 343536 37 383940 41 424344 45 464748 49 505152 53 545556 57 58 596061 62 636465 66 676869 70 717273 74 757677 78 798081 82 838485 86 87888990 91 929394 95 969798 99 100101102 103 VALVE SCHEDULE 3" 3" 3" 212" 1" 112"2" 3" 1" 1" 2" 112" 1" 6" 6" 3"6" 6" 3"6" 6" 6" 3"6" 6" 6" 6" 3" 6" 3" 6" 6"3" 3" 6" 6" 6" 69 84 88 58 65 2" 6" 6" 3" 4" 3" 3" 3"3" 6"6" 3" 6" 3" 3" 12 3 4 1112 13 14 15 16 17 18 19 20 21 22 23 39 FS 8" 4" 4" 8" 6" 8" 6" 6" 6" 6" 27 3" 4" 29 30 6" 3" 3" 3" 32 3"38 212" 101 6" 3" 3" 3" 4" 2" 2" D S S S S D D D D D S S D S D BUS LOT POND A INFILTRATION AREA MATCHLINE MA T C H L I N E MATC H L I N E 15 15 15 15 15 15 15 1515 1515 1" 1" 1.5 1.5 1.5 1.5 2.0 2.0 2.0 4.0 2.0 2.0 15 15 15 15 15 15 15 15 15 15 15 15 1515 114"1" 1" 1" 1" 1" 3.0 1.5 1.5 1.5 1.5 1.5 2.0 2.0 1" 3.0 3.0 10 24 25 26 28 3"6" 6" 1" 1"15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 151515 15 1515 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 114" 114" 114" 112" 112" 1"1" 1" 1" 1" 114" 112" 1" 1" 1" 1" 1" 1" 112" 1" 1" 1" 112" 1" 1" 1" 114" 1" 112" 1" 1" 19 20 21 22 23 1"6" 1.5 1.5 1.5 1.5 2.0 2.0 3.0 2.0 2.0 2.0 2.0 1" 1" 1" 27 1.5 3.0 6.0 1" 1" 1" 114" 114" 114" 1" 1" 1" 12 12 12 12 10 1" 2" 2" D I I I I I I I I1.03 IRRIGATION PLAN SOUTHEAST 1"=400' KEYMAP FEETSCALE 0 HORZ. 30 60 R 1.REFER TO SHEET C3.01 - GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.REFER TO SHEET I1.01 - IRRIGATION PLAN OVERALL, FOR IRRIGATION NOTES NOTES RAIN BIRD 1806 - TURF SPRAY SPRINKLER 6.0IN. RAIN BIRD 1812 - SHRUB SPRAY SPRINKLER 12IN. HUNTER MP2000, MP3000, OR MP3500 - TURF ROTATOR SPRINKLER 6IN. HUNTER MP2000, MP3000, OR MP3500 - SHRUB ROTATOR SPRINKLER 12IN. RAIN BIRD 5006-PC - TURF ROTOR SPRINKLER 6IN. RAIN BIRD 6504-PC - TURF ROTOR SPRINKLER 4.0IN. RAIN BIRD 8005 - TURF ROTOR SPRINKLER 5.0IN. RAIN BIRD PEB-IVM - ELECTRONIC CONTROL VALVE RAIN BIRD 3-RC - 3/4IN. BRASS QUICK-COUPLING VALVE LEEMCO LBT-SS - STAINLESS STEEL BALL VALVE RAIN BIRD 300-BPES-PRS-D - 3IN. BRASS MASTER VALVE RAIN BIRD ESPLXIVM - 2-WIRE CONTROLLER RAIN BIRD LSP-1TURF - LINE SURGE PROTECTION RAIN BIRD RSD-BEX - RAIN SENSOR RAIN BIRD FS-400-P - 4IN. FLOW SENSOR BOOSTER PUMP IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SDR-7 IRRIGATION LATERAL LINE: PVC CLASS 160 SDR 26 IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 PIPE SLEEVE: PVC SCHEDULE 40 LEGEND Q TQ FHT 15 15 15 15 15 Q TQ FHT 12 12 12 12 12 2000 3000 3500 2000 3000 3500 1.5 2.0 2.5 3.0 4.0 5.0 6.0 MV C SP RS FS 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North NEW ROSEMOUNT MIDDLE SCHOOL Rosemount, Minnesota 55068 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MINNESOTA 55068 232086 09/11/2024 1" = 30' 09/11/24 CITY RESUBMITTAL SET - NOT FOR BID DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. RICHARD W. KOECHLEIN 26678 09/11/2024 RWK RWK ADDENDUM #1 08/27/2024 A1 ADDENDUM #2 09/06/2024 A2 Page 138 of 349 PROPOSED BUILDING BUS LOT MAIN LOT PRACTICE FIELD #1 PRACTICE FIELD #2 PRACTICE FIELD #3 TENNIS COURTS 8-LANE TRACK PRACTICE FIELD #4 LIFT STATION SERVICE LOT SOFTBALL #1 BASEBALL SOFTBALL #2 POND A INFILTRATION AREA FO L FOL FOL FO L FO L FOL FO L FO L FO L FO L FO L FOL FOL FOL FOL FOL FOL FOL OH E OH E OH E OH E OH E OH E OHE OH E OH E OHE OH E OH E UG E UGE UGE UGE UGE UG E UG E GA S GAS GAS GAS GA S GAS GAS GA S GA S GAS GA S GAS B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S GRAVEL GRAVE L GRA V E L GRA V E L BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H OH E OH E OHE OHE OHE OHE OHE OH E OH E OHE OHE OHE CO N C R E T E UG C ( P ) UG C ( P ) UG C ( P ) RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N TOP=INV= SAN 951.2936.4 TOP=INV= SAN 947.1935.6 TOP=INV= SAN 948.1924.3 UG C ( P ) TOP=INV= SAN 947.2924.6 TOP=INV= SAN954.2925.4 TOP=INV= SAN 954.6924.7 TOP=INV= SAN 953.1928.6 TOP=INV= SAN955.3929.0(N)INV=927.4(NE) TOP=INV= SAN955.2928.9 TOP=INV= SAN 956.5928.4 SAN S SAN S SA N S SAN S SAN S 66" S A N S ( P ) 30" SAN S (P) TOP=INV= SAN 951.1929.1 30" SAN S (P)30" SAN S (P)30" SAN S (P)30" SAN S (P)30" SAN S (P) 66" SAN S ( P ) 66" SAN S ( P ) 66" S A N S ( P ) 66" S A N S ( P ) 66 " S A N S ( P ) 66 " S A N S ( P ) 66 " S A N S ( P ) 66 " S A N S ( P ) 66" S A N S ( P ) 48 " S A N S ( P ) 48 " S A N S ( P ) 48 " S A N S ( P ) 48 " S A N S ( P ) 48" S A N S ( P ) 48" S A N S ( P ) 48" SAN S ( P ) 48" SAN S ( P ) 48" S A N S ( P ) 48" S A N S ( P ) 48" S A N S ( P ) UGC ( P ) UGC ( P ) UGC W (P ) W ( P ) W (P ) W (P ) W (P ) W ( P ) W ( P ) W (P ) UGE UG C ( P ) GA S 2639.45 SAN (P) 66" S A N S ( P ) SAN MH ' S B U R I E D (DOW N 2 - 3 F E E T ) SAN MH ' S B U R I E D (DOWN 2 - 3 F E E T ) NORTH NORTHEAST EAST SOUTHEAST SOUTHWEST WEST NORTHWEST MAT C H L I N E MA T C H L I N E MATCHLINE MATCHLINE MATCHLINE MATCHLINE MA T C H L I N E MA T C H L I N E MA T C H L I N E MATCH L I N E MATC H L I N E MAT C H L I N E C RS SP MV POC 2" 2" 2" 2" SP SP SP SP SP SP SP SP SP 5 6 7 8 9 10 24 25 26 28 31 33 3435 36 37 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 5657 59 60 61 62 63 64 66 67 68 70 71 72 73 74 75 76 77 78 79 80 81 82 83 85 86 87 89 90 91 92 93 94 95 96 97 9899 100 102 103 NUMBER 123 4567 891011 12131415 16171819 20212223 2425262728 29303132 33343536 37383940 41424344 45464748 49505152 53545556 57 58596061 62636465 66676869 70717273 74757677 78798081 82838485 8687888990 91929394 95969798 99100101102 103 VALVE SCHEDULE 3" 3" 3" 212" 1" 112"2" 3" 1" 1" 2" 112" 1" 6" 6" 3"6" 6" 3"6" 6" 6" 3"6" 6" 6" 6" 3" 6" 3" 6" 6"3" 3" 6" 6" 6" 69 84 88 58 65 2" 6" 6" 3" 4" 3" 3" 3"3" 6"6" 3" 6" 3" 3" 12 3 4 1112 13 14 15 16 17 18 19 20 21 22 23 39 FS 8" 4" 4" 8" 6" 8" 6" 6" 6" 6" 27 3" 4" 29 30 6" 3" 3" 3" 32 3"38 212" 101 6" 3" 3" 3" 4" 2" 2" D S S S S D D D D D S S D S D PROPOSED BUILDING MAIN LOT SERVICE LOT FO L FO L FO L FO L F O L OH E OH E OH E OH E OH E OH E UGE UGE GA S GA S GA S GA S GA S GA S GA S GA S GA S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S GRAVEL BI T U M I N O U S P A T H BI T U M I N O U S P A T H OHE CO N C R E T E TOP= INV= SAN 954.2 925.4 TOP= INV= SAN 954.6 924.7 66 " S A N S ( P ) 66 " S A N S ( P ) 66 " S A N S ( P ) 48 " S A N S ( P ) 48 " S A N S ( P ) 48 " S A N S ( P ) UG C ( P ) UG C W ( P ) W ( P ) W ( P ) UG E UG C ( P ) SAN M H ' S B U R I E D (DO W N 2 - 3 F E E T ) MATCHLINE MATCHLINE MA T C H L I N E 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 1" 1" 1" 1" 1" 1" 112" C RS SP MV POC 1" 1" 1" 1" 1" 1" 1" 1"1" 1" 1" 114" 112" 6.0 3.0 3.0 3.0 1.5 3.0 3.0 6.0 112" 1" 1" 1" 1"114" 1"1" 15 15 15 15 15 15 15 15 15 15 15 15 15 15 114" 1"1" 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 6.0 6.0 6.0 6.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.5 2.5 2.0 1" 1" 1" 1" 1" 112" 2" 1" 1" 1"1" 114" 114" 1" 1" 114" 114" 1" 114" 1" 1" 114" 2" 2" 2" 2" 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 3.0 1.5 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 1.5 3.0 3.0 3.0 3.0 3.0 3.0 1.5 1.5 1.5 3.0 1" 1" 1" 1" 2" 1" 112" 1" 1" 1" 112"1" 1" 1" 1" 1" 1" 114" 1" 112" 112" SP SP 5 6 31 33 34 35 36 37 40 41 42 43 44 57 59 60 212" 1" 112" 2" 3" 1" 2" 112" 1" 6" 6" 3" 6" 6" 6" 6" 114 1" 58 15 15 15 15 15 15 15 15 1" 1" 15 15 15 1" 15151515 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 6" 6" 1" 1" 1" 1" 112" 114" 114" 1" 1" 1" 114" 114" 112" 112" 3" 4" 3" 3" 6" 1" 1" 114" 114" 112" 1 1 2 3 4 39 FS 8" 4" 4" 8" 6" 8" 6" 6" 15 15 15 15 15 15 15 15 15 15 15 112" 1" 1" 4" 5.01.5 1.5 1.5 1.5 3.0 3.0 3.0 3.0 3.0 3.0 3.0 6.0 6.0 6.0 1"1"1" 112"1" 1" 1" 1" 114" 1" 1" 1.5 1.5 1.5 3.0 3.0 3.0 6.0 6" 3" 3" 3" 32 15 15 15 15 15 15 15 15 15 15 15 15 15 1" 1" 1" 1" 1" 114"114" 15 15 15 15 15 15 15 15 15 15 15 15 12 15 15 12 12 12 12 15 15 15 15 12 S S S LR 1" 1" 114" 114" 1"1"114" 1" 1" 1"1" 3"38 1" 1" 1" 114" 114" 112" 2" 1" 114" 114" 112" 112" 112" 1" 114" 1" 1" 3" 3" 3" 4" S S D D D I I II I I I I I I I I IIII I I I I I I I I I I I1.04 IRRIGATION PLAN WEST FEETSCALE 0 HORZ. 30 60 R KEYMAP 1"=400' 1.REFER TO SHEET C3.01 - GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.REFER TO SHEET I1.01 - IRRIGATION PLAN OVERALL, FOR IRRIGATION NOTES NOTES RAIN BIRD 1806 - TURF SPRAY SPRINKLER 6.0IN. RAIN BIRD 1812 - SHRUB SPRAY SPRINKLER 12IN. HUNTER MP2000, MP3000, OR MP3500 - TURF ROTATOR SPRINKLER 6IN. HUNTER MP2000, MP3000, OR MP3500 - SHRUB ROTATOR SPRINKLER 12IN. RAIN BIRD 5006-PC - TURF ROTOR SPRINKLER 6IN. RAIN BIRD 6504-PC - TURF ROTOR SPRINKLER 4.0IN. RAIN BIRD 8005 - TURF ROTOR SPRINKLER 5.0IN. RAIN BIRD PEB-IVM - ELECTRONIC CONTROL VALVE RAIN BIRD 3-RC - 3/4IN. BRASS QUICK-COUPLING VALVE LEEMCO LBT-SS - STAINLESS STEEL BALL VALVE RAIN BIRD 300-BPES-PRS-D - 3IN. BRASS MASTER VALVE RAIN BIRD ESPLXIVM - 2-WIRE CONTROLLER RAIN BIRD LSP-1TURF - LINE SURGE PROTECTION RAIN BIRD RSD-BEX - RAIN SENSOR RAIN BIRD FS-400-P - 4IN. FLOW SENSOR BOOSTER PUMP IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SDR-7 IRRIGATION LATERAL LINE: PVC CLASS 160 SDR 26 IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 PIPE SLEEVE: PVC SCHEDULE 40 LEGEND Q TQ FHT 15 15 15 15 15 Q TQ FHT 12 12 12 12 12 2000 3000 3500 2000 3000 3500 1.5 2.0 2.5 3.0 4.0 5.0 6.0 MV C SP RS FS 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North NEW ROSEMOUNT MIDDLE SCHOOL Rosemount, Minnesota 55068 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MINNESOTA 55068 232086 09/11/2024 1" = 30' 09/11/24 CITY RESUBMITTAL SET - NOT FOR BID DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. RICHARD W. KOECHLEIN 26678 09/11/2024 RWK RWK ADDENDUM #1 08/27/2024 A1 ADDENDUM #2 09/06/2024 A2 1" = 30' Page 139 of 349 PROPOSED BUILDING BUS LOT MAIN LOT PRACTICE FIELD #1 PRACTICE FIELD #2 PRACTICE FIELD #3 TENNIS COURTS 8-LANE TRACK PRACTICE FIELD #4 LIFT STATION SERVICE LOT SOFTBALL #1 BASEBALL SOFTBALL #2 POND A INFILTRATION AREA FO L FOL FOL FO L FO L FOL FO L FO L FO L FO L FO L FOL FOL FOL FOL FOL FOL FOL OH E OH E OH E OH E OH E OH E OHE OH E OH E OHE OH E OH E UG E UGE UGE UGE UGE UG E UG E GA S GAS GAS GAS GA S GAS GAS GA S GA S GAS GA S GAS B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S GRAVEL GRAVE L GRA V E L GRA V E L BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H OH E OH E OHE OHE OHE OHE OHE OH E OH E OHE OHE OHE CO N C R E T E UG C ( P ) UG C ( P ) UG C ( P ) UG C ( P ) UGC ( P ) UGC ( P ) UGC W (P ) W ( P ) W (P ) W (P ) W (P ) W ( P ) W ( P ) W (P ) UGE UG C ( P ) GA S 2639.45 NORTH NORTHEAST EAST SOUTHEAST SOUTHWEST WEST NORTHWEST MAT C H L I N E MA T C H L I N E MATCHLINE MATCHLINE MATCHLINE MATCHLINE MA T C H L I N E MA T C H L I N E MA T C H L I N E MATCH L I N E MAT C H L I N E MA T C H L I N E C RS SP MV POC 2" 2" 2" 2" SP SP SP SP SP SP SP SP SP 5 6 7 8 9 10 24 25 26 28 31 33 3435 36 37 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 5657 59 60 61 62 63 64 66 67 68 70 71 72 73 74 75 76 77 78 79 80 81 82 83 85 86 87 89 90 91 92 93 94 95 96 97 9899 100 102 103 NUMBER 12 3 456 7 8910 11 121314 15 161718 19 202122 23 242526 27 28 293031 32 333435 36 373839 40 414243 44 454647 48 495051 52 535455 56 57 585960 61 626364 65 666768 69 707172 73 747576 77 787980 81 828384 85 868788 89 90 919293 94 959697 98 99100101 102 103 VALVE SCHEDULE 3" 3" 3" 212" 1" 112"2" 3" 1" 1" 2" 112" 1" 6" 6" 3" 6" 6" 3"6" 6" 6" 3"6" 6" 6" 6" 3" 6" 3" 6" 6"3" 3" 6" 6" 6" 69 84 88 58 65 2" 6" 6" 3" 4" 3" 3" 3"3" 6"6" 3" 6" 3" 3" 12 3 4 1112 13 14 15 16 17 18 19 20 21 22 23 39 FS 8" 4" 4" 8" 6" 8" 6" 6" 6" 6" 27 3" 4" 29 30 6" 3" 3" 3" 32 3"38 212" 101 6" 3" 3" 3" 4" 2" 2" D S S S S D D D D D S S D S D BUS LOT PRACTICE FIELD #1 8-LANE TRACK PRACTICE FIELD #4 BASEBALL MA T C H L I N E MATCHLINE MATCHLINE MA T C H L I N E MATC H L I N E MA T C H L I N E 15 15 15 15 15 15 15 1515 1515 1" 1" 1.5 1.5 1.5 1.5 2.0 2.0 2.0 4.0 2.0 2.0 15 15 15 15 15 15 15 15 15 15 15 15 1515 114"1" 1" 1" 1" 1" 1.5 1"114"2"2" 1"114"2"2" 1"114"2"2" 1"114"2"2" 1"114"2"2" 1"114"2"2" 1"114"2"2" 1" 1" 1" 1" 1" 114" 114" 1" 1" 114" 114" 112" 2" 1" 1" 114" 112" 1" 114" 112" 112" 2" 1" 1" 114" 112" 112" 1" 1" 114" 112" 112" 1"114"114"112" 1"114"114"112" 1"114"114"112" 1"114"114"112" 1"114"114"112" 1"114"114"112" 1"114"114"112" 1" 114" 114" 112" 1" 114" 1" 114" 114" 114" 112" 114" 114" 1" 1" 114" 112" 114" 1" 1" 1" 114" 114" 112" 1" 114" 114" 1" 114"112" SP SP SP SP 24 25 26 28 31 45 46 47 48 49 50 51 52 53 54 55 5657 59 89 90 91 92 93 94 95 96 97 98 99 100 102 103 3" 3" 3" 1" 1" 6" 6" 3" 3" 6" 6" 6" 1" 1" 1" 1 2" 114" 1" 1" 114" 2" 2" 58 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 151515 15 1515 15 15 15 15 15 15 15 15 1" 1" 1" 1" 1" 1" 112" 1" 1" 1" 112" 1" 3" 3" 3" 22 23 1"6" 1.5 1.5 1.5 1.5 2.0 2.0 3.0 2.0 2.0 2.0 2.0 1" 1" 1" 6" 27 3" 1.5 3.0 3.0 6.0 1.5 1.5 1.5 1.5 3.0 3.0 3.0 3.0 3.0 6.0 6.0 1" 1" 1" 1" 1" 114" 29 114" 1.5 1.5 1.5 1.5 1.5 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 5.0 6.0 1" 1" 1" 1" 112" 114" 1" 1" 30 6" 112" 112" 112" 101 1" 6" 12" 112" 2" 114" 1" 2" 2" 2" I I I I I I I I I I I1.05 IRRIGATION PLAN EAST FEETSCALE 0 HORZ. 30 60 R 1"=400' KEYMAP 1.REFER TO SHEET C3.01 - GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.REFER TO SHEET I1.01 - IRRIGATION PLAN OVERALL, FOR IRRIGATION NOTES NOTES 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North NEW ROSEMOUNT MIDDLE SCHOOL Rosemount, Minnesota 55068 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MINNESOTA 55068 232086 09/11/2024 1" = 30' 09/11/24 CITY RESUBMITTAL SET - NOT FOR BID DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. RICHARD W. KOECHLEIN 26678 09/11/2024 RWK RWK ADDENDUM #1 08/27/2024 A1 ADDENDUM #2 09/06/2024 A2 1" = 30' RAIN BIRD 1806 - TURF SPRAY SPRINKLER 6.0IN. RAIN BIRD 1812 - SHRUB SPRAY SPRINKLER 12IN. HUNTER MP2000, MP3000, OR MP3500 - TURF ROTATOR SPRINKLER 6IN. HUNTER MP2000, MP3000, OR MP3500 - SHRUB ROTATOR SPRINKLER 12IN. RAIN BIRD 5006-PC - TURF ROTOR SPRINKLER 6IN. RAIN BIRD 6504-PC - TURF ROTOR SPRINKLER 4.0IN. RAIN BIRD 8005 - TURF ROTOR SPRINKLER 5.0IN. RAIN BIRD PEB-IVM - ELECTRONIC CONTROL VALVE RAIN BIRD 3-RC - 3/4IN. BRASS QUICK-COUPLING VALVE LEEMCO LBT-SS - STAINLESS STEEL BALL VALVE RAIN BIRD 300-BPES-PRS-D - 3IN. BRASS MASTER VALVE LEGEND Q TQ FHT 15 15 15 15 15 Q TQ FHT 12 12 12 12 12 2000 3000 3500 2000 3000 3500 1.5 2.0 2.5 3.0 4.0 5.0 6.0 MV RAIN BIRD ESPLXIVM - 2-WIRE CONTROLLER RAIN BIRD LSP-1TURF - LINE SURGE PROTECTION RAIN BIRD RSD-BEX - RAIN SENSOR RAIN BIRD FS-400-P - 4IN. FLOW SENSOR BOOSTER PUMP IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SDR-7 IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 IRRIGATION MAINLINE: POLYETHYLENE PIPE SDR-7 IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 PIPE SLEEVE: PVC SCHEDULE 40 C SP RS FS Page 140 of 349 PROPOSED BUILDING BUS LOT MAIN LOT PRACTICE FIELD #1 PRACTICE FIELD #2 PRACTICE FIELD #3 TENNIS COURTS 8-LANE TRACK PRACTICE FIELD #4 LIFT STATION SERVICE LOT SOFTBALL #1 BASEBALL SOFTBALL #2 POND A INFILTRATION AREA FOL FO L FO L FOL FO L FO L FO L FOL FO L FO L FO L FOL FOL FOL FOL FO L FOL FOL OHE OH E OH E OH E OH E OH E OH E OH E OH E OH E OHE OH E UG E UGE UGE UGE UGE UG E UG E GAS GA S GAS GAS GAS GAS GAS GAS GAS GAS GAS GA S OH E OH E OHE OHE OHE OHE OHE OHE OHE OHE OHE OH E UGC ( P ) UG C ( P ) UG C ( P ) RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N UG C ( P ) UG C ( P ) UG C ( P ) UG C W ( P ) W (P ) W (P ) W ( P ) W (P ) W ( P ) W ( P ) W (P ) UG E UG C ( P ) GA S 2639.45 NORTH NORTHEAST EAST SOUTHEAST SOUTHWEST WEST NORTHWEST MAT C H L I N E MAT C H L I N E MATCHLINE MATCHLINE MATCHLINE MATCHLINE MA T C H L I N E MA T C H L I N E MA T C H L I N E MATCH L I N E MAT C H L I N E MA T C H L I N E C RS SP MV POC 2" 2" 2" 2" SP SP SP SP SP SP SP SP SP 5 6 7 8 9 10 24 25 26 28 31 33 3435 36 37 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 5657 59 60 61 62 63 64 66 67 68 70 71 72 73 74 75 76 77 78 79 80 81 82 83 85 86 87 89 90 91 92 93 94 95 96 97 9899 100 102 103 NUMBER 12 3456 78910 11121314 15161718 19202122 23242526 27 28293031 32333435 36373839 40414243 44454647 48495051 52535455 5657585960 61626364 65666768 69707172 73747576 77787980 81828384 85868788 89 90919293 94959697 9899100101 102103 VALVE SCHEDULE 3" 3" 3" 212" 1" 112"2" 3" 1" 1" 2" 112" 1" 6" 6" 3"6" 6" 3"6" 6" 6" 3"6" 6" 6" 6" 3" 6" 3" 6" 6"3" 3" 6" 6" 6" 69 84 88 58 65 2" 6" 6" 3" 4" 3" 3" 3"3" 6"6" 3" 6" 3" 3" 12 3 4 1112 13 14 15 16 17 18 19 20 21 22 23 39 FS 8" 4" 4" 8" 6" 8" 6" 6" 6" 6" 27 3" 4" 29 30 6" 3" 3" 3" 32 3"38 212" 101 6" 3" 3" 3" 4" 2" 2" D S S S S D D D D D S S D S D BASEBALL F O L FOL FOL FOL FOL FO L FO L UG E UG E GA S GA S GA S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S GRAVEL GRAV E L GR A V E L OH E OH E OHE OHE OHE OH E OH E OH E OH E OH E UG C ( P ) TOP= INV= SAN 955.3 929.0(N) INV=927.4(NE) TOP= INV= SAN 955.2 928.9 30" SAN S (P) TOP= INV= SAN 951.1 929.1 30" SAN S (P)30" SAN S (P) 66" SA N S ( P ) 66" SA N S ( P ) 48 " S A N S ( P ) 48" SA N S ( P ) 48" SA N S ( P ) W ( P ) 66 " S A N S ( P ) SAN M H ' S B U R I E D (DO W N 2 - 3 F E E T ) MA T C H L I N E MATCHLINE MA T C H L I N E 1" 1" 1" 114" 114" 1" 1" 114" 114"2" 1" 1" 1" 1" 114" 114" 2" 112" 112" 114" 112" 1.5 3.0 3.0 3.0 SP 61 62 63 64 66 1" 65 I1.06 IRRIGATION PLAN NORTHWEST FEETSCALE 0 HORZ. 30 60 R 1"=400' KEYMAP 1.REFER TO SHEET C3.01 - GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.REFER TO SHEET I1.01 - IRRIGATION PLAN OVERALL, FOR IRRIGATION NOTES NOTES RAIN BIRD 1806 - TURF SPRAY SPRINKLER 6.0IN. RAIN BIRD 1812 - SHRUB SPRAY SPRINKLER 12IN. HUNTER MP2000, MP3000, OR MP3500 - TURF ROTATOR SPRINKLER 6IN. HUNTER MP2000, MP3000, OR MP3500 - SHRUB ROTATOR SPRINKLER 12IN. RAIN BIRD 5006-PC - TURF ROTOR SPRINKLER 6IN. RAIN BIRD 6504-PC - TURF ROTOR SPRINKLER 4.0IN. RAIN BIRD 8005 - TURF ROTOR SPRINKLER 5.0IN. RAIN BIRD PEB-IVM - ELECTRONIC CONTROL VALVE RAIN BIRD 3-RC - 3/4IN. BRASS QUICK-COUPLING VALVE LEEMCO LBT-SS - STAINLESS STEEL BALL VALVE RAIN BIRD 300-BPES-PRS-D - 3IN. BRASS MASTER VALVE RAIN BIRD ESPLXIVM - 2-WIRE CONTROLLER RAIN BIRD LSP-1TURF - LINE SURGE PROTECTION RAIN BIRD RSD-BEX - RAIN SENSOR RAIN BIRD FS-400-P - 4IN. FLOW SENSOR BOOSTER PUMP IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SDR-7 IRRIGATION LATERAL LINE: PVC CLASS 160 SDR 26 IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 PIPE SLEEVE: PVC SCHEDULE 40 LEGEND Q TQ FHT 15 15 15 15 15 Q TQ FHT 12 12 12 12 12 2000 3000 3500 2000 3000 3500 1.5 2.0 2.5 3.0 4.0 5.0 6.0 MV C SP RS FS 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North NEW ROSEMOUNT MIDDLE SCHOOL Rosemount, Minnesota 55068 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MINNESOTA 55068 232086 09/11/2024 1" = 30' 09/11/24 CITY RESUBMITTAL SET - NOT FOR BID DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. RICHARD W. KOECHLEIN 26678 09/11/2024 RWK RWK ADDENDUM #1 08/27/2024 A1 ADDENDUM #2 09/06/2024 A2 1" = 30' Page 141 of 349 PROPOSED BUILDING BUS LOT MAIN LOT PRACTICE FIELD #1 PRACTICE FIELD #2 PRACTICE FIELD #3 TENNIS COURTS 8-LANE TRACK PRACTICE FIELD #4 LIFT STATION SERVICE LOT SOFTBALL #1 BASEBALL SOFTBALL #2 POND A INFILTRATION AREA FO L FO L FO L FO L FO L FO L FO L FO L FO L FO L FO L FOL FOL FOL FOL FOL FO L FO L OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OHE UG E UGE UGE UGE UGE UG E UG E GAS GAS GA S GA S GAS GA S GA S GAS GAS GAS GAS GAS OH E OHE OHE OHE OHE OHE OHE OH E OH E OHE OH E OHE UG C ( P ) UG C ( P ) UGC ( P ) RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N UG C ( P ) UG C ( P ) UG C ( P ) UG C W (P ) W ( P ) W ( P ) W (P ) W ( P ) W (P ) W (P ) W ( P ) UGE UGC ( P ) GA S 2639.45 NORTH NORTHEAST EAST SOUTHEAST SOUTHWEST WEST NORTHWEST MAT C H L I N E MA T C H L I N E MATCHLINE MATCHLINE MATCHLINE MATCHLINE MA T C H L I N E MA T C H L I N E MA T C H L I N E MATCH L I N E MAT C H L I N E MAT C H L I N E C RS SP MV POC 2" 2" 2" 2" SP SP SP SP SP SP SP SP SP 5 6 7 8 9 10 24 25 26 28 31 33 3435 36 37 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 5657 59 60 61 62 63 64 66 67 68 70 71 72 73 74 75 76 77 78 79 80 81 82 83 85 86 87 89 90 91 92 93 94 95 96 97 9899 100 102 103 NUMBER 123 4 567 8 91011 12 131415 16 171819 20 212223 24 25262728 29 303132 33 343536 37 383940 41 424344 45 464748 49 505152 53 545556 57 58 596061 62 636465 66 676869 70 717273 74 757677 78 798081 82 838485 86 87888990 91 929394 95 969798 99 100101102 103 VALVE SCHEDULE 3" 3" 3" 212" 1" 112"2" 3" 1" 1" 2" 112" 1" 6" 6" 3"6" 6" 3"6" 6" 6" 3"6" 6" 6" 6" 3" 6" 3" 6" 6"3" 3" 6" 6" 6" 69 84 88 58 65 2" 6" 6" 3" 4" 3" 3" 3"3" 6"6" 3" 6" 3" 3" 12 3 4 1112 13 14 15 16 17 18 19 20 21 22 23 39 FS 8" 4" 4" 8" 6" 8" 6" 6" 6" 6" 27 3" 4" 29 30 6" 3" 3" 3" 32 3"38 212" 101 6" 3" 3" 3" 4" 2" 2" D S S S S D D D D D S S D S D BASEBALL TOP= INV= SAN 953.1 928.6 30" SAN S (P)30" SAN S (P) 66" SA N S ( P ) 48" SA N S ( P ) SAN M H ' S B U R I E D (DO W N 2 - 3 F E E T ) MA T C H L I N E MA T C H L I N E MA T C H L I N E MA T C H L I N E 2"2" 2"2" 2"2" 1" 114" 2" 2" 1" 1" 1" 1" 1" 114" 114" 1" 1" 1" 114" 114" 112" 2" 1" 1" 114" 114" 1" 1" 114" 114"2" 1" 1" 114" 112" 1" 1" 114" 112" 112" 2" 1" 1" 1" 1" 1" 114" 114" 2" 1" 1" 114" 112" 112"112" 1" 1" 114" 112" 1" 1" 114" 112" 112" 1" 1" 114" 112" 112" 1"1" 1" 1" 114" 112" 6.0 3.0 3.0 3.0 3.0 6.0 112" 1" 1" 3.0 3.0 1.5 3.0 3.0 1" 112" SP SP 33 49 50 51 52 53 54 55 5657 59 60 61 62 63 64 1" 6" 6" 6" 114" 1" 1" 114" 2" 2" 58 3" 5.01.5 1.5 1.5 3.0 3.0 3.0 3.0 3.0 3.0 3.0 6.0 6.0 6.0 1"1"1" 112"1" 1" 1" 1" 114" 1" 1" 6" 3" 3" 3" 32 2" 114" 1" 1" II I I1.07 IRRIGATION PLAN NORTH FEETSCALE 0 HORZ. 30 60 R KEYMAP 1"=400' 1.REFER TO SHEET C3.01 - GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.REFER TO SHEET I1.01 - IRRIGATION PLAN OVERALL, FOR IRRIGATION NOTES NOTES RAIN BIRD 1806 - TURF SPRAY SPRINKLER 6.0IN. RAIN BIRD 1812 - SHRUB SPRAY SPRINKLER 12IN. HUNTER MP2000, MP3000, OR MP3500 - TURF ROTATOR SPRINKLER 6IN. HUNTER MP2000, MP3000, OR MP3500 - SHRUB ROTATOR SPRINKLER 12IN. RAIN BIRD 5006-PC - TURF ROTOR SPRINKLER 6IN. RAIN BIRD 6504-PC - TURF ROTOR SPRINKLER 4.0IN. RAIN BIRD 8005 - TURF ROTOR SPRINKLER 5.0IN. RAIN BIRD PEB-IVM - ELECTRONIC CONTROL VALVE RAIN BIRD 3-RC - 3/4IN. BRASS QUICK-COUPLING VALVE LEEMCO LBT-SS - STAINLESS STEEL BALL VALVE RAIN BIRD 300-BPES-PRS-D - 3IN. BRASS MASTER VALVE RAIN BIRD ESPLXIVM - 2-WIRE CONTROLLER RAIN BIRD LSP-1TURF - LINE SURGE PROTECTION RAIN BIRD RSD-BEX - RAIN SENSOR RAIN BIRD FS-400-P - 4IN. FLOW SENSOR BOOSTER PUMP IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SDR-7 IRRIGATION LATERAL LINE: PVC CLASS 160 SDR 26 IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 PIPE SLEEVE: PVC SCHEDULE 40 LEGEND Q TQ FHT 15 15 15 15 15 Q TQ FHT 12 12 12 12 12 2000 3000 3500 2000 3000 3500 1.5 2.0 2.5 3.0 4.0 5.0 6.0 MV C SP RS FS 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North NEW ROSEMOUNT MIDDLE SCHOOL Rosemount, Minnesota 55068 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MINNESOTA 55068 232086 09/11/2024 1" = 30' 09/11/24 CITY RESUBMITTAL SET - NOT FOR BID DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. RICHARD W. KOECHLEIN 26678 09/11/2024 RWK RWK ADDENDUM #1 08/27/2024 A1 ADDENDUM #2 09/06/2024 A2 1" = 30' Page 142 of 349 PROPOSED BUILDING BUS LOT MAIN LOT PRACTICE FIELD #1 PRACTICE FIELD #2 PRACTICE FIELD #3 TENNIS COURTS 8-LANE TRACK PRACTICE FIELD #4 LIFT STATION SERVICE LOT SOFTBALL #1 BASEBALL SOFTBALL #2 POND A INFILTRATION AREA FO L FO L FO L FO L FO L FO L FO L FO L FO L FO L FO L FOL FOL FOL FOL FOL FO L FO L OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OHE UG E UGE UGE UGE UGE UG E UG E GAS GAS GA S GA S GAS GA S GA S GAS GAS GAS GAS GAS B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S B I T U M I N O U S GRAVEL GRAVE L GRA V E L GRA V E L BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H BIT U M I N O U S P A T H OH E OHE OHE OHE OHE OHE OHE OH E OH E OHE OH E OHE CO N C R E T E UG C ( P ) UG C ( P ) UGC ( P ) RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N RO S E M O U N T B U S I N E S S P A R K S E C O N D A D D I T I O N UG C ( P ) UG C ( P ) UG C ( P ) UG C W (P ) W ( P ) W ( P ) W (P ) W ( P ) W (P ) W (P ) W ( P ) UGE UGC ( P ) GA S 2639.45 NORTH NORTHEAST EAST SOUTHEAST SOUTHWEST WEST NORTHWEST MAT C H L I N E MA T C H L I N E MATCHLINE MATCHLINE MATCHLINE MATCHLINE MA T C H L I N E MA T C H L I N E MA T C H L I N E MATCH L I N E MAT C H L I N E MAT C H L I N E C RS SP MV POC 2" 2" 2" 2" SP SP SP SP SP SP SP SP SP 5 6 7 8 9 10 24 25 26 28 31 33 3435 36 37 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 5657 59 60 61 62 63 64 66 67 68 70 71 72 73 74 75 76 77 78 79 80 81 82 83 85 86 87 89 90 91 92 93 94 95 96 97 9899 100 102 103 NUMBER 123 4 567 8 91011 12 131415 16 171819 20 212223 24 25262728 29 303132 33 343536 37 383940 41 424344 45 464748 49 505152 53 545556 57 58 596061 62 636465 66 676869 70 717273 74 757677 78 798081 82 838485 86 87888990 91 929394 95 969798 99 100101102 103 VALVE SCHEDULE 3" 3" 3" 212" 1" 112"2" 3" 1" 1" 2" 112" 1" 6" 6" 3"6" 6" 3"6" 6" 6" 3"6" 6" 6" 6" 3" 6" 3" 6" 6"3" 3" 6" 6" 6" 69 84 88 58 65 2" 6" 6" 3" 4" 3" 3" 3"3" 6"6" 3" 6" 3" 3" 12 3 4 1112 13 14 15 16 17 18 19 20 21 22 23 39 FS 8" 4" 4" 8" 6" 8" 6" 6" 6" 6" 27 3" 4" 29 30 6" 3" 3" 3" 32 3"38 212" 101 6" 3" 3" 3" 4" 2" 2" D S S S S D D D D D S S D S D PRACTICE FIELD #2 PRACTICE FIELD #3 SOFTBALL #1 BASEBALL SOFTBALL #2 OH E OH E TOP= INV= SAN 953.1 928.6 TOP= INV= SAN 956.5 928.4 66 " S A N S ( P ) 30" SAN S (P)30" SAN S (P)30" SAN S (P) 48 " S A N S ( P ) 2639.45 SAN (P) MA T C H L I N E MATCHLINE MA T C H L I N E MA T C H L I N E 1" 114" 2" 2" 212" 1" 114" 2" 2" 212" 1" 114" 2" 2" 212" 1" 114" 2" 2" 212" 1" 114" 2" 1" 114" 2" 2" 2" 1" 114" 2" 1" 114" 2" 2" 2" 1" 114" 2" 2" 212" 1" 114" 2" 2" 212" 1" 114" 2" 2" 212" 1" 114" 2" 2" 212" 1" 114" 2" 2" 1" 114" 2" 2" 212" 212" 1" 114" 112" 2" 1" 114" 2" 2" 1" 114" 2" 2" 1" 1" 1" 112" 2" 114" 1" 114" 2" 1" 114" 2" 1" 1" 1" 1" 1" 1" 1" 1" 1" 114" 112" 112" 1" 1" 114" 1" 1" 1" SP SP 66 67 68 70 71 72 73 74 75 76 77 78 79 80 81 82 83 85 86 87 3" 6" 3" 6" 3" 6" 1" 114" 69 2" 1" 114" 114" 1" 1" 1" 1" 114" 2"114" 114"84 1" 1" 1" 114" 112" 114"88 1" 114" 65 114" 112" 114"112" D I1.08 IRRIGATION PLAN NORTHEAST FEETSCALE 0 HORZ. 30 60 R 1"=400' KEYMAP 1.REFER TO SHEET C3.01 - GRADING AND DRAINAGE PLAN OVERALL, FOR GENERAL NOTES. 2.REFER TO SHEET I1.01 - IRRIGATION PLAN OVERALL, FOR IRRIGATION NOTES NOTES RAIN BIRD 1806 - TURF SPRAY SPRINKLER 6.0IN. RAIN BIRD 1812 - SHRUB SPRAY SPRINKLER 12IN. HUNTER MP2000, MP3000, OR MP3500 - TURF ROTATOR SPRINKLER 6IN. HUNTER MP2000, MP3000, OR MP3500 - SHRUB ROTATOR SPRINKLER 12IN. RAIN BIRD 5006-PC - TURF ROTOR SPRINKLER 6IN. RAIN BIRD 6504-PC - TURF ROTOR SPRINKLER 4.0IN. RAIN BIRD 8005 - TURF ROTOR SPRINKLER 5.0IN. RAIN BIRD PEB-IVM - ELECTRONIC CONTROL VALVE RAIN BIRD 3-RC - 3/4IN. BRASS QUICK-COUPLING VALVE LEEMCO LBT-SS - STAINLESS STEEL BALL VALVE RAIN BIRD 300-BPES-PRS-D - 3IN. BRASS MASTER VALVE RAIN BIRD ESPLXIVM - 2-WIRE CONTROLLER RAIN BIRD LSP-1TURF - LINE SURGE PROTECTION RAIN BIRD RSD-BEX - RAIN SENSOR RAIN BIRD FS-400-P - 4IN. FLOW SENSOR BOOSTER PUMP IRRIGATION LATERAL LINE: POLYETHYLENE PIPE SDR-7 IRRIGATION LATERAL LINE: PVC CLASS 160 SDR 26 IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 PIPE SLEEVE: PVC SCHEDULE 40 LEGEND Q TQ FHT 15 15 15 15 15 Q TQ FHT 12 12 12 12 12 2000 3000 3500 2000 3000 3500 1.5 2.0 2.5 3.0 4.0 5.0 6.0 MV C SP RS FS 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North NEW ROSEMOUNT MIDDLE SCHOOL Rosemount, Minnesota 55068 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MINNESOTA 55068 232086 09/11/2024 1" = 30' 09/11/24 CITY RESUBMITTAL SET - NOT FOR BID DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. RICHARD W. KOECHLEIN 26678 09/11/2024 RWK RWK ADDENDUM #1 08/27/2024 A1 ADDENDUM #2 09/06/2024 A2 1" = 30' Page 143 of 349 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI RAIN BIRD 1806-SAM-PRS 15 STRIP SERIES TURF SPRAY 6.0IN. POP-UP SPRINKLER WITH CO-MOLDED WIPER SEAL. 1/2IN. NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE, AND PRESSURE REGULATING. 1 30 RAIN BIRD 1806-SAM-PRS 10 SERIES MPR TURF SPRAY 6.0IN. POP-UP SPRINKLER WITH CO-MOLDED WIPER SEAL. 1/2IN. NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE, AND PRESSURE REGULATING. 1 30 RAIN BIRD 1806-SAM-PRS 12 SERIES MPR TURF SPRAY 6.0IN. POP-UP SPRINKLER WITH CO-MOLDED WIPER SEAL. 1/2IN. NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE, AND PRESSURE REGULATING. 4 30 RAIN BIRD 1806-SAM-PRS 15 SERIES MPR TURF SPRAY 6.0IN. POP-UP SPRINKLER WITH CO-MOLDED WIPER SEAL. 1/2IN. NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE, AND PRESSURE REGULATING. 206 30 RAIN BIRD 1812-SAM-PRS 15 STRIP SERIES SHRUB SPRAY 12IN. POP-UP SPRINKLER WITH CO-MOLDED WIPER SEAL. 1/2IN. NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE, AND PRESSURE REGULATING DEVICE. 5 30 RAIN BIRD 1812-SAM-PRS 12 SERIES MPR SHRUB SPRAY 12IN. POP-UP SPRINKLER WITH CO-MOLDED WIPER SEAL. 1/2IN. NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE, AND PRESSURE REGULATING DEVICE. 22 30 RAIN BIRD 1812-SAM-PRS 15 SERIES MPR SHRUB SPRAY 12IN. POP-UP SPRINKLER WITH CO-MOLDED WIPER SEAL. 1/2IN. NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE, AND PRESSURE REGULATING DEVICE. 89 30 HUNTER MP1000 PROS-06-PRS30-CV TURF ROTATOR, 6IN. POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 30 PSI, MP ROTATOR NOZZLE ON PRS30 BODY. M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC. 5 30 HUNTER MP2000 PROS-06-PRS30-CV TURF ROTATOR, 6IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 30 PSI, MP ROTATOR NOZZLE ON PRS30 BODY. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC. 7 30 HUNTER MP3000 PROS-06-PRS30-CV TURF ROTATOR, 6IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 30 PSI, MP ROTATOR NOZZLE ON PRS30 BODY. B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY 360 ARC. 40 30 HUNTER MP3500 PROS-06-PRS30-CV TURF ROTATOR, 6IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 30 PSI, MP ROTATOR NOZZLE ON PRS30 BODY. LB=LIGHT BROWN ADJUSTABLE ARC, 90-210. 20 30 HUNTER MP2000 PROS-12-PRS30-CV SHRUB ROTATOR, 12IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 30 PSI, MP ROTATOR NOZZLE ON PRS30 BODY. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC. 3 30 HUNTER MP3000 PROS-12-PRS30-CV SHRUB ROTATOR, 12IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 30 PSI, MP ROTATOR NOZZLE ON PRS30 BODY. B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY 360 ARC. 16 30 HUNTER MP3500 PROS-12-PRS30-CV SHRUB ROTATOR, 12IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 30 PSI, MP ROTATOR NOZZLE ON PRS30 BODY. LB=LIGHT BROWN ADJUSTABLE ARC, 90-210. 2 30 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI GPM RADIUS RAIN BIRD 5006-PC 1.5 TURF ROTOR, 6IN. POP-UP, PLASTIC RISER. ADJUSTABLE TO FULL CIRCLE. STANDARD ANGLE NOZZLE. 38 25 1.12 30' RAIN BIRD 5006-PC 2.0 TURF ROTOR, 6IN. POP-UP, PLASTIC RISER. ADJUSTABLE TO FULL CIRCLE. STANDARD ANGLE NOZZLE. 14 25 1.5 32' RAIN BIRD 5006-PC 2.5 TURF ROTOR, 6IN. POP-UP, PLASTIC RISER. ADJUSTABLE TO FULL CIRCLE. STANDARD ANGLE NOZZLE. 2 25 1.81 32' RAIN BIRD 5006-PC 3.0 TURF ROTOR, 6IN. POP-UP, PLASTIC RISER. ADJUSTABLE TO FULL CIRCLE. STANDARD ANGLE NOZZLE. 73 25 2.26 32' RAIN BIRD 5006-PC 4.0 TURF ROTOR, 6IN. POP-UP, PLASTIC RISER. ADJUSTABLE TO FULL CIRCLE. STANDARD ANGLE NOZZLE. 1 25 2.91 32' RAIN BIRD 5006-PC 5.0 TURF ROTOR, 6IN. POP-UP, PLASTIC RISER. ADJUSTABLE TO FULL CIRCLE. STANDARD ANGLE NOZZLE. 2 25 3.72 33' RAIN BIRD 5006-PC 6.0 TURF ROTOR, 6IN. POP-UP, PLASTIC RISER. ADJUSTABLE TO FULL CIRCLE. STANDARD ANGLE NOZZLE. 33 25 4.25 33' RAIN BIRD 6504-PC, FC 06 TURF ROTOR, 4.0IN. POP-UP, PLASTIC RISER, ADJUSTABLE AND FULL CIRCLE. WITH REMOVABLE SEAL-A-MATIC CHECK VALVE, 1IN. FEMALE THREADED INLET. 4 30 4.2 39' RAIN BIRD 6504-PC, FC (2) 04 TURF ROTOR, 4.0IN. POP-UP, PLASTIC RISER, ADJUSTABLE AND FULL CIRCLE. WITH REMOVABLE SEAL-A-MATIC CHECK VALVE, 1IN. FEMALE THREADED INLET. 20 50 3.7 37' RAIN BIRD 6504-PC, FC (2) 06 TURF ROTOR, 4.0IN. POP-UP, PLASTIC RISER, ADJUSTABLE AND FULL CIRCLE. WITH REMOVABLE SEAL-A-MATIC CHECK VALVE, 1IN. FEMALE THREADED INLET. 38 50 5.5 44' RAIN BIRD 6504-PC, FC (2) 08 TURF ROTOR, 4.0IN. POP-UP, PLASTIC RISER, ADJUSTABLE AND FULL CIRCLE. WITH REMOVABLE SEAL-A-MATIC CHECK VALVE, 1IN. FEMALE THREADED INLET. 37 50 7.4 46' RAIN BIRD 6504-PC, FC (2) 10 TURF ROTOR, 4.0IN. POP-UP, PLASTIC RISER, ADJUSTABLE AND FULL CIRCLE. WITH REMOVABLE SEAL-A-MATIC CHECK VALVE, 1IN. FEMALE THREADED INLET. 59 50 9.1 48' RAIN BIRD 6504-PC, FC (2) 12 TURF ROTOR, 4.0IN. POP-UP, PLASTIC RISER, ADJUSTABLE AND FULL CIRCLE. WITH REMOVABLE SEAL-A-MATIC CHECK VALVE, 1IN. FEMALE THREADED INLET. 6 50 11 50' RAIN BIRD 6504-PC, FC (2) 14 TURF ROTOR, 4.0IN. POP-UP, PLASTIC RISER, ADJUSTABLE AND FULL CIRCLE. WITH REMOVABLE SEAL-A-MATIC CHECK VALVE, 1IN. FEMALE THREADED INLET. 11 50 12.7 53' RAIN BIRD 8005 06 TURF ROTOR, 5.0IN. POP-UP, PLASTIC RISER, STANDARD NOZZLE. WITH SEAL-A-MATIC CHECK VALVE, ADJUSTABLE 50-330 ARC, AND 360 NON-REVERSING FULL-CIRCLE. 1IN. (26/34) NPT FEMALE THREADED INLET. EXTENDED RADIUS IS IDEAL FOR LARGE TURF APPLICATIONS. 4 60 6.1 41' RAIN BIRD 8005 08 TURF ROTOR, 5.0IN. POP-UP, PLASTIC RISER, STANDARD NOZZLE. WITH SEAL-A-MATIC CHECK VALVE, ADJUSTABLE 50-330 ARC, AND 360 NON-REVERSING FULL-CIRCLE. 1IN. (26/34) NPT FEMALE THREADED INLET. EXTENDED RADIUS IS IDEAL FOR LARGE TURF APPLICATIONS. 10 60 8.4 44' RAIN BIRD 8005 10 TURF ROTOR, 5.0IN. POP-UP, PLASTIC RISER, STANDARD NOZZLE. WITH SEAL-A-MATIC CHECK VALVE, ADJUSTABLE 50-330 ARC, AND 360 NON-REVERSING FULL-CIRCLE. 1IN. (26/34) NPT FEMALE THREADED INLET. EXTENDED RADIUS IS IDEAL FOR LARGE TURF APPLICATIONS. 1 60 10.1 48' RAIN BIRD 8005 12 TURF ROTOR, 5.0IN. POP-UP, PLASTIC RISER, STANDARD NOZZLE. WITH SEAL-A-MATIC CHECK VALVE, ADJUSTABLE 50-330 ARC, AND 360 NON-REVERSING FULL-CIRCLE. 1IN. (26/34) NPT FEMALE THREADED INLET. EXTENDED RADIUS IS IDEAL FOR LARGE TURF APPLICATIONS. 1 60 12 53' RAIN BIRD 8005 14 TURF ROTOR, 5.0IN. POP-UP, PLASTIC RISER, STANDARD NOZZLE. WITH SEAL-A-MATIC CHECK VALVE, ADJUSTABLE 50-330 ARC, AND 360 NON-REVERSING FULL-CIRCLE. 1IN. (26/34) NPT FEMALE THREADED INLET. EXTENDED RADIUS IS IDEAL FOR LARGE TURF APPLICATIONS. 109 60 14.3 55' EST CST SSTRCSLCS Q T H F 10 10 10 10 Q TQ FHT 12 12 12 12 12 Q TQ FHT 15 15 15 15 15 EST CST SSTRCSLCS E L R C S Q TQ FHT 12 12 12 12 12 Q TQ FHT 15 15 15 15 15 1000 2000 3000 3500 2000 3000 3500 1.5 2.0 2.5 3.0 4.0 5.0 6.0 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI RAIN BIRD PEB-IVM 1-1/2" 1-1/2IN. PLASTIC INDUSTRIAL SMART VALVES W/ FACTORY INSTALLED IVM-SOL. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. 66 RAIN BIRD PEB-IVM 1" 1IN. PLASTIC INDUSTRIAL SMART VALVES W/ FACTORY INSTALLED IVM-SOL. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. 12 RAIN BIRD PEB-IVM 2" 2IN. PLASTIC INDUSTRIAL SMART VALVES W/ FACTORY INSTALLED IVM-SOL. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. 25 RAIN BIRD 3-RC 3/4" 3/4IN. BRASS QUICK-COUPLING VALVE, WITH CORROSION-RESISTANT STAINLESS STEEL SPRING, THERMOPLASTIC RUBBER COVER, AND 1-PIECE BODY. 8 LEEMCO LBT-SS 3IN. (FPT X FPT) STAINLESS STEEL BALL VALVE 7 RAIN BIRD 300-BPES-PRS-D GLOBE W/ BIRD FD-101 3" 3IN. BRASS MASTER VALVE, WITH GLOBE CONFIGURATION, AND PRESSURE REGULATOR MODULE. WITH A PATENTED NYLON SCRUBBER THAT SCRAPES A STAINLESS STEEL SCREEN TO PREVENT DEBRIS BUILD-UP AND CLOGGING. 1 RAIN BIRD ESPLXIVMP-LXMM 240 STATION, 2-WIRE CONTROLLER W/ SMART VALVE TECHNOLOGY. (1) ESPLXIVMP 240-STATION, INDOOR/OUTDOOR, PLASTIC WALL-MOUNT ENCLOSURE. INSTALLED IN LXMM POWDER COATED, METAL WALL-MOUNTED CABINET. SYSTEM REQUIREMENTS: RAIN BIRD LXIVM-XXX INTEGRATED VALVE MODULES & 2-WIRE DEVICES. USE PAIGE ELECTRIC CABLE P7072D & RAIN BIRD WC20 DRY SPLICES ONLY. GROUND SYSTEM W/ (X) LXIVMSD SURGE DEVICE. 1 RAIN BIRD LXIVMSD SURGE DEVICE PROVIDES NECESSARY PROTECTION ON THE ESPLXIVM(P) CONTROLLER, 2 WIRE PATH. INSTALL (1) LXIVMSD EVERY 500FT OR 15 FIELD DEVICES (WHICHEVER IS SMALLER). 10 RAIN BIRD WR2-RFC WIRELESS RAIN AND FREEZE SENSOR COMBO, INCLUDES 1 RECEIVER AND 1 RAIN/FREEZE SENSOR TRANSMITTER. 1 RAIN BIRD FS-400-P 4IN. FLOW SENSOR, PLASTIC PVC MODEL. SUGGESTED OPERATING RANGE 40.0 GPM TO 500.0 GPM. SIZE FOR FLOW NOT ACCORDING TO PIPE SIZE. RAIN BIRD COMPATIBLE CONTROLLERS: ESP-LXIVM(P) | LXD | LXME2(P) | ME3, OR CONTROLLERS ACCEPTING CUSTOM K-FACTOR AND OFFSET. 1 WATERTRONICS - WMBV-5000-2-15-460-3-200-100 SINGLE PUMP CENTRIFUGAL SELF-ENCLOSED VFD PUMP STATION, 15HP, FLOWS UP TO 200 GPM, PRESSURES UP TO 100 PSI. UL LISTED PACKAGED PUMP STATION, PRESSURE DROP, FLOW BASED AND 24 VAC REMOTE START RELAY STARTING OPTIONS, FLOW SENSOR, TEMP VOLUTE SENSOR 1 POINT OF CONNECTION 4"1 IRRIGATION LATERAL LINE: PVC CLASS 160 SDR 26 1"16,740 L.F. IRRIGATION LATERAL LINE: PVC CLASS 160 SDR 26 1 1/4"1,845 L.F. IRRIGATION LATERAL LINE: PVC CLASS 160 SDR 26 1 1/4"2,944 L.F. IRRIGATION LATERAL LINE: PVC CLASS 160 SDR 26 1 1/2"2,400 L.F. IRRIGATION LATERAL LINE: PVC CLASS 160 SDR 26 2"3,333 L.F. IRRIGATION LATERAL LINE: PVC CLASS 160 SDR 26 2 1/2"284.4 L.F. IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 1"137.0 L.F. IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 1 1/2"12.9 L.F. IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 2"13.0 L.F. IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 2 1/2"60.2 L.F. IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 3"8,919 L.F. IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 4"292.4 L.F. PIPE SLEEVE: PVC SCHEDULE 40 2"164.1 L.F. PIPE SLEEVE: PVC SCHEDULE 40 2 1/2"13.1 L.F. PIPE SLEEVE: PVC SCHEDULE 40 3"10.4 L.F. PIPE SLEEVE: PVC SCHEDULE 40 6"816.9 L.F. PIPE SLEEVE: PVC SCHEDULE 40 8"106.3 L.F. MV C SP RS FS POC IRRIGATION SCHEDULE NUMBER MODEL SIZE TYPE GPM PSI PSI @ POC PRECIP 1 RAIN BIRD PEB-IVM 1-1/2"SHRUB SPRAY 31.44 35.1 42.0 1.82 in/h 2 RAIN BIRD PEB-IVM 1"SHRUB SPRAY 16.48 35.9 42.8 1.93 in/h 3 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 40.2 29.8 36.5 0.48 in/h 4 RAIN BIRD PEB-IVM 1-1/2"TURF SPRAY 36.07 35.7 42.1 0.99 in/h 5 RAIN BIRD PEB-IVM 1"TURF SPRAY 13.56 32.6 40.8 0.97 in/h 6 RAIN BIRD PEB-IVM 1"TURF SPRAY 9.55 32.1 41.4 0.92 in/h 7 RAIN BIRD PEB-IVM 1"TURF ROTARY 9.95 32.2 42.4 0.51 in/h 8 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 31.68 31.0 41.6 0.41 in/h 9 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 42.42 30.5 41.6 0.44 in/h 10 RAIN BIRD PEB-IVM 1"TURF ROTOR 11.98 27.4 39.1 0.39 in/h 11 RAIN BIRD PEB-IVM 1-1/2"TURF SPRAY 41.63 38.2 48.8 1.0 in/h 12 RAIN BIRD PEB-IVM 1"TURF ROTARY 18.1 33.6 45.4 0.28 in/h 13 RAIN BIRD PEB-IVM 1-1/2"TURF SPRAY 37 38.6 52.7 0.98 in/h 14 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 44.3 54.9 69.6 0.54 in/h 15 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 44 57.1 74.1 0.63 in/h 16 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 45.5 55.4 72.5 0.46 in/h 17 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 38.5 56.4 73.6 0.64 in/h 18 RAIN BIRD PEB-IVM 1"TURF ROTARY 18.1 33.9 52.2 0.45 in/h 19 RAIN BIRD PEB-IVM 1-1/2"TURF SPRAY 27.75 39.3 58.6 0.92 in/h 20 RAIN BIRD PEB-IVM 1-1/2"TURF SPRAY 33.84 35.6 55.0 0.78 in/h 21 RAIN BIRD PEB-IVM 1-1/2"TURF SPRAY 35.15 35.7 54.8 0.96 in/h 22 RAIN BIRD PEB-IVM 1-1/2"TURF SPRAY 30.04 35.4 53.6 0.82 in/h 23 RAIN BIRD PEB-IVM 1-1/2"TURF SPRAY 33.3 35.4 52.3 0.91 in/h 24 RAIN BIRD PEB-IVM 1"SHRUB SPRAY 16.01 33.9 46.1 1.44 in/h 25 RAIN BIRD PEB-IVM 1-1/2"TURF SPRAY 24.04 34.3 46.5 1.46 in/h 26 RAIN BIRD PEB-IVM 1"TURF ROTOR 14.89 28.0 40.3 0.44 in/h 27 RAIN BIRD PEB-IVM 1"TURF ROTOR 15.74 29.7 41.8 0.42 in/h 28 RAIN BIRD PEB-IVM 1"TURF ROTARY 17.08 34.8 46.6 0.29 in/h 29 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 24.28 29.3 41.1 0.51 in/h 30 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 35.03 29.9 42.2 0.5 in/h 31 RAIN BIRD PEB-IVM 1-1/2"TURF ROTARY 34.24 35.6 47.9 0.39 in/h 32 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 28.55 29.7 41.7 0.45 in/h 33 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 29.14 31.9 43.6 0.51 in/h 34 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 33.94 30.0 41.2 0.4 in/h 35 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 34.21 33.3 44.2 0.44 in/h 36 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 40.7 30.0 40.2 0.48 in/h 37 RAIN BIRD PEB-IVM 1-1/2"SHRUB SPRAY 22.18 34.4 43.5 1.32 in/h 38 RAIN BIRD PEB-IVM 1-1/2"SHRUB SPRAY 25.27 34.9 40.3 1.56 in/h 39 RAIN BIRD PEB-IVM 1-1/2"TURF SPRAY 33.6 36.4 41.2 0.91 in/h 40 RAIN BIRD PEB-IVM 1-1/2"SHRUB SPRAY 21.36 34.4 39.0 1.68 in/h 41 RAIN BIRD PEB-IVM 1-1/2"TURF SPRAY 24.34 34.5 39.1 1.9 in/h 42 RAIN BIRD PEB-IVM 1-1/2"SHRUB SPRAY 24.97 36.5 48.0 1.11 in/h 43 RAIN BIRD PEB-IVM 1-1/2"SHRUB SPRAY 25.28 36.8 48.4 1.12 in/h 44 RAIN BIRD PEB-IVM 1-1/2"SHRUB ROTARY 27.37 36.5 48.1 0.58 in/h 45 RAIN BIRD PEB-IVM 2"TURF ROTOR 57.2 69.5 82.5 0.43 in/h 46 RAIN BIRD PEB-IVM 2"TURF ROTOR 57.2 69.5 82.7 0.44 in/h 47 RAIN BIRD PEB-IVM 2"TURF ROTOR 57.2 69.5 82.7 0.44 in/h 48 RAIN BIRD PEB-IVM 2"TURF ROTOR 57.2 69.6 82.9 0.44 in/h 49 RAIN BIRD PEB-IVM 2"TURF ROTOR 57.2 69.6 83.1 0.44 in/h 50 RAIN BIRD PEB-IVM 2"TURF ROTOR 57.2 69.6 83.2 0.44 in/h 51 RAIN BIRD PEB-IVM 2"TURF ROTOR 57.2 69.6 83.6 0.43 in/h 52 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 44.4 58.8 72.5 0.34 in/h 53 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 37 58.8 72.5 0.3 in/h 54 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 44.4 58.5 72.1 0.35 in/h 55 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 29.6 57.3 70.9 0.32 in/h 56 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 25.9 58.6 72.0 0.41 in/h 57 RAIN BIRD PEB-IVM 2"TURF ROTOR 51.4 58.6 72.0 0.71 in/h 58 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 38.1 58.0 71.4 1.49 in/h 59 RAIN BIRD PEB-IVM 1"TURF ROTOR 16.8 36.4 49.6 0.54 in/h 60 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 34.9 56.3 68.9 0.79 in/h 61 RAIN BIRD PEB-IVM 2"TURF ROTOR 51.4 58.0 72.7 0.74 in/h 62 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 44.4 56.4 71.6 0.33 in/h 63 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 29.6 57.5 73.4 0.3 in/h 64 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 37 58.7 74.9 0.33 in/h 65 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 24.4 66.1 83.8 0.6 in/h 66 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 42.9 67.0 85.2 0.46 in/h 67 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 42.9 67.0 85.7 0.45 in/h 68 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 42 67.8 86.8 1.16 in/h 69 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 50.8 57.1 76.1 1.1 in/h 70 RAIN BIRD PEB-IVM 2"TURF ROTOR 71.5 69.6 87.6 0.46 in/h 71 RAIN BIRD PEB-IVM 2"TURF ROTOR 71.5 69.6 87.7 0.45 in/h 72 RAIN BIRD PEB-IVM 2"TURF ROTOR 71.5 69.6 87.9 0.46 in/h 73 RAIN BIRD PEB-IVM 2"TURF ROTOR 71.5 69.6 87.9 0.46 in/h 74 RAIN BIRD PEB-IVM 2"TURF ROTOR 71.5 69.6 88.0 0.46 in/h 75 RAIN BIRD PEB-IVM 2"TURF ROTOR 71.5 69.6 88.1 0.46 in/h 76 RAIN BIRD PEB-IVM 2"TURF ROTOR 57.2 68.9 87.4 0.46 in/h 77 RAIN BIRD PEB-IVM 2"TURF ROTOR 57.2 69.0 87.4 0.46 in/h 78 RAIN BIRD PEB-IVM 2"TURF ROTOR 57.2 68.9 87.0 0.46 in/h 79 RAIN BIRD PEB-IVM 2"TURF ROTOR 57.2 69.0 87.0 0.46 in/h 80 RAIN BIRD PEB-IVM 2"TURF ROTOR 71.5 69.5 87.2 0.46 in/h 81 RAIN BIRD PEB-IVM 2"TURF ROTOR 71.5 69.6 87.1 0.46 in/h 82 RAIN BIRD PEB-IVM 2"TURF ROTOR 71.5 69.5 86.7 0.46 in/h 83 RAIN BIRD PEB-IVM 2"TURF ROTOR 71.5 69.6 86.7 0.45 in/h 84 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 50.8 56.9 78.7 0.97 in/h 85 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 42 67.7 89.6 0.96 in/h 86 RAIN BIRD PEB-IVM 2"TURF ROTOR 57.2 69.3 91.3 0.48 in/h 87 RAIN BIRD PEB-IVM 2"TURF ROTOR 57.2 69.6 91.6 0.58 in/h 88 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 36.4 65.1 85.8 0.63 in/h 89 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 45.5 57.6 73.6 0.89 in/h 90 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 33 56.3 72.4 0.41 in/h 91 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 36.4 61.2 77.3 0.78 in/h 92 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 36.4 56.9 73.3 0.38 in/h 93 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 36.4 54.6 71.4 0.78 in/h 94 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 36.4 56.9 73.7 0.39 in/h 95 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 36.4 56.9 74.1 0.39 in/h 96 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 36.4 56.9 74.4 0.39 in/h 97 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 36.4 56.9 74.8 0.39 in/h 98 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 36.4 56.9 75.2 0.39 in/h 99 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 36.4 54.5 72.9 0.78 in/h 100 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 36.4 56.9 75.5 0.38 in/h 101 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 36.4 61.2 80.1 0.78 in/h 102 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 33 56.4 75.4 0.42 in/h 103 RAIN BIRD PEB-IVM 1-1/2"TURF ROTOR 45.5 57.5 76.6 0.89 in/h VALVE SCHEDULE I1.09 IRRIGATION SCHEDULES 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North NEW ROSEMOUNT MIDDLE SCHOOL Rosemount, Minnesota 55068 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MINNESOTA 55068 232086 09/11/2024 09/11/24 CITY RESUBMITTAL SET - NOT FOR BID DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. RICHARD W. KOECHLEIN 26678 09/11/2024 RWK RWK ADDENDUM #1 08/27/2024 A1 ADDENDUM #2 09/06/2024 A2 QUANTITIES ARE FOR REFERENCE ONLY. ALL LANDSCAPE AREAS WITHIN THE LIMITS SHALL BE IRRIGATED INCLUDING THE OCCASIONAL NEED TO INSTALL ADDITIONAL SPRINKLERS NOT SHOWN ON THE IRRIGATION PLANS. Page 144 of 349 I1.10 IRRIGATION DETAILS 3300 FERNBROOK LANE NORTH, SUITE 300 PLYMOUTH, MN 55447 Phone: (763) 544-7129 Email: plymouth@bolton-menk.com www.bolton-menk.com R Check: Drawn: Date: Comm: H G F E D C B A 1 2 3 4 5 6 7 8 109 C MN Revisions Description Date Num Scale: North NEW ROSEMOUNT MIDDLE SCHOOL Rosemount, Minnesota 55068 Independent School District #196 3455 153RD STREET WEST ROSEMOUNT, MINNESOTA 55068 232086 09/11/2024 09/11/24 CITY RESUBMITTAL SET - NOT FOR BID DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. RICHARD W. KOECHLEIN 26678 09/11/2024 RWK RWK ADDENDUM #1 08/27/2024 A1 ADDENDUM #2 09/06/2024 A2 NOTES: A.ALL WIRE SPLICING SHALL BE MADE WITH APPROVED CONNECTIONS. B.MAKE ALL WIRE SPLICES IN VALVE BOXES. C.LEAVE A MINIMUM OF 24" EXTRA WIRE AT ALL SPLICE POINTS. D.MAXIMUM DISTANCE FROM DECODER TO VALVE = 150 FT. E.MAXIMUM WIRE LENGTH = 10,200 FT. F.WIRE LENGTHS INCLUDE MASTER VALVE AND #16 2 WIRE TWO-WIRE PATHS EXAMPLE2 I1.10 NOT TO SCALE WIRE PATH #2 MASTER VALVE WIRE PATH #1 120 VAC POWER RAIN SENSOR CONTROLLER SHOWN AS REFERENCE ONLY FLOW SENSOR LIGHTNING ARRESTOR AT CONTROLLER, END OF MAINLINE, AND EVERY 500 FEET PIPE BENEATH PAVEMENT5 I1.10 NOT TO SCALE NOTES: 1. SEE IRRIGATION LEGEND FOR MAINLINE AND LATERAL LINE PIPE SIZES AND TYPE. 2. ALL SLEEVES SHALL BE SCHEDULE 40 PVC PIPE. 3. ALL SLEEVES SHALL EXTEND 12" BEYOND THE EDGE OF PAVEMENT. 4.END OF SLEEVES SHALL BE LOCATED WITH A WOODEN STAKE OR PVC PIPE. LOCATORS SHALL RUN CONTINUOUSLY FROM THE END OF THE SLEEVE TO FINISHED GRADE. 3' - 0 " CLEAN BACKFILL, 95% RELATIVE COMPACTION UNDER PAVING OR PER CIVIL ENGINEER'S PLANS DECODER CONTROL WIRES, SLEEVE UNDER PAVING. INSTALL ADJACENT TO PRESSURIZED MAINLINE. BUNDLE SHALL BE NO MORE THAN 50% OF PIPE DIAMETER. MAINLINE, SLEEVE UNDER PAVING TO BE TWO TIMES THE DIAMETER OF THE PRESSURIZED MAINLINE PIPE. NON-PRESSURIZED LATERAL LINE, SLEEVE UNDER PAVING TO BE TWO TIMES THE DIAMETER OF THE LATERAL LINE. PAVEMENT BASE ROCK MASTER VALVE & FLOW SENSOR9 I1.10 NOT TO SCALE 24" MINIMUM 5X DIAMETER OF PIPE 10X DIAMETER OF PIPE FLOW FLOW METER AS SPECIFIED (2 WIRES TO CONTROLLER) 2 X 12 PVC SCH 80 PIPING. PVC MAIN LINE WITH REDUCING BUSHING. FINISHED GRADE 2 X 6 X 16 CONCRETE WALL CAPS, TWO PER BOX, ONE EACH SIDE. WATER PROOF CONNECTORS. 2 X 24 PVC SCH 80 TOE PIPING. PVC SCH 80 2"X8" NIPPLE. MASTER VALVE AS SPECIFIED. SPECIFIED RECTANGULAR SERVICE BOXES WITH EXTENTIONS AS NEEDED. NOTE: INLET PIPE ENTERING METER: LENGTH MUST BE A MIN. OF 10 X PIPE DIA. OUTLET PIPE LEAVING METER: LENGTH MUST BE MIN. OF 5 X PIPE DIA. INLET AND OUTLET PIPE MUST BE STRAIGHT PIPE WITH NO FITTINGS OR TURNS UNTIL AFTER THESE SPECIFIED LENGTHS. PIPE AND FITTINGS MAY BE SCH 80 PVC SOLVENT WELD, THREADED SCH 80 PVC OR BRASS, AS REQUIRED FOR PROJECT. TWO WIRES TO FLOW SENSOR TERMINALS AT CONTROLLER. MIN. 18 AWG-UF (2.08 mm2) SHIELDED WIRE WITH DIFFERENT COLOR FROM CONTROL/COMMON WIRE. FINISH GRADE 10" CIRCULAR SERVICE BOX W/ COVER QUICK COUPLING VALVE 3' SECTION FENCE POST SECURE Q.C.V. ASSEMBLY WITH STAINLESS STEEL GEAR CLAMPS CONTINUOUS BRICK SUPPORTS (4 MIN) GRAVEL SUMP (1 CU. FT.) PVC MAINLINE MANUFACTURED SWING JOINT QUICK COUPLER11 I1.10 NOT TO SCALE IRRIGATION TRENCHING4 I1.10 NOT TO SCALE 12 " I N PL A N T I N G AR E A 24" MIN. 1' - 6 " I N P L A N T I N G A R E A 6" NOTES: 1. SEE IRRIGATION LEGEND FOR MAINLINE AND LATERAL LINE PIPE SIZES AND TYPE. 2. DIRECT BURIAL DECODER CONTROL WIRES SHALL BE INSTALLED IN SCHEDULE 40 PVC ELECTRICAL CONDUIT IF REQUIRED. 3. 2-WIRE DECODER CONTROL WIRE SHALL BE INSTALLED IN SCHEDULE 40 PVC ELECTRICAL CONDUIT. 4.DETECTABLE LOCATOR TAPE SHALL BE LOCATED SIX INCHES (6") ABOVE THE ENTIRE MAINLINE RUN. PAVEMENT NON-PRESSURIZED LINE (LATERAL LINE). DETECTABLE LOCATOR TAPE. PRESSURIZED LINE (MAIN LINE). FINISHED GRADE DIRECT BURIAL DECODER CONTROL WIRES. 1'-0"1'-0"1'-0"1'-0" BV IC V MV QC V GR JUMBO RECTANGULAR VALVE BOX (22" X 16" X 12") STANDARD RECTANGULAR VALVE BOX (18" X 12" X 12") 1'- 0" Typ. # 1 # 2 # 2 # 3 # 4 EXAMPLE POTABLE WATER SYSTEM ON CONTROLLER 'A', REMOTE CONTROL VALVE STATION # 3. NOTES: 1. VALVE BOX # 1 THRU # 3 SHALL HAVE STAINLESS STEEL LOCKING HARDWARE. 2. VALVE BOXES SHALL BE LABELED BY HOT IRON BRANDING OR ALUMINUM ASPHALTIC BASE WATER PROOF PAINT. 3. LOCATE VALVE ASSEMBLIES IN PLANTING AREA WHEN POSSIBLE. 4. VALVE LOCATIONS SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 5. VALVE BOXES SHALL BE CENTERED ABOVE VALVE ASSEMBLIES TO FACILITATE ACCESS AND MAINTENANCE. 6. VALVE BOXES SHALL BE FLUSH WITH FINISHED GRADE. 7. VALVE BOXES SHALL BE SET PARALLEL TO EACH OTHER AND PERPENDICULAR TO THE EDGE OF PAVEMENT. 8. SEE OTHER IRRIGATION DETAILS FOR FURTHER INFORMATION. STANDARD RECTANGULAR VALVE BOX (18" X 12" X 12") CIRCULAR VALVE BOX (10" D) CIRCULAR VALVE BOX (6" D) PAVEMENT, WALL, OR BUILDING. SERVICE BOX REQUIREMENTS8 I1.10 NOT TO SCALE Wa t e r t y p e Co n t r o l l e r De s i g n a t i o n Bo x s i z e Li d C o l o r Identification Guide PW PW PW PW PW PW PW PW PW PW A A A A A A A A A A MV FS IV ARV QCV RCV MS GR SB FC # 2 # 2 # 2 # 4 # 3 # 2 # 2 # 4 # 3 # 3 Green Green Green Green Green Green Green Green Green Green Master valve Flow sensor Isolation Valve Air release valve Quick coupler valve Remote control valve Moisture sensor Grounding rod Splice box Future connection PW A DFV # 3 Green Drip Flush Valve 6" ROTARY SPRINKLER14 I1.10 NOT TO SCALE FINISHED GRADE POP-UP ROTARY SPRINKLER SWING JOINT LATERAL TEE OR ELBOW LATERAL PIPE 6" POP-UP SPRAY SPRINKLER15 I1.10 NOT TO SCALE FINISHED GRADE POP-UP SPRAY SPRINKLER SWING JOINT LATERAL TEE OR ELBOW LATERAL PIPE NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS EXCEPT AT SPRINKLER HEAD. 12 " M I N I M U M B E L O W G R A D E 4" TO CURB OR WALK SHRUB SPRAY HIGHPOP ASSEMBLY16 I1.10 NOT TO SCALE DO NOT USE SIDE INLET HIGH POP SPRINKLER TRIPLE SWING ASSEMBLY: (1) 8" SCH 80 THREADDED NIPPLE (3) MARLEX STREET ELLS INLET SIZE DIAMETERS LATERAL LINE ELL CROSS TEE 45° ELL 45° ELL WYE NOTES: SUPPLY LINES 3-INCHES IN DIAMETER AND LARGER SHALL RECEIVE CONCRETE THRUST BLOCKS. PIPE (TYP.) REBAR BENT AROUND FITTING (TYP.) FITTING (TYP.) CONCRETE THRUST BLOCK (TYP.) UNDISTURBED SOIL (TYP.) THRUST BLOCK7 I1.10 NOT TO SCALE WALL MOUNT IRRIGATION CONTROLLER WITH RAIN SENSOR1 I1.10 NOT TO SCALE WR2WIRELESS SENSOR IRRIGATION CONTROLLER: RAIN BIRD ESPLXIVM-PRO CONTROLLER WITH FLOW SMART MODULE IN PLASTIC CABINET WITH WALL MOUNT. INSTALL CONTROLLER AND CABINET ON WALL PER MANUFACTURER'S RECOMMENDATIONS RAIN BIRD WR2 WIRELESS SENSOR CONTROLLER INTERFACE 1.FOR BEST PERFORMANCE. THE CONTROLLER INTERFACE SHOULD BE INSTALLED AT LEAST FIVE FEET ABOVE THE GROUND. 2.IT IS RECOMMENDED THAT THE CONTROLLER INTERFACE BE INSTALLED AWAY FROM SOURCES OF ELECTRICAL INTERFERENCE (SUCH AS TRANSFORMERS, GENERATORS, PUMPS, FANS, ELECTRICAL METER BOXES) AND METAL OBJECTS TO MAXIMIZE COMMUNICATION RANGE JUNCTION BOX 1" CONDUIT AND FITTINGS TO POWER SUPPLY POWER SUPPLY WIRE 2" CONDUIT AND FITTINGS FOR STATION WIRES DECODER CONTROL WIRES CABLE HARNESS FOR CONTROLLER INTERFACE (30" MAXIMUM) RAIN BIRD WR2 SENSOR NOTES: 1.FOR EASE OF INSTALLATION INTO A CONTROLLER WITH MORE THAN 24 STATIONS, INSTALL A JUNCTION BOX AT THE BASE OF CONTROLLER AND TRANSITION LARGER VALVE AND COMMON WIRES FROM FIELD TO 18 AWG MULTI CONDUCTOR WIRE TO BE USED IN CONTROLLER. 2.USE STEEL CONDUIT FOR ABOVE GRADE AND SCH 40 PVC CONDUIT FOR BELOW GRADE CONDITIONS. 3.PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE GROUND RESISTANCE OF 10 OHMS OR LESS. SENSOR NOTES: 1.SENSOR MAY BE MOUNTED ON FENCE, FENCE POST, GUTTERS, OR BUILDING WALLS. 2.SENSOR SHOULD NOT BE MOUNTED UNDER TREES, EAVES, OR IN AREAS AFFECTED BY SPRINKLER SYSTEM OPERATION. ROTOR POP-UP SPRINKLER FALCON 6504 13 I1.10 NOT TO SCALE FINISH GRADE ROTOR POP-UP SPRINKLER: RAIN BIRD FALCON 6504 F4-FC/PC-HS PRE-FABRICATED SWING JOINT LATERAL PIPE PVC SCH 40 TEE OR ELL JOINT RESTRAINTS6 I1.10 NOT TO SCALE TEE RESTRAINT TYPICAL DUCTILE IRON FITTING WITH RESTRAINT LUGS. FITTINGS SHALL HAVE DEEP BELL PUSH-ON JOINTS WITH GASKETS. TYPICAL DUCTILE IRON FITTING WITH RESTRAINT LUGS. FITTINGS SHALL HAVE DEEP BELL PUSH-ON JOINTS WITH GASKETS. TYPICAL DUCTILE IRON GRIP RING AT PIPE. TYPICAL DUCTILE IRON GRIP RING AT PIPE. TYPICAL IPS PVC PIPE, PREPARED FOR FITTING AS PER NOTES AND MFG DIRECTIONS TYPICAL IPS PVC PIPE, PREPARED FOR FITTING AS PER NOTES AND MFG DIRECTIONS SPIGOT END OF REDUCER INSERTING INOT THE BELL OF JOINT. "LOCK" REDUCER TO MAIN FITTING. REDUCE PIPE AS REQUIRED 90 DEGREE BEND TYPICAL DUCTILE IRON GRIP RING AT PIPE. TYPICAL DUCTILE IRON FITTING WITH RESTRAINT LUGS. FITTINGS SHALL HAVE DEEP BELL PUSH-ON JOINTS WITH GASKETS. TYPICAL IPS PVC PIPE, PREPARED FOR FITTING AS PER NOTES AND MFG DIRECTIONS. 45 DEGREE BEND TYPICAL DUCTILE IRON GRIP RING AT PIPE. TYPICAL DUCTILE IRON FITTING WITH RESTRAINT LUGS. FITTINGS SHALL HAVE DEEP BELL PUSH-ON JOINTS WITH GASKETS. TYPICAL IPS PVC PIPE, PREPARED FOR FITTING AS PER NOTES AND MFG DIRECTIONS. NOTE : A.RESTRAIN ALL PIPE JOINTS WITHIN 20FT WITH PIPE TO PIPE RESTRAINT. B.JOINT RESTRAINTS REQUIRED ON ALL MAINLINE PIPE 4" AND LARGER 1.REVIEW THE MANUFACTURER PIPE PREPARATIONS DIRECTIONS FOR CUTTING THE PIPE, CLEANING, MARKING, LUBRICATING, ALIGNING, AND FITTING. 2.INSERT THE BEVELED SPIGOT PIPE INTO THE FITTING. 3.ASSEMBLE GRIP RING ON PIPE AND TIGHTEN CLAMP BOLTS PER MFG DIRECTIONS. 4.SLIDE I-BOLTS THROUGH SLOTS IN GRIP RINGS AND AROUND FITTING LUGS, TIGHTEN TO MFG SPECS. ISOLATION VALVE10 I1.10 NOT TO SCALE 18" BELOW GRADE FOUR COMMON BRICK SUPPORTS. 10" DIA. PVC PIPE EXTENSION, LENGTH AS REQUIRED. PVC MAIN LINE. SLIP/THREAD COUPLING. 6" LONG SCHEDULE 80 THREADED NIPPLE. SET BOX FLUSH TO GRADE AT LAWN. SET BOX 2" ABOVE GRADE AT SHRUBS. ISOLATION VALVE AS SPECIFIED. FINISH GRADE. 10" DIAMETER ROUND SERVICE BOX, SEE SPECIFICATIONS. 12 " ( M I N ) NOTES: 1. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL. 2. THOROUGHLY FLUSH ALL WATER LINES BEFORE INSTALLING VALVES. 3. ALL WIRES SPLICES TO BE MADE INSIDE VALVE BOXES. 18" x 12" SERVICE BOX W/ COVER WATER PROOF CONNECTION (1 OF 2) 30" LINEAR LENGTH OF WIRE, COILED REMOTE CONTROL VALVE FINISH GRADE WATER PROOF CONNECTION (2 OF 2) DECODER PVC MAINLINEGRAVEL SUMP (1 CU. FT.) BRICK SUPPORTS (1 OF 4) DECODER / VALVE BOX AND SUMP12 I1.10 NOT TO SCALE LIGHTNING ARRESTOR3 I1.10 NOT TO SCALE FINISHED GRADE 3M DBR/Y -6 SPLICE DECODER WIRE PATH SURGE ARRESTOR SERVICE BOX GROUND WIRE OF LIGHTNING ARRESTOR CONNECTED TO GROUND ROD USING BRASS CLAMPS BRASS CLAMPS 5/8" DIA. X8 COPPER CLAD GROUND ROD DRIVEN INTO GROUND WITH TOP OF ROD A MIN OF 6" BELOW GRADE. 50 OLMS OR LESS. GRAVEL SUMP THE LIGHTNING ARRESTOR SHOULD BE INSTALLED IN EACH OF THE FOLLOWING SCENARIOS: 1.NEAR THE 2-WIRE IRRIGATION CONTROLLER: THE LIGHTNING ARRESTOR SHOULD BE SPLICED INTO EACH 2-WIRE PATH IMMEDIATELY AFTER THE CONTROLLER IN THE CLOSEST LOCATION THAT THE LIGHTNING ARRESTOR CAN PROPERLY BE GROUNDED; THIS PROVIDES SURGE PROTECTION FOR THE 2-WIRE IRRIGATION CONTROLLER. 2.ALONG 2-WIRE PATH: THE LIGHTNING ARRESTOR SHOULD BE SPECIFIED INTO THE 2-WIRE PATH EVERY 500 FT OR EVERY 5 DECODERS, WHICHEVER IS SMALLER, AND AT THE END OF ANY 2-WIRE PATH BRANCH LONGER THAN 25 FT. 3.AT THE END OF THE 2-WIRE PATH: THE LIGHTNING ARRESTOR SHOULD BE INSTALLED AT THE END OF EACH 2-WIRE PATH BRANCH 25 FT OR LONGER WHEN USING A STAR CONFIGURATION. Page 145 of 349 Page 146 of 349 Page 147 of 349 Page 148 of 349 Page 149 of 349 Page 150 of 349 Page 151 of 349 Page 152 of 349 Page 153 of 349 Page 154 of 349 Page 155 of 349 Page 156 of 349 Page 157 of 349 Page 158 of 349 Page 159 of 349 Page 160 of 349 Page 161 of 349 Page 162 of 349 Page 163 of 349 M:\026152-000\From -To\Data\20240731 Rosemount MS Submittal\026152-000 ISD 196 Rosemount MS - Engineering Review Memo 20240820.docx 7 0 1 X E N I A A V E N U E S | S U I T E 3 0 0 | M I N N E A P O L I S , M N | 55 4 1 6 | 7 6 3 . 5 4 1 . 4 8 0 0 | W S B E N G . C O M Memorandum To: Nick Egger, Director of Public Works From: Monica Heil, WSB Amanda Sachi, WSB Kris Keller, WSB John LaPointe, WSB Henry Meeker, WSB Date: August 20, 2024 Re: Independent School District 196 – Middle School and Boulder Trail Utility Extensions Engineering Review WSB Project No. 026152-000 We have reviewed the documents provided by Wold and by Bolton and Menk on July 30, 2024. Documents reviewed include: • ISD 196 Middle School - Site Plans, dated 7/31/2024 • ISD 196 Middle School Site Plans, dated 7/31/2024 • ISD 196 Middle School Existing HydroCAD Report, dated 7/28/2024 • ISD 196 Middle School Proposed HydroCAD Report, dated 7/28/2024 • ISD 196 Middle School Dead Storage Calculations, dated 7/31/2024 • ISD 196 Middle School Infiltration Calculations, dated 7/31/2024 • Boulder Trail Utility Street and Utility Plans, dated August 6th, 2024 Additional redline comments are provided on the submitted civil plans. Applicant should provide responses to each comment and redline comment. We offer the following comments below. Engineering Review: 1. General a. The project consists of the construction of a middle school campus with building, parking, and adjacent recreational and stormwater facilities 2. Site Demolition Plan a. No comments. 3. Geometric/Finishing Plans a. Call out areas of tip-out curb Page 164 of 349 Independent School District 196 – Middle School Engineering Review August 20, 2024 Page 2 4. Utility Plans Watermain Comments: 1. General a. Consider constructing the 12-inch diameter DIP water main with a positive slope from the end of the line near Station 47+25 (where the water main is capped) to the point of connection to the existing water main along Biscayne Avenue. High points in the water main should be avoided, if possible. b. Call out all proposed water fittings c. Fire Marshal to review fire coverage and emergency access i. Provide turning movements for access to hydrants on site d. Insulate at crossings where the vertical separation between the water and the storm sewer is less than 36” 2. Air Release Valves & Manholes a. The Minnesota Department of Health uses Ten States Standards for Water Works as the guide for the design of water system improvements. Ten States Standards for Water Works states, “At high points in water mains where air can accumulate provisions shall be made to remove the air by means of air relief valves.” If the water main elevations shown in the profile on Sheet C4.01 are utilized, an air relief valve should be provided on the high point at Station 40+25. There is a second high point at Station 42+54.01. The fire hydrant at Station 42+54.01 could be used as a manual air relief valve for the high point at that location. Sanitary Sewer Comments: 1. Sheet C4.01: a. On Sheet C4.01, the 8-inch diameter DIP forcemain should be connected into the raw wastewater interceptor sewer at MH 154 (see snippet from record drawings below) via an outside drop instead of MH 5 (effluent water to river) where it is shown on the Bolton & Menk drawings. Alternatively, a connection could be made using the construction of a new manhole over the top of the existing interceptor line, in accordance with standards and specifications of MetCouncil Environmental Services and the City. b. On Sheet C4.01, consideration should be given to the design and construction of a gravity sanitary sewer main extending eastward from the 48-inch diameter raw wastewater interceptor to a point 400 – 500 feet east of the interceptor for future development on the north side of Boulder Trail. Page 165 of 349 Independent School District 196 – Middle School Engineering Review August 20, 2024 Page 3 Note: North is to the right on the drawing above. 3. Sheet C4.02: a. On Sheet C4.02, we recommend constructing the sanitary sewer west of Manhole MH-1 in the center of the street until the sewer is directly south of the lift station, then turning north by use of a manhole and going into the lift station directly from the south. Going diagonally across the property immediately east of the lift station could cause conflicts with future developments. 4. Landscape Plans a. No comments. 5. Details & Specifications a. No comments. 6. Transportation a. Concept Boulder Trail extension to the east had been previously discussed. The City desires to review concept alignment for future extension of the roadway to the east to review grading tie-ins, for in the short term and the permanent stages. b. Vehicle access from Boulder Trail i. Coordinate site construction with Boulder Trail construction. Page 166 of 349 Independent School District 196 – Middle School Engineering Review August 20, 2024 Page 4 c. Fire official to review emergency access i. Provide emergency vehicle turning movements with access to all hydrants d. Clarify the use of standard stalls in the bus lot. i. What and how will those be accessed for Grading, Drainage, and Erosion Control Comments: 1. General a. A NPDES permit will be required since over an acre of disturbance is proposed. b. Signed plans will be required for final permit approval. c. Please combine the stormwater calculations and reports with narrative in a stormwater management plan document for ease of future review. d. Existing conditions and removals plan sheets are needed for the site. e. Clarify intended phasing of grading for the future extension of Boulder Trail eastward. Current plans rely on this grading to form the southern slope of the BMP basin, but do not indicate how grading will occur offsite. 2. Ponds and Wetlands a. Applicant to clarify how the Pond A NWL is intended to be 920 with an outlet elevation of 922. b. Native seeding must cover the infiltration basin surface. c. Defined maintenance routes to outfalls and BMPs must be specified on the plans. Removal of shrub plantings at outfalls is recommended for maintenance access. 3. Emergency Overflow Routes: a. Applicant to show the emergency overflow elevations and locations for all proposed basins and site low points on the plans. 4. Retaining Walls: a. Retaining walls exceeding 4’ in height shall require a plan prepared by a licensed engineer submitted for review and approval by the Building Official prior to permit issuance. 5. Erosion Control: a. An erosion control note must be included specifying that final infiltration basin excavation will only be graded once site stabilization has been achieved. 6. Grading: a. No comments. Stormwater Management Plan: 1. General Storm Sewer Design a. Storm sewer capacity calculations must be provided to confirm storm sewer is sized for the 10-year storm event. b. The storm sewer profiles besides those on sheet C4.09 need labels. Page 167 of 349 Independent School District 196 – Middle School Engineering Review August 20, 2024 Page 5 i. Profiles must also include utility crossings. Insulation is needed for any crossings within 36” of vertical separation. c. The furthest downstream storm sewer structure prior to draining to a pond must have a 3’ sump to capture sediment. d. While the BMP OCS detail is provided, it is not shown in the utility plan sheets. Additionally, the inlet skimmer pipe and trunk manhole structures must be shown. e. Pipes flowing to BMP inlets must be designed with maximum flow velocities of 6 ft/s. Current pipes are too steep. f. Catchbasins 118, 130, and 228 appear to have undersized structure diameters considering the pipe sizes and angles proposed. Confirm constructability. g. Parking lot concrete gutter pan section needs to as wide as or tapered to match width/depth of all curb inlet grates. h. Revise the backsloped pipe from CB 219 to CB 218. i. CB 229 is recommended to be shifted to provide greater horizontal separation from the sanitary manhole. j. Connecting draintile to storm sewer is recommended where possible to reduce nuisance drainage concerns. 2. Water Quantity a. All drainage must be accounted for. Based on existing ground, it appears areas north of the site will surface flow onto the site. b. Proposed drainage area delineation must be revised to follow grading on the northwest region of the site. It is unclear how runoff there will be captured in site storm sewer. c. The drainage maps must be updated to include the offsite 107 acres draining to a future BMP. d. Applicant to provide further detail and mapping of local low points in snowmelt modeling. 3. Rate/Volume Control a. Applicant to clarify the HydroCAD modeled EOF. It is unclear where flows go from there and how they may be impacted by future extension of Boulder Trail. i. Stage storage should also be extended up to this outflow device for accurate modeling in HydroCAD. 4. Freeboard a. No comments. 5. Water Quality a. Infiltration calculations must be provided based on City requirements of basin area (not counting basin side slopes) sized to 1/12 ac-ft/ac/day for the entire site area. The following formula can be used to determine this area: 𝑅𝑐𝑞𝑞�ℎ𝑞𝑐𝑐 𝐴𝑞𝑐𝑎 (𝑎𝑐)=𝑅�ℎ𝑞𝑐 𝐴𝑞𝑐𝑎 (𝑎𝑐) 𝐼𝑛𝑐�ℎ𝑙𝑞𝑞𝑎𝑞�ℎ𝑛𝑛 𝑅𝑎𝑞𝑐 (�ℎ𝑛�𝑞⁄) ∗0.0416 (𝑐𝑛𝑛𝑞𝑐𝑞𝑞�ℎ𝑛𝑛 𝑐𝑎𝑐𝑞𝑛𝑞) Page 168 of 349 Independent School District 196 – Middle School Engineering Review August 20, 2024 Page 6 b. For design purposes, a maximum infiltration rate of 3 in/hr will be considered by the City Engineer based on the high infiltration rates demonstrated in the provided infiltrometer testing. c. Final infiltration rates of the constructed basin will need to be shown as less than 8.3 in/hr based on NPDES permit requirements. Soils amendments will be required as needed to reach this upper limit. 6. Easements a. No comments for stormwater review based on plat documents dated July 26, 2024. Stormwater stormwater basins and storm trunk lines are bounded by sufficiently large D&U easements to capture the HWLs and pipe depth at 1:1 excavation slopes. b. Beyond what has been proposed for permanent easements for lift station purposes, construction easements may be required to accommodate construction of 30-foot deep lift station and gravity sewers. Page 169 of 349 >> >> >> >> >>>>>>>>>>>>>>>>>>>>>>>> >>>> >> >> H H G E H H HFF F F F U B G F B D D D C C C C C C C C C C C C C C C C C C C G G G G G G G G G G E E G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G O U EEE OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU OU F F F F F F F F F F F F F F F F F F F F F F F F F F F F S S >> GGGGGGGGGGGGGGGGGGGGGG lllllllllllllllllllllllllllllllllllllllll G G G >>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>> > > > > > l l l l l l l l l >>>>>> > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> l l l FFFFFFFFFFFFFFFFFFFFFFFFFFFFFF FFFFFFFFFFFFFFF CCCCCCCCCCCCCCCCCCCCCC F F F F F F F F FFFFFFF X X X X X X X X X X X X X X X X X X S X X X X X X X X X X X X X X X >>>>>>>>>>>>>>>>>>>>>> > > >> >> >> > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> 37 + 0 0 38 + 0 0 39 + 0 0 BP: 37+00.00 24 " R C P 21" RCP 21" RCP 15" RCP 15" RCP 27 " R C P 21" RCP 15 " R C P 15 " RC P 15 " R C P 10 " P V C 12" PVC 66" RCP 48" CCF 12" DIP SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ W O L D _ P R \ 0 V 1 1 3 1 8 1 2 \ C A D \ C 3 D \ 1 3 1 8 1 2 C 0 0 1 ( E X I S T I N G C O N D . ) . d w g 8/ 6 / 2 0 2 4 1 1 : 5 9 : 4 2 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.ROSEMOUNT, MINNESOTA ISD 196 NEW MIDDLE SCHOOL 1131812DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MATTHEW R. BLAZER, P.E. 56110 MM/DD/YYYY MB JB MB 12224 NICOLLET AVENUE BURNSVILLE, MN 55337 Phone: (952) 890-0509 Email: Burnsville@bolton-menk.com www.bolton-menk.comR C0.01EXISTING CONDITIONS & REMOVALS BOULDER TRAIL & BISCAYNE AVENUE FEETSCALE 0 25 50 HORZ. SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ W O L D _ P R \ 0 V 1 1 3 1 8 1 2 \ C A D \ C 3 D \ 1 3 1 8 1 2 C 0 0 1 ( E X I S T I N G C O N D . ) . d w g 8/ 6 / 2 0 2 4 1 1 : 5 9 : 4 2 A M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.ROSEMOUNT, MINNESOTA ISD 196 NEW MIDDLE SCHOOL 1131812DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MATTHEW R. BLAZER, P.E. 56110 MM/DD/YYYY MB JB MB 12224 NICOLLET AVENUE BURNSVILLE, MN 55337 Phone: (952) 890-0509 Email: Burnsville@bolton-menk.com www.bolton-menk.comR REMOVE 12" X 8" REDUCER (FIELD VERIFY) REMOVE CONCRETE C&G (TYP.)ROW (TYP.) BISCAYNE AVE BO U L D E R T R A I L PROTECT EXISTING GV & BOX PROTECT EXISTING SANITARY SEWER MANHOLE REMOVE BITUMINOUS PAVEMENT SAWCUT LEGEND REMOVE PIPEXXXXXXXXXXX CB R= 947.46 I= S 943.42 I= SUMP 941.12 STRM MH R= 947.72 I= N 943.36 I= S 942.84 I= E 936.31 I= W 936.10 CB R= 947.45 I= S 943.61 I= N 943.00 I= SUMP 941.26 FES I= 944.72 STRM MH R= 946.85 I= S 938.23 I= N 937.99 I= W 936.75 SSWR MH R= 947.15 I= E 935.77 I= S 935.75 I= W 935.73 SSWR MH R= 949.26 CB R= 947.56 I= E 943.80 I= SUMP 941.56 CB R= 947.79 I= W 943.79 I= SUMP 941.57 STRM MH R= 948.16 I= E 943.34 I= W 943.12 I= S 939.12 I= N 939.09 SAWCUT CONCRETE C&G (TYP.) SAWCUT BITUMINOUS (TYP.) REMOVE 8" WM REMOVE CONCRETE CURB AND GUTTER REMOVE SAN SWR & BULKEAD BISCAYNE AVE REMOVE STRM MH REMOVE 15" RCP PROTECT EXISTING MH R STRM MH R= 950.35 I= W 939.84 I= N 939.84 STRM MH R= 945.75 I= W 939.90 I= E 939.90 FES I= 940.00 SAN MH R= 951.25 I= S 936.54 I= W 936.54 I= N 936.44 Page 170 of 349 900 905 910 915 920 925 930 935 940 945 900 905 910 915 920 925 930 935 940 945 44+50 45+00 46+00 47+00 47+25 92 9 . 2 92 8 . 7 92 8 . 2 92 7 . 9 92 7 . 4 92 6 . 8 92 6 . 4 92 5 . 9 92 5 . 4 92 5 . 0 92 4 . 5 92 4 . 2 93 2 . 7 8 93 2 . 1 9 93 1 . 7 0 93 1 . 3 2 93 1 . 0 4 93 0 . 7 9 93 0 . 5 4 93 0 . 2 9 93 0 . 0 4 92 9 . 7 9 92 9 . 5 4 92 9 . 2 9 PROPOSED CL PROFILE EXISTING SURFACE PROFILE I=919.05 18" E I=919.05 18" NW 46+99.12, 0.00' R=929.55 MH-1 279' - 18" PVC @ 0.40%279' 18" PVC@ 0.40% 12" WM 12" WM 1.5' MIN COVER S >> >> >> >> >> I I > >> >> >> >> > > > > > > > > >> >> >> >> >> >> >> >> >> >> >> >> >> >> >> >>>>>>>> >> >> >>> > > > > > > > > > > > > > > >>>>>>>>>>>>>> > > > > > > > > > > > > > > > MH-1 18 " P V C MH-2 18" PVC l l l l l l l l l l l 12" WM 12" WM l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 PC : 4 6 + 9 5 . 6 5 SHEET B o l t o n & M e n k , I n c . 20 2 4 , A l l R i g h t s R e s e r v e d c H: \ W O L D _ P R \ 0 V 1 1 3 1 8 1 2 \ C A D \ C 3 D \ 1 3 1 8 1 2 C 4 0 1 ( S S W M ) . d w g 8/ 6 / 2 0 2 4 1 2 : 0 2 : 2 7 P M DESIGNED DRAWN CHECKED CLIENT PROJ. NO. ISSUED FOR DATENO.ROSEMOUNT, MINNESOTA ISD 196 NEW MIDDLE SCHOOL 1131812DATELIC. NO. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. MATTHEW R. BLAZER, P.E. 56110 MM/DD/YYYY MB JB MB 12224 NICOLLET AVENUE BURNSVILLE, MN 55337 Phone: (952) 890-0509 Email: Burnsville@bolton-menk.com www.bolton-menk.comR R C4.02SANITARY & WATER PLAN & PROFILE BOULDER TRAIL 44+50 - 47+00 FEETSCALE 0 25 50 HORZ. FEETSCALE 0 5 10 VERT. BOULDER TRAIL 15" RCP ROW (TYP.) CONST. LIMITS (TYP.) STA: 44+74.82, 10.00' RT 12"X8" TEE STA: 47+09.96, 30.67' RT 6" GV & BOX 21', 6" DIP 12"X6" TEE HYD @ EL 929.44 STA: 44+78.82, 10.00' RT 12" BFV STA: 44+74.86, 6' RT 8" GV & BOX SEE SHEET 4.02 FOR SCHOOL WATR MAIN AND SWR SERV ALIGNMENT FUTURE BOULDER TRAIL 12" WM CAP Page 171 of 349 M:\026152-000\From -To\Data\20240731 Rosemount MS Submittal\026152-000 Boulder Trl Review Memo 20240820.docx 7 0 1 X E N I A A V E N U E S | S U I T E 3 0 0 | M I N N E A P O L I S , M N | 55 4 1 6 | 7 6 3 . 5 4 1 . 4 8 0 0 | W S B E N G . C O M Memorandum To: Nick Egger, Director of Public Works Anthony Nemcek, Senior Planner From: Bill Alms, PE Henry Meeker, EIT Date: August 20, 2024 Re: Boulder Trail Extension Stormwater Review WSB Project No. 026152-000 We have reviewed the documents provided by Bolton & Menk on August 6, 2024. Documents reviewed include: • Boulder Trail Road Plans, dated 8/6/2024 Applicant should provide responses to each comment. I offer the following comments below. Grading, Drainage, and Erosion Control Comments: 1. General a. A NPDES permit will be required since over an acre of disturbance is proposed. b. Signed plans will be required for final permit approval. 2. Ponds and Wetlands a. Future proposed outfalls into BMPs should be consolidated. Preliminary storm sewer shown to the east of project extents appears to have potential to be combined. 3. Emergency Overflow Routes: a. No comments. 4. Retaining Walls: a. Not applicable. 5. Erosion Control: a. A SWPPP is needed for the project. b. A stabilized construction exit is needed for the project. c. Inlet protection is needed for any inlets in pervious areas receiving runoff from disturbed soils. 6. Grading: a. Correct the drainage arrows on the erosion control sheet, some point uphill. Stormwater Management Plan: 1. General Storm Sewer Design a. Storm sewer capacity calculations must be provided to confirm storm sewer is sized for the 10-year storm event. Page 172 of 349 Boulder Trail Extension Stormwater Review August 20, 2024 Page 2 M:\026152-000\From -To\Data\20240731 Rosemount MS Submittal\026152-000 Boulder Trl Review Memo 20240820.docx b. Spread and run calculations are needed to ensure compliance with State Aid design standards. c. Casting types and structure diameter must be provided for all storm sewer. d. Applicant to provide a detail of the proposed box culvert manholes. e. Pipes flowing to BMP inlets must be designed with maximum flow velocities of 6 ft/s. Current pipes are too steep. f. The watermain crossing near STA 44+75 must be shown in the profile. g. Insulation is needed at utility crossings with less than 36” of vertical separation. 2. Water Quantity a. Applicant to provide narrative describing how the roadway runoff factors into the regional BMP treatment. 3. Rate/Volume Control a. See the above comment about regional BMP treatment. 4. Freeboard a. No comments. 5. Water Quality a. See the above comment about regional BMP treatment. 6. Easements a. The current alignment and depth of pipe between structure 2 and 3 results in 1:1 excavation slopes for pipe maintenance outside of ROW extents. No action is needed, but this should be noted for future potential development of land south of Boulder Trail ROW. Page 173 of 349 M E M O R A N D U M To: Adam Kienberger, Community Development Director Anthony Nemcek, Senior Planner Julia Hogan, Planner From: Dan Schultz, Parks and Recreation Director Date: August 20, 2024 Subject: ISD 196 Middle School Development The Parks and Recreation Department recently reviewed the plans for the ISD 196 Middle School Development plans. After reviewing the plans, the Parks and Recreation Department staff has the following comments: Trails and Sidewalks Because Biscayne Avenue is identified in the Transportation section of the 2040 Comprehensive Plan as a Major Collector Road, staff is recommending the school district add a trail along the east side of Biscayne Avenue from the Biscayne Avenue and County Road 42 intersection to the district’s southwest property corner. This request is consistent with other Major Collectors such as Shannon Parkway, Connemara Trail and Chippendale Avenue. Parks Dedication Staff are recommending that park dedication not be collected due to the public recreation spaces being created by the ISD 196 development plans for the middle school. Public ballfields, outdoor track and greenspaces are all part of the plans submitted by ISD 196. Please let me know if you have any questions about this memo. Page 174 of 349 File #193807025 August 22, 2024 Prepared by: Stantec Consulting Services Inc. One Carlson Pkwy, #100 Plymouth, MN 55447Phone: 7963-479-4200 Fax: 763-479-4242 Prepared for: Independent School District 196 3455 153rd St W Rosemount, MN 55068 Traffic Study for a Proposed Middle School in Rosemount, MN Page 175 of 349 August 2024 i Table of Contents TABLE OF CONTENTS ..................................................................................... I 1.0 EXECUTIVE SUMMARY ...................................................................... 1-1 2.0 PURPOSE AND BACKGROUND ........................................................... 2-1 3.0 EXISTING CONDITIONS .................................................................... 3-1 4.0 TRAFFIC FORECASTS ........................................................................ 4-1 5.0 TRAFFIC ANALYSIS ........................................................................... 5-1 6.0 CONCLUSIONS AND RECOMMENDATIONS ......................................... 6-1 7.0 APPENDIX ........................................................................................ 7-1 FIGURES FIGURE 1 PROJECT LOCATION .................................................................. 2-2 FIGURE 2 SITE PLAN ................................................................................ 2-3 FIGURE 3 EXISTING CONDITIONS ............................................................. 3-3 FIGURE 4 TRIP DISTRIBUTION PERCENTAGES ........................................... 4-3 FIGURE 5 MIDDLE SCHOOL ATTENDANCE AREAS ....................................... 4-4 FIGURE 6 WEEKDAY AM AND PM PEAK HOUR TRIPS ................................... 4-5 FIGURE 7 WEEKDAY AM PEAK HOUR TRAFFIC VOLUMES ............................. 4-6 FIGURE 8 WEEKDAY PM PEAK HOUR TRAFFIC VOLUMES .............................. 4-7 I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. __________________________________ DATE: August 22, 2024 Edward F. Terhaar License No. 24441 Page 176 of 349 August 2024 1-1 1.0 Executive Summary The purpose of this Traffic Study is to evaluate the impacts of a proposed new middle school in Rosemount, MN. The project site is located in the southeast quadrant of the CSAH 42/Biscayne Avenue intersection. This study examined weekday a.m. and p.m. peak hour traffic impacts of the proposed project at the following intersections: • CSAH 42/Biscayne Avenue • CSAH 42/Business Parkway • CSAH 42/145th Street W • CSAH 46/Biscayne Avenue • Biscayne Avenue/145th Street W • Biscayne Avenue/Boulder Trail The study also includes a review of pedestrian and bicycle connection impacts related to the proposed project. The proposed project includes the construction of a new 1,350 student middle school. Access for the project site will be via one driveway onto Boulder Trail east of Biscayne Avenue. The project will include approximately 198 vehicle parking stalls and 35 bus parking stalls. Boulder Trail will be extended east of Biscayne Avenue to the proposed access location in conjunction with construction of the proposed school. The roadway will be extended further east as future development occurs. The school day for students will begin at 8:20 a.m. and end at 3:10 p.m. School district staff indicated that 100% of the students will reside in the bussing attendance area of the school. The school is expected to be complete in the fall of 2027. The peak hours for school traffic are 7:30-8:30 a.m. and 3:00-4:00 p.m.. The a.m. peak is the same as the peak hour of adjacent traffic while the p.m. peak hour is earlier than the peak hour of adjacent traffic (4:15-5:15 p.m.). The conclusions drawn from the information and analyses presented in this report are as follows: • The proposed school is expected to generate 765 trips during the a.m. peak hour (7:30-8:30 a.m.), 416 trips during the p.m. peak hour (3:00-4:00 p.m.), and 2,323 trips daily. • Under 2024 and 2027 No-Build conditions, the northbound and southbound left turns at CSAH 42/Biscayne Avenue experience higher delay levels due to the amount of through traffic on CSAH 42. Other intersections included in the study operate at acceptable levels. • Under 2027 Build conditions, traffic operations at CSAH 42/Biscayne Avenue deteriorate to level of service F with traffic added from the middle school. Other intersections included in the study continue to operate at acceptable levels. Page 177 of 349 August 2024 1-2 • A review of crash data at the study intersection revealed the following: o At CSAH 42/Biscayne Avenue, the calculated crash rate is greater than the statewide average and greater than the critical rate. An observed crash rate greater than the critical rate indicates that the intersection operates outside the expected, normal range. Crash reduction strategies such as changes to intersection control, intersection lighting, and increased visibility signing may be needed at this location. o At CSAH 42/Business Parkway and Biscayne Avenue/145th Street W, the calculated rate is less than the statewide average and less than the critical rate. This intersection operates within the expected range. o At CSAH 42/145th Street W and Biscayne Avenue/Boulder Trail, the calculated rate is slightly greater than the statewide average but less than the critical rate. This intersection operates within the expected range. o At CSAH 46/Biscayne Avenue, the calculated rate is greater than the statewide average but less than the critical rate. This intersection operates within the expected range. • The current site plan shows pedestrian facilities within the site and near the proposed school. Adequate pedestrian connections are shown within the site to connect the school building with the parking lot and the other amenities, including the athletic facilities and other building access points. • Adequate connections to the surrounding sidewalk and trail system will be needed to accommodate students that walk and bike to school. Depending on the routes students use, additional sidewalks or trails may be needed along the streets near the site. Further detailed review of these pedestrian routes by the City and School District is recommended to develop a detailed pedestrian plan for this area prior to opening the school, including along CSAH 42. • At Biscayne Avenue/Boulder Trail, striped pedestrian crossings should be provided on all legs. At CSAH 42/Biscayne Avenue, all legs should include striped pedestrian crossings in conjunction with future traffic signal control. • The following improvements are recommended to accommodate the proposed middle school: o CSAH 42/Biscayne Avenue ▪ Install traffic signal control. ▪ Provide pedestrian signals and striped crosswalks on all legs. o Biscayne Avenue/Boulder Trail ▪ Extend Boulder Trail east to the proposed access location with one lane in each direction. ▪ Preserve right-of-way on the east leg for future addition of westbound left and right turn lanes. ▪ Provide striped crosswalks. ▪ Review traffic operations as the surrounding area develops to determine if intersection geometric and control changes are needed in the future. Page 178 of 349 August 2024 1-3 o Boulder Trail/site access ▪ Provide dedicated eastbound left turn lane on Boulder Trail. ▪ Provide dedicated westbound right turn lane on Boulder Trail. ▪ Provide two exiting lanes, with one left turn and one right turn lane. • Level of service results under 2027 Build conditions with traffic signal control installed at CSAH 42/Biscayne Avenue are as follows: o A.M. peak hour – Overall intersection operates at LOS C and all movements operate at LOS C or better. All vehicle queues are contained within the existing turn lane lengths. o P.M. peak hour – Overall intersection operates at LOS B and all movements operate at LOS C or better. All vehicle queues are contained within the existing turn lane lengths. Page 179 of 349 August 2024 2-1 2.0 Purpose and Background The purpose of this Traffic Study is to evaluate the impacts of a proposed new middle school in Rosemount, MN. The project site is located in the southeast quadrant of the CSAH 42/Biscayne Avenue intersection. The project location is shown in Figure 1. This study examined weekday a.m. and p.m. peak hour traffic impacts of the proposed project at the following intersections: • CSAH 42/Biscayne Avenue • CSAH 42/Business Parkway • CSAH 42/145th Street W • CSAH 46/Biscayne Avenue • Biscayne Avenue/145th Street W • Biscayne Avenue/Boulder Trail The study also includes a review of pedestrian and bicycle connection impacts related to the proposed project. Project Characteristics The proposed project includes the construction of a new 1,350 student middle school. Access for the project site will be via one driveway onto Boulder Trail east of Biscayne Avenue. The project will include approximately 198 vehicle parking stalls and 35 bus parking stalls. Boulder Trail will be extended east of Biscayne Avenue to the proposed access location in conjunction with construction of the proposed school. The roadway will be extended further east as future development occurs. The proposed site plan is shown in Figure 2. The school day for students will begin at 8:20 a.m. and end at 3:10 p.m. The school day for students will begin at 8:20 a.m. and end at 3:10 p.m. School district staff indicated that 100% of the students will reside in the bussing attendance area of the school. The school is expected to be complete in the fall of 2027. The peak hours for school traffic are 7:30-8:30 a.m. and 3:00-4:00 p.m.. The a.m. peak is the same as the peak hour of adjacent traffic while the p.m. peak hour is earlier than the peak hour of adjacent traffic (4:15-5:15 p.m.). Page 180 of 349 August 2024 2-2 Page 181 of 349 August 2024 2-3 Page 182 of 349 August 2024 3-1 3.0 Existing Conditions The proposed project site is currently undeveloped open space. The site is bounded by CSAH 42 on the north, Biscayne Avenue on the west, and undeveloped land to the east and south. Near the site location, CSAH 42 is a four lane divided roadway with turn lanes at major intersections. Biscayne Avenue is a three lane roadway with a center left turn lane. Boulder Trail is a two lane local roadway that currently only extends west from Biscayne Avenue. Existing conditions near the proposed project location are shown in Figure 3 and described below. CSAH 42/Biscayne Avenue This four-way intersection is controlled with stop signs on the northbound and southbound approaches. The eastbound approach provides one left turn lane, two through lanes, and one right turn lane. The westbound approach provides one left turn, two through lanes, and one through/right turn. The northbound and southbound approaches provide one left turn lane and one through/right turn lane. CSAH 42/Business Parkway This four-way intersection is controlled with stop signs on the northbound and southbound approaches. The eastbound and westbound approaches provide one left turn lane, two through lanes, and one right turn lane. The northbound approach provides one left turn lane and one through/right turn lane. The southbound approach provides one left turn/through lane and one through/right turn lane. CSAH 42/145th Street W This three-way intersection is controlled with a stop sign on the southeast bound approach. The southeast bound approach provides one left turn/right turn lane. The northeast bound approach provides one left lane and two through lanes. The southwest bound approach provides one right turn lane and two through lanes. CSAH 46/Biscayne Avenue This four-way intersection is controlled with stop signs on the northbound and southbound approaches. The eastbound and westbound approaches provide one left turn lane, one through lane, and one right turn lane. The northbound and southbound approaches provide one left turn/through lane and one right turn lane. Biscayne Avenue/145th Street W This four-way intersection is controlled with stop signs on all approaches. The eastbound and westbound approaches provide one left turn/through/right turn lane. The northbound and southbound approaches provide one left turn and one through/right turn lane. Page 183 of 349 August 2024 3-2 Biscayne Avenue/Boulder Trail This three-way intersection is controlled with a stop sign on the eastbound approach. The eastbound approach provides one left turn/right turn lane. The northbound approach provides one left turn lane and one through lane. The southbound approach provides one through/right turn lane and a left turn lane for the future east leg. Traffic Volume Data Weekday traffic volume data was recorded at the existing intersections on Thursday, May 2 2024 from 6:00 a.m. to 7:00 p.m. to capture the peak periods for school traffic. In addition, traffic volume data was collected at intersections near the existing middle school located at 3135 143rd Street W. on the same day to document existing traffic operations. Page 184 of 349 August 2024 3-3 Page 185 of 349 August 2024 4-1 4.0 Traffic Forecasts Traffic Forecast Scenarios To adequately address the impacts of the proposed project, forecasts and analyses were completed for the year 2027. Specifically, weekday a.m. and p.m. peak hour traffic forecasts were completed for the following scenarios: • 2024 Existing. Existing volumes were determined through traffic counts at the subject intersections. The existing volume information includes trips generated by existing uses near the project site. • 2027 No-Build. Existing volumes were increased by 2.2 percent per year to account for background growth in the surrounding area. The growth rate was based on historic growth in the area and traffic forecast information presented in the City of Rosemount 2040 Comprehensive Plan. • 2027 Build. Trips generated by the proposed school were added to the 2027 No-Build volumes to determine 2027 Build volumes. Trip Generation for Proposed Project The expected new trips were calculated using data collected at the existing Rosemount Middle School, which is adjacent to Rosemount Elementary School. Under existing conditions, the school day for elementary students begins at 9:30 a.m. and ends at 3:50 p.m., while the school day for middle school students begins at 8:20 a.m. and ends at 3:10 p.m. In order to account for potential overlap with traffic associated with Rosemount Elementary School, traffic volumes collected at the Middle School were adjusted using detailed information on activities that occur prior to the elementary school start time of 9:30 a.m. Based on this information, 100 entering and 100 exiting trips were removed from the total volumes during the 7:30 to 8:30 peak hour for the middle school to account for the before school program and other early drop-off activities. During the p.m. time period, a distinct peak occurs at 3:15 p.m., which corresponds to the 3:10 p.m. dismissal time. These volumes were used as a best estimate for the p.m. peak hour that will occur at the new location. The resultant trip generation estimates are shown in Table 4-1. Table 4-1 Weekday Trip Generation for Proposed Middle School Using Traffic Volumes from Rosemount Middle School Land Use Size Weekday AM Peak Hour 7:30 to 8:30 a.m. Weekday PM Peak Hour 3:00 to 4:00 p.m. Weekday Daily In Out Total In Out Total Total Parent drop-off/pick- up and employees 1,350 students 390 311 701 160 192 352 2195 Buses 32 buses 32 32 64 32 32 64 128 Totals 422 343 765 192 224 416 2323 Page 186 of 349 August 2024 4-2 For comparison purposes, the expected new trips were also calculated based on data presented in Trip Generation, Eleventh Edition, published by the Institute of Transportation Engineers. The resultant trip generation estimates are shown in Table 4-2. Table 4-2 Weekday Trip Generation for Proposed Middle School Using ITE Data Land Use Size Weekday AM Peak Hour 7:30 to 8:30 a.m. Weekday PM Peak Hour 3:00 to 4:00 p.m. Weekday Daily In Out Total In Out Total Total Middle School (ITE 522) 1,350 students 488 417 905 224 262 486 2835 The data collected at the existing middle school accounts for the transportation modes specific to this site. Therefore, the total a.m. and p.m. peak hour trips shown in Table 4-1 calculated using the existing school data w ere used for the traffic forecasts. Trip Distribution Percentages for the Middle School Trip distribution percentages for the school trips were established based on the detailed attendance area information for the school and patterns observed at the existing middle school. The trip distribution percentages are described below and are shown in Figure 4: • 27 percent to/from the east on CSAH 42 • 27 percent to/from the west on CSAH 42 • 36 percent to/from the north on Biscayne Avenue • 5 percent to/from the west on 145th Street • 5 percent to/from the east on 145th Street The middle school attendance areas are shown in Figure 5. The attendance area for Rosemount middle school will remain the same as existing after relocation to the new site. The vast majority of students live north and west of proposed school site, with no significant numbers of students located in the southern or eastern portions of the attendance area. Traffic Volumes Development trips from Table 4-1 were assigned to the surrounding roadway network using the preceding trip distribution percentages. Traffic volumes were established for all the forecasting scenarios described earlier during the weekday a.m. and p.m. peak hours. The resultant peak hour volumes are shown in Figures 6, 7, and 8. Page 187 of 349 August 2024 4-3 Page 188 of 349 FI G U R E 5 MI D D L E S C H O O L ATT E N D A N C E AR E A S TR A F F I C S T U D Y F O R MI D D L E S C H O O L IN R O S E M O U N T , M N SC H O O L LO C A TI O N LO C A TI O N O F M A J O R I T Y O F S T U D E N T S WI T H I N T H E S C H O O L B O U N D A R Y AR E A . LO C A TI O N O F R E M O T E / R U R A L S T U D E N T S WI T H I N T H E S C H O O L B O U N D A R Y AR E A . Page 189 of 349 August 2024 4-5 Page 190 of 349 August 2024 4-6 Page 191 of 349 August 2024 4-7 Page 192 of 349 August 2024 5-1 5.0 Traffic Analysis Intersection Level of Service Analysis Traffic analyses were completed for the subject intersections for all scenarios described earlier during the weekday a.m. and p.m. peak hours using Synchro software. Initial analysis was completed using existing geometrics and intersection control. For the 2027 Build analysis at Biscayne Avenue/Boulder Trail, the following intersection geometrics were used: • Northbound approach – One left turn lane and one through/right turn lane. • Southbound approach – One left turn lane and one through/right turn lane. • Eastbound approach – One left turn/through/right turn lane. • Westbound approach – One left turn/through/right turn lane. Capacity analysis results are presented in terms of level of service (LOS), which is defined in terms of traffic delay at the intersection. LOS ranges from A to F. LOS A represents the best intersection operation, with little delay for each vehicle using the intersection. LOS F represents the worst intersection operation with excessive delay. In accordance with Minnesota Department of Transportation (MnDOT) guidelines, this analysis used the LOS D/E boundary as an indicator of acceptable traffic operations. The following is a detailed description of the conditions described by each LOS designation: • Level of service A corresponds to a free flow condition with motorists virtually unaffected by the intersection control mechanism. For a signalized or an unsignalized intersection, the average delay per vehicle would be approximately 10 seconds or less. • Level of service B represents stable flow with a high degree of freedom, but with some influence from the intersection control device and the traffic volumes. For a signalized intersection, the average delay ranges from 10 to 20 seconds. An unsignalized intersection would have delays ranging from 10 to 15 seconds for this level. • Level of service C depicts a restricted flow which remains stable, but with significant influence from the intersection control device and the traffic volumes. The general level of comfort and convenience changes noticeably at this level. The delay range s from 20 to 35 seconds for a signalized intersection and from 15 to 25 seconds for an unsignalized intersection at this level. • Level of service D corresponds to high-density flow in which speed and freedom are significantly restricted. Though traffic flow remains stable, reductions in comfort and convenience are experienced. The control delay for this level is 35 to 55 seconds f or a signalized intersection and 25 to 35 seconds for an unsignalized intersection. • Level of service E represents unstable flow of traffic at or near the capacity of the intersection with poor levels of comfort and convenience. The delay ranges from 55 to 80 seconds for a signalized intersection and from 35 to 50 seconds for an unsignalized intersection at this level. Page 193 of 349 August 2024 5-2 • Level of service F represents forced flow in which the volume of traffic approaching the intersection exceeds the volume that can be served. Characteristics often experienced include long queues, stop-and-go waves, poor travel times, low comfort and convenience, and increased accident exposure. Delays over 80 seconds for a signalized intersection and over 50 seconds for an unsignalized intersection correspond to this level of service. The LOS results are described below. All LOS worksheets are included in the Appendix for further detail. 2024 Existing Weekday 7:30-8:30 A.M. and 3:00-4:00 P.M. Peak Hour LOS Results Intersection Traffic Control AM Peak Hour LOS PM Peak Hour LOS CSAH 42/Biscayne Avenue NB/SB stop A/E A/F CSAH 42/Business Parkway NB/SB stop A/D A/C CSAH 42/145th Street W SEB stop A/C A/D CSAH 46/Biscayne Avenue NB/SB stop A/D A/D Biscayne Avenue/145th Street W All-Way stop B/B B/B Biscayne Avenue/Boulder Trail EB stop A/A A/A Note: Level of service results presented with overall intersection LOS followed by worst movement LOS. At CSAH 42/Biscayne Avenue, the overall intersection operates at LOS A during both time periods while the northbound and southbound left turns operate at LOS E during the a.m. peak hour and LOS F during the p.m. peak hour. At all other intersections, all intersections operate at LOS B or better and all movements operate at LOS D or better during the a.m. and p.m. peak hours. 2027 No-Build Weekday 7:30-8:30 A.M. and 3:00-4:00 P.M. Peak Hour LOS Results Intersection Traffic Control AM Peak Hour LOS PM Peak Hour LOS CSAH 42/Biscayne Avenue NB/SB stop A/F A/F CSAH 42/Business Parkway NB/SB stop A/D A/D CSAH 42/145th Street W SEB stop A/C A/E CSAH 46/Biscayne Avenue NB/SB stop A/E A/D Biscayne Avenue/145th Street W All-Way stop B/B B/B Biscayne Avenue/Boulder Trail EB stop A/A A/A Note: Level of service results presented with overall intersection LOS followed by worst movement LOS. At CSAH 42/Biscayne Avenue, the overall intersection operates at LOS A during both time periods while the northbound and southbound left turns operate at LOS F during the a.m. and p.m. peak hours. At all other intersections, all intersections operate at LOS B or better and all movements operate at LOS E or better during the a.m. and p.m. peak hours. Page 194 of 349 August 2024 5-3 2027 Build Weekday 7:30-8:30 A.M. and 3:00-4:00 P.M. Peak Hour LOS Results Intersection Traffic Control AM Peak Hour LOS PM Peak Hour LOS CSAH 42/Biscayne Avenue NB/SB stop F/F F/F CSAH 42/Business Parkway NB/SB stop A/E A/D CSAH 42/145th Street W SEB stop A/E A/E CSAH 46/Biscayne Avenue NB/SB stop A/E A/D Biscayne Avenue/145th Street W All-Way stop D/E B/C Biscayne Avenue/Boulder Trail EB/WB stop A/E A/C Note: Level of service results presented with overall intersection LOS followed by worst movement LOS. During the a.m. peak hour at CSAH 42/Biscayne Avenue, the overall intersection operates at LOS F and the northbound and southbound movements operate at LOS F. All other movements operate at LOS B or better. At all other intersections, all intersections operate at LOS D or better and all movements operate at LOS E or better. During the p.m. peak hour at CSAH 42/Biscayne Avenue, the overall intersection operates at LOS F and the northbound and southbound movements operate at LOS F. All other movements operate at LOS A. At all other intersections, all intersections operate at LOS B or better and all movements operate at LOS E or better. Overall Traffic Impacts Under 2024 and 2027 No-Build conditions, the northbound and southbound left turns at CSAH 42/Biscayne Avenue experience higher delay levels due to the amount of through traffic on CSAH 42. Other intersections included in the study operate at acceptable levels. Under 2027 Build conditions, traffic operations at CSAH 42/Biscayne Avenue deteriorate to level of service F with traffic added from the middle school. Other intersections included in the study continue to operate at acceptable levels. Vehicle Queuing Under 2024 and 2027 No-Build conditions, all vehicle queues at all intersections are contained within the existing turn lane lengths. Under 2027 Build conditions at the CSAH 42/Biscayne Avenue intersection with existing stop sign control, the northbound and southbound left turn queues exceed the existing turn lane lengths during the a.m. peak hour. During the p.m. peak hour, the southbound left turn queue exceeds the existing turn lane length while the northbound left turn queue length is contained. All vehicle queues at all other intersections are contained within the existing turn lane lengths. Detailed vehicle queuing information included in the Appendix. Internal Site Layout The main parking lot is located in the northwest potion of the site and is connected to Boulder Trail with a 1,400 foot access road. The access road includes two entry lanes, with one lane for through traffic and the other for drop-off and pick-up traffic. The lane dedicated to drop-off and pick-up traffic is approximately 1,300 feet in length. Observations Page 195 of 349 August 2024 5-4 at the existing middle school site indicate a maximum queue of approximately 1,100 feet during the a.m. peak hour and 800 feet during the p.m. peak hour. Assuming similar operations occur at the new site, the queuing space provided for these activities is expected to be adequate. After leaving the main building entry, vehicles either access the parking lot or leave the site via the access road. The access road provides one exit lane, which divides to two lanes approximately 500 feet before intersecting with Boulder Trail. At Boulder Trail, the southbound approach consists of separate left turn and right turn lanes to accommodate exiting traffic. The bus parking lot is located 275 feet north of Boulder Trail and is separate from the main parking lot. A right turn lane is provided on the access road to accommodate entering buses. Buses exit the lot directly onto the access road into the turn lanes at Boulder Trail. Pedestrian and Bicycle Needs Under existing conditions, a trail is provided on the west side of Biscayne Avenue from Boulder Trail north to CSAH 42. The trail extends north of CSAH 42 to 145 th Street W. No other trails or sidewalks are provided in the immediate location of the proposed school. The current site plan shows pedestrian facilities within the site and near the proposed school. Adequate pedestrian connections are shown within the site to connect the school building with the parking lot and the other amenities, including the athletic facilities and other building access points. A trail will be provided on the north side of Bolder Trail east of Biscayne Avenue to serve the school and areas to the east. Ultimately trails will be provided on both sides of Boulder Trail. At Biscayne Avenue/Boulder Trail, striped pedestrian crossings should be provided on all legs. At CSAH 42/Biscayne Avenue, all legs should include striped pedestrian crossings in conjunction with future traffic signal control. Adequate connections to the surrounding sidewalk and trail system will be needed to accommodate students that walk and bike to school. Depending on the routes students use, additional sidewalks or trails may be needed along the streets near the site. Fur ther detailed review of these pedestrian routes by the City and School District is recommended to develop a detailed pedestrian plan for this area prior to opening the school , including along CSAH 42. Crash Data Crash data for the study intersections was obtained from the Minnesota Department of Transportation (MnDOT) for the period of 2019-2024. This data indicated the following crashes had occurred: • CSAH 42/Biscayne Avenue – A total of 31 crashes, with 18 angle, nine rear end, two left turn, one run off road, and one sideswipe. • CSAH 42/Business Parkway - A total of one crash, which was a run off road crash. Page 196 of 349 August 2024 5-5 • CSAH 42/145th Street W – A total of five crashes, with four angle and one left turn. • CSAH 46/Biscayne Avenue – A total of seven crashes, with three angle, two rear end, and two sideswipe. • Biscayne Avenue/145th Street W - A total of four crashes, with three angle and one run off road. • Biscayne Avenue/Boulder Trail – A total of one crash, which was a rear end crash. No crashes involving pedestrians or bicycles were reported at these intersections. At CSAH 42/Biscayne Avenue, the calculated crash rate is greater than the statewide average and greater than the critical rate. An observed crash rate greater than the critical rate indicates that the intersection operates outside the expected, normal range. Crash reduction strategies such as changes to intersection control, intersection lighting, and increased visibility signing may be needed at this location. At CSAH 42/Business Parkway, the calculated crash rate is less than the statewide average and less than the critical rate. This intersection operates within the expected range. At CSAH 42/145th Street W, the calculated crash rate is slightly greater than the statewide average but less than the critical rate. This intersection operates within the expected range. At CSAH 46/Biscayne Avenue, the calculated crash rate is greater than the statewide average but less than the critical rate. This intersection operates within the expected range. At Biscayne Avenue/145th Street W, the calculated crash rate is less than the statewide average and less than the critical rate. This intersection operates within the expected range. At Biscayne Avenue/Boulder Trail, the calculated crash rate is slightly greater than the statewide average but less than the critical rate. This intersection operates within the expected range. Page 197 of 349 August 2024 5-6 Recommended Improvements The following improvements are recommended to accommodate the proposed middle school: • CSAH 42/Biscayne Avenue o Install traffic signal control. o Provide pedestrian signals and striped crosswalks on all legs. • Biscayne Avenue/Boulder Trail o Extend Boulder Trail east to the proposed access location with one lane in each direction. o Preserve right-of-way on the east leg for future addition of westbound left and right turn lanes. o Provide striped crosswalks. o Review traffic operations as the surrounding area develops to determine if intersection geometric and control changes are needed in the future. • Boulder Trail/site access o Provide dedicated eastbound left turn lane on Boulder Trail. o Provide dedicated westbound right turn lane on Boulder Trail . o Provide two exiting lanes, with one left turn and one right turn lane. 2027 Build Operations with Traffic Signal Control Weekday 7:30-8:30 A.M. and 3:00-4:00 P.M. Peak Hour LOS Results Intersection Traffic Control AM Peak Hour LOS PM Peak Hour LOS CSAH 42/Biscayne Avenue Signal control C/C B/C Note: Level of service results presented with overall intersection LOS followed by worst movement LOS. During the a.m. peak hour, both intersections operate at LOS C or better and all movements operate at LOS C or better. All vehicle queues are contained within the existing turn lane lengths. During the p.m. peak hour, both intersections operate at LOS B or better and all movements operate at LOS C or better. All vehicle queues are contained within the existing turn lane lengths. Page 198 of 349 August 2024 6-1 6.0 Conclusions and Recommendations The conclusions drawn from the information and analyses presented in this report are as follows: • The proposed school is expected to generate 765 trips during the a.m. peak hour (7:30-8:30 a.m.), 416 trips during the p.m. peak hour (3:00-4:00 p.m.), and 2,323 trips daily. • Under 2024 and 2027 No-Build conditions, the northbound and southbound left turns at CSAH 42/Biscayne Avenue experience higher delay levels due to the amount of through traffic on CSAH 42. Other intersections included in the study operate at acceptable levels. • Under 2027 Build conditions, traffic operations at CSAH 42/Biscayne Avenue deteriorate to level of service F with traffic added from the middle school. Other intersections included in the study continue to operate at acceptable levels. • A review of crash data at the study intersection revealed the following: o At CSAH 42/Biscayne Avenue, the calculated crash rate is greater than the statewide average and greater than the critical rate. An observed crash rate greater than the critical rate indicates that the intersection operates outside the expected, normal range. Crash reduction strategies such as changes to intersection control, intersection lighting, and increased visibility signing may be needed at this location. o At CSAH 42/Business Parkway and Biscayne Avenue/145th Street W, the calculated rate is less than the statewide average and less than the critical rate. This intersection operates within the expected range. o At CSAH 42/145th Street W and Biscayne Avenue/Boulder Trail, the calculated rate is slightly greater than the statewide average but less than the critical rate. This intersection operates within the expected range. o At CSAH 46/Biscayne Avenue, the calculated rate is greater than the statewide average but less than the critical rate. This intersection operates within the expected range. • The current site plan shows pedestrian facilities within the site and near the proposed school. Adequate pedestrian connections are shown within the site to connect the school building with the parking lot and the other amenities, including the athletic facilities and other building access points. • Adequate connections to the surrounding sidewalk and trail system will be needed to accommodate students that walk and bike to school. Depending on the routes students use, additional sidewalks or trails may be needed along the streets near the site. Further detailed review of these pedestrian routes by the City and School District is recommended to develop a detailed pedestrian plan for this area prior to opening the school, including along CSAH 42. Page 199 of 349 August 2024 6-2 • At Biscayne Avenue/Boulder Trail, striped pedestrian crossings should be provided on all legs. At CSAH 42/Biscayne Avenue, all legs should include striped pedestrian crossings in conjunction with future traffic signal control. • The following improvements are recommended to accommodate the proposed middle school: o CSAH 42/Biscayne Avenue ▪ Install traffic signal control. ▪ Provide pedestrian signals and striped crosswalks on all legs. o Biscayne Avenue/Boulder Trail ▪ Extend Boulder Trail east to the proposed access location with one lane in each direction. ▪ Preserve right-of-way on the east leg for future addition of westbound left and right turn lanes. ▪ Provide striped crosswalks. ▪ Review traffic operations as the surrounding area develops to determine if intersection geometric and control changes are needed in the future. o Boulder Trail/site access ▪ Provide dedicated eastbound left turn lane on Boulder Trail. ▪ Provide dedicated westbound right turn lane on Boulder Trail. ▪ Provide two exiting lanes, with one left turn and one right turn lane. • Level of service results under 2027 Build conditions with traffic signal control installed at CSAH 42/Biscayne Avenue are as follows: o A.M. peak hour – Overall intersection operates at LOS C and all movements operate at LOS C or better. All vehicle queues are contained within the existing turn lane lengths. o P.M. peak hour – Overall intersection operates at LOS B and all movements operate at LOS C or better. All vehicle queues are contained within the existing turn lane lengths. Page 200 of 349 August 2024 7-1 7.0 Appendix • Level of Service worksheets • Crash data • Turn movement data Page 201 of 349 Weekday A.M. Peak Hour Level of Service Results CSAH 42/ Biscayne Ave EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Intersection 2024 A A A A A A E C C E C C A 2027 No-Build A A A A A A F C C F C C A 2027 Build A A A B A A F F F F F F F CSAH 42/ Business Pkwy EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2024 A A A A A A D B B C B B A 2027 No-Build A A A A A A D B B D B B A 2027 Build A A A A A A E B B D B B A CSAH 42/145th Street W EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2024 C - C - - - A A - - A A A 2027 No-Build C - C - - - A A - - A A A 2027 Build E - E - - - A A - - A A A CSAH 46/ Biscayne Ave EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2024 A A A A A A D D B D D B A 2027 No-Build A A A A A A E E B D D B A 2027 Build A A A A A A E E B D D B A Biscayne Ave/145th St W EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2024 B B B B B B A A A A B B B 2027 No-Build B B B B B B A A A A B B B 2027 Build C C C C C C B C C B E E D Biscayne Ave/Boulder Trl EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2024 A - A - - - A A - - A A A 2027 No-Build A - A - - - A A - - A A A 2027 Build E E E C C C A A A A A A A Weekday P.M. Peak Hour Level of Service Results CSAH 42/ Biscayne Ave EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Intersection 2024 A A A A A A F C C E D D A 2027 No-Build A A A A A A F C C F C C A 2027 Build A A A A A A F F F F F F F CSAH 42/ Business Pkwy EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2024 A A A A A A C B B C B B A 2027 No-Build A A A A A A D B B D B B A 2027 Build A A A A A A D B B D B B A CSAH 42/145th Street W EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2024 D - D - - - A A - - A A A 2027 No-Build E - E - - - A A - - A A A 2027 Build E - E - - - A A - - A A A CSAH 46/ Biscayne Ave EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2024 A A A A A A D D B D D B A 2027 No-Build A A A A A A D D B D D B A 2027 Build A A A A A A D D B D D B A Biscayne Ave/145th St W EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2024 B B B B B B A A A A B B B 2027 No-Build B B B B B B A A A A B B B 2027 Build B B B B B B B B B B C C B Biscayne Ave/Boulder Trl EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 2024 A - A - - - A A - - A A A 2027 No-Build A - A - - - A A - - A A A 2027 Build C C C B B B A A A A A A A Page 202 of 349 HCM 6th TWSC 2024 AM 3: Business Pkwy & CR 42 Synchro 11 Report Intersection Int Delay, s/veh 0.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 12 566 24 20 483 1 11 1 8 2 1 13 Future Vol, veh/h 12 566 24 20 483 1 11 1 8 2 1 13 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 300 - 300 300 - 300 300 - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 2 5 2 2 5 2 2 2 2 2 2 2 Mvmt Flow 14 643 27 23 549 1 13 1 9 2 1 15 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 550 0 0 670 0 0 992 1267 322 945 1293 275 Stage 1 - - - - - - 671 671 - 595 595 - Stage 2 - - - - - - 321 596 - 350 698 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1016 - - 916 - - 200 168 674 217 162 722 Stage 1 - - - - - - 412 453 - 458 491 - Stage 2 - - - - - - 665 490 - 639 440 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1016 - - 916 - - 189 161 674 207 156 722 Mov Cap-2 Maneuver - - - - - - 189 161 - 207 156 - Stage 1 - - - - - - 406 447 - 452 479 - Stage 2 - - - - - - 634 478 - 620 434 - Approach EB WB NB SB HCM Control Delay, s 0.2 0.4 19.6 12.8 HCM LOS C B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 SBLn2 Capacity (veh/h) 189 498 1016 - - 916 - - 194 636 HCM Lane V/C Ratio 0.066 0.021 0.013 - - 0.025 - - 0.015 0.024 HCM Control Delay (s) 25.4 12.4 8.6 - - 9 - - 23.8 10.8 HCM Lane LOS D B A - - A - - C B HCM 95th %tile Q(veh) 0.2 0.1 0 - - 0.1 - - 0 0.1 Page 203 of 349 HCM 6th TWSC 2024 AM 6: Biscayne Ave & CR 42 Synchro 11 Report Intersection Int Delay, s/veh 4.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 94 471 11 63 383 4 3 19 89 5 18 118 Future Vol, veh/h 94 471 11 63 383 4 3 19 89 5 18 118 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 300 - 300 300 - - 400 - - 300 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87 Heavy Vehicles, % 2 5 2 2 5 2 2 2 2 2 2 2 Mvmt Flow 108 541 13 72 440 5 3 22 102 6 21 136 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 445 0 0 554 0 0 1132 1346 271 1085 1357 223 Stage 1 - - - - - - 757 757 - 587 587 - Stage 2 - - - - - - 375 589 - 498 770 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1112 - - 1012 - - 158 150 727 171 148 780 Stage 1 - - - - - - 366 414 - 463 495 - Stage 2 - - - - - - 618 494 - 523 408 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1112 - - 1012 - - 100 126 727 112 124 780 Mov Cap-2 Maneuver - - - - - - 100 126 - 112 124 - Stage 1 - - - - - - 330 374 - 418 460 - Stage 2 - - - - - - 453 459 - 382 368 - Approach EB WB NB SB HCM Control Delay, s 1.4 1.2 18.9 17.6 HCM LOS C C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 SBLn2 Capacity (veh/h) 100 395 1112 - - 1012 - - 112 459 HCM Lane V/C Ratio 0.034 0.314 0.097 - - 0.072 - - 0.051 0.341 HCM Control Delay (s) 42.3 18.2 8.6 - - 8.8 - - 38.9 16.8 HCM Lane LOS E C A - - A - - E C HCM 95th %tile Q(veh) 0.1 1.3 0.3 - - 0.2 - - 0.2 1.5 Page 204 of 349 HCM 6th TWSC 2024 AM 13: Biscayne Ave & CR 46 Synchro 11 Report Intersection Int Delay, s/veh 2.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 115 404 14 4 365 17 10 2 9 7 2 76 Future Vol, veh/h 115 404 14 4 365 17 10 2 9 7 2 76 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - 250 250 - 250 - - 300 - - 300 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 126 444 15 4 401 19 11 2 10 8 2 84 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 420 0 0 459 0 0 1158 1124 444 1119 1120 401 Stage 1 - - - - - - 696 696 - 409 409 - Stage 2 - - - - - - 462 428 - 710 711 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1139 - - 1102 - - 173 205 614 184 206 649 Stage 1 - - - - - - 432 443 - 619 596 - Stage 2 - - - - - - 580 585 - 424 436 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1139 - - 1102 - - 136 181 614 164 182 649 Mov Cap-2 Maneuver - - - - - - 136 181 - 164 182 - Stage 1 - - - - - - 384 394 - 550 594 - Stage 2 - - - - - - 502 583 - 369 388 - Approach EB WB NB SB HCM Control Delay, s 1.8 0.1 23.5 13.1 HCM LOS C B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 SBLn2 Capacity (veh/h) 142 614 1139 - - 1102 - - 168 649 HCM Lane V/C Ratio 0.093 0.016 0.111 - - 0.004 - - 0.059 0.129 HCM Control Delay (s) 32.9 11 8.6 - - 8.3 - - 27.8 11.4 HCM Lane LOS D B A - - A - - D B HCM 95th %tile Q(veh) 0.3 0 0.4 - - 0 - - 0.2 0.4 Page 205 of 349 HCM 6th TWSC 2024 AM 16: Biscayne Ave & Boulder Trail Synchro 11 Report Intersection Int Delay, s/veh 0.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 1 4 11 114 71 1 Future Vol, veh/h 1 4 11 114 71 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 300 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 74 74 74 74 74 74 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 5 15 154 96 1 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 281 97 97 0 - 0 Stage 1 97 - - - - - Stage 2 184 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 709 959 1496 - - - Stage 1 927 - - - - - Stage 2 848 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 702 959 1496 - - - Mov Cap-2 Maneuver 702 - - - - - Stage 1 918 - - - - - Stage 2 848 - - - - - Approach EB NB SB HCM Control Delay, s 9.1 0.7 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1496 - 894 - - HCM Lane V/C Ratio 0.01 - 0.008 - - HCM Control Delay (s) 7.4 - 9.1 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 - 0 - - Page 206 of 349 HCM 6th TWSC 2024 AM 19: CR 42 & 145th St Synchro 11 Report Intersection Int Delay, s/veh 1.9 Movement SEL SER NEL NET SWT SWR Lane Configurations Traffic Vol, veh/h 86 16 6 559 434 87 Future Vol, veh/h 86 16 6 559 434 87 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 200 - - 200 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 2 2 2 5 5 2 Mvmt Flow 99 18 7 643 499 100 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 835 250 599 0 - 0 Stage 1 499 - - - - - Stage 2 336 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 306 750 974 - - - Stage 1 575 - - - - - Stage 2 696 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 304 750 974 - - - Mov Cap-2 Maneuver 304 - - - - - Stage 1 571 - - - - - Stage 2 696 - - - - - Approach SE NE SW HCM Control Delay, s 21.4 0.1 0 HCM LOS C Minor Lane/Major Mvmt NEL NET SELn1 SWT SWR Capacity (veh/h) 974 - 335 - - HCM Lane V/C Ratio 0.007 - 0.35 - - HCM Control Delay (s) 8.7 - 21.4 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0 - 1.5 - - Page 207 of 349 HCM 6th AWSC 2024 AM 9: Biscayne Ave & 145th St Synchro 11 Report Intersection Intersection Delay, s/veh 11.1 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 85 117 14 15 123 22 17 88 14 29 101 67 Future Vol, veh/h 85 117 14 15 123 22 17 88 14 29 101 67 Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 104 143 17 18 150 27 21 107 17 35 123 82 Number of Lanes 0 1 0 0 1 0 1 1 0 1 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 2 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2 2 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 2 1 1 HCM Control Delay 11.9 10.7 10.4 11.1 HCM LOS B B B B Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 SBLn2 Vol Left, % 100% 0% 39% 9% 100% 0% Vol Thru, % 0% 86% 54% 77% 0% 60% Vol Right, % 0% 14% 6% 14% 0% 40% Sign Control Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 17 102 216 160 29 168 LT Vol 17 0 85 15 29 0 Through Vol 0 88 117 123 0 101 RT Vol 0 14 14 22 0 67 Lane Flow Rate 21 124 263 195 35 205 Geometry Grp 7 7 2 2 7 7 Degree of Util (X) 0.039 0.21 0.395 0.294 0.064 0.328 Departure Headway (Hd) 6.693 6.086 5.404 5.419 6.551 5.759 Convergence, Y/N Yes Yes Yes Yes Yes Yes Cap 535 590 666 661 547 625 Service Time 4.437 3.831 3.442 3.459 4.29 3.498 HCM Lane V/C Ratio 0.039 0.21 0.395 0.295 0.064 0.328 HCM Control Delay 9.7 10.5 11.9 10.7 9.7 11.3 HCM Lane LOS A B B B A B HCM 95th-tile Q 0.1 0.8 1.9 1.2 0.2 1.4 Page 208 of 349 HCM 6th TWSC 2027 AM No Build 3: Business Pkwy & CR 42 Synchro 11 Report Intersection Int Delay, s/veh 0.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 13 604 26 21 516 1 12 1 9 2 1 14 Future Vol, veh/h 13 604 26 21 516 1 12 1 9 2 1 14 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 300 - 300 300 - 300 300 - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 2 5 2 2 5 2 2 2 2 2 2 2 Mvmt Flow 15 686 30 24 586 1 14 1 10 2 1 16 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 587 0 0 716 0 0 1058 1351 343 1008 1380 293 Stage 1 - - - - - - 716 716 - 634 634 - Stage 2 - - - - - - 342 635 - 374 746 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 984 - - 880 - - 179 149 653 195 143 703 Stage 1 - - - - - - 387 432 - 434 471 - Stage 2 - - - - - - 646 471 - 619 419 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 984 - - 880 - - 168 143 653 185 137 703 Mov Cap-2 Maneuver - - - - - - 168 143 - 185 137 - Stage 1 - - - - - - 381 426 - 427 458 - Stage 2 - - - - - - 613 458 - 598 413 - Approach EB WB NB SB HCM Control Delay, s 0.2 0.4 21.2 13.2 HCM LOS C B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 SBLn2 Capacity (veh/h) 168 481 984 - - 880 - - 173 615 HCM Lane V/C Ratio 0.081 0.024 0.015 - - 0.027 - - 0.016 0.027 HCM Control Delay (s) 28.3 12.7 8.7 - - 9.2 - - 26.2 11 HCM Lane LOS D B A - - A - - D B HCM 95th %tile Q(veh) 0.3 0.1 0 - - 0.1 - - 0.1 0.1 Page 209 of 349 HCM 6th TWSC 2027 AM No Build 6: Biscayne Ave & CR 42 Synchro 11 Report Intersection Int Delay, s/veh 5.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 100 503 12 67 409 4 3 20 95 5 19 126 Future Vol, veh/h 100 503 12 67 409 4 3 20 95 5 19 126 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 300 - 300 300 - - 400 - - 300 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87 Heavy Vehicles, % 2 5 2 2 5 2 2 2 2 2 2 2 Mvmt Flow 115 578 14 77 470 5 3 23 109 6 22 145 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 475 0 0 592 0 0 1208 1437 289 1158 1449 238 Stage 1 - - - - - - 808 808 - 627 627 - Stage 2 - - - - - - 400 629 - 531 822 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1083 - - 980 - - 139 132 708 151 130 763 Stage 1 - - - - - - 341 392 - 438 474 - Stage 2 - - - - - - 597 474 - 500 386 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1083 - - 980 - - 82 109 708 93 107 763 Mov Cap-2 Maneuver - - - - - - 82 109 - 93 107 - Stage 1 - - - - - - 305 350 - 392 437 - Stage 2 - - - - - - 423 437 - 353 345 - Approach EB WB NB SB HCM Control Delay, s 1.4 1.3 21.4 19.8 HCM LOS C C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 SBLn2 Capacity (veh/h) 82 362 1083 - - 980 - - 93 423 HCM Lane V/C Ratio 0.042 0.365 0.106 - - 0.079 - - 0.062 0.394 HCM Control Delay (s) 50.8 20.6 8.7 - - 9 - - 46.2 18.9 HCM Lane LOS F C A - - A - - E C HCM 95th %tile Q(veh) 0.1 1.6 0.4 - - 0.3 - - 0.2 1.8 Page 210 of 349 HCM 6th TWSC 2027 AM No Build 13: Biscayne Ave & CR 46 Synchro 11 Report Intersection Int Delay, s/veh 2.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 123 431 15 4 390 18 11 2 10 7 2 81 Future Vol, veh/h 123 431 15 4 390 18 11 2 10 7 2 81 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - 250 250 - 250 - - 300 - - 300 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 135 474 16 4 429 20 12 2 11 8 2 89 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 449 0 0 490 0 0 1237 1201 474 1196 1197 429 Stage 1 - - - - - - 744 744 - 437 437 - Stage 2 - - - - - - 493 457 - 759 760 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1111 - - 1073 - - 153 185 590 163 186 626 Stage 1 - - - - - - 407 421 - 598 579 - Stage 2 - - - - - - 558 568 - 399 414 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1111 - - 1073 - - 118 162 590 143 163 626 Mov Cap-2 Maneuver - - - - - - 118 162 - 143 163 - Stage 1 - - - - - - 357 370 - 525 577 - Stage 2 - - - - - - 475 566 - 342 363 - Approach EB WB NB SB HCM Control Delay, s 1.9 0.1 26.4 13.7 HCM LOS D B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 SBLn2 Capacity (veh/h) 123 590 1111 - - 1073 - - 147 626 HCM Lane V/C Ratio 0.116 0.019 0.122 - - 0.004 - - 0.067 0.142 HCM Control Delay (s) 38.1 11.2 8.7 - - 8.4 - - 31.2 11.7 HCM Lane LOS E B A - - A - - D B HCM 95th %tile Q(veh) 0.4 0.1 0.4 - - 0 - - 0.2 0.5 Page 211 of 349 HCM 6th TWSC 2027 AM No Build 16: Biscayne Ave & Boulder Trail Synchro 11 Report Intersection Int Delay, s/veh 0.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 1 4 12 122 76 1 Future Vol, veh/h 1 4 12 122 76 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 300 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 74 74 74 74 74 74 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 5 16 165 103 1 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 301 104 104 0 - 0 Stage 1 104 - - - - - Stage 2 197 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 691 951 1488 - - - Stage 1 920 - - - - - Stage 2 836 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 683 951 1488 - - - Mov Cap-2 Maneuver 683 - - - - - Stage 1 910 - - - - - Stage 2 836 - - - - - Approach EB NB SB HCM Control Delay, s 9.1 0.7 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1488 - 882 - - HCM Lane V/C Ratio 0.011 - 0.008 - - HCM Control Delay (s) 7.4 - 9.1 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 - 0 - - Page 212 of 349 HCM 6th TWSC 2027 AM No Build 19: CR 42 & 145th St Synchro 11 Report Intersection Int Delay, s/veh 2.1 Movement SEL SER NEL NET SWT SWR Lane Configurations Traffic Vol, veh/h 92 17 6 597 463 93 Future Vol, veh/h 92 17 6 597 463 93 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 200 - - 200 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 2 2 2 5 5 2 Mvmt Flow 106 20 7 686 532 107 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 889 266 639 0 - 0 Stage 1 532 - - - - - Stage 2 357 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 283 732 941 - - - Stage 1 553 - - - - - Stage 2 679 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 281 732 941 - - - Mov Cap-2 Maneuver 281 - - - - - Stage 1 549 - - - - - Stage 2 679 - - - - - Approach SE NE SW HCM Control Delay, s 24.2 0.1 0 HCM LOS C Minor Lane/Major Mvmt NEL NET SELn1 SWT SWR Capacity (veh/h) 941 - 311 - - HCM Lane V/C Ratio 0.007 - 0.403 - - HCM Control Delay (s) 8.9 - 24.2 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0 - 1.9 - - Page 213 of 349 HCM 6th AWSC 2027 AM No Build 9: Biscayne Ave & 145th St Synchro 11 Report Intersection Intersection Delay, s/veh 11.8 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 91 125 15 16 131 23 18 94 15 31 108 72 Future Vol, veh/h 91 125 15 16 131 23 18 94 15 31 108 72 Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 111 152 18 20 160 28 22 115 18 38 132 88 Number of Lanes 0 1 0 0 1 0 1 1 0 1 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 2 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2 2 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 2 1 1 HCM Control Delay 12.8 11.3 10.8 11.7 HCM LOS B B B B Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 SBLn2 Vol Left, % 100% 0% 39% 9% 100% 0% Vol Thru, % 0% 86% 54% 77% 0% 60% Vol Right, % 0% 14% 6% 14% 0% 40% Sign Control Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 18 109 231 170 31 180 LT Vol 18 0 91 16 31 0 Through Vol 0 94 125 131 0 108 RT Vol 0 15 15 23 0 72 Lane Flow Rate 22 133 282 207 38 220 Geometry Grp 7 7 2 2 7 7 Degree of Util (X) 0.042 0.231 0.433 0.321 0.07 0.36 Departure Headway (Hd) 6.851 6.244 5.534 5.566 6.69 5.896 Convergence, Y/N Yes Yes Yes Yes Yes Yes Cap 521 573 648 643 535 608 Service Time 4.61 4.002 3.586 3.622 4.443 3.648 HCM Lane V/C Ratio 0.042 0.232 0.435 0.322 0.071 0.362 HCM Control Delay 9.9 10.9 12.8 11.3 9.9 12 HCM Lane LOS A B B B A B HCM 95th-tile Q 0.1 0.9 2.2 1.4 0.2 1.6 Page 214 of 349 HCM 6th TWSC 2027 AM Build 3: Business Pkwy & CR 42 Synchro 11 Report Intersection Int Delay, s/veh 0.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 13 718 26 21 609 1 12 1 9 2 1 14 Future Vol, veh/h 13 718 26 21 609 1 12 1 9 2 1 14 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 300 - 300 300 - 300 300 - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 2 5 2 2 5 2 2 2 2 2 2 2 Mvmt Flow 15 816 30 24 692 1 14 1 10 2 1 16 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 693 0 0 846 0 0 1241 1587 408 1179 1616 346 Stage 1 - - - - - - 846 846 - 740 740 - Stage 2 - - - - - - 395 741 - 439 876 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 898 - - 787 - - 131 107 593 146 103 650 Stage 1 - - - - - - 323 377 - 375 421 - Stage 2 - - - - - - 602 421 - 567 365 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 898 - - 787 - - 122 102 593 137 98 650 Mov Cap-2 Maneuver - - - - - - 122 102 - 137 98 - Stage 1 - - - - - - 318 371 - 369 408 - Stage 2 - - - - - - 568 408 - 546 359 - Approach EB WB NB SB HCM Control Delay, s 0.2 0.3 27.3 15.1 HCM LOS D C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 SBLn2 Capacity (veh/h) 122 400 898 - - 787 - - 127 544 HCM Lane V/C Ratio 0.112 0.028 0.016 - - 0.03 - - 0.022 0.03 HCM Control Delay (s) 38.2 14.3 9.1 - - 9.7 - - 34 11.8 HCM Lane LOS E B A - - A - - D B HCM 95th %tile Q(veh) 0.4 0.1 0.1 - - 0.1 - - 0.1 0.1 Page 215 of 349 HCM 6th TWSC 2027 AM Build 6: Biscayne Ave & CR 42 Synchro 11 Report Intersection Int Delay, s/veh 1.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 100 503 126 180 409 4 96 178 187 5 214 126 Future Vol, veh/h 100 503 126 180 409 4 96 178 187 5 214 126 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 300 - 300 300 - - 400 - - 300 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 87 87 87 87 87 87 87 87 87 87 87 87 Heavy Vehicles, % 2 5 2 2 5 2 2 2 2 2 2 2 Mvmt Flow 115 578 145 207 470 5 110 205 215 6 246 145 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 475 0 0 723 0 0 1580 1697 289 1509 1840 238 Stage 1 - - - - - - 808 808 - 887 887 - Stage 2 - - - - - - 772 889 - 622 953 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1083 - - 875 - - ~ 73 ~ 92 708 83 ~ 75 763 Stage 1 - - - - - - 341 392 - 305 360 - Stage 2 - - - - - - 358 360 - 441 336 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1083 - - 875 - - - ~ 63 708 - ~ 51 763 Mov Cap-2 Maneuver - - - - - - - ~ 63 - - ~ 51 - Stage 1 - - - - - - 305 350 - 273 275 - Stage 2 - - - - - - ~ 23 275 - 114 300 - Approach EB WB NB SB HCM Control Delay, s 1.2 3.2 HCM LOS - - Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 SBLn2 Capacity (veh/h) - 118 1083 - - 875 - - - 78 HCM Lane V/C Ratio - 3.555 0.106 - - 0.236 - - - 5.01 HCM Control Delay (s) -$ 1226.4 8.7 - - 10.4 - - -$ 1911.7 HCM Lane LOS - F A - - B - - - F HCM 95th %tile Q(veh) - 41.5 0.4 - - 0.9 - - - 42.5 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Page 216 of 349 HCM 6th TWSC 2027 AM Build 13: Biscayne Ave & CR 46 Synchro 11 Report Intersection Int Delay, s/veh 2.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 123 431 15 4 390 18 11 2 10 7 2 81 Future Vol, veh/h 123 431 15 4 390 18 11 2 10 7 2 81 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - 250 250 - 250 - - 300 - - 300 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 135 474 16 4 429 20 12 2 11 8 2 89 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 449 0 0 490 0 0 1237 1201 474 1196 1197 429 Stage 1 - - - - - - 744 744 - 437 437 - Stage 2 - - - - - - 493 457 - 759 760 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1111 - - 1073 - - 153 185 590 163 186 626 Stage 1 - - - - - - 407 421 - 598 579 - Stage 2 - - - - - - 558 568 - 399 414 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1111 - - 1073 - - 118 162 590 143 163 626 Mov Cap-2 Maneuver - - - - - - 118 162 - 143 163 - Stage 1 - - - - - - 357 370 - 525 577 - Stage 2 - - - - - - 475 566 - 342 363 - Approach EB WB NB SB HCM Control Delay, s 1.9 0.1 26.4 13.7 HCM LOS D B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 SBLn2 Capacity (veh/h) 123 590 1111 - - 1073 - - 147 626 HCM Lane V/C Ratio 0.116 0.019 0.122 - - 0.004 - - 0.067 0.142 HCM Control Delay (s) 38.1 11.2 8.7 - - 8.4 - - 31.2 11.7 HCM Lane LOS E B A - - A - - D B HCM 95th %tile Q(veh) 0.4 0.1 0.4 - - 0 - - 0.2 0.5 Page 217 of 349 HCM 6th TWSC 2027 AM Build 16: Biscayne Ave & Boulder Trail/ Boulder Trail Synchro 11 Report Intersection Int Delay, s/veh 9.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 1 4 1 1 343 12 122 1 422 76 1 Future Vol, veh/h 1 1 4 1 1 343 12 122 1 422 76 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 300 - - 300 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 73 73 73 73 73 73 73 73 73 73 73 73 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 1 1 5 1 1 470 16 167 1 578 104 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1696 1461 105 1464 1461 168 105 0 0 168 0 0 Stage 1 1261 1261 - 200 200 - - - - - - - Stage 2 435 200 - 1264 1261 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 73 129 949 106 129 876 1486 - - 1410 - - Stage 1 209 241 - 802 736 - - - - - - - Stage 2 600 736 - 208 241 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 23 75 949 70 75 876 1486 - - 1410 - - Mov Cap-2 Maneuver 23 75 - 70 75 - - - - - - - Stage 1 207 142 - 793 728 - - - - - - - Stage 2 275 728 - 121 142 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 45.1 15.1 0.7 7.9 HCM LOS E C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1486 - - 98 823 1410 - - HCM Lane V/C Ratio 0.011 - - 0.084 0.574 0.41 - - HCM Control Delay (s) 7.5 - - 45.1 15.1 9.3 - - HCM Lane LOS A - - E C A - - HCM 95th %tile Q(veh) 0 - - 0.3 3.7 2 - - Page 218 of 349 HCM 6th TWSC 2027 AM Build 19: CR 42 & 145th St Synchro 11 Report Intersection Int Delay, s/veh 2.7 Movement SEL SER NEL NET SWT SWR Lane Configurations Traffic Vol, veh/h 92 17 6 689 576 93 Future Vol, veh/h 92 17 6 689 576 93 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 200 - - 200 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 2 2 2 5 5 2 Mvmt Flow 106 20 7 792 662 107 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1072 331 769 0 - 0 Stage 1 662 - - - - - Stage 2 410 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 215 665 841 - - - Stage 1 475 - - - - - Stage 2 638 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 213 665 841 - - - Mov Cap-2 Maneuver 213 - - - - - Stage 1 471 - - - - - Stage 2 638 - - - - - Approach SE NE SW HCM Control Delay, s 35.8 0.1 0 HCM LOS E Minor Lane/Major Mvmt NEL NET SELn1 SWT SWR Capacity (veh/h) 841 - 238 - - HCM Lane V/C Ratio 0.008 - 0.526 - - HCM Control Delay (s) 9.3 - 35.8 - - HCM Lane LOS A - E - - HCM 95th %tile Q(veh) 0 - 2.8 - - Page 219 of 349 HCM 6th AWSC 2027 AM Build 9: Biscayne Ave & 145th St Synchro 11 Report Intersection Intersection Delay, s/veh 25.8 Intersection LOS D Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 91 125 36 37 131 23 35 219 31 31 261 72 Future Vol, veh/h 91 125 36 37 131 23 35 219 31 31 261 72 Peak Hour Factor 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 111 152 44 45 160 28 43 267 38 38 318 88 Number of Lanes 0 1 0 0 1 0 1 1 0 1 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 2 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2 2 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 2 1 1 HCM Control Delay 22.8 18.3 22.1 34.6 HCM LOS C C C D Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 SBLn2 Vol Left, % 100% 0% 36% 19% 100% 0% Vol Thru, % 0% 88% 50% 69% 0% 78% Vol Right, % 0% 12% 14% 12% 0% 22% Sign Control Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 35 250 252 191 31 333 LT Vol 35 0 91 37 31 0 Through Vol 0 219 125 131 0 261 RT Vol 0 31 36 23 0 72 Lane Flow Rate 43 305 307 233 38 406 Geometry Grp 7 7 2 2 7 7 Degree of Util (X) 0.098 0.648 0.637 0.499 0.084 0.829 Departure Headway (Hd) 8.253 7.646 7.459 7.718 8.024 7.352 Convergence, Y/N Yes Yes Yes Yes Yes Yes Cap 434 473 482 466 446 491 Service Time 6.017 5.409 5.524 5.791 5.783 5.11 HCM Lane V/C Ratio 0.099 0.645 0.637 0.5 0.085 0.827 HCM Control Delay 11.9 23.5 22.8 18.3 11.5 36.8 HCM Lane LOS B C C C B E HCM 95th-tile Q 0.3 4.5 4.4 2.7 0.3 8.1 Page 220 of 349 HCM 6th Signalized Intersection Summary 2027 AM Build 6: Biscayne Ave & CR 42 Synchro 11 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 100 503 126 180 409 4 96 178 187 5 214 126 Future Volume (veh/h) 100 503 126 180 409 4 96 178 187 5 214 126 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1826 1870 1870 1826 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 115 578 145 207 470 5 110 205 215 6 246 145 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 2 5 2 2 5 2 2 2 2 2 2 2 Cap, veh/h 479 966 441 480 1252 13 257 266 279 201 292 172 Arrive On Green 0.08 0.28 0.28 0.16 0.36 0.36 0.06 0.32 0.32 0.01 0.26 0.26 Sat Flow, veh/h 1781 3469 1585 1781 3516 37 1781 836 877 1781 1103 650 Grp Volume(v), veh/h 115 578 145 207 232 243 110 0 420 6 0 391 Grp Sat Flow(s),veh/h/ln 1781 1735 1585 1781 1735 1819 1781 0 1713 1781 0 1753 Q Serve(g_s), s 3.4 11.1 5.6 5.4 7.7 7.7 3.3 0.0 17.1 0.2 0.0 16.3 Cycle Q Clear(g_c), s 3.4 11.1 5.6 5.4 7.7 7.7 3.3 0.0 17.1 0.2 0.0 16.3 Prop In Lane 1.00 1.00 1.00 0.02 1.00 0.51 1.00 0.37 Lane Grp Cap(c), veh/h 479 966 441 480 618 648 257 0 546 201 0 463 V/C Ratio(X) 0.24 0.60 0.33 0.43 0.38 0.38 0.43 0.00 0.77 0.03 0.00 0.84 Avail Cap(c_a), veh/h 479 966 441 480 618 648 277 0 730 305 0 733 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 16.8 24.1 22.1 14.0 18.5 18.5 19.8 0.0 23.7 21.6 0.0 26.9 Incr Delay (d2), s/veh 1.2 2.7 2.0 2.8 1.7 1.7 1.1 0.0 3.6 0.1 0.0 5.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 2.7 8.3 4.0 4.3 5.8 6.1 2.5 0.0 11.4 0.1 0.0 11.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 18.0 26.9 24.1 16.8 20.2 20.1 20.9 0.0 27.3 21.7 0.0 32.1 LnGrp LOS B C C B C C C A C C A C Approach Vol, veh/h 838 682 530 397 Approach Delay, s/veh 25.2 19.2 26.0 32.0 Approach LOS C B C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 5.1 29.1 17.0 26.0 9.3 24.9 11.0 32.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.1 32.9 12.5 21.5 5.7 32.3 6.5 27.5 Max Q Clear Time (g_c+I1), s 2.2 19.1 7.4 13.1 5.3 18.3 5.4 9.7 Green Ext Time (p_c), s 0.0 2.3 0.3 2.8 0.0 2.1 0.0 2.6 Intersection Summary HCM 6th Ctrl Delay 24.8 HCM 6th LOS C Page 221 of 349 HCM 6th TWSC 2024 PM (3:00-4:00) 3: Business Pkwy & CR 42 Synchro 11 Report Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 549 14 10 614 3 26 1 26 1 1 22 Future Vol, veh/h 5 549 14 10 614 3 26 1 26 1 1 22 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 300 - 300 300 - 300 300 - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 3 2 2 4 2 2 2 2 2 2 2 Mvmt Flow 5 566 14 10 633 3 27 1 27 1 1 23 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 636 0 0 580 0 0 913 1232 283 947 1243 317 Stage 1 - - - - - - 576 576 - 653 653 - Stage 2 - - - - - - 337 656 - 294 590 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 943 - - 990 - - 228 176 714 216 173 679 Stage 1 - - - - - - 470 500 - 423 462 - Stage 2 - - - - - - 651 460 - 690 493 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 943 - - 990 - - 217 173 714 205 170 679 Mov Cap-2 Maneuver - - - - - - 217 173 - 205 170 - Stage 1 - - - - - - 468 498 - 421 457 - Stage 2 - - - - - - 621 455 - 659 491 - Approach EB WB NB SB HCM Control Delay, s 0.1 0.1 17.3 11.7 HCM LOS C B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 SBLn2 Capacity (veh/h) 217 640 943 - - 990 - - 192 637 HCM Lane V/C Ratio 0.124 0.043 0.005 - - 0.01 - - 0.008 0.036 HCM Control Delay (s) 23.9 10.9 8.8 - - 8.7 - - 23.9 10.9 HCM Lane LOS C B A - - A - - C B HCM 95th %tile Q(veh) 0.4 0.1 0 - - 0 - - 0 0.1 Page 222 of 349 HCM 6th TWSC 2024 PM (3:00-4:00) 6: Biscayne Ave & CR 42 Synchro 11 Report Intersection Int Delay, s/veh 4.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 98 464 14 69 516 9 7 11 59 4 31 104 Future Vol, veh/h 98 464 14 69 516 9 7 11 59 4 31 104 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 300 - 300 300 - - 400 - - 300 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 3 2 2 4 2 2 2 2 2 2 2 Mvmt Flow 105 499 15 74 555 10 8 12 63 4 33 112 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 565 0 0 514 0 0 1151 1422 250 1174 1432 283 Stage 1 - - - - - - 709 709 - 708 708 - Stage 2 - - - - - - 442 713 - 466 724 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1003 - - 1048 - - 153 135 750 147 133 714 Stage 1 - - - - - - 391 435 - 392 436 - Stage 2 - - - - - - 564 434 - 546 429 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1003 - - 1048 - - 87 112 750 108 111 714 Mov Cap-2 Maneuver - - - - - - 87 112 - 108 111 - Stage 1 - - - - - - 350 389 - 351 405 - Stage 2 - - - - - - 406 403 - 434 384 - Approach EB WB NB SB HCM Control Delay, s 1.5 1 19.3 25.9 HCM LOS C D Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 SBLn2 Capacity (veh/h) 87 396 1003 - - 1048 - - 108 318 HCM Lane V/C Ratio 0.087 0.19 0.105 - - 0.071 - - 0.04 0.456 HCM Control Delay (s) 50.3 16.2 9 - - 8.7 - - 39.7 25.5 HCM Lane LOS F C A - - A - - E D HCM 95th %tile Q(veh) 0.3 0.7 0.4 - - 0.2 - - 0.1 2.3 Page 223 of 349 HCM 6th TWSC 2024 PM (3:00-4:00) 13: Biscayne Ave & CR 46 Synchro 11 Report Intersection Int Delay, s/veh 2.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 67 441 7 1 406 2 3 1 7 12 1 104 Future Vol, veh/h 67 441 7 1 406 2 3 1 7 12 1 104 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - 250 250 - 250 - - 300 - - 300 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 74 490 8 1 451 2 3 1 8 13 1 116 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 453 0 0 498 0 0 1151 1093 490 1100 1099 451 Stage 1 - - - - - - 638 638 - 453 453 - Stage 2 - - - - - - 513 455 - 647 646 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1108 - - 1066 - - 175 214 578 190 212 608 Stage 1 - - - - - - 465 471 - 586 570 - Stage 2 - - - - - - 544 569 - 460 467 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1108 - - 1066 - - 134 199 578 177 198 608 Mov Cap-2 Maneuver - - - - - - 134 199 - 177 198 - Stage 1 - - - - - - 434 439 - 547 569 - Stage 2 - - - - - - 439 568 - 422 436 - Approach EB WB NB SB HCM Control Delay, s 1.1 0 18.2 13.9 HCM LOS C B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 SBLn2 Capacity (veh/h) 146 578 1108 - - 1066 - - 178 608 HCM Lane V/C Ratio 0.03 0.013 0.067 - - 0.001 - - 0.081 0.19 HCM Control Delay (s) 30.4 11.3 8.5 - - 8.4 - - 27 12.3 HCM Lane LOS D B A - - A - - D B HCM 95th %tile Q(veh) 0.1 0 0.2 - - 0 - - 0.3 0.7 Page 224 of 349 HCM 6th TWSC 2024 PM (3:00-4:00) 16: Biscayne Ave & Boulder Trail Synchro 11 Report Intersection Int Delay, s/veh 0.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 5 7 1 72 116 1 Future Vol, veh/h 5 7 1 72 116 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 300 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 6 8 1 83 133 1 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 219 134 134 0 - 0 Stage 1 134 - - - - - Stage 2 85 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 769 915 1451 - - - Stage 1 892 - - - - - Stage 2 938 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 768 915 1451 - - - Mov Cap-2 Maneuver 768 - - - - - Stage 1 891 - - - - - Stage 2 938 - - - - - Approach EB NB SB HCM Control Delay, s 9.3 0.1 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1451 - 847 - - HCM Lane V/C Ratio 0.001 - 0.016 - - HCM Control Delay (s) 7.5 - 9.3 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 - 0.1 - - Page 225 of 349 HCM 6th TWSC 2024 PM (3:00-4:00) 19: CR 42 & 145th St Synchro 11 Report Intersection Int Delay, s/veh 3 Movement SEL SER NEL NET SWT SWR Lane Configurations Traffic Vol, veh/h 101 25 22 505 569 121 Future Vol, veh/h 101 25 22 505 569 121 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 200 - - 200 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 2 3 4 Mvmt Flow 113 28 25 567 639 136 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 973 320 775 0 - 0 Stage 1 639 - - - - - Stage 2 334 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 250 676 837 - - - Stage 1 488 - - - - - Stage 2 697 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 243 676 837 - - - Mov Cap-2 Maneuver 243 - - - - - Stage 1 473 - - - - - Stage 2 697 - - - - - Approach SE NE SW HCM Control Delay, s 30.7 0.4 0 HCM LOS D Minor Lane/Major Mvmt NEL NET SELn1 SWT SWR Capacity (veh/h) 837 - 278 - - HCM Lane V/C Ratio 0.03 - 0.509 - - HCM Control Delay (s) 9.4 - 30.7 - - HCM Lane LOS A - D - - HCM 95th %tile Q(veh) 0.1 - 2.7 - - Page 226 of 349 HCM 6th AWSC 2024 PM (3:00-4:00) 9: Biscayne Ave & 145th St Synchro 11 Report Intersection Intersection Delay, s/veh 10.8 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 70 122 23 17 139 18 17 67 13 30 110 64 Future Vol, veh/h 70 122 23 17 139 18 17 67 13 30 110 64 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 81 142 27 20 162 21 20 78 15 35 128 74 Number of Lanes 0 1 0 0 1 0 1 1 0 1 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 2 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2 2 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 2 1 1 HCM Control Delay 11.3 10.5 9.8 10.9 HCM LOS B B A B Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 SBLn2 Vol Left, % 100% 0% 33% 10% 100% 0% Vol Thru, % 0% 84% 57% 80% 0% 63% Vol Right, % 0% 16% 11% 10% 0% 37% Sign Control Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 17 80 215 174 30 174 LT Vol 17 0 70 17 30 0 Through Vol 0 67 122 139 0 110 RT Vol 0 13 23 18 0 64 Lane Flow Rate 20 93 250 202 35 202 Geometry Grp 7 7 2 2 7 7 Degree of Util (X) 0.036 0.155 0.365 0.297 0.062 0.319 Departure Headway (Hd) 6.632 6.008 5.251 5.283 6.444 5.676 Convergence, Y/N Yes Yes Yes Yes Yes Yes Cap 540 597 685 680 556 633 Service Time 4.37 3.746 3.281 3.315 4.177 3.408 HCM Lane V/C Ratio 0.037 0.156 0.365 0.297 0.063 0.319 HCM Control Delay 9.6 9.9 11.3 10.5 9.6 11.1 HCM Lane LOS A A B B A B HCM 95th-tile Q 0.1 0.5 1.7 1.2 0.2 1.4 Page 227 of 349 HCM 6th TWSC 2027 PM No Build (3:00-4:00) 3: Business Pkwy & CR 42 Synchro 11 Report Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 586 15 11 655 3 28 1 28 1 1 23 Future Vol, veh/h 5 586 15 11 655 3 28 1 28 1 1 23 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 300 - 300 300 - 300 300 - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 3 2 2 4 2 2 2 2 2 2 2 Mvmt Flow 5 604 15 11 675 3 29 1 29 1 1 24 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 678 0 0 619 0 0 974 1314 302 1010 1326 338 Stage 1 - - - - - - 614 614 - 697 697 - Stage 2 - - - - - - 360 700 - 313 629 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 910 - - 957 - - 206 157 694 194 154 658 Stage 1 - - - - - - 446 481 - 398 441 - Stage 2 - - - - - - 631 440 - 672 474 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 910 - - 957 - - 195 154 694 183 152 658 Mov Cap-2 Maneuver - - - - - - 195 154 - 183 152 - Stage 1 - - - - - - 444 479 - 396 436 - Stage 2 - - - - - - 600 435 - 639 472 - Approach EB WB NB SB HCM Control Delay, s 0.1 0.1 18.7 12 HCM LOS C B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 SBLn2 Capacity (veh/h) 195 619 910 - - 957 - - 171 614 HCM Lane V/C Ratio 0.148 0.048 0.006 - - 0.012 - - 0.009 0.039 HCM Control Delay (s) 26.6 11.1 9 - - 8.8 - - 26.2 11.1 HCM Lane LOS D B A - - A - - D B HCM 95th %tile Q(veh) 0.5 0.2 0 - - 0 - - 0 0.1 Page 228 of 349 HCM 6th TWSC 2027 PM No Build (3:00-4:00) 6: Biscayne Ave & CR 42 Synchro 11 Report Intersection Int Delay, s/veh 5.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 105 495 15 74 551 10 7 12 63 4 33 111 Future Vol, veh/h 105 495 15 74 551 10 7 12 63 4 33 111 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 300 - 300 300 - - 400 - - 300 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 3 2 2 4 2 2 2 2 2 2 2 Mvmt Flow 113 532 16 80 592 11 8 13 68 4 35 119 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 603 0 0 548 0 0 1232 1521 266 1257 1532 302 Stage 1 - - - - - - 758 758 - 758 758 - Stage 2 - - - - - - 474 763 - 499 774 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 971 - - 1018 - - 133 117 732 128 116 694 Stage 1 - - - - - - 365 413 - 365 413 - Stage 2 - - - - - - 540 411 - 522 406 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 971 - - 1018 - - 67 95 732 89 94 694 Mov Cap-2 Maneuver - - - - - - 67 95 - 89 94 - Stage 1 - - - - - - 323 365 - 323 380 - Stage 2 - - - - - - 374 379 - 404 359 - Approach EB WB NB SB HCM Control Delay, s 1.6 1 22.2 32.7 HCM LOS C D Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 SBLn2 Capacity (veh/h) 67 353 971 - - 1018 - - 89 282 HCM Lane V/C Ratio 0.112 0.228 0.116 - - 0.078 - - 0.048 0.549 HCM Control Delay (s) 65.4 18.2 9.2 - - 8.8 - - 47.5 32.3 HCM Lane LOS F C A - - A - - E D HCM 95th %tile Q(veh) 0.4 0.9 0.4 - - 0.3 - - 0.1 3.1 Page 229 of 349 HCM 6th TWSC 2027 PM No Build (3:00-4:00) 13: Biscayne Ave & CR 46 Synchro 11 Report Intersection Int Delay, s/veh 2.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 72 471 7 1 433 2 3 1 7 13 1 111 Future Vol, veh/h 72 471 7 1 433 2 3 1 7 13 1 111 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - 250 250 - 250 - - 300 - - 300 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 80 523 8 1 481 2 3 1 8 14 1 123 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 483 0 0 531 0 0 1229 1168 523 1175 1174 481 Stage 1 - - - - - - 683 683 - 483 483 - Stage 2 - - - - - - 546 485 - 692 691 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1080 - - 1036 - - 155 193 554 168 192 585 Stage 1 - - - - - - 439 449 - 565 553 - Stage 2 - - - - - - 522 552 - 434 446 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1080 - - 1036 - - 115 179 554 155 178 585 Mov Cap-2 Maneuver - - - - - - 115 179 - 155 178 - Stage 1 - - - - - - 407 416 - 523 552 - Stage 2 - - - - - - 411 551 - 395 413 - Approach EB WB NB SB HCM Control Delay, s 1.1 0 20 14.8 HCM LOS C B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 SBLn2 Capacity (veh/h) 126 554 1080 - - 1036 - - 156 585 HCM Lane V/C Ratio 0.035 0.014 0.074 - - 0.001 - - 0.1 0.211 HCM Control Delay (s) 34.6 11.6 8.6 - - 8.5 - - 30.6 12.8 HCM Lane LOS D B A - - A - - D B HCM 95th %tile Q(veh) 0.1 0 0.2 - - 0 - - 0.3 0.8 Page 230 of 349 HCM 6th TWSC 2027 PM No Build (3:00-4:00) 16: Biscayne Ave & Boulder Trail Synchro 11 Report Intersection Int Delay, s/veh 0.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 5 7 1 77 124 1 Future Vol, veh/h 5 7 1 77 124 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 300 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 6 8 1 89 143 1 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 235 144 144 0 - 0 Stage 1 144 - - - - - Stage 2 91 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 753 903 1438 - - - Stage 1 883 - - - - - Stage 2 933 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 752 903 1438 - - - Mov Cap-2 Maneuver 752 - - - - - Stage 1 882 - - - - - Stage 2 933 - - - - - Approach EB NB SB HCM Control Delay, s 9.4 0.1 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1438 - 833 - - HCM Lane V/C Ratio 0.001 - 0.017 - - HCM Control Delay (s) 7.5 - 9.4 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 - 0.1 - - Page 231 of 349 HCM 6th TWSC 2027 PM No Build (3:00-4:00) 19: CR 42 & 145th St Synchro 11 Report Intersection Int Delay, s/veh 3.8 Movement SEL SER NEL NET SWT SWR Lane Configurations Traffic Vol, veh/h 108 27 23 539 607 129 Future Vol, veh/h 108 27 23 539 607 129 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 200 - - 200 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 3 4 2 Mvmt Flow 121 30 26 606 682 145 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1037 341 827 0 - 0 Stage 1 682 - - - - - Stage 2 355 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 227 655 800 - - - Stage 1 464 - - - - - Stage 2 681 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 220 655 800 - - - Mov Cap-2 Maneuver 220 - - - - - Stage 1 449 - - - - - Stage 2 681 - - - - - Approach SE NE SW HCM Control Delay, s 38.2 0.4 0 HCM LOS E Minor Lane/Major Mvmt NEL NET SELn1 SWT SWR Capacity (veh/h) 800 - 254 - - HCM Lane V/C Ratio 0.032 - 0.597 - - HCM Control Delay (s) 9.7 - 38.2 - - HCM Lane LOS A - E - - HCM 95th %tile Q(veh) 0.1 - 3.5 - - Page 232 of 349 HCM 6th AWSC 2027 PM No Build (3:00-4:00) 9: Biscayne Ave & 145th St Synchro 11 Report Intersection Intersection Delay, s/veh 11.2 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 75 130 25 18 148 19 18 72 14 32 117 68 Future Vol, veh/h 75 130 25 18 148 19 18 72 14 32 117 68 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 87 151 29 21 172 22 21 84 16 37 136 79 Number of Lanes 0 1 0 0 1 0 1 1 0 1 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 2 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2 2 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 2 1 1 HCM Control Delay 11.9 11 10.1 11.3 HCM LOS B B B B Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 SBLn2 Vol Left, % 100% 0% 33% 10% 100% 0% Vol Thru, % 0% 84% 57% 80% 0% 63% Vol Right, % 0% 16% 11% 10% 0% 37% Sign Control Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 18 86 230 185 32 185 LT Vol 18 0 75 18 32 0 Through Vol 0 72 130 148 0 117 RT Vol 0 14 25 19 0 68 Lane Flow Rate 21 100 267 215 37 215 Geometry Grp 7 7 2 2 7 7 Degree of Util (X) 0.039 0.171 0.399 0.323 0.068 0.347 Departure Headway (Hd) 6.78 6.154 5.365 5.409 6.571 5.801 Convergence, Y/N Yes Yes Yes Yes Yes Yes Cap 528 582 671 663 545 620 Service Time 4.528 3.902 3.405 3.452 4.312 3.542 HCM Lane V/C Ratio 0.04 0.172 0.398 0.324 0.068 0.347 HCM Control Delay 9.8 10.2 11.9 11 9.8 11.6 HCM Lane LOS A B B B A B HCM 95th-tile Q 0.1 0.6 1.9 1.4 0.2 1.5 Page 233 of 349 HCM 6th TWSC 2027 PM Build (3:00-4:00) 3: Business Pkwy & CR 42 Synchro 11 Report Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 638 15 11 716 3 28 1 28 1 1 23 Future Vol, veh/h 5 638 15 11 716 3 28 1 28 1 1 23 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 300 - 300 300 - 300 300 - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 2 3 2 2 4 2 2 2 2 2 2 2 Mvmt Flow 5 658 15 11 738 3 29 1 29 1 1 24 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 741 0 0 673 0 0 1060 1431 329 1100 1443 369 Stage 1 - - - - - - 668 668 - 760 760 - Stage 2 - - - - - - 392 763 - 340 683 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 862 - - 914 - - 178 133 667 167 131 628 Stage 1 - - - - - - 414 455 - 364 413 - Stage 2 - - - - - - 604 411 - 648 447 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 862 - - 914 - - 168 131 667 157 129 628 Mov Cap-2 Maneuver - - - - - - 168 131 - 157 129 - Stage 1 - - - - - - 412 452 - 362 408 - Stage 2 - - - - - - 573 406 - 615 444 - Approach EB WB NB SB HCM Control Delay, s 0.1 0.1 21 12.6 HCM LOS C B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 SBLn2 Capacity (veh/h) 168 585 862 - - 914 - - 146 580 HCM Lane V/C Ratio 0.172 0.051 0.006 - - 0.012 - - 0.011 0.042 HCM Control Delay (s) 30.8 11.5 9.2 - - 9 - - 29.9 11.5 HCM Lane LOS D B A - - A - - D B HCM 95th %tile Q(veh) 0.6 0.2 0 - - 0 - - 0 0.1 Page 234 of 349 HCM 6th TWSC 2027 PM Build (3:00-4:00) 6: Biscayne Ave & CR 42 Synchro 11 Report Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 105 495 67 125 551 10 68 115 123 4 122 111 Future Vol, veh/h 105 495 67 125 551 10 68 115 123 4 122 111 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 300 - 300 300 - - 400 - - 300 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 2 3 2 2 4 2 2 2 2 2 2 2 Mvmt Flow 113 532 72 134 592 11 73 124 132 4 131 119 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 603 0 0 604 0 0 1388 1629 266 1420 1696 302 Stage 1 - - - - - - 758 758 - 866 866 - Stage 2 - - - - - - 630 871 - 554 830 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 971 - - 970 - - 102 ~ 101 732 97 ~ 92 694 Stage 1 - - - - - - 365 413 - 314 369 - Stage 2 - - - - - - 436 367 - 484 383 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 971 - - 970 - - - ~ 77 732 - ~ 70 694 Mov Cap-2 Maneuver - - - - - - - ~ 77 - - ~ 70 - Stage 1 - - - - - - 323 365 - 278 318 - Stage 2 - - - - - - 183 316 - 232 339 - Approach EB WB NB SB HCM Control Delay, s 1.4 1.7 HCM LOS - - Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 SBLn2 Capacity (veh/h) - 143 971 - - 970 - - - 122 HCM Lane V/C Ratio - 1.79 0.116 - - 0.139 - - - 2.054 HCM Control Delay (s) -$ 435.5 9.2 - - 9.3 - - -$ 560.5 HCM Lane LOS - F A - - A - - - F HCM 95th %tile Q(veh) - 19.1 0.4 - - 0.5 - - - 20.6 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Page 235 of 349 HCM 6th TWSC 2027 PM Build (3:00-4:00) 13: Biscayne Ave & CR 46 Synchro 11 Report Intersection Int Delay, s/veh 2.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 72 471 7 1 433 2 3 1 7 13 1 111 Future Vol, veh/h 72 471 7 1 433 2 3 1 7 13 1 111 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - 250 250 - 250 - - 300 - - 300 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 80 523 8 1 481 2 3 1 8 14 1 123 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 483 0 0 531 0 0 1229 1168 523 1175 1174 481 Stage 1 - - - - - - 683 683 - 483 483 - Stage 2 - - - - - - 546 485 - 692 691 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1080 - - 1036 - - 155 193 554 168 192 585 Stage 1 - - - - - - 439 449 - 565 553 - Stage 2 - - - - - - 522 552 - 434 446 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1080 - - 1036 - - 115 179 554 155 178 585 Mov Cap-2 Maneuver - - - - - - 115 179 - 155 178 - Stage 1 - - - - - - 407 416 - 523 552 - Stage 2 - - - - - - 411 551 - 395 413 - Approach EB WB NB SB HCM Control Delay, s 1.1 0 20 14.8 HCM LOS C B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 SBLn2 Capacity (veh/h) 126 554 1080 - - 1036 - - 156 585 HCM Lane V/C Ratio 0.035 0.014 0.074 - - 0.001 - - 0.1 0.211 HCM Control Delay (s) 34.6 11.6 8.6 - - 8.5 - - 30.6 12.8 HCM Lane LOS D B A - - A - - D B HCM 95th %tile Q(veh) 0.1 0 0.2 - - 0 - - 0.3 0.8 Page 236 of 349 HCM 6th TWSC 2027 PM Build (3:00-4:00) 16: Biscayne Ave & Boulder Trail Synchro 11 Report Intersection Int Delay, s/veh 6.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 1 7 1 1 224 1 77 1 192 124 1 Future Vol, veh/h 5 1 7 1 1 224 1 77 1 192 124 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 300 - - 300 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 73 73 73 73 73 73 73 73 73 73 73 73 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 7 1 10 1 1 307 1 105 1 263 170 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 959 805 171 810 805 106 171 0 0 106 0 0 Stage 1 697 697 - 108 108 - - - - - - - Stage 2 262 108 - 702 697 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 237 316 873 298 316 948 1406 - - 1485 - - Stage 1 431 443 - 897 806 - - - - - - - Stage 2 743 806 - 429 443 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 138 260 873 254 260 948 1406 - - 1485 - - Mov Cap-2 Maneuver 138 260 - 254 260 - - - - - - - Stage 1 431 365 - 896 805 - - - - - - - Stage 2 501 805 - 348 365 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 19.3 10.8 0.1 4.8 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1406 - - 270 926 1485 - - HCM Lane V/C Ratio 0.001 - - 0.066 0.334 0.177 - - HCM Control Delay (s) 7.6 - - 19.3 10.8 7.9 - - HCM Lane LOS A - - C B A - - HCM 95th %tile Q(veh) 0 - - 0.2 1.5 0.6 - - Page 237 of 349 HCM 6th TWSC 2027 PM Build (3:00-4:00) 19: CR 42 & 145th St Synchro 11 Report Intersection Int Delay, s/veh 4.5 Movement SEL SER NEL NET SWT SWR Lane Configurations Traffic Vol, veh/h 108 27 23 599 656 129 Future Vol, veh/h 108 27 23 599 656 129 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 200 - - 200 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 2 2 2 3 4 2 Mvmt Flow 121 30 26 673 737 145 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1126 369 882 0 - 0 Stage 1 737 - - - - - Stage 2 389 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 199 628 762 - - - Stage 1 434 - - - - - Stage 2 654 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 192 628 762 - - - Mov Cap-2 Maneuver 192 - - - - - Stage 1 419 - - - - - Stage 2 654 - - - - - Approach SE NE SW HCM Control Delay, s 49.8 0.4 0 HCM LOS E Minor Lane/Major Mvmt NEL NET SELn1 SWT SWR Capacity (veh/h) 762 - 223 - - HCM Lane V/C Ratio 0.034 - 0.68 - - HCM Control Delay (s) 9.9 - 49.8 - - HCM Lane LOS A - E - - HCM 95th %tile Q(veh) 0.1 - 4.3 - - Page 238 of 349 HCM 6th AWSC 2027 PM Build (3:00-4:00) 9: Biscayne Ave & 145th St Synchro 11 Report Intersection Intersection Delay, s/veh 14.5 Intersection LOS B Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 75 130 34 27 148 19 29 154 24 32 188 68 Future Vol, veh/h 75 130 34 27 148 19 29 154 24 32 188 68 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 87 151 40 31 172 22 34 179 28 37 219 79 Number of Lanes 0 1 0 0 1 0 1 1 0 1 1 0 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1 1 2 2 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 2 2 1 1 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 2 2 1 1 HCM Control Delay 14.9 13.6 13.2 15.7 HCM LOS B B B C Lane NBLn1 NBLn2 EBLn1 WBLn1 SBLn1 SBLn2 Vol Left, % 100% 0% 31% 14% 100% 0% Vol Thru, % 0% 87% 54% 76% 0% 73% Vol Right, % 0% 13% 14% 10% 0% 27% Sign Control Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 29 178 239 194 32 256 LT Vol 29 0 75 27 32 0 Through Vol 0 154 130 148 0 188 RT Vol 0 24 34 19 0 68 Lane Flow Rate 34 207 278 226 37 298 Geometry Grp 7 7 2 2 7 7 Degree of Util (X) 0.069 0.386 0.481 0.398 0.074 0.533 Departure Headway (Hd) 7.327 6.718 6.235 6.35 7.154 6.452 Convergence, Y/N Yes Yes Yes Yes Yes Yes Cap 489 536 578 566 501 560 Service Time 5.069 4.46 4.273 4.391 4.892 4.191 HCM Lane V/C Ratio 0.07 0.386 0.481 0.399 0.074 0.532 HCM Control Delay 10.6 13.6 14.9 13.6 10.5 16.4 HCM Lane LOS B B B B B C HCM 95th-tile Q 0.2 1.8 2.6 1.9 0.2 3.1 Page 239 of 349 HCM 6th Signalized Intersection Summary 2027 PM Build (3:00-4:00) 6: Biscayne Ave & CR 42 Synchro 11 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 105 495 67 125 551 10 68 115 123 4 122 111 Future Volume (veh/h) 105 495 67 125 551 10 68 115 123 4 122 111 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1856 1870 1870 1841 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 113 532 72 134 592 11 73 124 132 4 131 119 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 2 3 2 2 4 2 2 2 2 2 2 2 Cap, veh/h 532 1247 561 579 1388 26 246 192 205 218 166 151 Arrive On Green 0.12 0.35 0.35 0.16 0.40 0.40 0.05 0.23 0.23 0.01 0.18 0.18 Sat Flow, veh/h 1781 3526 1585 1781 3512 65 1781 829 882 1781 903 820 Grp Volume(v), veh/h 113 532 72 134 295 308 73 0 256 4 0 250 Grp Sat Flow(s),veh/h/ln 1781 1763 1585 1781 1749 1829 1781 0 1712 1781 0 1723 Q Serve(g_s), s 2.6 8.3 2.2 2.8 8.8 8.8 2.3 0.0 9.7 0.1 0.0 10.0 Cycle Q Clear(g_c), s 2.6 8.3 2.2 2.8 8.8 8.8 2.3 0.0 9.7 0.1 0.0 10.0 Prop In Lane 1.00 1.00 1.00 0.04 1.00 0.52 1.00 0.48 Lane Grp Cap(c), veh/h 532 1247 561 579 691 723 246 0 397 218 0 317 V/C Ratio(X) 0.21 0.43 0.13 0.23 0.43 0.43 0.30 0.00 0.64 0.02 0.00 0.79 Avail Cap(c_a), veh/h 532 1247 561 579 691 723 337 0 700 345 0 657 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 11.0 17.7 15.8 9.6 15.9 15.9 22.0 0.0 25.0 24.0 0.0 28.1 Incr Delay (d2), s/veh 0.9 1.1 0.5 0.9 1.9 1.8 0.7 0.0 1.8 0.0 0.0 4.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(95%),veh/ln 1.9 6.0 1.5 2.0 6.6 6.8 1.7 0.0 7.1 0.1 0.0 7.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 11.9 18.8 16.3 10.6 17.8 17.7 22.7 0.0 26.8 24.1 0.0 32.5 LnGrp LOS B B B B B B C A C C A C Approach Vol, veh/h 717 737 329 254 Approach Delay, s/veh 17.5 16.4 25.9 32.3 Approach LOS B B C C Timer - Assigned Phs 1 2 3 4 5 6 7 8 Phs Duration (G+Y+Rc), s 4.9 21.2 16.0 30.0 8.3 17.8 13.0 33.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 5.5 29.5 11.5 25.5 7.5 27.5 8.5 28.5 Max Q Clear Time (g_c+I1), s 2.1 11.7 4.8 10.3 4.3 12.0 4.6 10.8 Green Ext Time (p_c), s 0.0 1.4 0.2 3.4 0.0 1.3 0.1 3.5 Intersection Summary HCM 6th Ctrl Delay 20.3 HCM 6th LOS C Page 240 of 349 Crash Summary Biscayne/145th Crash Severity/Crash Year Crash Severity Total 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 K - Fatal 0 0 0 0 0 0 0 0 0 0 0 0 A - Serious Injury 0 0 0 0 0 0 0 0 0 0 0 0 B - Minor Injury 0 0 0 0 0 0 0 0 0 0 0 0 C - Possible Injury 0 0 0 0 0 0 0 0 0 0 0 0 N - Prop Dmg Only 4 0 0 0 0 0 1 0 2 0 0 1 Total 4 0 0 0 0 0 1 0 2 0 0 1 Crash Severity/Number of Vehicles Crash Severity Total 0 1 2 3+ K - Fatal 0 0 0 0 0 A - Serious Injury 0 0 0 0 0 B - Minor Injury 0 0 0 0 0 C - Possible Injury 0 0 0 0 0 N - Prop Dmg Only 4 0 1 2 1 Total 4 0 1 2 1 Basic Type Summary Total % Pedestrian 0 0.0 Bike 0 0.0 Single Vehicle Run Off Road 1 25.0 Single Vehicle Other 0 0.0 Sideswipe Same Direction 0 0.0 Sideswipe Opposing 0 0.0 Rear End 0 0.0 Head On 0 0.0 Left Turn 0 0.0 Angle 2 50.0 Other 1 25.0 Total 4 100.0 First Harmful Event Summary Total % Pedestrian 0 0.0 Bicyclist 0 0.0 Motor Vehicle In Transport 3 75.0 Parked Motor Vehicle 0 0.0 Train 0 0.0 Deer/Animal 0 0.0 Other - Non Fixed Object 0 0.0 Collision Fixed Object 1 25.0 Non-Collision Harmful Events 0 0.0 Other/Unknown 0 0.0 Total 4 100.0 Relationship to Intersection Summary Total % Not at Intersection/Interchange 0 0.0 Four-Way Intersection 3 75.0 T or Y Intersection 0 0.0 Five-Way Intersection or More 0 0.0 Roundabout 0 0.0 Intersection Related 1 25.0 Driveway Access Related 0 0.0 At School Crossing 0 0.0 Railway Grade Crossing 0 0.0 Shared Use Path or Trail 0 0.0 Interchange or Ramp 0 0.0 Crossover Related 0 0.0 Acceleration/Deceleration Lane 0 0.0 Other/Unknown 0 0.0 Total 4 100.0 Weather 1 Summary Total % Clear 4 100.0 Cloudy 0 0.0 Rain 0 0.0 Snow 0 0.0 Sleet, Hail (Freezing Rain/Drizzle)0 0.0 Fog/Smog/Smoke 0 0.0 Blowing Sand/Soil/Dirt/Snow 0 0.0 Severe Crosswinds 0 0.0 Other/Unknown 0 0.0 Total 4 100.0 Light Condition Summary Total % Daylight 2 50.0 Sunrise 0 0.0 Sunset 0 0.0 Dark (Str Lights On)2 50.0 Dark (Str Lights Off)0 0.0 Dark (No Str Lights)0 0.0 Dark (Unknown Light)0 0.0 Other/Unknown 0 0.0 Total 4 100.0 Report Generated 06/04/2024 MnCMAT 2.0.0 Page 1 of 2 Page 241 of 349 Crash Summary Biscayne/145th Time of Day/Day of Week From To 00:00 01:59 02:00 03:59 04:00 05:59 06:00 07:59 08:00 09:59 10:00 11:59 12:00 13:59 14:00 15:59 16:00 17:59 18:00 19:59 20:00 21:59 22:00 23:59 Total % SUN 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 MON 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 TUE 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 WED 0 0 0 0 0 0 0 1 0 1 0 0 2 50.0 THU 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 FRI 0 0 1 0 0 0 0 0 0 0 0 0 1 25.0 SAT 0 0 0 0 0 0 1 0 0 0 0 0 1 25.0 Total 0 0 1 0 0 0 1 1 0 1 0 0 4 100.0 %0.0 0.0 25.0 0.0 0.0 0.0 25.0 25.0 0.0 25.0 0.0 0.0 100.0 100.0 Driver & Non-Motorist Age/Gender Summary Age M F NR No Value Total % <14 0 0 0 0 0 0.0 14 0 0 0 0 0 0.0 15 0 1 0 0 1 12.5 16 0 0 0 0 0 0.0 17 0 0 0 0 0 0.0 18 0 0 0 0 0 0.0 19 0 0 0 0 0 0.0 20 0 0 0 0 0 0.0 21-24 1 0 0 0 1 12.5 25-29 1 1 0 0 2 25.0 30-34 0 2 0 0 2 25.0 35-39 0 0 0 0 0 0.0 40-44 0 0 0 0 0 0.0 45-49 0 1 0 0 1 12.5 50-54 0 0 0 0 0 0.0 55-59 0 0 0 0 0 0.0 60-64 0 0 0 0 0 0.0 65-69 0 0 0 0 0 0.0 70-74 0 0 0 0 0 0.0 75-79 0 1 0 0 1 12.5 80-84 0 0 0 0 0 0.0 85-89 0 0 0 0 0 0.0 90-94 0 0 0 0 0 0.0 95+0 0 0 0 0 0.0 No Value 0 0 0 0 0 0.0 Total 2 6 0 0 8 100.0 %25.0 75.0 0.0 0.0 100.0 100.0 Month Summary Total % January 1 25.0 February 0 0.0 March 0 0.0 April 0 0.0 May 0 0.0 June 0 0.0 July 0 0.0 August 0 0.0 September 1 25.0 October 1 25.0 November 0 0.0 December 1 25.0 Total 4 100.0 Physical Condition Summary Total % Apparently Normal (Including No Drugs/Alcohol)7 87.5 Physical Disability (Short Term or Long Term)0 0.0 Medical Issue (Ill, Sick or Fainted)0 0.0 Emotional (Depression, Angry, Disturbed, etc.)0 0.0 Asleep or Fatigued 0 0.0 Has Been Drinking Alcohol 1 12.5 Has Been Taking Illicit Drugs 0 0.0 Has Been Taking Medications 0 0.0 Other/Unknown 0 0.0 Not Applicable 0 0.0 Total 8 100.0 Selection Filter: WORK AREA: State - FILTER: Date('04/01/2019','03/31/2024') - SPATIAL FILTER APPLIED Analyst: Ed Terhaar Notes: Report Generated 06/04/2024 MnCMAT 2.0.0 Page 2 of 2 Page 242 of 349 Crash Summary CR 42/145th Crash Severity/Crash Year Crash Severity Total 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 K - Fatal 0 0 0 0 0 0 0 0 0 0 0 0 A - Serious Injury 1 0 0 0 0 0 0 1 0 0 0 0 B - Minor Injury 0 0 0 0 0 0 0 0 0 0 0 0 C - Possible Injury 1 0 0 0 0 0 1 0 0 0 0 0 N - Prop Dmg Only 3 0 0 0 0 0 0 0 0 2 1 0 Total 5 0 0 0 0 0 1 1 0 2 1 0 Crash Severity/Number of Vehicles Crash Severity Total 0 1 2 3+ K - Fatal 0 0 0 0 0 A - Serious Injury 1 0 0 1 0 B - Minor Injury 0 0 0 0 0 C - Possible Injury 1 0 0 1 0 N - Prop Dmg Only 3 0 0 3 0 Total 5 0 0 5 0 Basic Type Summary Total % Pedestrian 0 0.0 Bike 0 0.0 Single Vehicle Run Off Road 0 0.0 Single Vehicle Other 0 0.0 Sideswipe Same Direction 0 0.0 Sideswipe Opposing 0 0.0 Rear End 0 0.0 Head On 0 0.0 Left Turn 1 20.0 Angle 3 60.0 Other 1 20.0 Total 5 100.0 First Harmful Event Summary Total % Pedestrian 0 0.0 Bicyclist 0 0.0 Motor Vehicle In Transport 4 80.0 Parked Motor Vehicle 0 0.0 Train 0 0.0 Deer/Animal 0 0.0 Other - Non Fixed Object 0 0.0 Collision Fixed Object 1 20.0 Non-Collision Harmful Events 0 0.0 Other/Unknown 0 0.0 Total 5 100.0 Relationship to Intersection Summary Total % Not at Intersection/Interchange 0 0.0 Four-Way Intersection 0 0.0 T or Y Intersection 4 80.0 Five-Way Intersection or More 0 0.0 Roundabout 0 0.0 Intersection Related 1 20.0 Driveway Access Related 0 0.0 At School Crossing 0 0.0 Railway Grade Crossing 0 0.0 Shared Use Path or Trail 0 0.0 Interchange or Ramp 0 0.0 Crossover Related 0 0.0 Acceleration/Deceleration Lane 0 0.0 Other/Unknown 0 0.0 Total 5 100.0 Weather 1 Summary Total % Clear 5 100.0 Cloudy 0 0.0 Rain 0 0.0 Snow 0 0.0 Sleet, Hail (Freezing Rain/Drizzle)0 0.0 Fog/Smog/Smoke 0 0.0 Blowing Sand/Soil/Dirt/Snow 0 0.0 Severe Crosswinds 0 0.0 Other/Unknown 0 0.0 Total 5 100.0 Light Condition Summary Total % Daylight 4 80.0 Sunrise 0 0.0 Sunset 0 0.0 Dark (Str Lights On)1 20.0 Dark (Str Lights Off)0 0.0 Dark (No Str Lights)0 0.0 Dark (Unknown Light)0 0.0 Other/Unknown 0 0.0 Total 5 100.0 Report Generated 06/04/2024 MnCMAT 2.0.0 Page 1 of 2 Page 243 of 349 Crash Summary CR 42/145th Time of Day/Day of Week From To 00:00 01:59 02:00 03:59 04:00 05:59 06:00 07:59 08:00 09:59 10:00 11:59 12:00 13:59 14:00 15:59 16:00 17:59 18:00 19:59 20:00 21:59 22:00 23:59 Total % SUN 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 MON 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 TUE 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 WED 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 THU 0 0 0 0 0 0 1 1 1 0 0 0 3 60.0 FRI 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 SAT 0 0 0 0 0 0 1 0 0 1 0 0 2 40.0 Total 0 0 0 0 0 0 2 1 1 1 0 0 5 100.0 %0.0 0.0 0.0 0.0 0.0 0.0 40.0 20.0 20.0 20.0 0.0 0.0 100.0 100.0 Driver & Non-Motorist Age/Gender Summary Age M F NR No Value Total % <14 0 0 0 0 0 0.0 14 0 0 0 0 0 0.0 15 0 1 0 0 1 10.0 16 0 1 0 0 1 10.0 17 0 0 0 0 0 0.0 18 1 0 0 0 1 10.0 19 0 0 0 0 0 0.0 20 0 0 0 0 0 0.0 21-24 0 1 0 0 1 10.0 25-29 2 0 0 0 2 20.0 30-34 0 0 0 0 0 0.0 35-39 0 0 0 0 0 0.0 40-44 0 1 0 0 1 10.0 45-49 0 1 0 0 1 10.0 50-54 0 0 0 0 0 0.0 55-59 0 1 0 0 1 10.0 60-64 1 0 0 0 1 10.0 65-69 0 0 0 0 0 0.0 70-74 0 0 0 0 0 0.0 75-79 0 0 0 0 0 0.0 80-84 0 0 0 0 0 0.0 85-89 0 0 0 0 0 0.0 90-94 0 0 0 0 0 0.0 95+0 0 0 0 0 0.0 No Value 0 0 0 0 0 0.0 Total 4 6 0 0 10 100.0 %40.0 60.0 0.0 0.0 100.0 100.0 Month Summary Total % January 0 0.0 February 0 0.0 March 0 0.0 April 0 0.0 May 0 0.0 June 1 20.0 July 1 20.0 August 0 0.0 September 0 0.0 October 0 0.0 November 0 0.0 December 3 60.0 Total 5 100.0 Physical Condition Summary Total % Apparently Normal (Including No Drugs/Alcohol)10 100.0 Physical Disability (Short Term or Long Term)0 0.0 Medical Issue (Ill, Sick or Fainted)0 0.0 Emotional (Depression, Angry, Disturbed, etc.)0 0.0 Asleep or Fatigued 0 0.0 Has Been Drinking Alcohol 0 0.0 Has Been Taking Illicit Drugs 0 0.0 Has Been Taking Medications 0 0.0 Other/Unknown 0 0.0 Not Applicable 0 0.0 Total 10 100.0 Selection Filter: WORK AREA: State - FILTER: Date('04/01/2019','03/31/2024') - SPATIAL FILTER APPLIED Analyst: Ed Terhaar Notes: Report Generated 06/04/2024 MnCMAT 2.0.0 Page 2 of 2 Page 244 of 349 Crash Summary CR 42/Biscayne Crash Severity/Crash Year Crash Severity Total 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 K - Fatal 0 0 0 0 0 0 0 0 0 0 0 0 A - Serious Injury 0 0 0 0 0 0 0 0 0 0 0 0 B - Minor Injury 6 0 0 0 0 0 1 0 0 2 3 0 C - Possible Injury 5 0 0 0 0 0 0 0 2 3 0 0 N - Prop Dmg Only 20 0 0 0 0 0 3 1 4 2 9 1 Total 31 0 0 0 0 0 4 1 6 7 12 1 Crash Severity/Number of Vehicles Crash Severity Total 0 1 2 3+ K - Fatal 0 0 0 0 0 A - Serious Injury 0 0 0 0 0 B - Minor Injury 6 0 0 5 1 C - Possible Injury 5 0 0 4 1 N - Prop Dmg Only 20 0 1 19 0 Total 31 0 1 28 2 Basic Type Summary Total % Pedestrian 0 0.0 Bike 0 0.0 Single Vehicle Run Off Road 1 3.2 Single Vehicle Other 0 0.0 Sideswipe Same Direction 1 3.2 Sideswipe Opposing 0 0.0 Rear End 9 29.0 Head On 0 0.0 Left Turn 2 6.5 Angle 17 54.8 Other 1 3.2 Total 31 100.0 First Harmful Event Summary Total % Pedestrian 0 0.0 Bicyclist 0 0.0 Motor Vehicle In Transport 30 96.8 Parked Motor Vehicle 0 0.0 Train 0 0.0 Deer/Animal 0 0.0 Other - Non Fixed Object 0 0.0 Collision Fixed Object 1 3.2 Non-Collision Harmful Events 0 0.0 Other/Unknown 0 0.0 Total 31 100.0 Relationship to Intersection Summary Total % Not at Intersection/Interchange 1 3.2 Four-Way Intersection 23 74.2 T or Y Intersection 0 0.0 Five-Way Intersection or More 0 0.0 Roundabout 0 0.0 Intersection Related 5 16.1 Driveway Access Related 0 0.0 At School Crossing 0 0.0 Railway Grade Crossing 0 0.0 Shared Use Path or Trail 0 0.0 Interchange or Ramp 0 0.0 Crossover Related 0 0.0 Acceleration/Deceleration Lane 1 3.2 Other/Unknown 1 3.2 Total 31 100.0 Weather 1 Summary Total % Clear 24 77.4 Cloudy 2 6.5 Rain 2 6.5 Snow 1 3.2 Sleet, Hail (Freezing Rain/Drizzle)2 6.5 Fog/Smog/Smoke 0 0.0 Blowing Sand/Soil/Dirt/Snow 0 0.0 Severe Crosswinds 0 0.0 Other/Unknown 0 0.0 Total 31 100.0 Light Condition Summary Total % Daylight 24 77.4 Sunrise 1 3.2 Sunset 1 3.2 Dark (Str Lights On)3 9.7 Dark (Str Lights Off)2 6.5 Dark (No Str Lights)0 0.0 Dark (Unknown Light)0 0.0 Other/Unknown 0 0.0 Total 31 100.0 Report Generated 06/04/2024 MnCMAT 2.0.0 Page 1 of 2 Page 245 of 349 Crash Summary CR 42/Biscayne Time of Day/Day of Week From To 00:00 01:59 02:00 03:59 04:00 05:59 06:00 07:59 08:00 09:59 10:00 11:59 12:00 13:59 14:00 15:59 16:00 17:59 18:00 19:59 20:00 21:59 22:00 23:59 Total % SUN 0 0 0 0 0 0 0 0 1 0 0 0 1 3.2 MON 0 0 0 3 0 1 0 1 1 1 0 0 7 22.6 TUE 0 0 0 2 0 0 0 1 3 0 0 0 6 19.4 WED 0 0 0 0 1 0 1 0 0 0 0 0 2 6.5 THU 0 0 0 0 0 1 1 0 1 1 0 0 4 12.9 FRI 0 0 0 0 2 0 0 0 1 1 1 0 5 16.1 SAT 0 0 0 1 1 1 1 0 2 0 0 0 6 19.4 Total 0 0 0 6 4 3 3 2 9 3 1 0 31 100.0 %0.0 0.0 0.0 19.4 12.9 9.7 9.7 6.5 29.0 9.7 3.2 0.0 100.0 100.0 Driver & Non-Motorist Age/Gender Summary Age M F NR No Value Total % <14 0 0 0 0 0 0.0 14 0 0 0 0 0 0.0 15 0 0 0 0 0 0.0 16 2 3 0 0 5 7.9 17 0 1 0 0 1 1.6 18 2 3 0 0 5 7.9 19 0 1 0 0 1 1.6 20 1 2 0 0 3 4.8 21-24 2 3 0 0 5 7.9 25-29 2 1 0 0 3 4.8 30-34 1 2 0 0 3 4.8 35-39 4 4 0 0 8 12.7 40-44 3 4 0 0 7 11.1 45-49 5 1 0 0 6 9.5 50-54 1 0 0 0 1 1.6 55-59 3 1 0 0 4 6.3 60-64 1 2 0 0 3 4.8 65-69 2 0 0 0 2 3.2 70-74 1 0 0 0 1 1.6 75-79 2 0 0 0 2 3.2 80-84 1 0 0 0 1 1.6 85-89 1 0 0 0 1 1.6 90-94 0 0 0 0 0 0.0 95+0 0 0 0 0 0.0 No Value 0 0 0 1 1 1.6 Total 34 28 0 1 63 100.0 %54.0 44.4 0.0 1.6 100.0 100.0 Month Summary Total % January 3 9.7 February 2 6.5 March 1 3.2 April 0 0.0 May 4 12.9 June 4 12.9 July 1 3.2 August 2 6.5 September 3 9.7 October 4 12.9 November 4 12.9 December 3 9.7 Total 31 100.0 Physical Condition Summary Total % Apparently Normal (Including No Drugs/Alcohol)62 100.0 Physical Disability (Short Term or Long Term)0 0.0 Medical Issue (Ill, Sick or Fainted)0 0.0 Emotional (Depression, Angry, Disturbed, etc.)0 0.0 Asleep or Fatigued 0 0.0 Has Been Drinking Alcohol 0 0.0 Has Been Taking Illicit Drugs 0 0.0 Has Been Taking Medications 0 0.0 Other/Unknown 0 0.0 Not Applicable 0 0.0 Total 62 100.0 Selection Filter: WORK AREA: State - FILTER: Date('04/01/2019','03/31/2024') - SPATIAL FILTER APPLIED Analyst: Ed Terhaar Notes: Report Generated 06/04/2024 MnCMAT 2.0.0 Page 2 of 2 Page 246 of 349 Crash Summary Biscayne/Boulder Crash Severity/Crash Year Crash Severity Total 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 K - Fatal 0 0 0 0 0 0 0 0 0 0 0 0 A - Serious Injury 0 0 0 0 0 0 0 0 0 0 0 0 B - Minor Injury 0 0 0 0 0 0 0 0 0 0 0 0 C - Possible Injury 1 0 0 0 0 0 0 0 0 0 1 0 N - Prop Dmg Only 0 0 0 0 0 0 0 0 0 0 0 0 Total 1 0 0 0 0 0 0 0 0 0 1 0 Crash Severity/Number of Vehicles Crash Severity Total 0 1 2 3+ K - Fatal 0 0 0 0 0 A - Serious Injury 0 0 0 0 0 B - Minor Injury 0 0 0 0 0 C - Possible Injury 1 0 0 1 0 N - Prop Dmg Only 0 0 0 0 0 Total 1 0 0 1 0 Basic Type Summary Total % Pedestrian 0 0.0 Bike 0 0.0 Single Vehicle Run Off Road 0 0.0 Single Vehicle Other 0 0.0 Sideswipe Same Direction 0 0.0 Sideswipe Opposing 0 0.0 Rear End 1 100.0 Head On 0 0.0 Left Turn 0 0.0 Angle 0 0.0 Other 0 0.0 Total 1 100.0 First Harmful Event Summary Total % Pedestrian 0 0.0 Bicyclist 0 0.0 Motor Vehicle In Transport 1 100.0 Parked Motor Vehicle 0 0.0 Train 0 0.0 Deer/Animal 0 0.0 Other - Non Fixed Object 0 0.0 Collision Fixed Object 0 0.0 Non-Collision Harmful Events 0 0.0 Other/Unknown 0 0.0 Total 1 100.0 Relationship to Intersection Summary Total % Not at Intersection/Interchange 0 0.0 Four-Way Intersection 0 0.0 T or Y Intersection 1 100.0 Five-Way Intersection or More 0 0.0 Roundabout 0 0.0 Intersection Related 0 0.0 Driveway Access Related 0 0.0 At School Crossing 0 0.0 Railway Grade Crossing 0 0.0 Shared Use Path or Trail 0 0.0 Interchange or Ramp 0 0.0 Crossover Related 0 0.0 Acceleration/Deceleration Lane 0 0.0 Other/Unknown 0 0.0 Total 1 100.0 Weather 1 Summary Total % Clear 1 100.0 Cloudy 0 0.0 Rain 0 0.0 Snow 0 0.0 Sleet, Hail (Freezing Rain/Drizzle)0 0.0 Fog/Smog/Smoke 0 0.0 Blowing Sand/Soil/Dirt/Snow 0 0.0 Severe Crosswinds 0 0.0 Other/Unknown 0 0.0 Total 1 100.0 Light Condition Summary Total % Daylight 1 100.0 Sunrise 0 0.0 Sunset 0 0.0 Dark (Str Lights On)0 0.0 Dark (Str Lights Off)0 0.0 Dark (No Str Lights)0 0.0 Dark (Unknown Light)0 0.0 Other/Unknown 0 0.0 Total 1 100.0 Report Generated 06/04/2024 MnCMAT 2.0.0 Page 1 of 2 Page 247 of 349 Crash Summary Biscayne/Boulder Time of Day/Day of Week From To 00:00 01:59 02:00 03:59 04:00 05:59 06:00 07:59 08:00 09:59 10:00 11:59 12:00 13:59 14:00 15:59 16:00 17:59 18:00 19:59 20:00 21:59 22:00 23:59 Total % SUN 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 MON 0 0 0 0 1 0 0 0 0 0 0 0 1 100.0 TUE 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 WED 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 THU 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 FRI 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 SAT 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 Total 0 0 0 0 1 0 0 0 0 0 0 0 1 100.0 %0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 100.0 Driver & Non-Motorist Age/Gender Summary Age M F NR No Value Total % <14 0 0 0 0 0 0.0 14 0 0 0 0 0 0.0 15 0 0 0 0 0 0.0 16 0 0 0 0 0 0.0 17 0 0 0 0 0 0.0 18 0 0 0 0 0 0.0 19 0 0 0 0 0 0.0 20 0 0 0 0 0 0.0 21-24 0 0 0 0 0 0.0 25-29 0 0 0 0 0 0.0 30-34 0 1 0 0 1 50.0 35-39 1 0 0 0 1 50.0 40-44 0 0 0 0 0 0.0 45-49 0 0 0 0 0 0.0 50-54 0 0 0 0 0 0.0 55-59 0 0 0 0 0 0.0 60-64 0 0 0 0 0 0.0 65-69 0 0 0 0 0 0.0 70-74 0 0 0 0 0 0.0 75-79 0 0 0 0 0 0.0 80-84 0 0 0 0 0 0.0 85-89 0 0 0 0 0 0.0 90-94 0 0 0 0 0 0.0 95+0 0 0 0 0 0.0 No Value 0 0 0 0 0 0.0 Total 1 1 0 0 2 100.0 %50.0 50.0 0.0 0.0 100.0 100.0 Month Summary Total % January 0 0.0 February 0 0.0 March 1 100.0 April 0 0.0 May 0 0.0 June 0 0.0 July 0 0.0 August 0 0.0 September 0 0.0 October 0 0.0 November 0 0.0 December 0 0.0 Total 1 100.0 Physical Condition Summary Total % Apparently Normal (Including No Drugs/Alcohol)2 100.0 Physical Disability (Short Term or Long Term)0 0.0 Medical Issue (Ill, Sick or Fainted)0 0.0 Emotional (Depression, Angry, Disturbed, etc.)0 0.0 Asleep or Fatigued 0 0.0 Has Been Drinking Alcohol 0 0.0 Has Been Taking Illicit Drugs 0 0.0 Has Been Taking Medications 0 0.0 Other/Unknown 0 0.0 Not Applicable 0 0.0 Total 2 100.0 Selection Filter: WORK AREA: State - FILTER: Date('04/01/2019','03/31/2024') - SPATIAL FILTER APPLIED Analyst: Ed Terhaar Notes: Report Generated 06/04/2024 MnCMAT 2.0.0 Page 2 of 2 Page 248 of 349 Crash Summary CR 42/Business Pkwy Crash Severity/Crash Year Crash Severity Total 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 K - Fatal 0 0 0 0 0 0 0 0 0 0 0 0 A - Serious Injury 0 0 0 0 0 0 0 0 0 0 0 0 B - Minor Injury 0 0 0 0 0 0 0 0 0 0 0 0 C - Possible Injury 0 0 0 0 0 0 0 0 0 0 0 0 N - Prop Dmg Only 1 0 0 0 0 0 0 1 0 0 0 0 Total 1 0 0 0 0 0 0 1 0 0 0 0 Crash Severity/Number of Vehicles Crash Severity Total 0 1 2 3+ K - Fatal 0 0 0 0 0 A - Serious Injury 0 0 0 0 0 B - Minor Injury 0 0 0 0 0 C - Possible Injury 0 0 0 0 0 N - Prop Dmg Only 1 0 1 0 0 Total 1 0 1 0 0 Basic Type Summary Total % Pedestrian 0 0.0 Bike 0 0.0 Single Vehicle Run Off Road 1 100.0 Single Vehicle Other 0 0.0 Sideswipe Same Direction 0 0.0 Sideswipe Opposing 0 0.0 Rear End 0 0.0 Head On 0 0.0 Left Turn 0 0.0 Angle 0 0.0 Other 0 0.0 Total 1 100.0 First Harmful Event Summary Total % Pedestrian 0 0.0 Bicyclist 0 0.0 Motor Vehicle In Transport 0 0.0 Parked Motor Vehicle 0 0.0 Train 0 0.0 Deer/Animal 0 0.0 Other - Non Fixed Object 0 0.0 Collision Fixed Object 1 100.0 Non-Collision Harmful Events 0 0.0 Other/Unknown 0 0.0 Total 1 100.0 Relationship to Intersection Summary Total % Not at Intersection/Interchange 0 0.0 Four-Way Intersection 1 100.0 T or Y Intersection 0 0.0 Five-Way Intersection or More 0 0.0 Roundabout 0 0.0 Intersection Related 0 0.0 Driveway Access Related 0 0.0 At School Crossing 0 0.0 Railway Grade Crossing 0 0.0 Shared Use Path or Trail 0 0.0 Interchange or Ramp 0 0.0 Crossover Related 0 0.0 Acceleration/Deceleration Lane 0 0.0 Other/Unknown 0 0.0 Total 1 100.0 Weather 1 Summary Total % Clear 1 100.0 Cloudy 0 0.0 Rain 0 0.0 Snow 0 0.0 Sleet, Hail (Freezing Rain/Drizzle)0 0.0 Fog/Smog/Smoke 0 0.0 Blowing Sand/Soil/Dirt/Snow 0 0.0 Severe Crosswinds 0 0.0 Other/Unknown 0 0.0 Total 1 100.0 Light Condition Summary Total % Daylight 1 100.0 Sunrise 0 0.0 Sunset 0 0.0 Dark (Str Lights On)0 0.0 Dark (Str Lights Off)0 0.0 Dark (No Str Lights)0 0.0 Dark (Unknown Light)0 0.0 Other/Unknown 0 0.0 Total 1 100.0 Report Generated 06/04/2024 MnCMAT 2.0.0 Page 1 of 2 Page 249 of 349 Crash Summary CR 42/Business Pkwy Time of Day/Day of Week From To 00:00 01:59 02:00 03:59 04:00 05:59 06:00 07:59 08:00 09:59 10:00 11:59 12:00 13:59 14:00 15:59 16:00 17:59 18:00 19:59 20:00 21:59 22:00 23:59 Total % SUN 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 MON 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 TUE 0 0 0 0 0 0 0 0 1 0 0 0 1 100.0 WED 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 THU 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 FRI 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 SAT 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 Total 0 0 0 0 0 0 0 0 1 0 0 0 1 100.0 %0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 100.0 100.0 Driver & Non-Motorist Age/Gender Summary Age M F NR No Value Total % <14 0 0 0 0 0 0.0 14 0 0 0 0 0 0.0 15 0 0 0 0 0 0.0 16 0 0 0 0 0 0.0 17 0 0 0 0 0 0.0 18 0 0 0 0 0 0.0 19 0 1 0 0 1 100.0 20 0 0 0 0 0 0.0 21-24 0 0 0 0 0 0.0 25-29 0 0 0 0 0 0.0 30-34 0 0 0 0 0 0.0 35-39 0 0 0 0 0 0.0 40-44 0 0 0 0 0 0.0 45-49 0 0 0 0 0 0.0 50-54 0 0 0 0 0 0.0 55-59 0 0 0 0 0 0.0 60-64 0 0 0 0 0 0.0 65-69 0 0 0 0 0 0.0 70-74 0 0 0 0 0 0.0 75-79 0 0 0 0 0 0.0 80-84 0 0 0 0 0 0.0 85-89 0 0 0 0 0 0.0 90-94 0 0 0 0 0 0.0 95+0 0 0 0 0 0.0 No Value 0 0 0 0 0 0.0 Total 0 1 0 0 1 100.0 %0.0 100.0 0.0 0.0 100.0 100.0 Month Summary Total % January 0 0.0 February 1 100.0 March 0 0.0 April 0 0.0 May 0 0.0 June 0 0.0 July 0 0.0 August 0 0.0 September 0 0.0 October 0 0.0 November 0 0.0 December 0 0.0 Total 1 100.0 Physical Condition Summary Total % Apparently Normal (Including No Drugs/Alcohol)1 100.0 Physical Disability (Short Term or Long Term)0 0.0 Medical Issue (Ill, Sick or Fainted)0 0.0 Emotional (Depression, Angry, Disturbed, etc.)0 0.0 Asleep or Fatigued 0 0.0 Has Been Drinking Alcohol 0 0.0 Has Been Taking Illicit Drugs 0 0.0 Has Been Taking Medications 0 0.0 Other/Unknown 0 0.0 Not Applicable 0 0.0 Total 1 100.0 Selection Filter: WORK AREA: State - FILTER: Date('04/01/2019','03/31/2024') - SPATIAL FILTER APPLIED Analyst: Ed Terhaar Notes: Report Generated 06/04/2024 MnCMAT 2.0.0 Page 2 of 2 Page 250 of 349 Crash Summary CR 46/Biscayne Crash Severity/Crash Year Crash Severity Total 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 K - Fatal 0 0 0 0 0 0 0 0 0 0 0 0 A - Serious Injury 1 0 0 0 0 0 0 1 0 0 0 0 B - Minor Injury 1 0 0 0 0 0 0 0 0 1 0 0 C - Possible Injury 1 0 0 0 0 0 0 0 0 0 1 0 N - Prop Dmg Only 4 0 0 0 0 0 0 2 0 0 1 1 Total 7 0 0 0 0 0 0 3 0 1 2 1 Crash Severity/Number of Vehicles Crash Severity Total 0 1 2 3+ K - Fatal 0 0 0 0 0 A - Serious Injury 1 0 0 1 0 B - Minor Injury 1 0 0 1 0 C - Possible Injury 1 0 0 1 0 N - Prop Dmg Only 4 0 0 4 0 Total 7 0 0 7 0 Basic Type Summary Total % Pedestrian 0 0.0 Bike 0 0.0 Single Vehicle Run Off Road 0 0.0 Single Vehicle Other 0 0.0 Sideswipe Same Direction 2 28.6 Sideswipe Opposing 0 0.0 Rear End 2 28.6 Head On 0 0.0 Left Turn 0 0.0 Angle 3 42.9 Other 0 0.0 Total 7 100.0 First Harmful Event Summary Total % Pedestrian 0 0.0 Bicyclist 0 0.0 Motor Vehicle In Transport 7 100.0 Parked Motor Vehicle 0 0.0 Train 0 0.0 Deer/Animal 0 0.0 Other - Non Fixed Object 0 0.0 Collision Fixed Object 0 0.0 Non-Collision Harmful Events 0 0.0 Other/Unknown 0 0.0 Total 7 100.0 Relationship to Intersection Summary Total % Not at Intersection/Interchange 0 0.0 Four-Way Intersection 6 85.7 T or Y Intersection 0 0.0 Five-Way Intersection or More 0 0.0 Roundabout 0 0.0 Intersection Related 1 14.3 Driveway Access Related 0 0.0 At School Crossing 0 0.0 Railway Grade Crossing 0 0.0 Shared Use Path or Trail 0 0.0 Interchange or Ramp 0 0.0 Crossover Related 0 0.0 Acceleration/Deceleration Lane 0 0.0 Other/Unknown 0 0.0 Total 7 100.0 Weather 1 Summary Total % Clear 2 28.6 Cloudy 2 28.6 Rain 2 28.6 Snow 1 14.3 Sleet, Hail (Freezing Rain/Drizzle)0 0.0 Fog/Smog/Smoke 0 0.0 Blowing Sand/Soil/Dirt/Snow 0 0.0 Severe Crosswinds 0 0.0 Other/Unknown 0 0.0 Total 7 100.0 Light Condition Summary Total % Daylight 6 85.7 Sunrise 0 0.0 Sunset 0 0.0 Dark (Str Lights On)0 0.0 Dark (Str Lights Off)0 0.0 Dark (No Str Lights)0 0.0 Dark (Unknown Light)1 14.3 Other/Unknown 0 0.0 Total 7 100.0 Report Generated 06/04/2024 MnCMAT 2.0.0 Page 1 of 2 Page 251 of 349 Crash Summary CR 46/Biscayne Time of Day/Day of Week From To 00:00 01:59 02:00 03:59 04:00 05:59 06:00 07:59 08:00 09:59 10:00 11:59 12:00 13:59 14:00 15:59 16:00 17:59 18:00 19:59 20:00 21:59 22:00 23:59 Total % SUN 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 MON 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 TUE 0 0 0 0 1 0 1 0 0 0 0 0 2 28.6 WED 0 0 0 0 0 0 0 1 0 0 0 0 1 14.3 THU 0 0 0 0 1 0 0 1 0 0 0 0 2 28.6 FRI 0 0 1 0 0 0 0 0 0 0 0 0 1 14.3 SAT 0 0 0 0 0 0 0 1 0 0 0 0 1 14.3 Total 0 0 1 0 2 0 1 3 0 0 0 0 7 100.0 %0.0 0.0 14.3 0.0 28.6 0.0 14.3 42.9 0.0 0.0 0.0 0.0 100.0 100.0 Driver & Non-Motorist Age/Gender Summary Age M F NR No Value Total % <14 0 0 0 0 0 0.0 14 0 0 0 0 0 0.0 15 0 0 0 0 0 0.0 16 0 0 0 0 0 0.0 17 0 1 0 0 1 7.1 18 0 0 0 0 0 0.0 19 0 0 0 0 0 0.0 20 0 0 0 0 0 0.0 21-24 0 0 0 0 0 0.0 25-29 0 0 0 0 0 0.0 30-34 2 2 0 0 4 28.6 35-39 1 0 0 0 1 7.1 40-44 0 1 0 0 1 7.1 45-49 1 0 0 0 1 7.1 50-54 2 0 0 0 2 14.3 55-59 0 0 0 0 0 0.0 60-64 1 0 0 0 1 7.1 65-69 1 1 0 0 2 14.3 70-74 1 0 0 0 1 7.1 75-79 0 0 0 0 0 0.0 80-84 0 0 0 0 0 0.0 85-89 0 0 0 0 0 0.0 90-94 0 0 0 0 0 0.0 95+0 0 0 0 0 0.0 No Value 0 0 0 0 0 0.0 Total 9 5 0 0 14 100.0 %64.3 35.7 0.0 0.0 100.0 100.0 Month Summary Total % January 0 0.0 February 1 14.3 March 0 0.0 April 0 0.0 May 0 0.0 June 1 14.3 July 0 0.0 August 1 14.3 September 1 14.3 October 1 14.3 November 1 14.3 December 1 14.3 Total 7 100.0 Physical Condition Summary Total % Apparently Normal (Including No Drugs/Alcohol)14 100.0 Physical Disability (Short Term or Long Term)0 0.0 Medical Issue (Ill, Sick or Fainted)0 0.0 Emotional (Depression, Angry, Disturbed, etc.)0 0.0 Asleep or Fatigued 0 0.0 Has Been Drinking Alcohol 0 0.0 Has Been Taking Illicit Drugs 0 0.0 Has Been Taking Medications 0 0.0 Other/Unknown 0 0.0 Not Applicable 0 0.0 Total 14 100.0 Selection Filter: WORK AREA: State - FILTER: Date('04/01/2019','03/31/2024') - SPATIAL FILTER APPLIED Analyst: Ed Terhaar Notes: Report Generated 06/04/2024 MnCMAT 2.0.0 Page 2 of 2 Page 252 of 349 Intersection: Statewide Averages based on 2018-2022 crashes 0 0 0 0 1 1 = =All-way STOP 0.094 0.000 0.281 0.233 0.750 6.860 0.13 0.00 The observed crash rate is the number of crashes per million entering vehicles (MEV). The critical rate is a statistical comparison based on similar intersections statewide. An observed crash rate greater than the critical rate indicates that the intersection operates outside the expected, normal range. The critical index reports the magnitude of this difference (i.e. observed crash rate ÷ critical crash rate). The observed total crash rate for this period is 0.09 per MEV; this is 87% below the critical rate. Based on similar statewide intersections, an additional 7 crashes over the five years would indicate this intersection operates outside the normal range. The observed fatal and serious injury crash rate for this period is 0.00 per 100 MEV; this is 100% below the critical rate. The intersection operates within the normal range. Statewide Average Statewide Average Critical Rate Critical Rate Critical Index Critical Index Possible Injury (C) Traffic Control All-way Stop Observed Observed Property Damage (PDO) Total Crashes Annual crash cost $3,000 Statewide comparison Total Crash Rate Fatal & Serious Injury Crash Rate Incapacitating Injury (A) Environment Urban Minor Injury (B) Lighting Lit Intersection Safety Screening Biscayne and 145th Crashes by Crash Severity Intersection Characteristics Fatal (K)Entering Volume 5,800 1 Page 253 of 349 Intersection: Statewide Averages based on 2018-2022 crashes 0 0 0 1 0 1 = =Thru/STOP, Urban 0.152 0.000 0.138 0.350 0.590 10.910 0.26 0.00 The observed crash rate is the number of crashes per million entering vehicles (MEV). The critical rate is a statistical comparison based on similar intersections statewide. An observed crash rate greater than the critical rate indicates that the intersection operates outside the expected, normal range. The critical index reports the magnitude of this difference (i.e. observed crash rate ÷ critical crash rate). The observed total crash rate for this period is 0.15 per MEV; this is 74% below the critical rate. Based on similar statewide intersections, an additional 3 crashes over the five years would indicate this intersection operates outside the normal range. The observed fatal and serious injury crash rate for this period is 0.00 per 100 MEV; this is 100% below the critical rate. The intersection operates within the normal range. Statewide Average Statewide Average Critical Rate Critical Rate Critical Index Critical Index Possible Injury (C) Traffic Control Thru-Stop Observed Observed Property Damage (PDO) Total Crashes Annual crash cost $26,000 Statewide comparison Total Crash Rate Fatal & Serious Injury Crash Rate Incapacitating Injury (A) Environment Urban Minor Injury (B) Lighting Lit Intersection Safety Screening Biscayne and Boulder Crashes by Crash Severity Intersection Characteristics Fatal (K)Entering Volume 3,600 1 Page 254 of 349 Intersection: Statewide Averages based on 2018-2022 crashes 0 1 0 1 3 5 = =Thru/STOP, Urban 0.162 3.241 0.138 0.350 0.330 3.340 0.49 0.97 The observed crash rate is the number of crashes per million entering vehicles (MEV). The critical rate is a statistical comparison based on similar intersections statewide. An observed crash rate greater than the critical rate indicates that the intersection operates outside the expected, normal range. The critical index reports the magnitude of this difference (i.e. observed crash rate ÷ critical crash rate). The observed total crash rate for this period is 0.16 per MEV; this is 51% below the critical rate. Based on similar statewide intersections, an additional 6 crashes over the five years would indicate this intersection operates outside the normal range. The observed fatal and serious injury crash rate for this period is 3.24 per 100 MEV; this is 3% below the critical rate. The intersection operates within the normal range. Statewide Average Statewide Average Critical Rate Critical Rate Critical Index Critical Index Possible Injury (C) Traffic Control Thru-Stop Observed Observed Property Damage (PDO) Total Crashes Annual crash cost $195,000 Statewide comparison Total Crash Rate Fatal & Serious Injury Crash Rate Incapacitating Injury (A) Environment Urban Minor Injury (B) Lighting Lit Intersection Safety Screening CR 42 and 145th Crashes by Crash Severity Intersection Characteristics Fatal (K)Entering Volume 16,900 1 Page 255 of 349 Intersection: Statewide Averages based on 2018-2022 crashes 0 0 6 5 20 31 = =Thru/STOP, Urban 0.894 0.000 0.138 0.350 0.310 3.080 2.88 0.00 Intersection Safety Screening CR 42 and Biscayne Crashes by Crash Severity Intersection Characteristics Fatal (K)Entering Volume 19,000 Incapacitating Injury (A) Environment Urban Minor Injury (B) Lighting Lit Possible Injury (C) Traffic Control Thru-Stop Observed Observed Property Damage (PDO) Total Crashes Annual crash cost $490,000 Statewide comparison Total Crash Rate Fatal & Serious Injury Crash Rate The observed crash rate is the number of crashes per million entering vehicles (MEV). The critical rate is a statistical comparison based on similar intersections statewide. An observed crash rate greater than the critical rate indicates that the intersection operates outside the expected, normal range. The critical index reports the magnitude of this difference (i.e. observed crash rate ÷ critical crash rate). The observed total crash rate for this period is 0.89 per MEV; this is 2.9 times the critical rate. If crashes were reduced by 21 over five years, this intersection would perform within normal range. The observed fatal and serious injury crash rate for this period is 0.00 per 100 MEV; this is 100% below the critical rate. The intersection operates within the normal range. Statewide Average Statewide Average Critical Rate Critical Rate Critical Index Critical Index 1 Page 256 of 349 Intersection: Statewide Averages based on 2018-2022 crashes 0 0 0 0 1 1 = =Thru/STOP, Urban 0.032 0.000 0.138 0.350 0.330 3.320 0.10 0.00 The observed crash rate is the number of crashes per million entering vehicles (MEV). The critical rate is a statistical comparison based on similar intersections statewide. An observed crash rate greater than the critical rate indicates that the intersection operates outside the expected, normal range. The critical index reports the magnitude of this difference (i.e. observed crash rate ÷ critical crash rate). The observed total crash rate for this period is 0.03 per MEV; this is 90% below the critical rate. Based on similar statewide intersections, an additional 10 crashes over the five years would indicate this intersection operates outside the normal range. The observed fatal and serious injury crash rate for this period is 0.00 per 100 MEV; this is 100% below the critical rate. The intersection operates within the normal range. Statewide Average Statewide Average Critical Rate Critical Rate Critical Index Critical Index Possible Injury (C) Traffic Control Thru-Stop Observed Observed Property Damage (PDO) Total Crashes Annual crash cost $3,000 Statewide comparison Total Crash Rate Fatal & Serious Injury Crash Rate Incapacitating Injury (A) Environment Urban Minor Injury (B) Lighting Lit Intersection Safety Screening CR 42 and Business Parkway Crashes by Crash Severity Intersection Characteristics Fatal (K)Entering Volume 17,000 1 Page 257 of 349 Intersection: Statewide Averages based on 2018-2022 crashes 0 1 1 1 4 7 = =Thru/STOP, Urban 0.226 3.221 0.138 0.350 0.330 3.320 0.68 0.97 The observed crash rate is the number of crashes per million entering vehicles (MEV). The critical rate is a statistical comparison based on similar intersections statewide. An observed crash rate greater than the critical rate indicates that the intersection operates outside the expected, normal range. The critical index reports the magnitude of this difference (i.e. observed crash rate ÷ critical crash rate). The observed total crash rate for this period is 0.23 per MEV; this is 32% below the critical rate. Based on similar statewide intersections, an additional 4 crashes over the five years would indicate this intersection operates outside the normal range. The observed fatal and serious injury crash rate for this period is 3.22 per 100 MEV; this is 3% below the critical rate. The intersection operates within the normal range. Statewide Average Statewide Average Critical Rate Critical Rate Critical Index Critical Index Possible Injury (C) Traffic Control Thru-Stop Observed Observed Property Damage (PDO) Total Crashes Annual crash cost $248,000 Statewide comparison Total Crash Rate Fatal & Serious Injury Crash Rate Incapacitating Injury (A) Environment Urban Minor Injury (B) Lighting Lit Intersection Safety Screening CR 46 and Biscayne Crashes by Crash Severity Intersection Characteristics Fatal (K)Entering Volume 17,000 1 Page 258 of 349 Intersection:Biscayne Ave/145th St W City/State:Rosemount MN Date:5/2/2024 ALL-VEHICLE VOLUMES Time Period NB Left NB Thru NB Right SB Left SB Thru SB Right EB Left EB Thru EB Right WB Left WB Thru WB Right 6:00 AM 3 8 0 5 8 5 1 5 0 0 5 4 6:15 AM 1 10 0 2 5 6 3 4 2 0 8 2 6:30 AM 3 9 1 3 10 12 3 12 3 2 19 4 6:45 AM 7 10 1 1 15 10 3 12 3 1 18 14 7:00 AM 2 13 1 3 16 15 4 16 1 3 31 6 7:15 AM 4 28 1 0 22 17 13 13 0 2 44 7 7:30 AM 2 19 3 3 27 16 21 35 1 2 35 11 7:45 AM 4 41 7 10 37 20 23 22 3 5 35 4 8:00 AM 9 17 4 10 21 21 20 30 4 4 39 3 8:15 AM 2 11 0 6 16 10 21 30 6 4 14 4 8:30 AM 2 11 2 3 14 6 14 13 0 2 12 1 8:45 AM 4 12 2 3 7 12 0 6 0 1 14 2 9:00 AM 5 10 2 5 12 14 8 15 3 2 31 3 9:15 AM 4 9 1 2 18 11 11 18 2 1 33 6 9:30 AM 0 14 2 6 10 12 12 20 5 1 12 8 9:45 AM 4 12 0 4 11 9 4 16 1 2 18 7 10:00 AM 5 12 2 3 17 4 1 9 3 1 14 4 10:15 AM 1 6 0 3 9 11 4 14 3 1 15 3 10:30 AM 4 15 1 3 4 9 2 15 5 2 15 5 10:45 AM 3 9 1 4 8 7 6 8 5 2 16 1 11:00 AM 2 8 2 2 14 11 12 14 3 3 12 0 11:15 AM 1 16 0 2 8 13 9 14 3 1 17 6 11:30 AM 1 11 3 6 18 5 7 16 3 2 16 6 11:45 AM 6 18 0 3 15 14 2 12 5 1 23 1 12:00 PM 5 14 1 2 14 8 7 8 5 2 10 3 12:15 PM 4 10 2 8 9 7 7 16 5 3 14 7 12:30 PM 4 10 3 4 11 7 10 20 1 0 13 6 12:45 PM 2 12 0 6 14 6 6 19 5 3 23 4 1:00 PM 6 13 1 3 11 5 7 16 2 1 22 3 1:15 PM 5 22 3 1 10 9 4 12 4 3 14 5 1:30 PM 5 14 2 8 13 6 8 19 1 1 16 3 1:45 PM 2 20 3 3 9 11 13 19 0 0 19 8 2:00 PM 3 17 4 4 7 8 7 13 2 2 15 6 2:15 PM 2 21 1 10 14 6 15 8 6 2 28 5 2:30 PM 2 31 3 6 20 13 22 24 6 1 23 7 2:45 PM 4 35 4 4 20 13 29 32 2 4 27 3 3:00 PM 10 17 2 8 36 21 17 33 5 5 42 5 3:15 PM 5 15 5 12 21 14 21 36 9 4 31 5 3:30 PM 2 19 2 4 32 14 9 17 6 4 43 5 3:45 PM 0 16 4 6 21 15 23 36 3 4 23 3 4:00 PM 4 23 7 6 24 16 14 28 2 4 25 2 4:15 PM 5 25 0 4 18 11 18 22 3 7 39 6 4:30 PM 6 18 2 6 33 15 15 27 2 1 42 6 4:45 PM 2 28 2 4 12 28 13 26 6 3 46 9 5:00 PM 9 23 2 4 18 12 19 20 3 1 50 0 5:15 PM 6 22 1 4 18 12 6 17 1 4 31 6 5:30 PM 8 25 3 2 16 12 13 14 4 3 40 3 5:45 PM 5 22 3 0 8 8 14 20 1 1 31 2 6:00 PM 3 25 2 3 13 10 10 31 1 4 26 2 6:15 PM 3 13 1 0 13 7 5 24 7 2 44 1 6:30 PM 11 21 3 1 11 9 10 15 1 0 22 2 6:45 PM 6 20 0 2 20 10 11 13 4 1 17 3 1 Page 259 of 349 Intersection:Biscayne Ave/Boulder Trail City/State:Rosemount MN Date:5/2/2024 ALL-VEHICLE VOLUMES Time Period NB Left NB Thru NB Right SB Left SB Thru SB Right EB Left EB Thru EB Right WB Left WB Thru WB Right 6:00 AM 3 11 0 0 12 0 0 0 1 0 0 0 6:15 AM 1 20 0 0 17 0 0 0 0 0 0 0 6:30 AM 1 32 0 0 8 2 0 0 0 0 0 0 6:45 AM 3 34 0 0 17 3 0 0 0 0 0 0 7:00 AM 4 30 0 0 18 4 1 0 0 0 0 0 7:15 AM 4 29 0 0 17 2 0 0 0 0 0 0 7:30 AM 4 28 0 0 14 1 1 0 1 0 0 0 7:45 AM 2 33 0 0 32 0 0 0 1 0 0 0 8:00 AM 4 26 0 0 14 0 0 0 2 0 0 0 8:15 AM 1 27 0 0 11 0 0 0 0 0 0 0 8:30 AM 2 20 0 0 6 0 0 0 0 0 0 0 8:45 AM 0 16 0 0 14 2 0 0 0 0 0 0 9:00 AM 1 7 0 0 12 0 1 0 0 0 0 0 9:15 AM 0 12 0 0 9 0 1 0 0 0 0 0 9:30 AM 0 9 0 0 10 1 0 0 0 0 0 0 9:45 AM 0 13 0 0 13 1 0 0 1 0 0 0 10:00 AM 0 10 0 0 7 1 0 0 0 0 0 0 10:15 AM 0 9 0 0 10 0 0 0 0 0 0 0 10:30 AM 0 10 0 0 4 0 0 0 0 0 0 0 10:45 AM 0 6 0 0 12 1 0 0 0 0 0 0 11:00 AM 0 7 0 0 7 2 1 0 0 0 0 0 11:15 AM 1 12 0 0 15 0 0 0 1 0 0 0 11:30 AM 0 14 0 0 14 1 0 0 1 0 0 0 11:45 AM 0 15 0 0 13 2 0 0 1 0 0 0 12:00 PM 0 15 0 0 12 0 1 0 2 0 0 0 12:15 PM 2 15 0 0 11 1 1 0 0 0 0 0 12:30 PM 0 12 0 0 9 1 1 0 1 0 0 0 12:45 PM 1 11 0 0 17 2 2 0 1 0 0 0 1:00 PM 3 6 0 0 7 1 1 0 1 0 0 0 1:15 PM 2 8 0 0 6 0 3 0 0 0 0 0 1:30 PM 0 8 0 0 13 2 0 0 5 0 0 0 1:45 PM 0 19 0 0 5 2 1 0 1 0 0 0 2:00 PM 0 12 0 0 11 0 0 0 1 0 0 0 2:15 PM 2 8 0 0 25 1 0 0 0 0 0 0 2:30 PM 0 13 0 0 19 0 2 0 3 0 0 0 2:45 PM 1 20 0 0 16 1 2 0 2 0 0 0 3:00 PM 0 18 0 0 35 1 0 0 3 0 0 0 3:15 PM 0 14 0 0 25 0 0 0 0 0 0 0 3:30 PM 0 17 0 0 26 0 2 0 2 0 0 0 3:45 PM 0 23 0 0 30 0 3 0 2 0 0 0 4:00 PM 0 28 0 0 32 0 2 0 3 0 0 0 4:15 PM 0 26 0 0 16 0 0 0 0 0 0 0 4:30 PM 1 17 0 0 34 0 0 0 4 0 0 0 4:45 PM 0 19 0 0 39 0 0 0 1 0 0 0 5:00 PM 0 19 0 0 21 0 1 0 3 0 0 0 5:15 PM 0 20 0 0 21 0 0 0 2 0 0 0 5:30 PM 2 24 0 0 29 2 0 0 3 0 0 0 5:45 PM 0 27 0 0 22 0 0 0 0 0 0 0 6:00 PM 0 23 0 0 14 2 1 0 2 0 0 0 6:15 PM 0 12 0 0 11 0 0 0 0 0 0 0 6:30 PM 0 28 0 0 15 0 3 0 0 0 0 0 6:45 PM 0 23 0 0 12 0 0 0 0 0 0 0 Page 260 of 349 Intersection:Biscayne Ave/150th Street W/CR 42 City/State:Rosemount MN Date:5/2/2024 ALL-VEHICLE VOLUMES Time Period NB Left NB Thru NB Right SB Left SB Thru SB Right EB Left EB Thru EB Right WB Left WB Thru WB Right 6:00 AM 0 1 9 0 3 6 8 95 4 6 51 1 6:15 AM 0 3 17 1 3 5 8 117 8 9 45 1 6:30 AM 3 1 23 2 3 9 7 105 3 13 73 0 6:45 AM 2 5 26 3 9 13 8 163 0 11 73 0 7:00 AM 0 2 18 2 5 15 11 115 6 14 85 0 7:15 AM 0 8 21 3 4 20 17 118 1 14 108 1 7:30 AM 2 2 24 0 6 29 27 140 3 9 111 0 7:45 AM 0 8 21 1 6 39 33 118 2 25 113 1 8:00 AM 1 4 20 1 2 23 27 108 3 12 94 2 8:15 AM 0 5 24 3 4 27 7 99 3 17 73 1 8:30 AM 1 4 12 1 1 18 10 106 1 5 84 1 8:45 AM 0 2 14 1 2 9 14 83 3 9 93 0 9:00 AM 1 1 4 0 1 15 13 93 3 9 96 2 9:15 AM 2 5 11 0 2 16 9 78 1 5 86 0 9:30 AM 1 3 9 0 3 11 10 91 1 6 96 0 9:45 AM 0 4 12 0 6 11 14 95 1 8 107 1 10:00 AM 0 1 9 1 3 13 12 88 2 7 89 0 10:15 AM 0 1 6 0 2 11 7 77 0 6 84 0 10:30 AM 1 3 6 1 0 7 16 83 2 4 91 0 10:45 AM 0 3 2 1 2 10 8 50 1 8 95 0 11:00 AM 2 2 6 4 3 10 15 95 2 6 100 1 11:15 AM 1 1 11 3 3 16 15 96 4 10 99 1 11:30 AM 1 6 5 0 6 19 9 109 0 9 128 0 11:45 AM 5 3 8 1 2 17 17 102 6 10 134 3 12:00 PM 2 5 11 0 2 19 18 132 1 10 136 0 12:15 PM 1 1 16 2 5 11 18 138 3 9 103 3 12:30 PM 3 1 15 0 2 10 22 139 3 9 114 0 12:45 PM 1 3 7 1 4 19 11 99 6 8 108 1 1:00 PM 0 3 5 0 2 14 20 111 1 6 109 0 1:15 PM 3 5 3 0 3 20 20 98 0 2 100 0 1:30 PM 0 3 5 0 5 10 23 105 3 7 99 1 1:45 PM 2 6 13 1 1 12 22 79 2 5 120 1 2:00 PM 0 4 9 1 3 5 23 101 3 6 129 1 2:15 PM 2 2 2 2 5 14 21 95 1 18 110 0 2:30 PM 0 5 10 0 4 20 30 96 1 16 117 1 2:45 PM 1 5 14 3 4 17 36 153 1 11 104 4 3:00 PM 1 3 12 2 12 29 29 120 0 24 135 4 3:15 PM 1 0 13 1 6 23 23 106 4 13 132 2 3:30 PM 3 3 14 1 7 35 24 121 2 20 111 1 3:45 PM 2 5 20 0 6 17 22 115 8 12 138 2 4:00 PM 2 3 27 3 6 18 29 134 8 16 168 3 4:15 PM 0 7 19 1 9 27 25 165 3 6 197 1 4:30 PM 2 3 15 0 6 32 33 151 6 27 203 1 4:45 PM 0 5 13 1 3 22 25 146 12 19 168 1 5:00 PM 3 5 12 0 3 18 28 149 5 13 192 2 5:15 PM 0 9 6 0 4 19 23 112 4 15 164 3 5:30 PM 4 5 17 0 11 21 38 166 6 13 154 0 5:45 PM 3 4 17 1 3 13 26 124 3 17 174 2 6:00 PM 2 5 15 0 4 16 29 161 2 10 119 1 6:15 PM 0 4 8 1 3 21 18 127 4 5 118 0 6:30 PM 6 11 10 0 5 12 33 124 5 5 77 1 6:45 PM 4 8 11 2 4 22 19 79 2 5 96 2 Page 261 of 349 Intersection:Biscayne Ave/160th St W/CR 46 City/State:Dakota MN Date:5/2/2024 ALL-VEHICLE VOLUMES Time Period NB Left NB Thru NB Right SB Left SB Thru SB Right EB Left EB Thru EB Right WB Left WB Thru WB Right 6:00 AM 8 0 1 2 0 8 13 70 1 6 56 1 6:15 AM 4 0 3 0 1 7 19 80 1 2 70 2 6:30 AM 3 1 1 1 1 11 28 94 2 3 74 0 6:45 AM 1 1 3 1 1 20 33 97 3 5 70 6 7:00 AM 3 2 4 0 1 15 25 91 6 0 94 5 7:15 AM 6 1 2 0 1 16 27 90 1 0 92 5 7:30 AM 1 0 0 1 0 16 31 129 4 2 91 7 7:45 AM 3 1 4 3 0 26 28 90 5 0 102 3 8:00 AM 2 0 3 1 1 18 26 90 5 1 84 4 8:15 AM 4 1 2 2 1 16 30 95 0 1 88 3 8:30 AM 2 0 3 0 0 7 21 80 5 1 65 1 8:45 AM 3 0 1 1 0 11 13 69 2 0 64 0 9:00 AM 3 2 1 3 0 10 4 60 5 2 57 1 9:15 AM 4 0 1 1 0 9 11 49 2 0 57 2 9:30 AM 1 0 3 0 1 6 9 72 9 5 51 1 9:45 AM 3 2 6 1 0 13 9 60 3 0 60 2 10:00 AM 4 1 0 1 0 5 7 60 6 2 65 1 10:15 AM 5 1 6 0 0 8 6 46 3 2 61 0 10:30 AM 2 0 2 0 0 3 7 44 1 2 84 3 10:45 AM 3 0 3 0 2 10 6 63 2 2 60 0 11:00 AM 1 0 2 2 0 6 7 57 7 4 62 1 11:15 AM 3 0 4 1 1 12 10 65 10 5 59 1 11:30 AM 5 0 10 1 1 10 9 71 2 3 74 2 11:45 AM 5 0 1 2 0 12 13 75 2 2 63 1 12:00 PM 2 1 1 1 0 12 10 78 0 1 62 4 12:15 PM 0 0 1 3 0 7 15 78 2 3 64 1 12:30 PM 1 0 4 0 0 6 8 88 4 1 75 0 12:45 PM 4 1 3 0 0 17 10 75 7 3 96 2 1:00 PM 6 0 4 2 1 6 9 69 4 4 75 0 1:15 PM 3 0 6 0 0 8 7 78 2 1 82 4 1:30 PM 0 0 3 4 2 11 7 76 1 1 89 1 1:45 PM 1 1 4 2 0 7 18 59 2 0 82 0 2:00 PM 1 0 1 2 0 10 10 85 3 4 80 1 2:15 PM 3 0 7 1 0 24 5 67 3 1 85 4 2:30 PM 3 0 1 2 0 17 13 99 5 5 79 0 2:45 PM 2 0 3 4 1 14 18 88 1 1 89 1 3:00 PM 2 0 0 2 0 39 17 107 1 1 90 1 3:15 PM 0 0 3 4 0 19 11 101 0 0 92 0 3:30 PM 1 0 3 1 1 25 14 124 1 0 122 0 3:45 PM 0 0 1 5 0 21 25 109 2 0 102 1 4:00 PM 0 2 2 3 1 28 17 122 1 2 116 3 4:15 PM 2 0 2 1 0 14 24 118 1 0 133 1 4:30 PM 2 0 1 3 1 26 17 114 0 2 139 4 4:45 PM 0 0 0 1 0 23 15 120 0 3 126 0 5:00 PM 2 0 0 2 0 18 19 126 1 1 126 2 5:15 PM 0 1 2 1 0 13 24 99 0 0 127 2 5:30 PM 0 0 0 1 1 27 21 105 1 1 115 9 5:45 PM 1 1 1 1 0 17 22 90 1 1 105 6 6:00 PM 2 0 3 1 1 18 22 77 1 1 86 0 6:15 PM 1 0 0 1 2 9 13 64 2 2 73 2 6:30 PM 0 0 0 1 3 8 20 62 1 1 61 1 6:45 PM 0 1 2 1 2 9 19 46 0 1 65 2 Page 262 of 349 Intersection:Business Pkwy/150th St W/CR 42 City/State:Rosemount MN Date:5/2/2024 ALL-VEHICLE VOLUMES Time Period NB Left NB Thru NB Right SB Left SB Thru SB Right EB Left EB Thru EB Right WB Left WB Thru WB Right 6:00 AM 5 0 33 0 0 4 5 69 9 6 52 0 6:15 AM 2 0 2 1 0 2 1 114 2 2 44 0 6:30 AM 1 0 0 2 0 3 3 111 3 1 78 0 6:45 AM 0 0 2 1 0 6 2 168 15 2 81 3 7:00 AM 2 0 1 1 0 6 2 120 9 7 93 1 7:15 AM 0 0 0 1 1 5 4 137 5 4 121 0 7:30 AM 1 0 2 0 0 6 3 166 7 3 137 0 7:45 AM 4 0 3 2 0 2 1 151 8 5 148 0 8:00 AM 5 0 0 0 1 2 6 141 7 7 108 0 8:15 AM 1 1 3 0 0 3 2 108 2 5 91 1 8:30 AM 2 0 0 0 0 5 5 111 2 4 100 0 8:45 AM 2 0 5 0 0 3 1 103 5 2 98 0 9:00 AM 4 0 1 2 0 4 3 93 10 2 107 1 9:15 AM 1 0 1 0 0 1 4 90 3 2 103 0 9:30 AM 2 0 1 0 0 4 3 102 2 0 105 0 9:45 AM 0 0 0 0 0 4 4 117 4 2 119 1 10:00 AM 1 0 1 0 0 1 3 96 3 1 99 0 10:15 AM 3 0 1 0 0 3 3 82 6 4 88 1 10:30 AM 2 0 2 0 0 3 3 97 1 1 97 0 10:45 AM 2 0 1 0 0 4 3 57 3 2 107 0 11:00 AM 7 0 3 0 0 4 5 112 3 3 112 1 11:15 AM 7 1 1 0 0 2 0 115 12 15 95 1 11:30 AM 5 0 1 0 0 8 2 115 7 13 133 0 11:45 AM 7 1 3 2 0 6 5 123 13 3 150 1 12:00 PM 40 0 16 0 0 5 5 138 4 2 155 1 12:15 PM 3 0 4 0 0 1 5 155 8 2 114 0 12:30 PM 3 0 5 0 0 3 5 165 9 1 124 1 12:45 PM 5 0 0 0 0 2 6 111 5 2 124 1 1:00 PM 11 1 0 0 0 1 2 131 8 5 118 0 1:15 PM 3 1 0 0 0 3 2 116 8 0 122 1 1:30 PM 5 0 1 1 0 6 4 134 5 0 108 0 1:45 PM 7 1 3 0 0 4 1 97 5 1 132 0 2:00 PM 3 1 3 1 0 3 4 125 3 1 130 1 2:15 PM 3 0 3 0 0 1 7 107 5 2 126 2 2:30 PM 6 0 5 0 0 7 3 123 4 3 130 0 2:45 PM 3 0 8 1 0 9 5 178 6 2 117 4 3:00 PM 6 0 5 0 0 3 2 150 1 4 153 1 3:15 PM 6 0 4 1 0 8 3 122 4 2 158 0 3:30 PM 8 0 10 0 0 5 9 138 5 2 146 1 3:45 PM 6 0 7 0 0 6 10 139 4 2 156 1 4:00 PM 3 0 8 2 0 4 9 157 3 4 179 1 4:15 PM 3 0 7 0 0 7 9 185 3 0 220 1 4:30 PM 9 0 11 0 0 7 13 177 3 7 229 2 4:45 PM 3 0 5 0 0 7 8 177 3 2 188 1 5:00 PM 8 0 6 0 0 11 6 181 3 5 207 2 5:15 PM 1 0 6 1 0 6 6 127 1 10 167 2 5:30 PM 3 0 2 0 0 3 4 208 4 17 164 0 5:45 PM 2 0 3 1 0 3 5 147 3 9 178 1 6:00 PM 6 0 31 1 0 10 7 167 2 1 132 2 6:15 PM 2 0 6 0 0 10 4 142 1 1 137 1 6:30 PM 3 0 4 1 0 4 4 155 2 1 92 0 6:45 PM 2 0 0 0 0 1 7 104 1 1 119 2 Page 263 of 349 Intersection:150th St W/CR 42/145th St W City/State:Rosemount MN Date:5/2/2024 ALL-VEHICLE VOLUMES Time Period NB Left NB Thru NB Right SB Left SB Thru SB Right EB Left EB Thru EB Right WB Left WB Thru WB Right 6:00 AM 1 104 0 0 52 7 11 0 2 0 0 0 6:15 AM 0 126 0 0 54 8 9 0 1 0 0 0 6:30 AM 1 135 0 0 80 15 15 0 4 0 0 0 6:45 AM 1 197 0 0 80 28 14 0 5 0 0 0 7:00 AM 1 136 0 0 94 24 19 0 5 0 0 0 7:15 AM 0 153 0 0 122 2 7 0 6 0 0 0 7:30 AM 1 155 0 0 108 25 19 0 5 0 0 0 7:45 AM 1 152 0 0 135 28 23 0 2 0 0 0 8:00 AM 1 118 0 0 103 23 26 0 6 0 0 0 8:15 AM 3 134 0 0 79 11 18 0 3 0 0 0 8:30 AM 6 111 0 0 92 6 12 0 4 0 0 0 8:45 AM 4 95 0 0 100 15 13 0 2 0 0 0 9:00 AM 2 95 0 0 97 28 15 0 4 0 0 0 9:15 AM 1 83 0 0 89 19 11 0 2 0 0 0 9:30 AM 1 103 0 0 96 10 10 0 4 0 0 0 9:45 AM 0 103 0 0 109 13 9 0 6 0 0 0 10:00 AM 1 96 0 0 89 13 9 0 6 0 0 0 10:15 AM 3 81 0 0 92 10 14 0 1 0 0 0 10:30 AM 2 90 0 0 94 18 12 0 1 0 0 0 10:45 AM 0 53 0 0 98 14 12 0 4 0 0 0 11:00 AM 2 92 0 0 107 10 12 0 2 0 0 0 11:15 AM 5 107 0 0 101 15 12 0 6 0 0 0 11:30 AM 6 107 0 0 130 16 14 0 4 0 0 0 11:45 AM 2 113 0 0 143 8 10 0 3 0 0 0 12:00 PM 5 131 0 0 133 0 6 0 5 0 0 0 12:15 PM 11 152 0 0 105 13 20 0 6 0 0 0 12:30 PM 4 145 0 0 116 14 21 0 1 0 0 0 12:45 PM 4 112 0 0 121 18 13 0 2 0 0 0 1:00 PM 2 107 0 0 111 21 12 0 2 0 0 0 1:15 PM 2 105 0 0 95 13 8 0 5 0 0 0 1:30 PM 5 99 0 0 105 18 26 0 3 0 0 0 1:45 PM 3 90 0 0 125 19 13 0 0 0 0 0 2:00 PM 8 103 0 0 138 17 15 0 5 0 0 0 2:15 PM 2 95 0 0 115 19 13 0 2 0 0 0 2:30 PM 6 103 0 0 134 23 20 0 2 0 0 0 2:45 PM 7 157 0 0 113 23 15 0 3 0 0 0 3:00 PM 6 127 0 0 162 47 30 0 7 0 0 0 3:15 PM 3 122 0 0 141 24 28 0 4 0 0 0 3:30 PM 9 132 0 0 124 25 16 0 7 0 0 0 3:45 PM 4 128 0 0 149 25 27 0 7 0 0 0 4:00 PM 4 164 0 0 189 27 21 0 5 0 0 0 4:15 PM 13 174 0 0 192 31 15 0 4 0 0 0 4:30 PM 14 153 0 0 218 36 19 0 8 0 0 0 4:45 PM 5 154 0 0 183 44 22 0 3 0 0 0 5:00 PM 7 155 0 0 203 35 17 0 3 0 0 0 5:15 PM 8 109 0 0 179 26 11 0 4 0 0 0 5:30 PM 8 178 0 0 172 36 14 0 2 0 0 0 5:45 PM 19 127 0 0 181 32 13 0 4 0 0 0 6:00 PM 9 166 0 0 126 18 20 0 6 0 0 0 6:15 PM 8 136 0 0 116 27 19 0 5 0 0 0 6:30 PM 7 122 0 0 82 15 8 0 2 0 0 0 6:45 PM 5 92 0 0 99 20 7 0 4 0 0 0 Page 264 of 349 Intersection:S Robert Trail/Haiwatha Pioneer Trl/143rd St W City/State:Rosemount MN Date:5/2/2024 ALL-VEHICLE VOLUMES Time Period NB Left NB Thru NB Right SB Left SB Thru SB Right EB Left EB Thru EB Right WB Left WB Thru WB Right 7:00 AM 6 164 2 0 92 9 2 0 4 0 0 2 7:15 AM 8 217 5 0 98 21 2 0 3 0 0 5 7:30 AM 8 189 5 0 139 18 4 0 9 0 0 4 7:45 AM 22 129 2 0 106 60 4 0 19 0 0 1 8:00 AM 24 150 7 1 78 82 5 0 47 0 2 6 8:15 AM 5 132 14 0 82 67 13 0 56 1 0 13 8:30 AM 3 104 8 0 63 3 4 0 10 0 0 8 8:45 AM 5 83 0 0 63 11 3 0 3 0 0 1 Page 265 of 349 Intersection:S Robert Trail/Haiwatha Pioneer Trl/143rd St W City/State:Rosemount MN Date:5/2/2024 ALL-VEHICLE VOLUMES Time Period NB Left NB Thru NB Right SB Left SB Thru SB Right EB Left EB Thru EB Right WB Left WB Thru WB Right 2:00 PM 2 103 0 0 100 5 4 0 4 1 0 0 2:15 PM 1 113 0 0 120 5 5 0 4 0 0 1 2:30 PM 6 123 0 0 214 21 0 0 4 0 0 14 2:45 PM 3 112 0 0 161 23 5 0 4 0 0 5 3:00 PM 8 97 0 0 132 24 6 0 11 0 0 5 3:15 PM 7 113 0 0 137 25 8 0 35 0 0 17 3:30 PM 14 133 1 0 150 13 5 0 3 0 0 1 3:45 PM 7 119 0 0 168 8 6 0 31 0 0 7 4:00 PM 0 127 0 0 185 6 2 0 7 0 0 1 4:15 PM 2 133 0 0 210 11 3 0 4 0 0 2 4:30 PM 2 164 0 0 202 5 1 0 3 0 0 1 4:45 PM 3 146 0 0 203 15 2 0 4 1 0 1 5:00 PM 21 133 0 0 187 52 1 0 3 0 0 3 5:15 PM 14 140 0 0 174 29 3 0 3 0 0 1 5:30 PM 4 132 1 0 152 11 1 0 6 0 0 2 5:45 PM 2 122 0 0 144 10 8 0 17 0 0 0 Page 266 of 349 Intersection:Cameo Ave/143rd St W City/State:Rosemount MN Date:5/2/2024 ALL-VEHICLE VOLUMES Time Period NB Left NB Thru NB Right SB Left SB Thru SB Right EB Left EB Thru EB Right WB Left WB Thru WB Right 7:00 AM 6 0 1 2 0 0 0 3 3 3 10 2 7:15 AM 17 1 0 2 2 0 0 3 9 5 18 5 7:30 AM 22 3 0 1 2 0 0 12 11 4 17 2 7:45 AM 31 4 1 1 2 1 0 21 37 4 67 2 8:00 AM 64 0 1 0 2 0 0 52 85 3 102 1 8:15 AM 40 8 1 6 10 0 2 68 66 2 74 10 8:30 AM 1 1 1 4 0 0 0 4 7 0 4 2 8:45 AM 4 1 2 3 4 0 0 1 2 4 6 5 Page 267 of 349 Intersection:Cameo Ave/143rd St W City/State:Rosemount MN Date:5/2/2024 ALL-VEHICLE VOLUMES Time Period NB Left NB Thru NB Right SB Left SB Thru SB Right EB Left EB Thru EB Right WB Left WB Thru WB Right 2:00 PM 2 0 4 2 0 0 0 2 0 3 2 2 2:15 PM 3 0 5 1 4 0 0 2 1 4 1 1 2:30 PM 6 1 1 0 2 0 0 3 10 9 16 2 2:45 PM 16 4 1 4 5 0 0 6 5 7 5 8 3:00 PM 13 4 5 5 3 0 0 7 16 8 17 2 3:15 PM 20 2 5 3 5 0 0 32 61 14 24 2 3:30 PM 27 1 3 0 3 0 0 5 11 5 21 1 3:45 PM 33 0 1 0 3 0 0 35 77 6 9 1 4:00 PM 4 0 0 1 0 0 0 9 19 5 1 0 4:15 PM 2 1 3 0 2 0 0 4 6 7 5 1 4:30 PM 3 0 2 0 0 0 0 1 5 3 3 0 4:45 PM 6 0 1 0 0 0 0 5 7 10 9 0 5:00 PM 31 0 0 1 2 0 0 3 6 4 68 1 5:15 PM 17 2 0 0 0 0 0 6 4 4 39 1 5:30 PM 1 0 0 3 2 1 0 4 5 3 7 5 5:45 PM 0 2 0 3 1 1 0 25 16 2 3 7 Page 268 of 349 Page 269 of 349 EXECUTIVE SUMMARY City Council Regular Meeting: September 17, 2024 AGENDA ITEM: Request by Kwik Trip for Approval of a Conditional Use Permit AGENDA SECTION: NEW BUSINESS PREPARED BY: Eric Van Oss, Economic Development Coordinator AGENDA NO. 9.a. ATTACHMENTS: Kwik Trip Visuals, Resolution APPROVED BY: LJM RECOMMENDED ACTION: Motion to approve a Conditional Use Permit allowing an automobile fuel station located at Lot 1 Block 2 Prestwick Place 24th Addition, subject to the conditions in the resolution BACKGROUND Applicant Kwik Trip Property Owner Akron 42, LLC Site Area in Acres 4.79 Acres Comp Plan Land Use Designation CC Community Commercial Current Zoning MX-2 PUD - Highway Mixed Use District Planned Unit Development Neighboring Uses West – MX-2 Highway Mixed Use; North – MX-2 Highway Mixed Use; East – MX-2 Highway Mixed Use; South – MX-2 Highway Mixed Use The Council is being asked to consider a request by Kwik Trip for a Conditional Use Permit to construct an 11,000 square foot convenience store, a one-bay detached carwash, and automobile fuel stations with a 40x20 fueling canopy. The site plan generally meets the requirements of the zoning ordinance except for the amount of vehicle stacking provided for the pump islands and car wash. Additionally, the site plan will need to be updated to show 24’ spacing between parking islands. Planning Commission Action On August 27, 2024 the Rosemount Planning Comission considered a request by Kwik Trip for approval of a PUD Final Site and Building Plan and a Conditional Use Permit. The Planning Comission held a public hearing for both items and did not recieve any comments from the public. A representive from Kwik Trip spoke about the project and answered questions from the Commissioners. The Planning Comission approved PUD Final Site and Building Plan and recommended City Council approval for the Conditional Use Permit. Page 270 of 349 Land Use and Zoning The site is designated in the City’s Comprehensive Land Use Plan for CC-Community Commercial uses. The purpose of this designation is to provide retail, professional offices, and personal services that serve the daily and weekly needs of the residents of Rosemount. The site is part of the MX-2 Highway Mixed Use zoning district, which is consistent with the site’s land use designation. The proposed use is permitted within that district, and the associated automobile fuel station is a conditional use in the MX-2 zoning district. The site is also regulated by the Prestwick Place PUD, although no specific provisions related to the zoning standards currently apply to the proposed project. CONDITIONAL USE PERMIT Legal Authority Conditional use permits (CUP) are considered quasi-judicial actions. In such cases, the City is acting as a judge to determine if the regulations within the Comprehensive Plan, Zoning Ordinance and Subdivision Ordinance are being followed. Generally, if the application meets these requirements, it must be approved. REVIEW AND ANALYSIS Will not be detrimental to or endanger the public health, safety, or general welfare of the neighborhood or the city. Finding: The store, gas pumps and car wash will not change any traffic patterns exterior to the site. Screening will be provided to minimize impacts to traffic on adjacent public rights of way. Will be harmonious with the objectives of the comprehensive plan and city code provisions. Finding: The use and location are consistent with the Comprehensive Plan policies. The proposed automobile fuel station will conform with all requirements of the zoning code, when updated plans show vehicle stacking for the car wash and fuel pumps and 24’ spacing between pump islands. Will be designed, constructed, operated and maintained so as to be compatible or similar in an architectural and landscape appearance with the existing or intended character of the general vicinity and will not change the essential character of that area, nor substantially diminish or impair property values within the neighborhood. Finding: The area is guided for Community Commercial uses. The site itself is surrounded by land that is designated for commercial uses. The proposed development is consistent with planned uses. Will be served adequately by existing (or those proposed in the project) essential public facilities and services, including streets, police and fire protection, drainage, structures, refuse disposal, water and sewer systems and schools. Finding: The site will continue to be served by the existing services, including storm water management. The project will not require any public services or utilities beyond those being installed as part of the over development in this area of Rosemount. Will not involve uses, activities, processes, material equipment, and conditions of operation that will be hazardous or detrimental to any persons, property, or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, or odors. Finding: The proposed development will not involve uses, activities, processes, material equipment, and conditions of operation that will be hazardous or detrimental to any persons, property, or the general welfare because of excessive Page 271 of 349 production of traffic, noise, smoke, fumes, glare, or odors. Will have vehicular ingress and egress to the property which does not create traffic congestion or interfere with traffic on surrounding public streets. Finding: The City’s engineering staff has reviewed the site plan and indicates that the site will not create traffic congestion or interfere with traffic on surrounding public streets. The streets in this part of the city were and are being designed with a mix of commercial and residential development in mind. Will not result in the destruction, loss or damage of a natural, scenic, or historic feature of major importance and will comply with all local, state, and federal environmental quality standards. Finding: The site features no natural, scenic, or historic features of major importance that will be impacted by the proposed development. REVIEW AND ANALYSIS (USE SPECFIC STANDARSDS) The site and building(s) shall be designed to limit the effects of this use on adjacent properties and public rights-of-way. No gasoline pumps shall be located on a site abutting any residential use or district. Finding: Staff reviewed the submitted materials and finds the applicant meets standards. The principal building shall be the primary source for screening the gasoline pumps from adjacent properties and/or rights-of-way. Landscaping and berming shall be a secondary source for screening gasoline pumps. Should landscaping and berming be found ineffective by the city, the city may approve screening walls and/or decorative fencing as an alternative. Screening walls shall be constructed of the same materials as the principal building and shall not extend more than twenty- five (25) feet without a change in architecture to reduce their mass and appearance. The secondary source of screening (landscaping and berming or walls and/or decorative fencing) shall provide a minimum ninety percent (90%) opacity screen to a height of four (4) feet. Finding: Staff reviewed the submitted materials and finds the applicant meets standards. Stacking for gas pumps shall be provided for at least one car beyond the pump island in each direction in which access can be gained to the pump. Each space shall be a minimum of nine (9) feet wide by eighteen (18) feet long. Finding: Staff reviewed the submitted materials. Staff asked the applicant to provide updated plans gas pump stacking. Stacking areas shall be designed and located to minimize noises, emissions, and headlight glare upon adjacent properties and shall not interfere with circulation through any required parking, loading, maneuvering or pedestrian area. Finding: Staff reviewed the submitted materials and finds the applicant meets standards. Fuel pumps shall be installed on pump islands. Pump islands shall be elevated six (6) inches above the traveled surface of the site and shall conform to the applicable principal building setback. Additionally, there shall be sufficient area around the pump island(s) to allow for safe and efficient movement of vehicles through the site, with a minimum twenty-four (24) feet between pump rows, measured curb face to curb. Finding: Staff reviewed the submitted materials. Staff asked the applicant to provide updated plans updating the minimum distance (24’) between pump rows. Page 272 of 349 Underground fuel storage tanks are to be positioned to allow adequate access by motor fuel transports and unloading operations that do not conflict with circulation, access and other activities on the site. Finding: Staff reviewed the submitted materials and finds the applicant meets standards. A protective canopy structure may be located over the pump islands, subject to the following standards: a. The edge of the canopy shall maintain setbacks as required for the principal building. Finding: Staff reviewed the submitted materials and finds the applicant meets standards. b. The architectural design, colors, and character of the canopy shall be consistent with the principal building on the site. The canopy posts/signposts shall not obstruct traffic or the safe operation of the gas pumps. Finding: Staff reviewed the submitted materials and finds the applicant meets standards. c. The canopy shall not exceed eighteen (18) feet in height and must provide at least fourteen (14) feet of clearance to accommodate a semitrailer passing underneath. The height of the canopy may be increased should the city council determine the architectural design enhances the site and/or is more consistent with the principal building. Finding: Staff reviewed the submitted materials and finds the applicant meets standards. d. The canopy fascia shall not exceed three (3) feet in vertical height. Finding: Staff reviewed the submitted materials and finds the applicant meets standards. e. Canopy lighting shall consist of canister spotlights recessed into the canopy. No portion of the light source or fixture may extend below the bottom face of the canopy. Total canopy illumination shall not exceed one hundred fifteen (115) foot-candles below the canopy at ground level. The fascia of the canopy shall not be illuminated. Finding: Staff reviewed the submitted materials and finds the applicant meets standards. f. Signage may be allowed on a canopy; however, such signage will apply toward the allowable sign area for the principal building and/or ground sign. Finding: Staff reviewed the submitted materials and finds the applicant meets standards. No public address system shall be audible from a noncommercial or nonindustrial use or district. Finding: Staff reviewed the submitted materials and finds the applicant meets standards. The sale, storage, or display of vehicles is prohibited. Finding: Staff reviewed the submitted materials and finds the applicant meets standards. No outside storage, display, or services shall be allowed except as follows: a. Propane sales limited to twenty (20)-pound capacity tanks may be located outside provided the tanks are secured in a locker and the use meets all state building and fire codes. Finding: Staff reviewed the submitted materials and finds the applicant meets standards. b. Sale or display of goods shall be allowed on the private sidewalk immediately in front of the principal building, provided that a minimum four (4) foot clearance is maintained for pedestrian access and that the display does not exceed four (4) feet in height and is maintained in an orderly fashion. Display shall not block the handicap accessible route. Finding: Staff reviewed the submitted materials and finds the applicant meets standards. c. Sale or display of goods shall be allowed in an area underneath the canopy adjacent to the pump Page 273 of 349 island provided that the display does not exceed three (3) feet in height or extend beyond the concrete base of the pump island. This area shall be maintained in an orderly and safe fashion and in accordance with applicable state fire code regulations. Finding: Staff reviewed the submitted materials and finds the applicant meets standards. Any repair, assembly, disassembly or maintenance of vehicles shall require an additional conditional use permit subject to the performance standards outlined in this subsection for automotive repair. Finding: Staff reviewed the submitted materials and finds the applicant meets standards. A car wash facility not accessory to automobile repair or a non- service motor fuel station shall require an additional conditional use permit subject to the performance standards outlined in this subsection for car wash, full- or self-service. Finding: Staff reviewed the submitted materials and finds the applicant meets standards. RECOMMENDATION Motion to approve a Conditional Use Permit allowing automobile fuel station located at Lot 1 Block 2 Prestwick Place 24th Addition, subject to the conditions in the resolution. Page 274 of 349 Page 275 of 349 Page 276 of 349 CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2023-XX A RESOLUTION APPROVING A CONDITIONAL USE PERMIT FOR AN AUTOMOBILE FUEL STATION AT LOT 1 BLOCK 2 PRESTWICK PLACE 24th ADDITION WHEREAS, the City of Rosemount received an application from Kwik Trip, requesting a Conditional Use Permit (CUP) to allow for a nonservice motor fuel station at Lot 1 Block 2 Prestwick Place 24th Addition; and WHEREAS, on August 27, 2024, the Planning Commission of the City of Rosemount held a public hearing to review the CUP application and adopted a motion to recommend that the City Council approve this request, subject to conditions; and WHEREAS, on September 17, 2024, the City Council of the City of Rosemount reviewed and agreed with the Planning Commission’s recommendation to grant a Conditional Use Permit allowing for a nonservice motor fuel station at Lot 1 Block 2 Prestwick Place 24th Addition. NOW, THEREFORE, BE IT RESOLVED, the City Council of the City of Rosemount hereby approves a Conditional Use Permit (CUP) for a nonservice motor fuel station. Subject to the following conditions: 1. Compliance with all ordinance criteria listed in section 11-6-3.D of the City of Rosemount Zoning Ordinance. 2. Applicant shall obtain a building permit for any renovations requiring a permit. 3. Applicant must acquire applicable state, county and city licenses. 4. No public address system, music, or TV located on site shall be audible from a noncommercial or nonindustrial use or district. ADOPTED this 17th day of August, 2024 by the City Council of the City of Rosemount. __________________________________________ Jeffery D. Weisensel, Mayor ATTEST: ___________________________________ Erin Fasbender, City Clerk Page 277 of 349 EXECUTIVE SUMMARY City Council Regular Meeting: September 17, 2024 AGENDA ITEM: Establish Preliminary 2025 Budget, Levy, and CIP AGENDA SECTION: NEW BUSINESS PREPARED BY: Logan Martin, City Administrator Teah Malecha, Administrative Services Director AGENDA NO. 9.b. ATTACHMENTS: Resolution, 2025 Preliminary Budget APPROVED BY: LJM RECOMMENDED ACTION: Staff recommends the City Council adopt a motion setting the Preliminary 2025 General Fund Operating Budget, the Preliminary 2025 CIP Budgets, the Preliminary 2025 Insurance Budget, the Preliminary 2025 Port Authority Operating Levy, and the Preliminary 2025 Levy and Budget hearing date required by the City of Rosemount. BACKGROUND The City Council and staff have been deeply engaged in the annual budgeting process for about 4 months now. A major benchmark in that work is the establishment of the "ceiling" for the levy amount in September, which the City Council is being asked to do with the below actions. This process has once again been collaborative, informative, and has lead to a budget that reflects the City's priorities and responds to its growth. The preliminary 2025 Budget shows an increase of 11.59% ($2,134,020) to the Operating Budget, which results in an 8.96% ($1,401,912) increase to the general fund tax levy. The City’s recent debt issuance for the PD PW Campus project is spread to have an approximately 4.5% debt levy increase for the first four years, making the cumulative levy increase 10.90%. As a reminder, this amount is reduced over 1% based on Council direction received at a previous work session. The impact of this levy increase on a median valued home is projected to be $40 per year (City’s General Fund) and $45 per year (PD PW Campus), or a total of an $85 tax increase. The City’s tax rate (the percentage used to calculate the City’s portion of the property tax) is projected to increase to 35.8%, as compared to 33.3% in 2024. This rate continues to be lower than it was in 2016 (43%), which is a reflection of the growth of the City in recent years and the effect of added taxable value. In 2025, the median value home is estimated to be $396,750, which reflects a 0.74% value decrease over last year’s median value home. This is a significantly different valuation change as compared to 2023’s record high (18.88%), signaling the continued normalizing of assessed values as the housing market has cooled. A flattening of home valuations has a direct impact on the City’s ability to generate tax revenues. Revenues The City’s 2025 Tax Capacity Value is preliminarily increasing by 5.43%, (significantly lower than last year’s 33% growth) and our median valued home is decreasing by 0.74%. Non-tax levy revenues Page 278 of 349 generated by the City are projected to increase by 12.6% ($645,150) in 2025, which is a direct reflection of the growth in the City that is underway and anticipated in 2025. Licenses and Permits (fees generated by growth and construction activities) are flattened out to ensure we don’t become overly reliant on these sources of revenue, as they will eventually decline. Further, staff aim to take an accurate yet conservative approach when anticipating this revenue, due to the volatility that occurs in the development market. With the expected submittal of residential and commercial projects in 2025, revenues received could outpace these estimates. This revenue forecast is based on a target goal of 250 new units of housing in 2025. Staff projects revenues from rental of facilities and participation in recreation activities to continue to rebound to pre-pandemic averages. Expenditures Below is a description of notable changes to each department’s budget. Some discussion is provided below. However, a detailed presentation and discussion surrounding these initiatives will occur during the presentation. Page 279 of 349 RECOMMENDATION Staff recommends the City Council adopt a motion setting the Preliminary 2025 General Fund Operating Budget, the Preliminary 2025 CIP Budgets, the Preliminary 2025 Insurance Budget, the Preliminary 2025 Port Authority Operating Levy, and the Preliminary 2025 Levy and Budget hearing date required by the City of Rosemount. Page 280 of 349 4 CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2024 - XX A RESOLUTION SETTING THE PRELIMINARY 2025 GENERAL FUND OPERATING BUDGET, THE PRELIMINARY 2025 C.I.P. BUDGETS, THE PRELIMINARY 2025 INSURANCE BUDGET, THE PRELIMINARY 2025 PORT AUTHORITY OPERATING LEVY AND THE PRELIMINARY 2025 LEVY AND BUDGET HEARING DATE REQUIRED BY THE CITY OF ROSEMOUNT WHEREAS, the City Council of the City of Rosemount has determined that budgets and special needs for the year 2025 will be in the amount of $34,286,738 for the General Operating Fund, the three CIP Funds, the Insurance Fund, the Port Authority Fund and the Enterprise Funds; and WHEREAS, the City Council has determined that special levies for Bonded Indebtedness total $1,247,689 for 1 City issues (G.O. Street Reconstruction and Capital Improvement Plan Bonds 2023A) and no levy is necessary for any other City issues (utilizing other revenue sources); and WHEREAS, the City Council has determined that actual incomes, fund transfers and anticipated aids will total $15,989,471; and NOW, THEREFORE BE IT RESOLVED, that the total preliminary levy certified to the Dakota County Auditor shall be $17,049,578; and BE IT FURTHER RESOLVED, that the City Council of the City of Rosemount will conduct a Public Hearing for the purpose of presenting the proposed budget and levy to the general public and to comply with Truth in Taxation laws as set by the Minnesota State Legislature, and that the hearing shall take place on Tuesday, December 3rd, 2024 at 7 p.m., in the City Council Chambers at the City Hall. ADOPTED this 17th day of September, 2024. Jeffery D. Weisensel, Mayor ATTEST: Erin Fasbender, City Clerk Page 281 of 349 CITY BUDGET REPORT 2025 Page 282 of 349 4 CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 2024 - XX A RESOLUTION SETTING THE PRELIMINARY 2025 GENERAL FUND OPERATING BUDGET, THE PRELIMINARY 2025 C.I.P. BUDGETS, THE PRELIMINARY 2025 INSURANCE BUDGET, THE PRELIMINARY 2025 PORT AUTHORITY OPERATING LEVY AND THE PRELIMINARY 2025 LEVY AND BUDGET HEARING DATE REQUIRED BY THE CITY OF ROSEMOUNT WHEREAS, the City Council of the City of Rosemount has determined that budgets and special needs for the year 2025 will be in the amount of $34,286,738 for the General Operating Fund, the three CIP Funds, the Insurance Fund, the Port Authority Fund and the Enterprise Funds; and WHEREAS, the City Council has determined that special levies for Bonded Indebtedness total $1,247,689 for 1 City issues (G.O. Street Reconstruction and Capital Improvement Plan Bonds 2023A) and no levy is necessary for any other City issues (utilizing other revenue sources); and WHEREAS, the City Council has determined that actual incomes, fund transfers and anticipated aids will total $15,989,471; and NOW, THEREFORE BE IT RESOLVED, that the total preliminary levy certified to the Dakota County Auditor shall be $17,049,578; and BE IT FURTHER RESOLVED, that the City Council of the City of Rosemount will conduct a Public Hearing for the purpose of presenting the proposed budget and levy to the general public and to comply with Truth in Taxation laws as set by the Minnesota State Legislature, and that the hearing shall take place on Tuesday, December 3rd, 2024 at 7 p.m., in the City Council Chambers at the City Hall. ADOPTED this 17th day of September, 2024. Jeffery D. Weisensel, Mayor ATTEST: Erin Fasbender, City Clerk Page 283 of 349 DEADLINE:PAYABLE YEAR: 55068 ZIP Code 55068 ZIP Code rosemountmn.govWebsite Address: 9/17/2024 Authorization 2875 145th Street West Rosemount Signature of Authorized Representative Date 011000 Public Meeting Information September 30, 2024 Phone Number:651-322-2031 Teah Malecha Address: Truth in Taxation Contact Information (this information will appear on the proposed tax statement) Address: Street City Name: 2875 145th Street West Rosemount 2025 Title:Administrative Services Director FORM A - PUBLIC MEETINGS & TRUTH IN TAXATION CONTACT INFORMATION ROSEMOUNT Street City Taxing District Name: Entity Number: Public Meeting Date: Time of Meeting: Place of Meeting: City of Rosemount 7:00 PM Tuesday, December 3, 2024 Page 284 of 349 LEVY CATEGORY: The levy category lists all the common levies throughout the taxing districts. Any levy that is not specifically identified should be included in the miscellaneous levy category. -$ 0.00% 0 Administrative Services Director 651-322-2031 teah.malecha@rosemountmn.gov Title Phone Number Email Authorization I, the authorized representative of the above mentioned Governmental Agency, certify that the foregoing information is accurate to the best of my knowledge. 9/17/2024 Signature of Authorized Representitive Date BUDGET: Enter the approved expenditure levy amount that is stated on your budget resolution. LGA: Enter "Local Government Aid" as a negative amount; LGA is a property tax relief that can be used to reduce any lawful expenditure. OTHER RESOURCES: Enter other resources as negative amount to reduce your approved levy. Examples of other resources include other aids, interest income, prior year reserves, grants, etc. PROPOSED CERTIFIED LEVY: The proposed certified levy is the estimated figures that will be entered into Dakota County tax rolls. Dakota County Property Taxation will deduct Fiscal Disparities from all certified levies. Total Certified Proposed Levy TOTAL CERTIFIED PROPOSED LEVY 34,286,738 0 TOTAL TAX CAPACITY LEVY 34,286,738 0 (15,989,471)18,297,267$ 100.00% TOTAL MKT VALUE REFERENDUM LEVY 000 -$ 0.00% FUND NUMBER: The fund number identifies your district levy category - the fund number will auto populate after you select the expenditure from the levy category list. -$ 0.00% 0-$ - Select Levy Account -blank Market Value Referendum Based Levy 0-$ 0.00% 0.00%0 (15,989,471)18,297,267$ 100.00% 33,039,049 (15,989,471)17,049,578$ 93.18% 6.82% 0-$ 0.00% 1,247,689 1,247,689$ Budget LGA Other Resources Proposed Certified Levy % of Levy Tax Capacity Based Levy Fund Number Levy Category FORM B - PROPOSED LEVY CERTIFICATION Submit District Resolution with Levy Form fgdf Deadline:September 30, 2024 Payable Year:2025 Taxing Dist Name:ROSEMOUNT Entity Number:011000 - Select Levy Account - - Select Levy Account - - Select Levy Account - - Select Levy Account - 3000 3001 blank blank blank blank REVENUE DEBT SERVICE Page 285 of 349 AUTHORITY: PAY YEAR: 2025 2025 Certified Debt Levy Certified Debt Levy TAX INCREMENT ACTIVE 2008A DEBT SERVICE IF NEEDED 2,765,000$ -$ -$ -$ -$ -$ -$ -$ -$ GENERAL OBLIGATION ACTIVE 2014A DEBT SERVICE 2,400,000$ -$ -$ -$ -$ -$ -$ -$ -$ GENERAL OBLIGATION ACTIVE 2015A DEBT SERVICE IF NEEDED 3,335,000$ -$ -$ -$ -$ -$ -$ -$ -$ TAX INCREMENT ACTIVE 2015A DEBT SERVICE IF NEEDED 1,525,000$ -$ -$ -$ -$ -$ -$ -$ -$ REFUNDING ACTIVE 2015B DEBT SERVICE 1,345,000$ -$ -$ -$ -$ -$ -$ -$ -$ GENERAL OBLIGATION INACTIVE 2018A DEBT SERVICE 835,000$ -$ -$ -$ -$ -$ -$ -$ -$ GENERAL OBLIGATION ACTIVE 2023A DEBT SERVICE 62,175,000$ -$ -$ -$ 3,092,434$ (1,844,745)$ 1,247,689$ -$ 3,092,434$ GENERAL OBLIGATION ACTIVE 2023B DEBT SERVICE 45,390,000$ -$ -$ -$ 2,161,424$ (2,161,424)$ (0)$ -$ 2,161,424$ ALL OTHER DEBT ^DEBT SERVICE -$ -$ -$ -$ -$ -$ 1,247,688$ (4,006,169)$ 1,247,688$ 5,253,857$ -$ 5,253,857$ FOOTNOTE: Signature Date 9/17/2024 Proposed - Form B Final - Form C DEBT LEVY CERTIFICATION General Obligation Status Series Rosemount 2025 December 30, 2024 PROPOSED DUE DATE: TOTAL TAX ABATEMENT* TOTAL CERTIFIED DEBT SERVICE (Proposed)** ^ ONLY USE FOR ANY ADDITIONAL DEBT SERVICE NOT CERTIFIED THROUGH A BOND REGISTERED WITH THE COUNTY ** TOTAL AMOUNTS MUST MATCH THE DEBT SERVICE FUND LISTED ON FORM B OF THE PROPOSED LEVY CERTIFICATION * TOTAL AMOUNTS MUST MATCH THE TAX ABATEMENT FUND LISTED ON FORM B AND FORM C OF LEVY CERTIFICATION TOTAL CERTIFIED DEBT SERVICE (Final)*** *** TOTAL AMOUNTS MUST MATCH THE DEBT SERVICE FUND LISTED ON FORM C OF THE FINAL LEVY CERTIFICATION I hereby certify that the above schedule of bond levies to be spread on the payable 2025 tax rolls agrees with the tax district records and is true and correct. Minnesota Statute 475.63 and 475.64: If a reduction to the debt levy payment is elected, I certify irrevocable funds on hand for the debt service account or that there exist excess funds in the debt service account for payment of the debt levy. FINAL DUE DATE: 105% of P&I Debt Levy Increase(+) or Decrease(-) September 30, 2024 Increase(+) or Decrease(-) Collection Method Original Principal Tax Abatement Increase(+) or Decrease(-) Net Abatement Page 286 of 349 FUNDING REQUIREMENTS - SOURCES 2023 2024 2025 Adopted Adopted Proposed +/- Types Budget Budget Budget Difference Percentage ---------------------------------------------------------- ---------------------------------------------------------- ------------------ ------------------ Internal Revenue Generated: Licenses and Permits 2,162,255 1,267,710 1,306,210 38,500 3.04% Intergovernmental 1,543,246 1,688,500 1,927,300 238,800 14.14% Charges for Services 2,189,655 1,387,800 1,452,750 64,950 4.68% Fines & Forfeits 127,725 97,000 105,000 8,000 8.25% Recreational Fees 390,434 393,800 400,900 7,100 1.80% Miscellaneous Revenues 1,258,440 280,500 350,000 69,500 24.78% Transfers In 23,203 3,500 368,400 364,900 10425.71% Enterprise Revenues 11,972,380 8,439,459 10,078,911 1,639,452 19.43% ---------------------------------------------------------- ------------------ ------------------ Total Internal Revenues 19,667,338 13,558,269 15,989,471 2,431,202 17.93% Levy Sources: Special Levies 183,803 850,513 1,247,689 397,176 46.70% General Levy 13,203,455 15,647,666 17,049,578 1,401,912 8.96% ---------------------------------------------------------- ------------------ ------------------ Total Levy $13,387,258 $16,498,179 $18,297,267 $1,799,088 10.90% ---------------------------------------------------------- ------------------ ------------------ Total Revenue Sources $33,054,595 $30,056,448 $34,286,738 $4,230,290 14.07% ================================= ========== ========== Page 287 of 349 FUNDING REQUIREMENTS - USES 2023 2024 2025 Adopted Adopted Proposed +/- Departments Budget Budget Budget Difference Percentage ------------------------------------------------------------ ----------------------------------------------------------- ------------------------------------ Council Budget 170,168 202,900 189,600 (13,300) -6.55% Administrative Services Budget 759,181 1,082,800 1,172,045 89,245 8.24% Human Resource Budget 392,369 362,750 340,002 (22,748) -6.27% Communications Budget 258,796 334,985 441,165 106,180 31.70% Finance Budget 248,356 349,620 354,570 4,950 1.42% General Government Budget 489,607 394,870 399,850 4,980 1.26% Total Administrative Services 2,148,309 2,525,025 2,707,632 182,607 7.23% Community Development Budget 625,227 621,400 661,200 39,800 6.40% Building Inspections Budget 675,037 757,600 850,000 92,400 12.20% Total Community Development 1,300,264 1,379,000 1,511,200 132,200 9.59% Police Budget 5,836,250 6,587,950 7,429,283 841,333 12.77% Fire Budget 882,463 736,500 1,187,900 451,400 61.29% Public Works Government Buildings Budget 733,369 668,905 729,800 60,895 9.10% Fleet Maintenance Budget 877,319 908,105 944,400 36,295 4.00% Street Maintenance Budget 1,910,311 1,928,905 2,056,300 127,395 6.60% Parks Maintenance Budget 1,351,708 1,043,205 1,299,100 255,895 24.53% Total Public Works 4,872,706 4,549,120 5,029,600 480,480 10.56% Park & Recreation General Operating 1,784,928 1,862,500 1,921,800 59,300 3.18% Steeple Ctr. Operations 178,783 160,300 160,300 0 0.00% Special Programs 144,341 101,000 101,000 0 0.00% 0 Total Park & Recreation 2,108,052 2,123,800 2,183,100 59,300 2.79% 0 Transfers 1,100,000 130,000 130,000 0 0.00% ----------------------------------------------------------- ------------------------------------ Total Operating Budgets - General Fund $18,418,211 $18,234,295 $20,368,315 $2,134,020 11.59% Building CIP Requirements 0 0 0 0 0.00% Street CIP Requirements 959,302 988,081 1,017,723 29,642 3.00% Equipment CIP Requirements 900,000 873,200 893,200 20,000 2.29% Insurance Budget Requirements 450,000 500,000 550,000 50,000 10.00% Port Authority Operating Levy 170,900 170,900 130,900 (40,000) -23.41% Bonded Indebtedness 183,803 850,513 1,247,689 397,176 46.70% Water Enterprise Fund 4,145,594 2,138,902 3,413,440 1,274,538 59.59% Sewer Enterprise Fund 5,093,362 3,395,405 4,250,786 855,381 25.19% Storm Water Enterprise Fund 1,802,348 2,051,652 1,564,485 (487,167)-23.75% Street Light Utility Fund 237,403 266,400 275,600 9,200 3.45% Arena Enterprise Fund 693,673 587,100 574,600 (12,500) -2.13% ----------------------------------------------------------- ------------------------------------ Total Funding Requirements $33,054,595 $30,056,448 $34,286,738 $4,230,290 12.80% ================================= ========== ========= Page 288 of 349 2024 GENERAL PROPERTY TAX LEVY PAYABLE 2025 GENERAL LEVY GENERAL FUND $14,457,755 BUILDING CIP FUND $0 STREET CIP FUND $1,017,723 EQUIPMENT CIP FUND $893,200 INSURANCE FUND $550,000 PORT AUTHORITY OPERATING LEVY $130,900 ------------------------- TOTAL GENERAL LEVY $17,049,578 BONDED INDEBTEDNESS G.O. IMPROVEMENT BONDS 2014A $0 G.O. CAPITAL IMPROVEMENT PLAN (CIP) REFUNDING BONDS 2015B $0 G.O. IMPROVEMENT BONDS 2023A $1,247,689 G.O. PORT AUTHORITY 2023B $0 ------------------------- TOTAL BONDED INDEBTEDNESS $1,247,689 ------------------------- GRAND TOTAL 2024 PROPERTY TAX LEVY $18,297,267 ============== Page 289 of 349 SPREAD LEVY COMPUTATIONAL WORKSHEET (INCLUDING FIRE STATION LEVY) (Proposed) 2022 2023 2024 2025 ----------------- ----------------- ----------------- ----------------- Total Funding Requirements 24,588,575 26,815,039 30,056,748 34,286,738 Less: Internal Revenues 10,562,230 12,048,035 13,555,269 15,989,471 ----------------- ----------------- ----------------- ----------------- Equals: Revenues Needed 14,026,345 14,767,004 16,501,479 18,297,267 County Auditor Adjustments (All Subtractions): Fiscal Disparities Distribution Levy (Metro Area)1,494,616 1,516,882 1,422,985 1,460,000 ----------------- ----------------- ----------------- ----------------- Spread Levy Used to Compute Local Tax Rate 12,531,729 (1) 13,250,122 (1) 15,078,494 (1) 16,837,267 Increase/(Decrease) from Previous Year in Spread Levy 4.75% 5.73% 13.80% 11.66% (1) Actual Spread Levy Based on Numbers from Dakota County Page 290 of 349 CITY OF ROSEMOUNT WORKSHEET FOR ESTIMATING RESIDENTIAL PROPERTY TAXES (ISD #196 FIGURES) (Rates Based on Proposed Preliminary Levy Numbers) 372,882 (Value After M/V Exclusion)389,123 (Value After M/V Exclusion)385,908 (Value After M/V Exclusion)416,700 (Value After M/V Exclusion) Market Value 384,800 (Payable 2023 Median)399,700 (Payable 2024 Median)396,750 (Est. Payable 2025 Median)(-0.74%) 425,000 ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ Year 2023 2024 2025 Est.2023 2024 2025 Est.2023 2024 2025 Est.2023 2024 2025 Est. ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ Tax Capacity 3,729 3,729 3,729 3,891 3,891 3,891 3,859 3,859 3,859 4,167 4,167 4,167 Tax Capacity Rates: City 0.32345 0.33360 0.35833 0.32345 0.33360 0.35833 0.32345 0.33360 0.35833 0.32345 0.33360 0.35833 County 0.18816 0.18323 0.18323 0.18816 0.18323 0.18323 0.18816 0.18323 0.18323 0.18816 0.18323 0.18323 School District 0.17904 0.23624 0.23624 0.17904 0.23624 0.23624 0.17904 0.23624 0.23624 0.17904 0.23624 0.23624 Miscellaneous 0.03201 0.03264 0.03264 0.03201 0.03264 0.03264 0.03201 0.03264 0.03264 0.03201 0.03264 0.03264 ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ Totals 0.72266 0.78571 0.81044 0.72266 0.78571 0.81044 0.72266 0.78571 0.81044 0.72266 0.78571 0.81044 ========== ========== ========== ========== ========== ========== ========== ========== ========== ========== ========== ========== City Market Referendum 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 ISD #196 Market Ref 0.0029771 0.0030078 0.0030076 0.0029771 0.0030078 0.0030076 0.0029771 0.0030078 0.0030076 0.0029771 0.0030078 0.0030076 Dakota County Ref 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 2024 2025 Property Taxes: City 1,206 1,244 1,336 1,259 1,298 1,394 1,248 1,287 1,383 1,348 1,390 1,493 City Taxes $1,298 $1,383 County 702 683 683 732 713 713 726 707 707 784 764 764 City Market Ref.$0 $0 School District 668 881 881 697 919 919 691 912 912 746 984 984 -------------- -------------- Miscellaneous 119 122 122 125 127 127 124 126 126 133 136 136 Total Taxes - Median $1,298 $1,383 ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ Total Property Taxes 2,695 2,930 3,022 2,812 3,057 3,154 2,789 3,032 3,128 3,011 3,274 3,377 Increase / (Decrease)$85 City Market Referendum 0 0 0 0 0 0 0 0 0 0 0 0 ISD #196 Market Ref 1,146 1,157 1,157 1,190 1,202 1,202 1,181 1,193 1,193 1,265 1,278 1,278 Dakota County Ref 0 0 0 0 0 0 0 0 0 0 0 0 ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ Grand Total All Taxes $3,840 $4,087 $4,179 $4,002 $4,260 $4,356 $3,970 $4,225 $4,321 $4,277 $4,552 $4,655 ========== ========== ========== ========== ========== ========== ========== ========== ========== ========== ========== ========== 443,950 (Value After M/V Exclusion)520,000 (Value After M/V Exclusion) Market Value 450,000 520,000 History of Actual Tax Capacity Rates (Using ISD #196 Rates) ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ Year 2023 2024 2025 Est.2023 2024 2025 Est.2020 2021 2022 2023 2024 2025 Est. ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ Tax Capacity 4,440 4,440 4,440 5,250 5,250 5,250 Tax Capacity Rates: City 0.32345 0.33360 0.35833 0.32345 0.33360 0.35833 0.38580 0.36954 0.36949 0.32345 0.33360 0.35833 (1), (2) County 0.18816 0.18323 0.18323 0.18816 0.18323 0.18323 0.24133 0.22716 0.21630 0.18816 0.18323 0.18323 (2) School District 0.17904 0.23624 0.23624 0.17904 0.23624 0.23624 0.19860 0.20046 0.19971 0.17904 0.23624 0.23624 (2) Miscellaneous 0.03201 0.03264 0.03264 0.03201 0.03264 0.03264 0.04030 0.03802 0.03729 0.03201 0.03264 0.03264 (2) ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ Totals 0.72266 0.78571 0.81044 0.72266 0.78571 0.81044 0.86603 0.83518 0.82279 0.72266 0.78571 0.81044 ========== ========== ========== ========== ========== ========== ========== ========== ========== ========== ========== ========== City Market Referendum 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 (2) ISD #196 Market Ref 0.0029771 0.0030078 0.0030076 0.0029771 0.0030078 0.0030076 0.0034367 0.0032712 0.0031336 0.0029771 0.0030078 0.0030076 (2) Dakota County Ref 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 0.0000000 (2) Property Taxes: City 1,436 1,481 1,591 1,698 1,751 1,881 Net Tax Capacity Percentages County 835 813 813 988 962 962 For Residential Homesteads: School District 795 1,049 1,049 940 1,240 1,240 Miscellaneous 142 145 145 168 171 171 Equal to or Less Than $500,000 1.00% 1.00% 1.00% ------------------ ------------------ ------------------ ------------------ ------------------ ------------------Over $500,000 1.25% 1.25% 1.25% Total Property Taxes 3,208 3,488 3,598 3,794 4,125 4,255 City Market Referendum 0 0 0 0 0 0 ISD #196 Market Ref 1,340 1,354 1,353 1,548 1,564 1,564 (For 2002 Through 2011 Credit Applied to All Organizations Proportionately) Dakota County Ref 0 0 0 0 0 0 (For 2012 and On Credit Eliminated-Replaced with Market Value Adjustment) ------------------ ------------------ ------------------ ========== ========== ========== Grand Total All Taxes $4,548 $4,842 $4,951 $5,342 $5,689 $5,819 ========== ========== ========== ========== ========== ========== 16,837,267 / 46,988,273 =35.83% 53,746,687 5.43% Increase (Decrease) from Final Pay 2024 (2,717,640) 8.88% Increase (Decrease) from Final Pay 2024 (4,040,774) 22.99% Increase (Decrease) from Final Pay 2024 ------------------ Last Updated - 09/11/2024 46,988,273 (1)This Figure Derived Using Figures Provided by Dakota County: (a)2024 Projected Levy Less Fiscal Disparities as of 09/11/2024 (b)Preliminary Net Tax Capacity Figure as of 09/11/24 (With M/V Exclusion) (c)Captured Tax Increment Tax Capacity as of 09/11/24 (d)Contribution to Fiscal Disparities as of 09/11/24 (2)These Figures Provided by Dakota County as of 09/11/2024 (For 2013 and on the City of Rosemount does not have a Referendum Levy) Page 291 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Notes ------------------- - --------------------------------------------------- -------------------------------------------- ---------------------- ---------------------- ---------------------- ---------------------- -------------------------------------------------------------------- 101 31010.00 Current Ad Valorem Taxes 9,310,150 9,410,828 9,917,196 10,543,069 11,692,500 12,997,755 From County 101 31040.00 Fiscal Disparities 1,361,991 1,443,778 1,458,822 1,505,117 1,422,985 1,460,000 Total Taxes (Tax)10,672,141 10,854,606 11,376,018 12,048,185 13,115,485 14,457,755 Total Property Tax Levy for Fund 101 101 32110.00 Alcoholic Beverage Licenses (L)19,425 25,608 39,701 38,995 38,000 38,000 101 32160.00 Licenses to do Business (L)8,963 12,844 5,805 13,650 10,500 12,500 Garbage Haulers, Ped Licenses, etc. 101 32162.00 Lic to do Business-Rental Housing (L) 12,390 1,230 32,445 2,205 12,000 10,000 101 32180.00 Tobacco Licenses (L)481 7,394 150 6,050 500 6,000 Every other year 101 32210.00 Building Permit Revenue (L)825,419 1,095,215 999,529 1,525,145 950,000 950,000 101 32212.00 Mineral Extraction Permit (L)2,230 370 - - 2,000 - 101 32220.00 Electrical Permit Revenue (L)29,690 26,567 28,353 58,840 30,000 40,000 101 32221.00 Admin Fee - Electrical Permits (L)11,010 15,351 10,960 13,161 12,000 12,000 101 32230.00 Plumbing Permit Revenue (L)82,456 78,038 94,764 234,317 85,000 100,000 101 32240.00 Animal Licenses (L)1,949 1,214 1,710 1,387 1,600 1,600 101 32250.00 Sewer Permit Revenue (L)20,242 44,615 83,151 28,467 50,000 50,000 101 32255.00 County Recording Fee-City's (L)110 100 130 60 110 110 101 32260.00 HVAC Permit Revenue (L)83,767 65,524 83,247 239,077 75,000 85,000 101 32290.00 Other Non-Bus Lic & Permits (L)500 260 910 900 1,000 1,000 Alarm Permits & Fireworks Permits Total Licenses & Permits (L)1,098,631 1,374,329 1,380,854 2,162,255 1,267,710 1,306,210 101 31020.00 Delinquent Ad Valorem Taxes (I)77,517 139,282 58,518 69,403 - 40,000 101 31030.00 Mobile Home Taxes (I)12,251 13,169 11,040 10,040 12,000 11,000 101 31705.00 Solar Energy Production Tax 4,879 3,869 - - 5,000 4,000 101 31710.00 Gravel Taxes (I)145,697 194,529 165,701 133,059 200,000 180,000 101 31810.00 Franchise Taxes - Regular Fees (I)220,545 209,963 215,961 202,538 220,000 215,000 Charter 101 31920.00 Forfeited Tax Sale Apportionment (I)- - 1,539 - - - 101 33100.00 Federal Grants & Aids (I)1,833,933 33,736 2,756,805 51,660 - - 101 33400.00 State Grants & Aid - - 4,367 - 358,000 275,000 Public Safety Funds, ICPOET 101 33401.00 Local Government Aid - - 3,659 3,772 -3,800 Performance Measures Program 101 33416.00 Police Training Reimbursement (I)243,106 259,404 305,356 325,930 275,000 300,000 101 33418.00 MSA for Streets - Maintenance (I)330,711 313,415 358,969 362,563 360,000 420,000 MSA Allocation + Transporation Advancement Allow 101 33423.00 Ag Preserves Credit (I)2,710 2,072 2,107 1,911 2,500 2,500 101 33425.00 Other State Grants & Aids (I)69,823 58,204 26,628 270,780 80,000 300,000 101 33620.00 Other County Grants & Aids (I)38,339 46,109 45,566 51,679 92,000 92,000 Dakota County Recycling Funds 101 33630.00 Police Services Levy-ISD #196 (I)70,425 46,892 73,269 59,912 84,000 84,000 101 33720.00 Other Organization Grants - - - - - - Total Intergovernmental (I)3,049,935 1,320,645 4,029,483 1,543,246 1,688,500 1,927,300 101 34103.00 Zoning & Subdivision Fees (C)66,720 86,460 143,408 67,183 90,000 90,000 101 34104.00 Plan Checking Fees (C)265,934 377,872 378,959 698,001 300,000 350,000 101 34105.00 Sales of Maps & Publications (C)- - - - 100 100 Maps & Spec Books 101 34107.00 Assessment Fees 3,625 9,055 9,661 7,636 - - 101 34108.00 Admin Fees - Other Funds (C)- - 153 803,019 375,000 375,000 $25k admin fees, $350k construction funds 101 34108.01 Applicable Funds Except Const.25,000 25,000 25,000 - - - 101 34108.02 Construction Funds 199,797 202,123 473,788 - - - 85% of 5% Fee for Const. Projects 101 34109.00 Other Charges for Service (C)999 2,744 18,492 5,706 2,000 3,500 101 34110.00 Service Chg on Returned Chks (C)- 30 30 30 100 100 101 34113.00 Application Fees (C)- -- - - - 101 34150.00 User Fees - SKB (C)100,561 57,534 130,000 130,000 130,000 130,000 SKB Fees - C & D Cell Fees 101 34151.00 User Fees/Host Agreements - SKB(C)- - - - - - Landscaping Agreement 101 34152.00 User Fees - SKB (C)19,849 21,081 25,000 25,000 25,000 25,000 SKB Fees - MSW Ash Charges 101 34153.00 User Fees - SKB (C)254,590 296,386 220,000 220,000 220,000 220,000 SKB Fees - Base Service Charges 101 34160.00 National Guard Maint Fees (C)51,047 45,600 45,100 45,100 54,500 54,500 101 34201.00 Special Police Services (C)14,731 48,817 50,760 48,295 30,000 45,000 Contractual O/T for Officers 101 34202.00 Fire Services - Fireworks Permits (C)300 600 500 500 1,000 500 No Longer Charge for Burning Permits 101 34204.00 Day Care Inspection Fees (C)300 150 250 250 100 250 101 34205.00 Impound Fees (C)408 257 504 453 1,000 600 101 34206.00 Other Police Services (C)1,088 1,397 2,212 1,621 1,000 1,500 101 34207.00 Other Fire Protection Services (C)17,232 17,438 18,476 19,552 18,000 18,500 101 34303.00 Mow Weeds (C)944 435 303 177 1,000 500 101 34304.00 Sweep/Plow Streets (C)846 337 537 1,393 1,000 700 101 34306.00 Other Highway & Street Rev (C)84,982 75,155 192,106 54,104 90,000 90,000 Sealcoat - Developers 101 34310.00 Right-of-Way Permits (C)38,032 36,116 32,388 33,530 40,000 35,000 101 34407.00 City Share of Metro SAC Chgs (C)8,598 8,151 9,731 28,105 8,000 12,000 Total Charges for Services (C) 1,155,582 1,312,737 1,777,359 2,189,655 1,387,800 1,452,750 101 35101.00 Court Fines (F)75,452 86,802 97,024 120,522 97,000 105,000 101 35201.00 Forfeits (F)- - - 7,202 - - Total Fines & Forfeits (F)75,452 86,802 97,024 127,725 97,000 105,000 101 34718.00 Tournament Fees (R)4,833 21,845 28,830 780 26,000 26,000 101 34720.00 Park Reservations (R)3,079 4,015 3,059 4,825 4,000 4,000 101 34724.00 Tennis Revenues (R)- 1,908 1,593 1,401 1,600 1,600 101 34726.00 Rosettes Revenues (R)- -- - - - 101 34727.00 Field Trip Revenues (R)- -- 600 20,000 20,000 101 34727.02 Adult/Senior Trips 15 12,056 19,297 28,302 - - 101 34728.00 Adult Exercise Class Revenues (R)4,686 4,558 6,632 11,833 6,000 6,000 101 34730.00 Run for the Gold Revenues (R)- 3,270 3,774 3,739 4,000 4,000 101 34731.00 Youth Soccer Lessons (R)- 2,385 2,856 2,688 2,800 2,800 101 34732.00 Adult Basketball Revenues (R)653 976 1,872 1,768 1,600 1,700 2025 BUDGET WORKSHEETS GENERAL FUND REVENUES Page 292 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Notes ------------------- - --------------------------------------------------- -------------------------------------------- ---------------------- ---------------------- ---------------------- ---------------------- -------------------------------------------------------------------- 2025 BUDGET WORKSHEETS GENERAL FUND REVENUES 101 34733.00 Other Programs Revenues (R)6,731 9,681 26,306 39,062 26,000 28,000 101 34735.00 Camps Revenues (R)5,250 52,258 66,230 66,597 66,000 66,000 101 34736.00 T-Ball Lessons (R)- 2,340 2,352 2,016 3,000 3,000 101 38080.00 Banquet Room Fees (R)9,262 68,168 113,853 89,355 115,000 115,000 101 38081.00 Auditorium Fees (R)918 6,325 10,007 6,835 10,000 10,000 101 38082.00 Gymnasium Fees (R)7,110 28,702 34,331 35,222 35,000 35,000 101 38086.00 Classroom Fees (R)21,363 75,913 10,462 11,768 12,000 12,000 101 38096.00 Liquor Provider Fees (R)- 900 1,260 960 1,000 1,000 101 38097.00 A/V Rental Fees (R)320 1,432 3,830 1,280 1,500 1,500 101 38154.00 Adult Enrichment Revenues (R)2,941 5,359 3,556 13,464 4,000 4,000 101 38201.00 Rental Revenues (R)13,408 42,060 56,750 59,485 50,000 55,000 Steeple Center 101 38205.00 A/V Rental Revenues (R)- 565 1,370 1,855 1,000 1,000 Steeple Center 101 38207.00 Liquor Provider Fees (R)60 150 420 300 200 200 Steeple Center 101 38211.00 Security Services (R)(1,008) 3,035 2,149 6,300 3,100 3,100 Steeple Center Total Recreation Fees (R)79,620 347,900 400,788 390,434 393,800 400,900 101 36101.00 Principal - Special Assessments (M)49 (55) (68) 3 - - From County - 101 Funded Projects 101 36101.01 Cnty Pymts Cert Prior Year - 647 1,470 2,282 - - 101 36102.00 Penalties & Interest - S/A (M)93 80 1,696 6,772 - - 101 36210.00 Interest Earnings - Investments (M) 185,896 37,813 (868,303) 939,714 260,000 305,000 101 36214.00 Net Change in FV-Investments (M)86,846 (86,846) - - - - 101 36215.00 Interest Earnings (M)5,506 836 602 - - - 101 36220.00 Rents & Royalties (M)2,510 2,880 5,729 13,645 2,500 5,000 101 36230.00 Contribution/Donations (M)11,628 39,873 1,125 5,629 - - 101 36260.00 Other Revenue (M)12,893 9,798 3,948 11,534 12,000 12,000 101 36262.00 Special Settlements (M)- - 111,328 42,011 - - 101 36263.00 Wellness Program Revenues - - - 5,000 - - 101 36275.00 Refund & Reimbursements - - 39,831 59,306 3,000 25,000 101 36285.00 Solid Waste/Recycling Coordinator JPA - - - 62,985 - - 101 38000.00 Proceeds for Leases/SBITAS - - - 108,067 - - 101 38090.00 City Concessions (M)2,203 2,026 1,618 1,493 3,000 3,000 Total Misc Revenues (M)307,625 7,052 (701,024) 1,258,440 280,500 350,000 101 39202.00 Contribution from Enterprises (T)3,500 3,500 3,500 3,500 3,500 3,500 Arena - Building & Grounds Maint. 101 39203.00 Transfer From____________ (T)3,214 - 44,043 19,703 - 364,900 Total Transfers In (T)6,714 3,500 47,543 23,203 3,500 368,400 FUND TOTALS 16,445,699 15,307,571 18,408,045 19,743,144 18,234,295 20,368,315 INTERNAL REVENUES 5,773,558 4,452,965 7,032,027 7,694,958 5,118,810 5,910,560 Grand Total Less: Ad Valorem & Fiscal Disparities Page 293 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments ------------------- --------- ------------------------------------------------- ---------------------------------- ---------------- ---------------- ---------------- ---------------- --------------------------------------------------- 101 41110 103.00 Part-Time Salaries & Benefits 43,257 44,145 40,918 42,634 47,700 49,400 All Salary Costs Inclusive of Salary, Taxes, PERA & Benefits 101 41110 01 225.00 Landscaping Materials 26,201 31,226 25,691 25,882 25,000 25,000 Funding From SKB Revenues 101 41110 01 226.00 Tree/Landscaping Settlement - 18,632 - - - - 101 41110 01 307.00 City Promotional Fees - - - - - - Moved to Admin, Gen Govn't, & P&R 101 41110 01 307.01 Newsletter 20,374 20,134 23,572 - - - 101 41110 01 307.02 Chamber of Commerce Directory 1,295 1,295 2,500 - - - 101 41110 01 307.03 Community Survey 16,000 16,950 - - - - 101 41110 01 307.04 Community Events 102 10,000 12,000 - - - 101 41110 01 315.00 Special Programs 749 3,984 4,023 6,246 7,000 7,000 Promotions, Marketing, etc. 101 41110 01 319.00 Other Professional Services - - - 16,033 - - Moved to Admin, Gen Govn't, & Streets 101 41110 01 319.01 Education Reimbursement - - 3,234 - - - 101 41110 01 319.02 Intergovernmental Initiatives 13,497 13,454 13,898 - - - 101 41110 01 319.03 Open Government / Transparency 15,850 16,200 18,550 - - - 101 41110 01 319.04 County Broadband System 12,446 21,792 21,640 - - - 101 41110 01 321.00 Telephone Costs 528 800 800 101 41110 01 321.02 Mayor's Cell Phone 676 726 696 - - - 101 41110 01 329.00 Other Communication Costs 119 - - - - - Moved to Gen Govn't 101 41110 01 331.00 Travel Expense - - 492 4,531 8,000 8,000 101 41110 01 331.01 NLC Conference 701 - 1,377 - - - 101 41110 01 331.02 Miscellaneous Travel 512 100 1,238 - - - 101 41110 01 433.00 Dues & Subscriptions - - - 22,681 - - Moved to Admin 101 41110 01 433.01 LMC Dues 19,785 20,590 21,442 - - - 101 41110 01 433.02 Metro Cities Dues 7,943 7,950 8,132 - - - 101 41110 01 433.04 NLC Dues - 1,953 2,004 - - - 101 41110 01 433.05 Miscellaneous Dues - 6,301 6,413 - - - 101 41110 01 437.00 Conferences & Seminars - -- 8,055 13,000 13,000 101 41110 01 437.01 Registration & Hotel-LMC Conf 1,100 1,407 1,097 - - - 101 41110 01 437.02 Registration & Hotel-NLC Conf 3,201 2,568 7,160 - - - 101 41110 01 437.03 Miscellaneous Conferences 760 120 70 - - - 101 41110 01 439.00 Other Miscellaneous Charges - - 54 - 400 400 101 41110 01 598.00 Council Designated 220,000 25,239 17,040 43,578 101,000 86,000 $41k for IGH Ice Time Agreement 101 41110 01 598.02 IGH Ice Time Agreement 41,000 41,000 41,000 - - - 101 41110 01 599.00 Employee Recognition Costs - - - - - - Moved to Admin & Gen Govn't 101 41110 01 599.01 Employee Recognition Costs 4,266 4,481 5,151 - - - 101 41110 01 599.02 Vending Machine Costs 1,810 1,831 2,098 - - - 101 41110 01 599.03 Commemorations 1,130 1,002 1,040 - - - 101 41110 01 599.04 Commission/Volunteer Recognition 3 1,326 262 - - - DEPARTMENT TOTALS 452,776 314,407 282,792 170,168 202,900 189,600 2025 BUDGET WORKSHEETS COUNCIL Page 294 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments ------------------- --------- ------------------------------------------------- ---------------------------------- ---------------- ---------------- ---------------- ---------------- -------------------------------------------------- 101 41320 101.00 Salaries & Benefits 450,393 504,589 561,701 540,308 688,500 824,900 All Salary Costs Inclusive of Salary, Taxes, PERA & Benefits 101 41320 01 103.00 Part-Time Salaries & Benefits 1,424 1,690 - 8,550 42,000 - Election judges 101 41320 01 203.00 Printed Forms & Paper - - - - 300 - Ballots & Programming 101 41320 01 208.00 Miscellaneous Supplies - - - 129 - - 101 41320 01 209.00 Other Office Supplies - - 25 - 300 300 101 41320 01 219.00 Other Operating Supplies - - - 40 200 - Food for Election Judges 101 41320 01 304.00 Legal Fees - - - - 200 200 101 41320 01 305.00 Medical & Dental Fees - - 268 - - - 101 41320 01 306.00 Personnel Testing & Recruitment - - - 3 - - 101 41320 01 319.00 Other Professional Services - - 552 - - - 101 41320 01 321.00 Telephone Costs 2,750 3,555 3,250 2,032 4,200 4,200 101 41320 01 331.00 Travel Expense - - - 361 1,000 1,000 101 41320 01 331.02 Conference Travel - - 1,916 - - - 101 41320 01 331.03 Miscellaneous Travel 24 205 10 - - - 101 41320 01 331.04 ICMA Conference - - 730 - - - 101 41320 01 341.00 Employment Advertising - - - 35 - - 101 41320 01 351.00 Legal Notices Publishing - - - 223 300 300 Elections 101 41320 01 391.00 P.C. Maintenance - 382 - 88,320 99,760 89,545 Incode, CIT, Spam Filter, VMWare 101 41320 01 392.00 P.C. Accessories & Supplies - 382 - 2,375 4,700 6,000 IT parts & supplies 101 41320 01 393.00 P.C. Hardware Purchases - 382 - 1,083 3,500 3,500 IT hardware 101 41320 01 394.00 P.C. Software Purchases - 382 - 16,975 150,225 158,500 Office 365, Tracker, Adobe, Oracle 101 41320 01 395.00 P.C. Repairs - - 102 - - 101 41320 01 409.00 Other Contracted Repair & Maint - - - 15,305 5,815 6,500 Elections Maintenance 101 41320 01 433.00 Dues & Subscriptions - - - 20,968 41,600 41,900 LMC, NLC, Chamber, Metro Cities 101 41320 01 433.01 MCMA Dues 314 331 363 - - - 101 41320 01 433.02 MAMA Dues 115 - 38 - - - 101 41320 01 433.03 MCFOA Dues 92 91 101 - - - 101 41320 01 433.04 Munici-Pals 40 - 40 - - - 101 41320 01 433.05 IIMC Dues - - 215 - - - 101 41320 01 433.06 ICMA Dues 2,123 2,208 1,974 - - - 101 41320 01 433.08 Rotary Membership 338 - - - - - 101 41320 01 435.00 Books & Pamphlets - - - - 100 100 101 41320 01 437.00 Conferences & Seminars - - 9 7,133 10,200 10,200 101 41320 01 437.01 Registration & Hotel - Conference 120 1,703 2,548 - - - 101 41320 01 437.02 Registration & Hotel - MCMA 60 - - - - - 101 41320 01 437.05 Miscellaneous Seminars 600 630 125 - - - 101 41320 01 437.06 Registration & Hotel - ICMA - 1,686 1,928 - - - 101 41320 01 437.07 City Clerk Training - 928 1,206 - - - 101 41320 01 437.09 Miscellaneous Meetings - 67 839 - - - 101 41320 01 439.00 Other Miscellaneous Charges - 144 141 104 100 100 101 41320 01 580.00 Other Equipment Purchases - 97 - 1,422 29,800 24,800 Includes AB Voting 101 41320 01 603.00 Principal on Leases/SBITAS - - - 53,031 - - 101 41320 01 612.00 Interest on Leases/SBITAS - - - 682 - - DEPARTMENT TOTALS 726,780 828,495 577,975 759,181 1,082,800 1,172,045 2025 BUDGET WORKSHEETS ADMINISTRATIVE SERVICES Page 295 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments ------------------- --------- ------------------------------------------------- ---------------------------------- ---------------- ---------------- ---------------- ---------------- -------------------------------------------------- 101 41130 101.00 Salaries & Benefits 280,359 297,208 315,373 348,913 307,600 276,000 All Salary Costs Inclusive of Salary, Taxes, PERA & Benefits 101 41130 01 103.00 Part-Time Salaries & Benefits 1,424 1,690 - - - - 101 41130 01 209.00 Other Office Supplies - - 25 - 100 100 Miscellaneous Purchases 101 41130 01 305.00 Medical & Dental Fees - - - 12,731 4,500 6,000 Employee Drug Testing 101 41130 01 305.01 Pre-Employment Physicals 618 788 3,796 - - - 101 41130 01 305.02 Employee Drug Testing 2,941 1,950 4,061 - - - 101 41130 01 305.03 PCORI Fees 462 497 123 - - - 101 41130 01 306.00 Personnel Testing & Recruitment - 519 486 115 2,000 2,500 Recruitment Expenses, Advertising 101 41130 01 315.00 Special Programs - - - 12,129 19,000 19,000 EE Recognition, Wellness 101 41130 01 315.01 Employee Training 5,209 2,057 1,212 - - - 101 41130 01 315.02 Health & Wellness 1,364 1,825 1,983 - - - Wellness & Health Mgmt. 101 41130 01 319.00 Other Professional Services - - - 3,932 6,800 6,800 101 41130 01 319.02 Labor Legal Issues - 229 - - - - 101 41130 01 319.04 COBRA Consultant 417 464 482 - - - 101 41130 01 319.05 Flex/VEBA Administrative Fees 3,708 3,640 3,644 - - - 101 41130 01 321.00 Telephone Costs 2,750 3,555 3,250 - 750 1,250 Cell phone (2) 101 41130 01 331.00 Travel Expense 40 933 10 466 1,000 1,000 101 41130 01 341.00 Employment Advertising 175 462 - 331 500 - Vacancies 101 41130 01 391.00 P.C. Maintenance 4,649 4,928 5,347 5,802 5,200 12,052 Neo Gov - Annual Maintenance 101 41130 01 433.00 Dues & Subscriptions - - 229 995 1,200 1,200 101 41130 01 433.02 IPMA Dues 312 75 362 - - - 101 41130 01 433.03 MPELRA Dues 685 215 370 - - - 101 41130 01 435.00 Books & Pamphlets - - - - 150 - Books & Training Materials 101 41130 01 437.00 Conferences & Seminars - - - 380 1,700 1,700 101 41130 01 437.01 MPELRA State Conference 200 1,272 425 - - - 101 41130 01 437.02 Personnel Seminars - 139 - - - - 101 41130 01 438.00 Tuition Reimbursement - -- 6,576 12,000 12,000 101 41130 01 439.00 Other Miscellaneous Charges - 144 141 - 50 200 101 41130 01 580.00 Other Equipment Purchases - 97 - - 200 200 DEPARTMENT TOTALS 305,313 322,688 341,318 392,369 362,750 340,002 2025 BUDGET WORKSHEETS HUMAN RESOURCES Page 296 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments ------------------- --------- ------------------------------------------------- ---------------------------------- ---------------- ---------------- ---------------- ---------------- -------------------------------------------------- 101 41140 101.00 Salaries & Benefits 116,999 112,878 115,690 121,745 194,935 274,500 All Salary Costs Inclusive of Salary, Taxes, PERA & Benefits 101 41140 01 103.00 Part-Time Salaries & Benefits 1,424 1,690 - - - - 101 41140 01 209.00 Other Office Supplies - - 25 - 100 100 Miscellaneous Purchases 101 41140 01 315.00 Special Programs - - 1,800 853 2,000 19,400 Engagement 101 41140 01 315.01 General Marketing 119 13,210 1,496 - - - 101 41140 01 319.00 Other Professional Services - - - 17,050 16,100 17,050 Citibot, webite 101 41140 01 319.01 Website 6,296 7,949 8,062 - - - 101 41140 01 319.02 Website Improvements 158 61 84 - - - 101 41140 01 321.00 Telephone Costs 2,750 3,555 3,250 - 750 1,000 101 41140 01 322.00 Postage Costs - - - 11,708 8,300 9,200 Newsletter postage 101 41140 01 328.00 Cable Supply Costs - - - - 400 400 101 41140 01 329.00 Other Communication Costs - - 24,437 92,775 97,000 97,000 Cable Supplies, Software 101 41140 01 329.01 Cable JPA Payment-General City 81,084 88,791 67,259 - - - 101 41140 01 331.00 Travel Expenses 6 - 210 - 300 300 101 41140 01 359.00 Other Printing & Binding Costs - - - 14,460 12,700 18,700 Newsletter printing 101 41140 01 433.00 Dues & Subscriptions 85 85 - 204 200 1,615 101 41140 01 435.00 Books & Pamphlets - - - 50 50 101 41140 01 437.00 Conferences & Seminars - 15 85 - 600 300 MAGC 101 41140 01 439.00 Other Miscellaneous Charges - 144 141 - 50 50 101 41140 01 580.00 Other Equipment Purchases 757 526 - - 1,500 1,500 DEPARTMENT TOTALS 209,678 228,903 222,539 258,796 334,985 441,165 2025 BUDGET WORKSHEETS COMMUNICATIONS Page 297 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments ------------------- --------- ------------------------------------------------- ---------------------------------- ---------------- ---------------- ---------------- ---------------- --------------------------------------------------- 101 41520 101.00 Salaries & Benefits 272,065 274,043 290,213 241,553 340,700 345,500 All Salary Costs Inclusive of Salary, Taxes, PERA & Benefits 101 41520 102.00 Full-Time Overtime 3,278 3,969 40 - 3,000 3,000 101 41520 01 208.00 Micellaneous Supplies - - - 75 - - 101 41520 01 242.00 Minor Equipment - 370 - - - - 101 41520 01 319.00 Other Professional Services - 3,495 163 - - - 101 41520 01 321.00 Telephone Costs 1,901 2,106 1,997 1,999 - - 0 101 41520 01 331.00 Travel Expense - - 41 802 800 800 101 41520 01 331.01 Finance Director 160 - - - - - 101 41520 01 331.02 Staff - 12 - - - - 101 41520 01 391.00 P.C. Maintenance - - 2,347 - - - 101 41520 01 391.03 Incode Software Maintenance 13,290 13,750 3,705 - - - 101 41520 01 391.04 General Network Support 30,000 30,000 281 - - - 101 41520 01 391.06 Fixed Asset Maint Contract 1,500 1,500 1,650 - - - 101 41520 01 391.07 Miscellaneous Repairs & Maint.3,725 2,360 8,103 - - - 101 41520 01 391.08 Anti-Virus Software Renewal 1,188 3,688 3,900 - - - 101 41520 01 391.09 File Server Software Maint.12,904 6,045 6,095 - - - 101 41520 01 391.10 Managed Backup Services 18,840 31,860 31,860 - - - 101 41520 01 392.00 P.C. Accessories & Supplies 4,686 3,718 3,122 - - - 101 41520 01 393.00 P.C. Hardware Purchases 2,941 3,220 1,246 - - - 101 41520 01 394.00 P.C. Software Purchases - - 1,837 - - - 101 41520 01 394.01 Annual Microsoft Payments 6,440 6,440 - - - - 101 41520 01 394.02 Miscellaneous S/W Purchases 4,158 6,288 6,582 - - - 101 41520 01 394.03 Office 365 28,113 36,863 41,911 - - - 101 41520 01 395.00 P.C. Repairs - - 163 - - - 101 41520 01 409.00 Other Contracted R & M 225 225 531 375 250 400 Safe Deposit Boxes (3) 101 41520 01 433.00 Dues & Subscriptions - - - 1,015 1,120 1,120 101 41520 01 433.02 MnGFOA - Finance Director 70 - 70 - - - 101 41520 01 433.03 MnGFOA - Staff 420 490 420 - - - 101 41520 01 433.04 GFOA - Finance Director & Asst.375 375 450 - - - 101 41520 01 435.00 Books & Pamphlets - - - 77 100 100 101 41520 01 437.00 Conferences & Seminars - - - 1,508 2,500 2,500 101 41520 01 437.03 GFOA National Conf (F/D)- 420 - - - - 101 41520 01 437.04 Staff Development 513 600 335 - - - 101 41520 01 437.05 Miscellaneous Seminars - 40 - - - - 101 41520 01 439.00 Other Miscellaneous Charges 92 51 183 6 150 150 101 41520 01 570.00 Office Equipment & Furnishings 489 579 1,114 1,021 1,000 1,000 DEPARTMENT TOTALS 407,371 432,506 408,357 248,356 349,620 354,570 2025 BUDGET WORKSHEETS FINANCE Page 298 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments ------------------- --------- ------------------------------------------------- ---------------------------------- ---------------- ---------------- ---------------- ---------------- ---------------------------------------------------- 101 41810 101.00 Salaries & Benefits - - - - - - 101 41810 01 102.00 Full-Time Overtime - - - - - - 101 41810 01 202.00 Duplicating & Copying - - 490 23,139 17,000 25,000 Copier Leases 101 41810 01 202.02 Copying Costs 16,052 17,923 21,192 - - - 101 41810 01 203.00 Printed Forms & Paper - - 232 5,552 6,100 6,000 Checks, W2's, 1099's, 1095's 101 41810 01 203.01 Copy Paper 2,985 2,785 3,226 - - - 101 41810 01 203.02 General Receipt Books - 507 - - - - 101 41810 01 203.03 Purchase Orders 1,398 - - - - - 101 41810 01 203.04 Payroll & A/P Checks - 1,326 2,272 - - - 101 41810 01 203.06 Miscellaneous Forms 992 2,043 2,096 - - - 101 41810 01 204.00 Envelopes & Letterheads - - - 1,314 3,400 3,400 101 41810 01 204.01 Letterhead 959 960 616 - - - 101 41810 01 204.02 Plain Envelopes 514 297 1,696 - - - 101 41810 01 204.03 A/P & Payroll Envelopes 1,577 - 1,612 - - - 101 41810 01 204.04 10 x 13 Envelopes - 831 - - - - 101 41810 01 206.00 Microfilm Supplies - - - 100 - - 101 41810 01 208.00 Miscellaneous Supplies - - - 56 - - 101 41810 01 209.00 Other Office Supplies 10,289 11,307 9,497 11,594 15,000 15,000 General Office Supplies 101 41810 01 221.00 Equipment Parts - - - - - - 101 41810 01 242.00 Minor Equipment - - 3,795 - - - 101 41810 01 242.02 Credit Card Equipment - 550 - - - - 101 41810 01 260.00 Food for Resale - -- 1,555 3,000 3,000 Vending machine-offset by revenue 101 41810 01 301.00 Auditing & Accounting Services - - 26,860 84,846 70,000 85,000 Audit, TNT, SA, GASB 67/68/75 101 41810 01 301.01 Audit & General Consulting Fees 64,990 72,700 40,810 - - - 101 41810 01 301.02 Dakota County Assessment Fees 6,420 6,989 7,833 - - - 101 41810 01 301.03 Dak Cty Truth In Taxation Costs 1,708 1,698 1,866 - - - 101 41810 01 303.00 Engineering Fees - - 5,421 14,976 - - 101 41810 01 304.00 Legal Fees 62,912 77,616 64,759 55,203 62,000 66,000 K&G - rate increase '25 101 41810 01 319.00 Other Professional Services - - 17,297 6,189 48,400 25,000 Volunteer Coordinator 101 41810 01 319.01 City Code Update 702 4,907 898 - - - 101 41810 01 319.02 City Code Web Fees 500 1,000 500 - - - 101 41810 01 319.03 State Building Report - 9,445 4,275 - - - 101 41810 01 319.04 Continuing Disclosure Fees - 6,200 - - - - 101 41810 01 319.05 Annual User Fee Study Update 3,655 - - - - - 101 41810 01 319.06 Arbitrage/Rebate Calculations 12,400 - 16,250 - - - 101 41810 01 320.00 Credit Card Activity Fees - - - 22,068 15,000 25,000 101 41810 01 320.02 Parks & Recreation Fees 6,140 10,757 14,359 - - - 101 41810 01 320.03 Building Fees 67,337 3,330 84 - - - 101 41810 01 320.04 General Fees 1,194 237 86 - - - 101 41810 01 321.00 Telephone Costs - - 3,839 79,347 62,520 52,500 101 41810 01 321.01 General Phone Costs (& Internet) 42,694 49,119 50,852 - - - 101 41810 01 321.02 Domain Housing 760 520 200 - - - 101 41810 01 321.03 Software Maintenance Costs 15,762 1,278 - - - - 101 41810 01 321.04 Phone System Hardware 892 17,408 19,258 - - - 101 41810 01 322.00 Postage Costs 24,046 12,812 17,730 16,962 16,000 16,000 101 41810 01 329.00 City Cable Boxes - - - - 1,200 1,200 101 41810 01 339.00 Other Transportation Expenses 1,001 43 1,025 43 1,050 1,050 Vehicle Licensing 101 41810 01 351.00 Legal Notices Publishing - 32 410 3,566 5,200 5,200 101 41810 01 351.01 Costs for Public Notices 2,636 3,697 5,396 - - - 101 41810 01 351.03 Budget & Audit Publications 1,055 574 983 - - - 101 41810 01 359.00 Other Printing & Binding Costs - - - - 300 300 101 41810 01 391.00 P.C. Maintenance 19,732 21,154 16,421 27,882 26,000 27,500 Laserfiche Maintenance 101 41810 01 392.00 P.C. Accessories and Supplies 8,599 6,465 2,096 11,281 9,000 9,000 Consultant Fees, CivicClerk 101 41810 01 393.00 P.C. Hardware Purchases 4,000 3,496 977 992 4,000 1,500 101 41810 01 394.00 P.C. Software Purchases - - 9,685 9,021 4,000 8,000 First Arriving 101 41810 01 409.00 Other Contracted Repair - - - 1,073 - - 101 41810 01 413.00 Office Equipment Rental - - 3,600 3,341 2,400 8,900 Folding Machine Rental 101 41810 01 433.00 Dues & Subscriptions 1,994 1,789 2,783 2,356 3,300 3,300 Newspapers, Amazon business acct 101 41810 01 439.00 Other Miscellaneous Charges 240 499 4,279 7,492 2,000 3,000 Bank Service Charges 101 41810 01 440.00 COVID-19 Expenses 230,274 36,960 - - - - 101 41810 01 441.00 COVID-19 Grants 483,344 - - - - - 101 41810 01 445.00 Special Settlements 111,328 - 1,510 90,000 - - 101 41810 01 580.00 Other Equipment Purchases 8,830 13,992 8,158 9,658 18,000 9,000 Office Machines-All Buildings DEPARTMENT TOTALS 1,219,910 403,244 397,224 489,607 394,870 399,850 2025 BUDGET WORKSHEETS GENERAL GOVERNMENT Page 299 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments ------------------- --------- ------------------------------------------------- ---------------------------------- ---------------- ---------------- ---------------- ---------------- --------------------------------------------------- 101 41910 101.00 Salaries & Benefits 1,116,129 1,095,058 1,059,214 500,001 585,100 619,700 All Salary Costs Inclusive of Salary, Taxes, PERA & Benefits 101 41910 01 102.00 Full-Time Overtime - - 156 1,000 1,000 101 41910 99 103.00 Part-Time Salaries & Benefits 11,190 13,527 22,947 1,925 2,500 2,500 101 41910 01 201.00 Office Accessories - - 34 - - - 101 41910 01 202.00 Duplicating & Copying 5,000 5,657 - - 1,000 1,000 Includes Comp Plan Printing 101 41910 01 203.00 Printed Forms & Paper - 671 169 5 100 100 Forms, Stickers, Tags, etc. 101 41910 01 208.00 Miscellaneous Supplies - - - - - - 101 41910 01 209.00 Other Office Supplies 1,487 2,541 390 619 750 750 101 41910 01 219.00 Other Operating Supplies 47 2,754 - - 1,000 1,000 101 41910 01 241.00 Small Tools 153 - - - - - 101 41910 01 242.00 Minor Equipment - - - 1,170 - - 101 41910 01 304.00 Legal Fees - - - 3,903 - 5,000 101 41910 01 312.00 Contract Fees - - 3,585 - - - 101 41910 01 319.00 Other Professional Services 2,560 8,067 39,370 107,702 15,000 15,000 Consultant 101 41910 01 321.00 Telephone Costs - - - 240 - - 101 41910 01 329.00 Other Communication Costs 4,607 4,683 4,839 - 1,000 1,000 Cell Phones 101 41910 01 331.00 Travel Expense 8 22 517 106 400 400 101 41910 01 391.00 P.C. Maintenance 4,085 4,241 1,250 250 5,700 5,500 ESRI and Cartegraph 101 41910 01 392.00 P.C. Accessories & Supplies 866 222 1,374 108 500 500 101 41910 01 393.00 P.C. Hardware Purchases - 1,044 - - - - 101 41910 01 394.00 P.C. Software Purchases - 975 1,325 495 - - 101 41910 01 409.00 Other Contracted Repair & Maint.575 2,925 2,795 1,805 - - 101 41910 01 433.00 Dues & Subscriptions - 520 698 1,481 1,750 1,750 101 41910 01 433.01 APA/AICP 1,698 1,069 599 - - - 101 41910 01 433.02 ICC 280 - 145 - - - 101 41910 01 433.04 10,000 Lakes 160 - -- - - 101 41910 01 433.08 Sensible Land Use Coalition - 450 450 - - - 101 41910 01 433.10 Other Dues & Subscriptions 543 80 85 - - - 101 41910 01 435.00 Books & Pamphlets 2,321 - 120 - 300 - Manuals, References, IBC Books 101 41910 01 437.00 Conferences & Seminars - - - 2,916 5,000 5,500 National APA Conf. MPLS 2024 101 41910 01 437.01 State Bldg Official School 133 - 580 - - - 101 41910 01 437.02 Spring & Fall Code Updates 50 - -- - - 101 41910 01 437.03 Building Inspector Training 737 2,507 594 - - - 101 41910 01 437.05 Clerical Seminars - - 40 - - - 101 41910 01 437.06 Planning Seminars 468 168 459 - - - 101 41910 01 437.07 ISTS Training 390 2,513 1,965 - - - 101 41910 01 437.08 State Planning Conference (2)- - 1,549 - - - 101 41910 01 437.10 Gen'l Seminars 165 1,123 48 - - - 101 41910 01 439.00 Other Miscellaneous Charges 7 39 18 2,501 300 500 101 41910 01 586.00 Computer Equipment Purchases - - - - - - DEPARTMENT TOTALS 1,153,660 1,150,856 1,145,316 625,227 621,400 661,200 2025 BUDGET WORKSHEETS COMMUNITY DEVELOPMENT Page 300 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments ------------------- --------- ------------------------------------------------- ---------------------------------- ---------------- ---------------- ---------------- ---------------- --------------------------------------------------- 101 42230 101.00 Salaries & Benefits 1,116,129 1,095,058 1,059,214 642,315 698,500 765,000 All Salary Costs Inclusive of Salary, Taxes, PERA & Benefits 101 42230 01 102.00 Full-Time Overtime - - 156 1,000 1,000 Added new inspector in 2023 101 42230 99 103.00 Part-Time Salaries & Benefits 11,190 13,527 22,947 13,673 12,000 - 101 42230 01 201.00 Office Accessories - - 34 - - 101 42230 01 202.00 Duplicating & Copying 5,000 5,657 - - - 101 42230 01 203.00 Printed Forms & Paper - 671 169 73 400 400 Forms, Stickers, Tags, etc. 101 42230 01 208.00 Miscellaneous Supplies - - - 323 - 250 101 42230 01 209.00 Other Office Supplies 1,487 2,541 390 2,429 750 1,500 101 42230 01 219.00 Other Operating Supplies 47 2,754 - 67 1,000 1,000 101 42230 01 241.00 Small Tools 153 - - 108 800 500 Inspectors' Tools 101 42230 01 312.00 Contract Fees - - 3,585 - - - 101 42230 01 319.00 Other Professional Services 2,560 8,067 39,370 - 16,200 60,000 Building Ins Services + Code Enforceme 101 42230 01 321.00 Telephone Costs - - - - - 5,500 Cell Phones 101 42230 01 329.00 Other Communication Costs 4,607 4,683 4,839 5,461 4,000 - 101 42230 01 331.00 Travel Expense 8 22 517 - 400 400 101 42230 01 391.00 P.C. Maintenance 4,085 4,241 1,250 3,585 5,000 5,000 Permitworks + Bluebeam Supp. 101 42230 01 392.00 P.C. Accessories & Supplies 866 222 1,374 - 500 500 101 42230 01 393.00 P.C. Hardware Purchases - 1,044 - 2,154 - - 101 42230 01 394.00 P.C. Software Purchases - 975 1,325 - - - 101 42230 01 409.00 Other Contracted Repair & Maint.575 2,925 2,795 - 3,000 3,000 Mow Weeds-From Street Maint. 101 42230 01 433.00 Dues & Subscriptions - 520 698 130 1,750 1,750 101 42230 01 433.01 APA/AICP 1,698 1,069 599 - -- 101 42230 01 433.02 ICC 280 - 145 - -- 101 42230 01 433.04 10,000 Lakes 160 - -- -- 101 42230 01 433.08 Sensible Land Use Coalition - 450 450 - -- 101 42230 01 433.10 Other Dues & Subscriptions 543 80 85 - -- 101 42230 01 435.00 Books & Pamphlets 2,321 - 120 580 500 600 Manuals, References, IBC Books 101 42230 01 437.00 Conferences & Seminars - - - 973 11,700 3,500 Additional Inspector Training 101 42230 01 437.01 State Bldg Official School 133 - 580 - - - 101 42230 01 437.02 Spring & Fall Code Updates 50 - -- - - 101 42230 01 437.03 Building Inspector Training 737 2,507 594 - - - 101 42230 01 437.05 Clerical Seminars - - 40 - - - 101 42230 01 437.06 Planning Seminars 468 168 459 - - - 101 42230 01 437.07 ISTS Training 390 2,513 1,965 - - - 101 42230 01 437.08 State Planning Conference (2)- - 1,549 - - - 101 42230 01 437.10 Gen'l Seminars 165 1,123 48 - - - 101 42230 01 439.00 Other Miscellaneous Charges 7 39 18 3,165 100 100 101 42230 01 586.00 Computer Equipment Purchases - - - - - - Tablets for Employees DEPARTMENT TOTALS 1,153,660 1,150,856 1,145,316 675,037 757,600 850,000 2025 BUDGET WORKSHEETS BUILDING INSPECTIONS Page 301 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments ------------------- --------- ------------------------------------------------- ---------------------------------- ---------------- ---------------- ---------------- ---------------- --------------------------------------------------- 101 42110 101.00 Salaries & Benefits 3,607,765 4,061,763 4,519,883 4,684,707 5,470,300 6,210,500 All Salary Costs Inclusive of Salary, Taxes, PERA & Benefits 101 42110 01 102.00 Full-Time Overtime 67,137 113,230 168,587 162,772 145,000 180,800 101 42110 99 103.00 Part-Time Salaries & Benefits 26,134 34,599 40,513 66,358 57,500 70,000 101 42110 01 203.00 Printed Forms & Paper 1,742 1,773 2,527 2,968 2,600 2,600 Shred-It, Gun Pmts, Newspaper 101 42110 01 204.00 Envelopes & Letterheads 33 - - - - - 101 42110 01 207.00 Training & Instructional Supplies - - - 9,749 11,800 11,800 101 42110 01 207.01 Practice Ammunition 5,330 228 4,862 - - - 101 42110 01 207.02 Service Ammunition 1,938 - - - - - 101 42110 01 207.03 Other Supplies 103 - 304 - - - 101 42110 01 207.04 SWAT Ammunition 3,140 - -- - - 101 42110 01 208.00 Miscellaneous Supplies - - - - - - Donated & Forfeited Funds 101 42110 01 208.02 Equipment Donations/Forfeitures 12,139 29,987 3,032 - - - 101 42110 01 209.00 Other Office Supplies 175 12 450 250 1,100 1,100 101 42110 01 211.00 Cleaning Supplies - - 606 3,087 4,000 4,000 Increase in Fees / # of Squads 101 42110 01 211.02 Squad Cleaning 2,837 3,494 2,886 - - - 101 42110 01 212.00 Motor Fuels - - 35 295 - - 101 42110 01 217.00 Uniform/Equipment Expenses - - - 11,839 7,700 9,000 101 42110 01 217.01 CSO's 194 1,621 2,240 - - - 101 42110 01 217.02 Reserves 133 864 - - - - 101 42110 01 217.03 Other Supplies 2,109 456 4,989 - - - 101 42110 01 219.00 Other Operating Supplies - 15 839 3,286 14,000 5,000 101 42110 01 219.01 Evidence Bags, Drug Kits, Misc.1,937 2,057 1,840 - - - 101 42110 01 219.02 Investigation Software 3,037 4,645 8,218 - - - 101 42110 01 221.00 Equipment Parts 6,424 2,928 9,243 32,315 8,000 12,000 101 42110 01 240.00 Safety Equip & PPE - - - 710 - - 101 42110 01 241.00 Small Tools - - - 1,583 2,800 3,000 101 42110 01 241.01 Evidence Processing Equipment 870 431 58 - - - 101 42110 01 241.02 Camera and Video Supplies 778 56 - - - - 101 42110 01 241.03 Winscribe 1,305 - - - - - 101 42110 01 242.00 Minor Equipment - - - 5,272 6,000 6,000 Training Supplies, Taser Batteries 101 42110 01 242.01 Less Lethal Tactical Equipment 6,765 5,968 1,110 - - - 101 42110 01 242.02 MAAG Equipment 1,551 457 - - - - 101 42110 01 301.00 Auditing & Accounting Services - - - 1,500 - - 101 42110 01 304.00 Legal Fees 71,022 131,283 120,528 106,950 130,000 130,000 New legal prosecution 101 42110 01 305.00 Medical & Dental Fees - - - - 3,000 3,000 Blood Draws 101 42110 01 305.01 Physicals 2,331 1,728 3,010 - - - 101 42110 01 305.02 Seized Narcotic Testing 276 205 649 - - - 101 42110 01 306.00 Personnel Testing & Recruitment 2,812 1,396 3,389 2,466 3,000 3,000 Psychological 101 42110 01 313.00 Temporary Service Fees 1,342 179 488 1,130 800 1,500 Interpreter Services 101 42110 01 316.00 Animal Care Services - - - 3,090 3,000 3,000 101 42110 01 316.01 Impound & Care Fees 843 1,042 1,217 - - - 101 42110 01 319.00 Other Professional Services - - 4,200 470,628 480,000 495,000 Lexipol, Increase in Membership 101 42110 01 319.01 Dispatch Services - Operations 430,560 400,116 346,474 - - - 101 42110 01 319.02 Policy Development & Training - 13,894 14,991 - - - 101 42110 01 319.04 Electronic Crimes Unit Fees 18,000 18,000 21,000 - - - 101 42110 01 321.00 Telephone Costs - - - 16,828 16,500 29,000 Cell phones + squad internet 101 42110 01 321.01 Cell Phones 14,426 14,738 15,480 - - - 101 42110 01 323.00 Radio Units - - - 14,010 15,600 15,600 800 MHz Subscriber Fees-Increase 101 42110 01 323.01 Radios 11,665 13,457 13,345 - - - 101 42110 01 323.02 Radars 474 524 546 - - - 101 42110 01 329.00 Other Communication Costs - - - 9,919 - - 101 42110 01 331.00 Travel Expense - - - 6,782 11,000 11,000 101 42110 01 331.01 MN Chief's Spring Conference - 1,320 510 - - - 101 42110 01 331.03 Outstate Investigations & Conf.760 807 2,505 - - - 101 42110 01 331.04 SWAT Conference - 975 350 - - - 101 42110 01 331.05 CAN-AM Narcotic Conference - 474 479 - - - 101 42110 01 331.06 Juvenile Officers Conference - 275 399 - - - 101 42110 01 331.07 Meeting Reimbursements 474 752 276 - - - 101 42110 01 333.00 Freight & Express Expenses 81 87 12 - 200 200 101 42110 01 391.00 P.C. Maintenance - - - 15 - - 101 42110 01 392.00 P.C. Accessories & Supplies - 33 2,709 207 - - 101 42110 01 394.00 P.C. Software Purchases - 165 312 100,120 78,700 89,000 CJN partner fee and RMS 101 42110 01 394.03 CJN/EFORMS 5,118 12,725 19,088 - - - 101 42110 01 394.04 DCLEA Phoenix Pro 78,384 66,651 34,202 - - - 101 42110 01 394.05 Guardian Tracking Software 1,344 1,612 1,612 - - - 101 42110 01 394.06 Vitals 2,167 3,000 3,000 - - - 101 42110 01 394.07 Emergency Management Services 5,720 - - - - - 101 42110 01 396.00 Computer Maintenance - - 195 8,006 43,200 10,000 State of MN CJDN, LOGIS, Scheduling S 101 42110 01 396.01 LOGIS Apps Support - - 228 - - - 101 42110 01 396.02 CJDN Connection Charges 2,520 2,520 4,230 - - - 2025 BUDGET WORKSHEETS POLICE Page 302 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments ------------------- --------- ------------------------------------------------- ---------------------------------- ---------------- ---------------- ---------------- ---------------- --------------------------------------------------- 2025 BUDGET WORKSHEETS POLICE 101 42110 01 396.03 MCD Connection Charges 1,800 1,350 2,700 - - - 101 42110 01 396.04 MCD Maintenance & Cellular 31,514 32,016 31,297 - - - 101 42110 01 396.05 LOGIS Fees/Development 3,900 3,744 5,625 - - - 101 42110 01 396.06 Evidence.com Data Storage 3,793 - - - - - 101 42110 01 396.07 Schedule Anywhere 595 672 - - - - 101 42110 01 433.00 Dues & Subscriptions - - - 50,180 23,000 74,033 Increase in Dues 101 42110 01 433.01 South Metro SWAT Dues 8,300 10,000 12,500 - - - 101 42110 01 433.02 IACP Chiefs - 190 190 - - - 101 42110 01 433.03 MN Chiefs of Police 351 886 406 - - - 101 42110 01 433.04 Dakota Cty Chiefs of Police 400 400 400 - - - 101 42110 01 433.08 Tri-County Investigators - 75 75 - - - 101 42110 01 433.10 P.O.S.T. Licenses 632 1,172 994 - - - 101 42110 01 433.12 Miscellaneous 20 - - - - - 101 42110 01 435.00 Community Engagement Supplies 1,952 4,608 3,160 2,410 4,000 4,000 Crime Prevention Materials 101 42110 01 436.00 Towing Charges 241 85 139 - 200 200 Disabled Squads/Search Warrants 101 42110 01 437.00 Conferences & Seminars - - 1,420 39,992 39,000 39,000 Cost increases, range rental, increased 101 42110 01 437.01 Firearms - Range 3,775 2,395 5,030 - - - 101 42110 01 437.02 Chiefs Spring Conference - - 649 - - - 101 42110 01 437.03 Investigations 2,014 2,203 2,450 - - - 101 42110 01 437.05 Supervision/Leadership Training 6,371 5,514 2,363 - - - 101 42110 01 437.06 Use of Force 1,288 896 92 - - - 101 42110 01 437.07 Emergency Driving 1,525 4,300 - - - - 101 42110 01 437.08 First Aid 2,379 10,281 6,133 - - - 101 42110 01 437.10 Tactical 1,095 1,471 962 - - - 101 42110 01 437.11 Support Services 665 763 1,315 - - - 101 42110 01 437.12 Patrol Operations/Training 3,664 9,332 6,045 - - - 101 42110 01 437.14 SRO / CRO - 750 503 - - - 101 42110 01 439.00 Other Miscellaneous Charges 741 1,130 7,024 700 1,200 1,200 Hosting Meetings & Training 101 42110 01 580.00 Other Equipment Purchases 1,368 853 9,301 15,383 2,500 2,500 101 42110 01 599.00 Employee Recognition Costs 2,297 2,395 3,509 743 2,250 2,250 Recognition Banquet/Plaques/Awards DEPARTMENT TOTALS 4,484,573 5,050,024 5,491,931 5,836,250 6,587,950 7,429,283 Page 303 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments ------------------- --------- ------------------------------------------------- ---------------------------------- ---------------- ---------------- ---------------- ---------------- --------------------------------------------------- 101 42210 101.00 Salaries & Benefits - - - - 55,000 190,000 All Salary Costs Inclusive of Salary, Taxes, PERA & Benefits 101 42210 01 102.00 Full-Time Overtime - - - - - - 101 42210 02 103.00 Part-Time Salaries & Benefits 334,251 414,644 431,813 453,101 415,000 445,000 101 42210 01 202.00 Duplicating & Copying - - - 41 - - 101 42210 01 202.02 Computer Printers - - 46 - - - 101 42210 01 204.00 Envelopes & Letterhead - - - 305 500 500 101 42210 01 211.00 Cleaning Supplies - - - 136 800 800 101 42210 01 211.01 Soaps 68 150 784 - - - 101 42210 01 218.00 Fire Department Clothing - - - 9,370 9,200 9,600 Uniforms for New Hires, $150 per Year S 101 42210 01 218.01 Uniforms 48 1,627 2,375 - - - Increase to cover department issued win 101 42210 01 218.02 Station Wear (2015)3,312 2,771 4,178 - - - $150/yr per FF for station wear-increase 101 42210 01 219.00 Other Operating Supplies - - - 4,035 13,300 15,800 Medical Supplies, Added O2 Cascade @ 101 42210 01 219.01 Gloves - 1,088 2,823 - - - 101 42210 01 219.03 Equipment 1,190 625 4,143 - - - 101 42210 01 219.04 Tyvek Suits - - 1,275 - - - 101 42210 01 219.05 Consummable Medical 4,504 5,298 5,674 - - - 101 42210 01 219.06 Oxygen - - 827 - - - Move to O2 bottle swap/remove cascade 101 42210 01 229.00 Other Maintenance Supplies - - - 2,719 7,100 7,100 Replace Aging Light Bars 101 42210 01 229.01 Vehicle Repairs 54 131 279 - - - 101 42210 01 229.04 Vehicle Modifications 2,443 3,778 7,274 - - - 101 42210 01 230.00 Equipment Repair Materials - - - - 5,600 5,600 Aging equip, upkeep of gas meters 101 42210 01 230.02 Smoke Machines - - 600 - - - 101 42210 01 230.03 Lanterns & Miscellaneous 45 114 - - - - 101 42210 01 230.04 Small Tool Repairs 544 689 2,078 - - - 101 42210 01 230.06 Station - 359 - - - - 101 42210 01 241.00 Small Tools - -30 558 6,400 6,400 Replace Aging Tools 101 42210 01 241.01 Axes, Bars & Other - 62 313 - - - 101 42210 01 241.03 Hand Tools 528 11,817 884 - - - 101 42210 01 305.00 Medical & Dental Fees 5,360 6,394 6,795 6,444 6,500 16,500 Mental Health Check Ins/Peer Support T 101 42210 01 306.00 Personnel Testing & Recruitment - - 57 281 15,800 15,800 New Hires + start psych test, Medical co 101 42210 01 306.01 New Physicals (4)4,170 3,906 568 - - - 101 42210 01 306.02 Hepatitis Shots (4)- 1,300 - - - - 101 42210 01 306.03 Background Checks (4)367 366 257 - - - 101 42210 01 306.05 Firefighter Recruitment Costs 40 - - - - - 101 42210 01 308.00 Instructors' Fees - - - 31,104 29,400 43,400 Start EMT licensing 101 42210 01 308.01 Fire Fighter 1 (4)3,130 2,550 6,695 - - - 101 42210 01 308.03 Fire Fighter Re-Certificates (14)550 125 575 - - - 101 42210 01 308.05 First Responder Refresher (1/2)- 6,050 6,050 - - - 101 42210 01 308.06 Outside Schools 12,530 14,477 9,611 - - - EMT certification for all FF's 101 42210 01 308.07 Haz-Mat Training (4)1,020 1,150 - - - - 101 42210 01 310.00 Testing Services - - - 2,288 8,300 8,300 New Mask Requirement, Increase in Fee 101 42210 01 310.01 Aerial 2,333 2,023 - - - - 101 42210 01 310.02 Ladders 536 598 1,674 - - - 101 42210 01 310.03 Pumpers (3) 1,460 2,018 1,120 - - - 101 42210 01 310.04 SCBA Mask Testing - 2,385 - - - - 101 42210 01 313.00 Temporary Service Fees - - - 10,811 15,300 15,300 Added SCBA Compressor-FS #2 101 42210 01 313.01 SCBA Maintenance 5,349 3,777 5,524 - - - 101 42210 01 313.02 SCBA Flow Test 2,688 1,958 3,115 - - - 101 42210 01 313.05 SOT Joint Powers 7,049 7,107 7,277 - - - 101 42210 01 314.00 Annual Fire Relief Contribution 30,000 30,000 30,000 30,000 30,000 30,000 101 42210 01 315.00 Special Programs - - - 220,186 - 200,000 State Aid Pass Thru 101 42210 01 319.00 Other Professional Services - - - 1,961 1,900 2,400 Fire Prevention Education 101 42210 01 319.01 School Literature - - 495 - - 101 42210 01 319.03 Fire Prevention Week Promos - 590 710 - - - Price Increases 101 42210 01 319.06 National Night Out - 455 682 - - - 101 42210 01 321.00 Telephone Costs - 330 - 5,055 5,300 5,300 Active 911 Subscriptions 101 42210 01 321.01 Cell Phones 2,936 4,337 4,586 - - - 101 42210 01 322.00 Postage Costs - - - - 100 100 UPS Costs 101 42210 01 329.00 Other Communication Costs - - - 18,652 23,000 23,000 Warranty Plan to be Added 101 42210 01 329.02 Pager Repairs 300 782 616 - - - 101 42210 01 329.05 800 MHZ User Fee 12,132 13,345 13,345 - - - 101 42210 01 329.06 Mobile Computers 2,664 3,504 2,856 - - - 101 42210 01 331.00 Travel Expense - - - 1,273 8,600 8,600 FDIC Training Added 101 42210 01 331.01 Minnesota Chief's Conference - 2,451 300 - - - 101 42210 01 331.02 Fire Department Association - 450 450 - - - 101 42210 01 331.03 Outside Schools - 875 460 - - - 101 42210 01 409.00 Other Contracts Repair & Maintenance - - - 149 - - 101 42210 01 433.00 Dues & Subscriptions - - - 7,069 13,400 17,400 Add Lexipol Policy and Procedure 101 42210 01 433.01 Capital City 50 50 50 - - - 2025 BUDGET WORKSHEETS FIRE Page 304 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments ------------------- --------- ------------------------------------------------- ---------------------------------- ---------------- ---------------- ---------------- ---------------- --------------------------------------------------- 2025 BUDGET WORKSHEETS FIRE 101 42210 01 433.02 VFBA Insurance - 950 140 - - - 101 42210 01 433.03 State Fire 910 340 - - - - 101 42210 01 433.05 DCFC 100 100 100 - - - 101 42210 01 433.06 WAKOTA Mutual Aid - 50 - - - - 101 42210 01 433.07 On-Line Training/Tracking Tool 4,044 4,703 4,833 - - - 101 42210 01 437.00 Conferences & Seminars - - - 1,800 1,900 1,900 101 42210 01 437.01 State Fire Conference - 460 - - - - 101 42210 01 437.02 State Chief's Conference - 870 2,182 - - - 101 42210 01 439.00 Other Miscellaneous Charges - -299 6,755 4,100 7,100 Price Increases 101 42210 01 439.01 Food & Coffee 273 421 900 - - - 101 42210 01 439.02 Extinguisher 208 - 270 - - - 101 42210 01 439.03 Plaques 226 226 1,099 - - - 101 42210 01 439.05 Station Needs 1,220 2,616 2,440 - - - 101 42210 01 580.00 Other Equipment Purchases - - - 68,370 60,000 112,000 Add 2nd sets of gear/10 per yr, aging no 101 42210 01 580.01 Bunker Gear (8)20,114 18,901 18,130 - - - Ability to purchase new gear for new hire 101 42210 01 580.02 Pagers - 3,170 - - - - 101 42210 01 580.03 Hose & Fittings 648 1,371 1,729 - - - 101 42210 01 580.04 Replace Damaged Items 739 1,766 3,782 - - - Start replacing truck radios DEPARTMENT TOTALS 470,132 592,449 605,170 882,463 736,500 1,187,900 Page 305 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments ----------------------- --------- ------------------------------------------------- ---------------------------------- ---------------- ---------------- ---------------- ---------------- --------------------------------------------------- 101 41940 77 101.00 Salaries & Benefits 8,606 8,500 8,225 8,521 - - All Salary Costs Inclusive of Salary, Taxes, PERA & Benefits 101 41940 77 102.00 Full-Time Overtime - - - - - - 101 41940 79 101.00 Salaries & Benefits 116,468 121,355 128,665 129,518 137,605 125,500 101 41940 79 102.00 Full-Time Overtime 3,298 4,178 4,535 6,617 3,000 4,000 101 41940 99 103.00 Part-Time Salaries & Benefits 1,846 2,562 2,110 1,545 - - 101 41940 01 208.00 Miscellaneous Supplies 14,930 18,926 16,999 20,002 24,500 30,000 Cleaning, Paper Prod., Coffee, New PW 101 41940 01 209.00 Other Office Supplies - 106 - - - - 101 41940 01 211.00 Cleaning Supplies - -- 60 - - 101 41940 01 219.00 Flags & Flagpole Maintenance 1,544 1,479 2,918 1,939 4,000 5,000 Flags & Flag pole maintenance/repairs 101 41940 01 223.00 Building Repair Supplies 9,838 6,662 8,069 9,210 12,000 12,000 Light Bulbs, Locks, etc. 101 41940 01 225.00 Landscaping Materials 754 2,167 813 216 5,000 - (REMOVE AFTER 2024) CH Landscape 101 41940 01 241.00 Small Tools 620 549 604 513 1,000 1,000 Carpentry, Bits, Blades, etc. 101 41940 01 242.00 Minor Equipment 948 1,141 1,186 - 1,200 1,200 101 41940 01 319.00 Other Professional Services - - - 111,522 120,000 170,000 2025 price increases for many vendor/co 101 41940 01 319.01 Elevator Maintenance 2,005 2,081 2,160 - - - 101 41940 01 319.02 Heating/Cooling Maint Contract 10,339 4,459 11,669 - - - 101 41940 01 319.03 Annual Boiler Inspections / Maint.50 1,955 50 - - - 101 41940 01 319.04 Pest Control 3,164 3,215 3,265 - - - 101 41940 01 319.05 Fire Extinguishers 1,060 1,858 852 - - - 101 41940 01 319.06 Fire Suppression System Check 3,230 4,105 4,269 - - - 101 41940 01 319.07 Janitorial Service-Fire Stations 11,000 12,514 14,296 - - - 101 41940 01 319.08 Janitorial Service-P.W. Building 12,000 13,292 14,914 - - - 101 41940 01 319.09 Janitorial Service-City Hall 28,000 31,494 35,390 - - - 101 41940 01 319.10 Floor Mats - Monthly Charges 5,836 5,631 6,804 - - - 101 41940 01 319.11 Other Janitorial Services 8,193 13,516 11,759 - - - 101 41940 01 319.12 Bronze Monument Maintenance 1,075 1,075 1,075 - - - 101 41940 01 321.00 Telephone Costs 992 899 921 947 1,000 1,000 Air Card for iPad-Monthly Chgs 101 41940 01 381.00 Electric Utilities 62,251 66,476 75,009 63,971 70,000 70,000 Energy Costs & Uses Rising + New PW/ 101 41940 01 383.00 Gas Utilities 39,198 47,257 79,523 58,582 60,000 60,000 Energy Costs & Uses Rising + New PW/ 101 41940 01 384.00 Refuse Disposal - - - 96,111 75,000 100,000 Waste Disposal & Recycling Costs Risin 101 41940 01 384.01 General Buildings & Parks 37,080 39,917 40,627 - - - 101 41940 01 384.02 Recycling/Cleanup 33,036 34,394 48,063 - - - 101 41940 01 389.00 Other Utility Services - - - - - - 101 41940 01 393.00 P.C. Hardware Purchases - - - - 100 100 101 41940 01 394.00 P.C. Software Purchases 3,968 4,098 4,253 20,690 5,000 5,500 Cartegraph & ESRI GIS Software/Suppt 101 41940 01 401.00 Contracted Building Repairs - 3,571 - 54,541 64,500 70,000 HVAC & Electrical Labor Rates Increasin 101 41940 01 401.01 Electrical Repairs 9,044 3,314 7,491 - - - 101 41940 01 401.02 Siren Operations & Maintenance 15,686 3,196 - - - - 101 41940 01 401.03 Miscellaneous Repairs 26,808 40,059 26,516 - - - 101 41940 01 401.04 HVAC Repairs 13,178 7,099 20,542 - - - 101 41940 01 402.00 Security Card System Maintenance 5,042 2,140 3,144 180 7,500 3,500 Updates, Preventative Maint, Tech Sup 101 41940 01 415.00 Other Equipment Rental - - - 454 - - 101 41940 01 416.00 Machinery Rental 650 614 340 538 1,500 - PW to purchase lift for PW/PD Aerial Ma 101 41940 01 437.00 Conferences & Seminars 147 647 773 747 1,000 1,000 License Continuing Ed 101 41940 01 439.00 Other Miscellaneous Charges 2,790 18,805 28,740 11,195 25,000 20,000 Park Shltrs, Irrigtn Sheds, LED swap 101 41940 01 530.00 Improvements Other Than Bldgs 575,000 58,500 120,081 128,008 50,000 50,000 From Long-Term Plan 101 41940 01 603.00 Principle on Leases/SBITAS - - - 7,746 - - DEPARTMENT TOTALS 1,069,673 593,806 736,648 733,369 668,905 729,800 2025 BUDGET WORKSHEETS GOVERNMENT BUILDINGS Page 306 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments ----------------------- --------- ------------------------------------------------- ---------------------------------- ---------------- ---------------- ---------------- ---------------- --------------------------------------------------- 101 43100 77 101.00 Salaries & Benefits 30,510 57,168 58,166 78,683 99,800 111,800 All Salary Costs Inclusive of Salary, Taxes, PERA & Benefits 101 43100 77 102.00 Full-Time Overtime - - - - - - 101 43100 78 101.00 Salaries & Benefits 8,263 - - - - - 101 43100 78 102.00 Full-Time Overtime - - - - - - 101 43100 79 101.00 Salaries & Benefits 198,793 209,068 222,060 240,066 373,505 363,000 Reallocated employees to correct dept, New EE 101 43100 79 102.00 Full-Time Overtime 7,623 7,437 8,239 7,737 7,500 7,800 101 43100 99 103.00 Part-Time Salaries & Benefits - - - - - - 101 43100 01 211.00 Cleaning Supplies 1,722 2,901 3,240 2,161 4,000 4,000 Shop & Vehicles 101 43100 01 212.00 Motor Fuels 126,529 132,687 186,022 225,210 150,000 170,000 92.5% of Fuel Covered by Fleet 101 43100 01 213.00 Lubricants & Additives 9,583 9,057 11,891 13,983 12,000 15,000 101 43100 01 215.00 Shop Materials 17,867 19,363 17,926 15,583 22,000 18,000 101 43100 01 219.00 Other Operating Supplies - - - 9,543 - - 101 43100 01 221.00 Equipment Parts 149,397 105,611 135,463 155,082 125,000 140,000 Parts prices ever-increasing 101 43100 01 222.00 Tires 29,180 32,645 30,329 26,498 35,000 35,000 More police squads in fleet. 101 43100 01 241.00 Small Tools 4,263 4,892 5,629 3,990 6,000 6,000 101 43100 01 242.00 Minor Equipment 14,477 12,011 10,376 9,859 10,000 10,000 101 43100 01 318.00 Contract Engineer - - - - - - 101 43100 01 321.00 Telephone Costs 277 1,083 1,096 1,118 400 400 Air Card for iPad-Monthly Chgs 101 43100 01 323.00 Radio Units (Warranty & Batteries)- - - - 1,000 1,000 101 43100 01 384.00 Refuse Disposal - - - - - - Oil and Filter Disposal 101 43100 01 394.00 P.C. Software Purchases - - - 25,499 11,000 11,500 Cartegraph & ESRI GIS Software/Suppt 101 43100 01 394.01 Licensing & Maintenance 3,968 4,813 5,044 - - - 101 43100 01 394.02 Online Subscriptions 5,645 2,597 3,724 - - - 101 43100 01 394.03 New Software Purchases - 1,289 - - - - 101 43100 01 404.00 Contracted Mach & Equip Services 1,159 53,003 50,000 50,000 Repairs & Service at Private Shops beyo 101 43100 01 404.01 Contracted Services 53,126 43,734 49,198 - - - 101 43100 01 404.02 Contracted Preventative Maint.4,999 12,700 - - - - 101 43100 01 409.00 Other Contracted Repair & Maintenan - - - 813 - - 101 43100 01 416.00 Machinery Rental - - - 55 - - 101 43100 01 433.00 Dues/Subscriptions/Certifications 371 - 10 200 - - 101 43100 01 435.00 Books & Pamphlets 80 85 65 - 100 100 101 43100 01 437.00 Conferences & Seminars - 727 - 491 800 800 101 43100 01 603.00 Principal on Leases/SBITAS - - - 7,746 - - DEPARTMENT TOTALS 666,673 659,869 749,638 877,319 908,105 944,400 2025 BUDGET WORKSHEETS FLEET MAINTENANCE Page 307 of 349 Page 1 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments ----------------------- ---------- -------------------------------------------------- ----------------------------------- ----------------- ----------------- ----------------- ----------------- ------------------------------------------------------- 101 43121 77 101.00 Salaries & Benefits 92,136 100,260 148,804 162,828 151,500 202,200 All Salary Costs Inclusive of Salary, Taxes, PERA & Benefits 101 43121 77 102.00 Full-Time Overtime - - - - - - 101 43121 78 101.00 Salaries & Benefits 33,244 44,301 130,739 151,563 166,000 173,300 101 43121 78 102.00 Full-Time Overtime - - 141 177 - - 101 43121 79 101.00 Salaries & Benefits 487,479 520,605 541,594 520,537 693,205 718,800 101 43121 79 102.00 Full-Time Overtime 11,443 7,512 14,450 20,829 14,000 15,000 101 43121 99 103.00 Part-Time Salaries & Benefits 26,277 34,585 32,888 31,435 33,000 34,000 101 43121 01 201.00 Office Accessories - - - - 100 100 101 43121 01 205.00 Drafting Supplies - - 141 400 400 101 43121 01 205.04 Miscellaneous Tools - - 507 - - - 101 43121 01 209.00 Other Office Supplies 408 244 197 438 700 700 101 43121 01 216.00 Chemical & Chemical Products 89,862 81,821 133,660 100,677 115,000 115,000 Salt and Pretreatment Brine 101 43121 01 221.00 Equipment Parts - - - 338 - - 101 43121 01 224.00 Street Maintenance Materials - 17,896 18,800 15,000 Decorative Tree Lighting, Guard Rail, Fenc 101 43121 01 224.01 Paint 7 231 335 - - - 101 43121 01 224.02 Mail Boxes 2,447 1,061 3,755 - - - 101 43121 01 224.04 Holiday Decorations 9,294 11,250 11,332 - - - 101 43121 01 224.05 Miscellaneous 1,915 4,506 4,229 - - - 101 43121 01 225.00 Landscaping Materials 252 16,101 23,500 5,000 Blvd Plow Dmg Rprs, Light Pole Bracket H 101 43121 01 225.01 Turf Restoration Material 644 2,879 5,177 - - - 101 43121 01 225.03 Flowers 16,267 15,902 15,520 - - - 101 43121 01 225.04 Trees 1,233 1,528 109 - - - 101 43121 01 225.05 Hanging Baskets - 41 - - - - 101 43121 01 225.10 Banners/Flag Components 159 - 588 - - - 101 43121 01 226.00 Sign Repair Materials - 18,581 25,000 40,000 Repairs & Replacements/Retroreflectivity 101 43121 01 226.01 Signs and Posts 13,762 12,287 24,204 - - - 101 43121 01 226.02 Solar Batteries 65 - 280 - - - 101 43121 01 231.00 Bituminous Patching Materials 18,064 9,832 8,989 46,895 30,000 30,000 Street & Trail Patching 101 43121 01 232.00 Crushed Rock 29,504 21,925 13,174 19,818 23,000 25,000 Biscayne Base/Sfce Rprs near Hwy 3 '23 101 43121 01 233.00 Dust Control Materials 26,128 31,734 39,095 42,502 37,000 48,000 Chloride Treatments - State Bid (Prices inc 101 43121 01 234.00 De-Icing Sand / Rock 1,531 563 495 2,773 3,500 3,500 Gravel Road Ice Control (Chip Rock) 101 43121 01 240.00 Safety Equipment & PPE 295 497 710 2,308 1,000 1,000 Vests, Glasses, Gloves, Hardhats, etc. 101 43121 01 241.00 Small Tools 1,161 2,525 1,527 124 1,200 2,000 Shovels, Brooms, etc. 101 43121 01 242.00 Minor Equipment 14,985 23,684 1,142 1,170 5,000 3,000 2025 Purchase Additional Traffic Counters 101 43121 01 303.00 Engineering Fees 4,178 59,573 97,840 9,000 30,000 101 43121 01 303.01 General Non-Project Related 23,168 48,837 28,251 - - - 101 43121 01 304.00 Legal Fees 1,341 1,954 1,531 1,675 3,000 3,000 101 43121 01 318.00 Contract Engineer - - - - - - 101 43121 01 319.00 Other Professional Services - - - 1,115 1,500 1,500 1/5 GIS Consulting, Fiber Locates 101 43121 01 321.00 Telephone Costs 3,203 2,480 2,637 2,689 5,000 5,000 Includes Wireless Technology 101 43121 01 323.00 Radio Units 5,538 1,409 1,442 1,642 1,000 1,000 101 43121 01 331.00 Travel Expense 57 17 - 52 200 200 101 43121 01 381.00 Electric Utilities - - - 4,451 3,100 3,100 101 43121 01 381.02 Signal Lights & Sirens 2,399 2,578 4,658 10 - - 101 43121 01 384.00 Refuse Disposal - - - 1,192 3,000 3,000 Increasing demand/costs from dispos vndr 101 43121 01 384.01 Hazardous Waste Disposal 230 - - - - - 101 43121 01 384.02 Roadside Garbage 1,901 1,817 1,815 - - - 101 43121 01 391.00 P.C. Maintenance - - - - 1,000 1,000 Dakota CoOnline ROW Permit System 101 43121 01 391.04 R-O-W Permit On-Line Service 593 659 768 - - - 101 43121 01 392.00 P.C. Accessories & Supplies 16 - - 146 - - 101 43121 01 393.00 P.C. Hardware Purchases 299 775 734 - - 1,300 2025 Replace GIS iPad 101 43121 01 394.00 P.C. Software Purchases - - - 15,621 17,000 22,000 ESRI, Cartegraph, DataFi Licenses 101 43121 01 394.01 Licensing & Maintenance 9,216 9,198 9,843 - - - 101 43121 01 402.00 Parking Lot Maintenance 370,048 20,817 22,832 89,911 75,000 75,000 From Long-Term Plan 101 43121 01 403.00 Contracted Repair & Maintenance - - - 1,498 16,500 7,500 Spray Patch around High iron castings, oth 101 43121 01 403.01 Street Lights - 741 - - - - Moved to Separate Utility 101 43121 01 403.02 Signal Lights 544 2,425 - - - - 101 43121 01 403.04 Miscellaneous Repairs 11,464 7,670 10,416 - - - Curb Painting, etc. 101 43121 01 404.00 Railroad Administration/Mgmt. 1,025 - - 132,268 13,000 15,000 Bonaire Path & Pine Bend RR Crossings M 101 43121 01 405.00 Street Striping - 8,558 - - - - 101 43121 01 407.00 Bituminous Overlays - 11,367 - 479 - - 101 43121 01 408.00 Crackseal, Sealcoat, Patch, Stripe 238,329 284,153 276,985 317,387 320,000 350,000 Needs and costs continue to increase with 101 43121 01 409.00 Tree Trimming 24,311 46,253 43,139 24,200 40,000 40,000 101 43121 01 410.00 Concrete Sidewalk/Curb Repairs - - - 9,798 20,000 25,000 172 locations of varying size on sidewalk s 101 43121 01 410.01 General Repairs 11,086 14,990 12,822 - - - 101 43121 01 411.00 Contracted Snow Removal - - 5,030 10,673 18,000 - 101 43121 01 411.04 Dakota County Library 6,044 5,741 8,781 - - - 101 43121 01 415.00 Equipment Rental 24,543 21,141 11,956 10,186 25,000 25,000 Umore, Track-Hoe, Lift, Skid Steer, etc. 101 43121 01 433.00 Dues & Subscriptions - - - 1,834 3,900 3,900 APWA Membership, Add Assist Eng 101 43121 01 433.01 American Public Works Ass'n 900 1,250 - - - - 101 43121 01 433.03 City Engineers' Association 400 375 183 - - - 101 43121 01 433.07 MN Street Superintendent Ass'n 200 - - - - - 101 43121 01 433.09 MN Transportation Alliance - 219 - - - - 101 43121 01 437.00 Conferences & Seminars - 335 112 6,697 11,000 11,000 Spring Conf, Fall Conf, & PWX (National) 2025 BUDGET WORKSHEETS STREET MAINTENANCE Page 308 of 349 Page 2 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments ----------------------- ---------- -------------------------------------------------- ----------------------------------- ----------------- ----------------- ----------------- ----------------- ------------------------------------------------------- 2025 BUDGET WORKSHEETS STREET MAINTENANCE 101 43121 01 437.01 APWA - 335 3,789 - - - 101 43121 01 437.05 Maintenance Expo - 180 270 - - - 101 43121 01 437.06 Cartegraph, ESRI, GIS 326 934 - - - - 101 43121 01 437.09 Miscellaneous Training 2,151 944 2,080 - - - 101 43121 01 439.00 Other Miscellaneous Charges 314 281 723 2,684 800 800 CONDAC Lunch, CDL Licenses 101 43121 01 570.00 Office Equipment & Furnishings - - - - - - 101 43121 01 603.00 Principal on Leases/SBITAS - - - 18,541 - - 101 43121 01 612.00 Interest on Leases/SBITAS - - - 593 - - DEPARTMENT TOTALS 1,617,959 1,432,384 1,644,263 1,910,311 1,928,905 2,056,300 Page 309 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments ------------------------ ---------- --------------------------------------------------------------------------------------------------------- ----------------- ----------------- ----------------- -------------------------------------------------------- 101 45202 77 101.00 Salaries & Benefits 39,916 48,700 49,940 70,472 - - All Salary Costs Inclusive of Salary, Taxes, PERA & Benefits 101 45202 77 102.00 Full-Time Overtime - - - - - - 101 45202 78 101.00 Salaries & Benefits 16,526 - - - - - 101 45202 78 102.00 Full-Time Overtime - - - - - - 101 45202 79 101.00 Salaries & Benefits 478,693 517,414 530,078 519,014 465,305 641,200 Reallocated employees to correct dept 101 45202 79 102.00 Full-Time Overtime 12,667 14,307 15,745 19,262 11,000 15,000 101 45202 99 103.00 Part-Time Salaries & Benefits 61,757 77,784 77,353 73,912 78,000 85,000 101 45202 01 205.00 Plotter Ink and Paper - - - 141 400 400 101 45202 01 208.00 Miscellaneous Supplies - - - 63 - - 101 45202 01 216.00 Chemical & Chemical Products 42,265 49,815 52,638 59,961 60,000 70,000 Fertilizer & POA Control 101 45202 01 216.02 Fertilizer - 165 120 - - - 101 45202 01 219.00 Other Operating Supplies - 300 - 42,580 55,000 65,000 For Topdressing and Natural Settings 101 45202 01 219.01 Seed, Sod, etc.4,123 8,291 9,407 - - - 101 45202 01 219.02 Red Rock, Sand, Gravel, etc.17,122 12,223 19,305 - - - 101 45202 01 219.05 Wood Chips 20,000 20,000 26,000 - - - 101 45202 01 220.00 Splash Pad Maintenance 13,196 1,470 1,685 3,833 2,000 4,000 Sensor replacements, other hardware 101 45202 01 221.00 Equipment Parts - - - 37,359 30,000 35,000 Repairs on Aging Play Equipment & Irrigat 101 45202 01 221.01 Playground Equipment Repair 25,170 13,370 8,374 - - - 101 45202 01 221.02 Irrigation Repair(In-House)8,142 9,468 9,166 - - - 101 45202 01 221.03 Miscellaneous 1,678 3,762 3,223 - - - 101 45202 01 223.00 Shelter Repair Supplies - - - 2,236 2,100 2,100 101 45202 01 223.01 Paint, Stain, etc.132 441 313 - - - 101 45202 01 223.02 Shingles, Boards, etc.147 1,391 549 - - - 101 45202 01 223.03 Miscellaneous 1,353 460 271 - - - 101 45202 01 225.00 Landscaping Materials - - - 3,992 6,000 26,000 Tree spading, hangings baskets & planters 101 45202 01 225.01 Trees, Shrubs, etc.2,000 717 1,330 - - - 101 45202 01 225.02 Timbers, Fence, etc.243 1,362 654 - - - 101 45202 01 226.00 Sign Repair Materials - 36 205 - 500 500 101 45202 01 229.00 Other Maintenance Supplies 19,308 18,636 31,841 32,625 30,000 35,000 Paint, Chalk, Field Dry, Etc. 101 45202 01 240.00 Safety Equipment & PPE 491 407 910 1,426 1,000 2,000 Vests, Glasses, Gloves, Hardhats, etc. 101 45202 01 241.00 Small Tools 2,418 2,370 2,235 2,662 2,500 2,500 Hand Tools, Blades, Bits, etc. 101 45202 01 242.00 Minor Equipment 4,276 3,425 6,624 6,173 7,500 9,500 Battery Backpack, Blower, etc. 101 45202 01 303.00 Engineering Fees (GIS)- 4,605 1,689 60 1,000 1,000 $5,000 Split 5 Ways 101 45202 01 318.00 Contract Engineer - -- - - - 101 45202 01 319.00 Other Professional Services - -- 33,284 26,000 35,000 Contracted assistance with small projects, 101 45202 01 319.01 Maintenance of Open Spaces 14,774 14,650 13,866 - - - 101 45202 01 319.02 Landscaping & Flower Beds 6,000 11,776 7,791 - - - 101 45202 01 321.00 Telephone Costs 4,625 4,781 4,671 6,198 6,500 6,500 All Wireless, iPads, Irrig. Controls 101 45202 01 323.00 Radio Units 7,492 1,409 1,442 1,642 1,000 1,000 101 45202 01 381.00 Electric Utilities - 26 197 31,185 25,000 25,000 Anticipated Rate Increase, Flint Hills & UM 101 45202 01 381.01 Skating Rinks 6,193 6,199 7,263 - - - 101 45202 01 381.02 Softball Fields 6,223 6,905 7,881 - - - 101 45202 01 381.03 Irrigation 9,670 12,734 19,583 - - - 101 45202 01 383.00 Gas Utilities 1,669 1,746 3,521 5,056 - - 101 45202 01 393.00 P.C. Hardware Purchases - - - 2,796 2,500 2,500 101 45202 01 394.00 P.C. Software Purchases - - - 16,682 17,500 17,500 DakCo GIS Data Cost Share (Cyclomedia 101 45202 01 394.01 Licensing & Maintenance 11,716 17,759 9,843 - - - ESRI, Cartegraph, DataFi Licenses 101 45202 01 403.00 Contracted Repair & Maintenance - - - 30,438 25,000 45,000 Required RPZ Inspections & Repairs 101 45202 01 403.01 Irrigation Repairs 7,033 7,737 6,469 - - - 101 45202 01 403.02 Electrical Repairs 4,854 736 3,154 - - - 101 45202 01 403.03 Miscellaneous Repairs 2,181 5,380 6,974 - - - 101 45202 01 403.04 Playground Repairs 5,590 - 4,267 - - - 101 45202 01 409.00 Other Contracted Repair & Maint - - - 17,008 17,800 17,800 Dethatching, Flower Beds, Mowing/Chemi 101 45202 01 409.01 Spring Clean Up 500 250 1,628 - - - 101 45202 01 409.02 Library / Steeple Center / RCC 8,547 8,541 9,768 - - - 101 45202 01 409.05 City Hall 2,849 2,847 - - 101 45202 01 409.06 UMore Baseball Fields - 2,500 2,490 - - - 101 45202 01 409.07 FHR Soccer Fields - 2,500 3,000 - - - 101 45202 01 415.00 Other Equipment Rental - -- 689 - - 101 45202 01 416.00 Machinery Rental - 592 - 41,973 38,000 23,000 Compr, Mower, Truck Ren (UMore Rental 101 45202 01 416.01 Mower Leases 21,352 21,200 21,200 - - - 101 45202 01 416.02 Miscellaneous Rentals 5,000 12,157 12,558 - - - 101 45202 01 433.00 Dues & Subscriptions - 2,325 - 480 400 400 101 45202 01 433.01 MN Park Supervisors Ass'n - 138 - -- - 101 45202 01 433.02 Miscellaneous Dues 185 20 258 - - - 101 45202 01 435.00 Books & Pamphlets 53 - - - - - 101 45202 01 437.00 Conferences & Seminars - - 1,537 6,270 6,000 6,000 Green Expo, MPSA, Playgrounds, Turf Sc 101 45202 01 437.01 Seminars & Workshops 1,443 1,307 1,227 - - - 101 45202 01 437.02 School & Tuition 665 1,332 1,426 - - - 101 45202 01 437.03 CarteGraph, ESRI, GIS 326 934 - - - - 101 45202 01 439.00 Other Miscellaneous Charges 66 - - - 200 200 2025 BUDGET WORKSHEETS PARKS & GROUNDS MAINTENANCE Page 310 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments ------------------------ ---------- --------------------------------------------------------------------------------------------------------- ----------------- ----------------- ----------------- -------------------------------------------------------- 2025 BUDGET WORKSHEETS PARKS & GROUNDS MAINTENANCE 101 45202 01 530.00 Improvements Other Than Bldgs 670,144 288,771 109,398 263,101 125,000 125,000 101 45202 01 603.00 Principal on Leases/SBITAS - - - 18,541 - - 101 45202 01 612.00 Interest on Leases/SBITAS - - - 593 - - DEPARTMENT TOTALS 1,570,775 1,248,170 1,111,065 1,351,708 1,043,205 1,299,100 Page 311 of 349 Page 1 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments ----------------------- -------------- -------------------------------------------------- ----------------------------------- ----------------- ----------------- ----------------- ----------------- ----------------------------------------------------- 101 45100 101.00 Salaries & Benefits 863,674 939,123 1,065,763 1,099,288 1,197,200 1,251,000 All Salary Costs Inclusive of Salary, Taxes, PERA & Benefits 101 45100 102.00 Full-Time Overtime 1,633 3,481 4,071 6,697 5,000 5,000 101 45100 103.00 Part-Time Salaries & Benefits 220,218 247,409 276,179 283,730 308,500 313,000 101 45100 01 205.00 Drafting Supplies 300 435 500 361 500 500 101 45100 01 208.00 Miscellaneous Supplies 192 - - - - - 101 45100 01 209.00 Other Office Supplies 375 23 745 20 500 500 101 45100 01 211.00 Cleaning Supplies 4,468 4,356 4,561 5,096 4,500 4,500 101 45100 01 219.00 Other Operating Supplies 12,310 8,723 11,449 11,786 12,000 12,000 101 45100 01 221.00 Equipment Parts 6,012 8,096 10,842 10,579 8,000 10,000 101 45100 01 223.00 Building Repair Supplies 1,034 1,587 1,656 2,159 1,500 1,500 101 45100 01 225.00 Landscaping Materials - - - - - - 101 45100 01 229.00 Other Maintenance Supplies 2,913 2,919 13,161 2,280 3,000 3,000 Tournament Supplies 101 45100 01 312.00 Custodial Services 700 6,160 11,860 12,600 6,000 6,000 Custodial Services-Banquet Rm 101 45100 01 315.00 Special Programs - - - 37,286 52,600 52,600 Includes community events 101 45100 01 315.01 Movies/Concerts 7,419 11,057 5,929 - - - 101 45100 01 315.02 Leprechaun Days - 755 332 - - - 101 45100 01 315.03 Umore Maint. Agreement 2,156 2,339 - - - - 101 45100 01 315.04 Ground Pounders(Running) - 200 - - - - 101 45100 01 315.05 Nature Programs (Arbor Day) - - 283 - - - 101 45100 01 315.07 Special Events 3,926 11,038 13,095 - - - 101 45100 01 315.08 Adopt-A-Park Program 164 48 179 - - - 101 45100 01 315.09 Miscellaneous Programs 5,335 8,535 11,839 - - - 101 45100 01 315.11 Senior Programs 1,634 141 (83) - - - 101 45100 01 319.00 Other Professional Services 13,110 5,147 5,345 3,500 6,000 6,000 ADA Services/Eng.LA Serv Test 101 45100 01 321.00 Telephone Costs 4,112 3,918 6,931 10,049 7,000 8,000 Cellular Phones 101 45100 01 331.00 Travel Expense 10 - 198 149 1,000 1,000 101 45100 01 349.00 Other Advertising - 900 900 64,546 42,000 42,000 City Newsletter (3 Per Year) 101 45100 01 349.01 Brochures 33,235 35,099 47,022 - - - 101 45100 01 349.03 Special Marketing 1,110 5,600 4,480 - - - 101 45100 01 381.00 Electric Utilities 27,913 32,119 34,862 34,388 32,000 32,000 101 45100 01 383.00 Gas Utilities 15,315 20,090 29,418 14,947 25,000 20,000 101 45100 01 384.00 Refuse Disposal 2,774 2,774 2,844 2,899 3,200 3,200 101 45100 01 394.00 P.C. Software Purchases - - - 3,833 - - 101 45100 01 401.00 Contracted Building Repairs 7,031 13,808 4,271 12,368 8,000 8,000 101 45100 01 404.00 Contracted Mach & Equip Repairs 27,756 23,114 48,723 26,925 25,000 25,000 101 45100 01 409.00 Other Contracted Repair & Maint 26,919 19,250 18,060 17,100 18,000 18,000 Air Handler Maintenance Contract 101 45100 01 411.00 Contracted Snow Removal 19,230 14,296 24,716 27,141 22,000 22,000 Community Center 101 45100 01 412.00 Building Rental 36,960 20,160 20,160 20,160 22,000 15,000 Monthly Rent Payments to Guard 101 45100 01 415.00 Other Equipment Rental 24,421 40,732 44,515 46,052 28,000 35,000 Portable Toilets & WH Shelter 101 45100 01 433.00 Dues & Subscriptions - 606 336 15,908 17,000 20,000 MRPA, Paper, Magazines, Cartegraph,e 101 45100 01 433.01 MRPA Dues 2,124 1,619 1,699 - - - 101 45100 01 433.02 Miscellaneous 7,353 8,754 9,368 - - - 101 45100 01 433.03 On-Line Registrat'n Subscription 2,565 - 13,260 - - - 101 45100 01 437.00 Conferences & Seminars - 372 145 3,924 7,000 7,000 101 45100 01 437.01 MRPA State Conference 450 475 1,910 - - - 101 45100 01 437.03 Workshops, Schools, & Tuition 109 772 680 - - - 101 45100 01 439.00 Other Miscellaneous Charges 3,999 8,107 1 - - - 101 45100 01 530.00 Improvements Other Than Bldgs - - - - - - 101 45100 01 603.00 Principal on Leases/SBITAS - - - 8,900 - - 101 45100 01 612.00 Interest on Leases/SBITAS - - - 257 - - DEPARTMENT TOTALS 1,390,961 1,514,139 1,752,204 1,784,928 1,862,500 1,921,800 2025 BUDGET WORKSHEETS PARKS & RECREATION Page 312 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments ----------------------- -------------- -------------------------------------------------- ----------------------------------- ----------------- ----------------- ----------------- ----------------- ----------------------------------------------------- 2025 BUDGET WORKSHEETS PARKS & RECREATION 101 45100 30 103.00 Building Attendants 37,143 61,564 78,899 75,083 78,000 78,000 Salary, Taxes, PERA & Benefits 101 45100 30 211.00 Cleaning Supplies 464 1,597 3,054 5,593 3,500 3,500 101 45100 30 219.00 Other Operating Supplies 2,410 3,332 7,350 4,706 6,000 6,000 Events Supplies 101 45100 30 221.00 Equipment Parts 1,045 2,476 1,115 4,903 3,000 3,000 101 45100 30 223.00 Building Repair Supplies 1,595 702 4,861 5,860 4,000 4,000 101 45100 30 241.00 Small Tools 45 - - - - - 101 45100 30 242.00 Minor Equipment - - - - 1,000 1,000 101 45100 30 312.00 Custodial Services - 1,120 3,500 2,520 1,000 1,000 101 45100 30 321.00 Telephone Costs 570 476 497 529 500 500 101 45100 30 349.00 Other Advertising 900 900 900 900 900 900 101 45100 30 381.00 Electric Utilities 14,907 18,706 29,546 20,345 20,000 20,000 101 45100 30 383.00 Gas Utilities 3,357 3,087 4,916 4,072 5,000 5,000 101 45100 30 384.00 Refuse Disposal 775 901 970 791 900 900 101 45100 30 401.00 Contracted Building Repairs 2,514 12,199 15,529 15,312 4,000 4,000 101 45100 30 404.00 Contracted Mach & Equip Repairs 29,454 33,197 26,704 30,080 20,000 20,000 101 45100 30 409.00 Other Contracted Repairs & Main 701 - - - 2,500 2,500 101 45100 30 411.00 Contracted Snow Removal 6,794 5,171 7,341 8,089 10,000 10,000 Steeple Center 101 45100 30 415.00 Other Equipment Rental - - - - - - 101 45100 30 439.00 Other Miscellaneous Charges - - - - - - 101 45100 30 521.00 Building & Structure Purchases - - - - - - TOTAL STEEPLE CENTER EXPENDITURES: 102,675 145,427 185,183 178,783 160,300 160,300 PARKS & RECREATION - STEEPLE CENTER Page 313 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments ----------------------- -------------- -------------------------------------------------- ----------------------------------- ----------------- ----------------- ----------------- ----------------- ----------------------------------------------------- 2025 BUDGET WORKSHEETS PARKS & RECREATION 101 45100 81 Softball - 480 - - - - 101 45100 81 103.00 Part-Time Salaries - - - - - - 101 45100 81 219.00 Operating Supplies -480 - - - - 101 45100 81 311.00 Officiating Fees --- - - - 101 45100 81 319.00 Other Professional Services --- - - - 101 45100 84 Tennis - 1,191 1,011 1,313 2,200 2,200 101 45100 84 103.00 Part-Time Salaries -1,191 1,011 1,313 1,700 1,700 101 45100 84 219.00 Operating Supplies --- - 500 500 101 45100 84 311.00 Officiating Fees --- - - - 101 45100 84 319.00 Other Professional Services --- - - - 101 45100 87 Senior Programs 3,713 10,614 22,146 38,434 14,000 14,000 101 45100 87 103.00 Part-Time Salaries - - - - - - 101 45100 87 219.00 Operating Supplies 38,434 14,000 101 45100 87 219.01 Youth/Teen Trips Supplies - - - - - - 101 45100 87 219.02 Adult/Senior Supplies 3,713 10,614 22,146 -14,000 - 101 45100 87 311.00 Officiating Fees - - - - - - 101 45100 87 319.00 Other Professional Services - - - - - - 101 45100 90 Run for the Gold - 3,300 5,093 4,779 6,000 6,000 101 45100 90 103.00 Part-Time Salaries - - - - - - 101 45100 90 219.00 Operating Supplies -3,300 5,093 4,779 6,000 6,000 101 45100 90 311.00 Officiating Fees --- - - - 101 45100 90 319.00 Other Professional Services --- - - - 101 45100 91 Camps 9,765 46,957 49,265 65,242 50,000 50,000 101 45100 91 103.00 Part-Time Salaries 7,116 21,807 13,064 31,635 20,000 20,000 101 45100 91 219.00 Operating Supplies 2,649 25,150 36,200 33,607 30,000 30,000 101 45100 91 311.00 Officiating Fees - - - - - - 101 45100 91 319.00 Other Professional Services - - - - - - 101 45100 92 Adult Basketball - - - - - - 101 45100 92 103.00 Part-Time Salaries - - - - - - 101 45100 92 219.00 Operating Supplies - - - - 600 600 101 45100 92 311.00 Officiating Fees - - - - - - 101 45100 92 319.00 Other Professional Services - - - - - - 101 45100 93 Other Programs 8,109 15,921 23,720 26,886 23,000 23,000 101 45100 93 103.00 Part-Time Salaries -2,839 2,387 -5,000 5,000 101 45100 93 219.00 Operating Supplies 8,109 13,082 21,333 26,886 18,000 18,000 101 45100 93 311.00 Officiating Fees - - - - - - 101 45100 93 319.00 Other Professional Services - - - - - - 101 45100 95 T-Ball - 2,177 2,729 3,313 3,000 3,000 101 45100 95 103.00 Part-Time Salaries -1,303 1,947 2,576 2,000 2,000 101 45100 95 219.00 Operating Supplies -874 782 737 1,000 1,000 101 45100 95 311.00 Officiating Fees --- - - - 101 45100 95 319.00 Other Professional Services --- - - - 101 45100 96 Adult Enrichment - - - - - - 101 45100 96 103.00 Part-Time Salaries - - - - - - 101 45100 96 219.00 Operating Supplies - - - - 500 500 101 45100 96 311.00 Officiating Fees - - - - - - 101 45100 96 319.00 Other Professional Services - - - - - - 101 45100 97 Adult Exercise Classes -620 - - - - 101 45100 97 103.00 Part-Time Salaries - - - - - - 101 45100 97 219.00 Operating Supplies -620 - - 500 500 101 45100 97 311.00 Officiating Fees --- - - - 101 45100 97 319.00 Other Professional Services --- - - - 101 45100 98 Youth Soccer Lessons - 2,198 2,851 4,374 2,800 2,800 101 45100 98 103.00 Part-Time Salaries -1,356 1,923 3,258 1,800 1,800 101 45100 98 219.00 Operating Supplies -841 927 1,116 1,000 1,000 101 45100 98 311.00 Officiating Fees --- - - - 101 45100 98 319.00 Other Professional Services --- - - - TOTAL SPECIAL PROGRAMS EXPENDITURES: 21,587 83,459 106,814 144,341 101,000 101,000 GRAND TOTAL PARKS & RECREACTION: 1,515,223 1,743,025 2,044,202 2,108,052 2,123,800 2,183,100 PARKS & RECREATION - SPECIAL PROGRAMS Page 314 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments ------------------- --------- ------------------------------------------------- ---------------------------------- ---------------- ---------------- ---------------- ---------------- --------------------------------------------------- 101 49300 01 710.00 Transfers 130,000 130,000 130,000 1,100,000 130,000 130,000 2023 includes excess fund balance 101 49300 01 720.00 Transfers 135,000 - - - - - DEPARTMENT TOTALS 265,000 130,000 130,000 1,100,000 130,000 130,000 2025 BUDGET WORKSHEETS OTHER FINANCING USES Page 315 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments ------------------- ------------- ------------------------------------------------- ---------------------------------- ---------------- ---------------- ---------------- ---------------- --------------------------------------------------- 206 31010.00 Current Ad Valorem Taxes 425,000 450,000 450,000 450,000 500,000 550,000 206 33100.00 Federal Grants & Aids - - - - - - 206 36210.00 Interest Earnings-Investments - - 3,132 1,330 700 1,200 206 36215.00 Interest Earnings 230 58 23 - - - 206 36260.00 Other Revenue 29,565 57,689 41,278 30,306 30,000 30,000 Insurance Refunds/Dividends 206 36275.00 Refunds & Reimbursements - - - 39,754 - - 206 39201.00 Transfer from General Fund - - 100,000 300,000 - - DEPARTMENT REVENUES 454,795 507,746 594,433 821,390 530,700 581,200 206 49006 01 221.00 Equipment Parts - 2,118 29,570 22,245 1,000 10,000 Liability & Auto Deductible Pymts 206 49006 01 304.00 Legal Fees - - 6,711 - 1,000 1,000 Unreimbursable Legal Fees 206 49006 01 305.00 Medical & Dental Fees 6,244 10,781 14,255 18,214 11,000 15,000 Work Comp Deductible Pymts 206 49006 01 317.00 General Fund Administrative Fees 2,500 2,500 2,500 2,500 2,500 2,500 Yearly Fee Per Policy F-3 206 49006 01 319.00 Other Professional Services - - - 10,145 20,000 10,000 206 49006 01 319.01 Risk Management Consultant 4,500 - - - - - 206 49006 01 319.02 Safe Assure Consultant 9,333 9,520 10,377 - - - 206 49006 01 365.00 Worker's Compensation Insurance 240,843 264,939 291,841 433,159 300,000 450,000 Annual Premium 206 49006 01 369.00 Other Insurance 135,574 154,176 148,608 144,602 155,000 155,000 Annual Premium-General Liability 206 49006 01 403.00 Contracted R & M-Other Impr.- - - - - - 206 49006 01 409.00 Other Contracted Repair & Maint 37,429 22,505 58,505 122,066 40,000 40,000 Liability & Auto Deductible Pymts 206 49006 01 436.00 Towing Charges - - 1,103 - - - _ 206 49006 01 439.00 Other Miscellaneous Charges - - 100 - - - _ 206 49006 01 550.00 Motor Vehicle Purchases - - - - - - DEPARTMENT EXPENDITURES 436,424 466,538 563,570 752,932 530,500 683,500 2025 BUDGET WORKSHEETS INSURANCE Page 316 of 349 Page 1 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments ------------------- ------------- ------------------------------------------------- ---------------------------------- ---------------- ---------------- ---------------- ---------------- --------------------------------------------------- 201 31010.00 Current Ad Valorem Taxes 112,000 168,000 170,900 170,900 170,900 130,900 Operating Levy 201 31050.00 Tax Increments - - - - - - Admin Fees Portion Only 201 32280.00 Fiber License Fees 1,200 1,200 1,500 1,200 1,200 1,200 201 33130.00 Federal Grants-CDBG - - - - - - 201 33425.00 Other State Grants & Aids - - - - - - LCA Grant-Land/Bldg Acquisition 201 33620.00 Other County Grants & Aids - - 109,555 - - - 201 34109.00 Other Charges for Services (2,675) 14,900 6,950 11,550 12,000 12,000 Business Expo 201 36210.00 Interest Earnings - Investments 3,405 452 8,042 13,261 2,300 2,300 201 36215.00 Interest Earnings 502 129 57 201 36230.00 Contributions/Donations - - - - - - 201 36260.00 Other Revenue - - 2,880 - - - 201 36275.00 Refunds and Reimbursements - - - 19,273 - - 201 39101.00 Sales of General Fixed Assets 15,000 - - - - - DEPARTMENT REVENUES 129,432 184,681 299,884 216,184 186,400 146,400 201 46300 02 101.00 Salaries & Benefits 1,072 78,954 83,658 88,671 96,700 103,800 All Salary Costs Inclusive of Salary, Taxes, PERA & Benefits 201 46300 99 103.00 Salaries & Benefits 3,287 2,950 2,425 2,713 4,000 4,000 201 46300 01 209.00 Other Office Supplies - 1,342 - 108 - 100 201 46300 01 219.00 Other Operating Supplies 5,254 10,969 8,719 10,379 12,000 12,000 Business Expo 201 46300 01 303.00 Engineering Fees - - - - - - 201 46300 01 304.00 Legal Fees - - - 5,574 5,000 5,000 201 46300 01 317.00 General Fund Administrative Fees 6,000 6,000 6,000 6,000 6,000 6,000 Yearly Fee Per Policy F-3 201 46300 01 319.00 Other Professional Services - - 3,696 40,471 45,500 15,500 Downtown Façade Grants/SAC Grants 201 46300 01 319.02 Marketing - REDE - City Share 12,500 11,637 15,869 - - - 201 46300 01 319.05 Other Consultants 2,856 - 1,031 - - - 201 46300 01 319.06 Grant Reimbursement Expenses - 5,000 132,635 - - - 201 46300 01 319.07 Retail Strategies 33,920 26,580 - - - - 201 46300 01 319.08 Open to Business (OTB) - - 5,200 - - - 201 46300 01 322.00 Postage Costs - - - - - - 201 46300 01 331.00 Travel Expense - 74 277 56 500 500 201 46300 01 349.00 Other Advertising 10,006 15,001 2,880 2,565 15,000 10,000 Additional Marketing Opportunities 201 46300 01 359.00 Other Printing & Binding Costs - - - 76 200 500 Vision boards, displays etc 201 46300 01 365.00 Workers Comp Insurance 139 340 2,585 3,839 200 3,839 Commissioners 201 46300 01 369.00 Other Insurance 560 643 667 722 600 600 Property Insurance 201 46300 01 381.00 Electric Utilities 186 226 270 256 400 400 Business Park & Other Properties 201 46300 01 383.00 Gas Utilities - - - - - - Other Properties 201 46300 01 389.00 Other Utility Services - - - - 1,000 1,000 Utility Fees / Fiber Maintenance 201 46300 01 403.00 Contracted Repairs & Maintenance - - - - 2,000 2,000 Contracts for Fiber 201 46300 01 433.00 Dues & Subscriptions - - - 14,059 2,500 15,000 Prof Organizations/Journals 201 46300 01 433.01 Professional Organizations/Journals 1,063 91 1,613 - - - 201 46300 01 437.00 Conferences & Seminars 2,681 2,650 2,146 3,565 5,000 5,000 EDAM/DEED/IEDC 201 46300 01 439.00 Other Miscellaneous Charges 30 - 445 358 500 500 201 46300 01 521.00 Building & Structure Purchases - - - - - - 201 46300 01 525.00 Building & Structure Purchases - - - - - - 201 46300 01 530.00 Improvements Other Than Bldgs - - - - - - 201 46300 01 710.00 Transfers - - - - - - DEPARTMENT EXPENDITURES 79,554 162,457 270,117 179,413 197,100 185,739 2025 BUDGET WORKSHEETS PORT AUTHORITY Page 317 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments --------------------- ---------------- -------------------------------------------------- ----------------------------------- ----------------- ----------------- ----------------- ----------------- ----------------------------------------------------- 241 31010.00 Current Ad Valorem Taxes - - - - - - 241 31050.00 Tax Increments - - - 127,362 400,000 400,000 241 33400.00 State Grants & Aids - - - - - - 241 33425.00 Other State Grants & Aids - - - - - - 241 33620.00 Other County Grants & Aids - - - - - - 241 36210.00 Interest Earnings - Investments - - - 207 - - 241 36220.00 Rents & Royalties - - - - - - 241 36230.00 Other Revenue - - - - - - 241 36260.00 Contribution/Donation-Private - - - - - - 241 39101.00 Sale of General Fixed Assets - - - - - - 241 39310.00 Bond Proceeds - - - - - - DEPARTMENT REVENUES - - - 127,569 400,000 400,000 241 49041 01 303.00 Engineering Fees - - - - - - 241 49041 01 304.00 Legal Fees - 1,850 2,251 - - - 241 49041 01 319.00 Other Professional Services - - - 2,328 18,000 18,000 County TIF Charges 241 49041 01 510.00 Land Purchases - - - - - - 241 49041 01 522.00 Building & Structure Purchases - - - - - - 241 49041 01 530.00 Improvements Other Than Buildings - - - - - - 241 49041 01 533.00 Improvements Other Than Buildings - - - - - - 241 49041 01 536.00 Improvements Other Than Buildings - - - - - - 241 49041 01 538.00 Improvements Other Than Buildings - - - - - - 241 49041 01 601.00 Principal on The Morrison PAYG - - - - 157,044 161,231 The Morrison Pay-As-You-Go 241 49041 01 611.00 Interest on The Morrison PAYG - - - 60,497 157,044 161,231 The Morrison Pay-As-You-Go 241 49041 01 710.00 Transfers - - - 135 -- P & I for 2008A & 2015A Issues DEPARTMENT EXPENDITURES - 1,850 2,251 62,960 332,087 340,462 2025 BUDGET WORKSHEETS KEN ROSE DISTRICT (0136) Page 318 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments ------------------ ------------- ------------------------------------------------- ---------------------------------- ---------------- ---------------- ---------------- ---------------- --------------------------------------------------- 242 31010.00 Current Ad Valorem Taxes - - - - - - 242 31050.00 Tax Increments 959,586 1,076,647 1,138,526 1,192,601 1,135,000 1,200,000 242 33400.00 State Grants & Aids - - - - - - 242 33425.00 Other State Grants & Aids - - - - - - 242 33620.00 Other County Grants & Aids - - - - - - 242 36210.00 Interest Earnings - Investments 18,598 3,693 23,977 10,533 10,000 10,000 242 36215.00 Interest Earnings 902 354 215 - - - 242 36220.00 Rents & Royalties - - - - - - 242 36230.00 Other Revenue - - - - - - 242 36260.00 Contribution/Donation-Private - - - - - - 242 39101.00 Sale of General Fixed Assets - - - - - - 242 39310.00 Bond Proceeds - - - - - - DEPARTMENT REVENUES 979,087 1,080,694 1,162,718 1,203,134 1,145,000 1,210,000 242 49042 01 303.00 Engineering Fees - - - - - - 242 49042 01 304.00 Legal Fees - - 333 - - - 242 49042 01 319.00 Other Professional Services 14,734 16,504 17,034 17,798 20,000 20,000 County TIF Charges 242 49042 01 351.00 Legal Notices Publishing - - - 139 - - 242 49042 01 510.00 Land Purchases 600,000 - - - - - 242 49042 01 522.00 Building & Structure Purchases - - - - - - 242 49042 01 530.00 Improvements Other Than Buildings - - - - - - 242 49042 01 533.00 Improvements Other Than Buildings - - - - - - 242 49042 01 536.00 Improvements Other Than Buildings - - - - - - 242 49042 01 538.00 Improvements Other Than Buildings - - - - - - 242 49042 01 601.00 Principal on Waterford PAYG 70,480 63,425 75,513 79,610 86,339 85,008 Waterford Pay-As-You-Go 242 49042 01 611.00 Interest on Waterford PAYG 59,557 56,418 53,086 49,224 45,096 41,226 Waterford Pay-As-You-Go 242 49042 01 710.00 Transfers 600,000 600,000 2,400,000 506,114 475,000 450,000 P & I for 2008A & 2015A Issues DEPARTMENT EXPENDITURES 1,344,771 736,347 2,545,966 652,885 626,435 596,234 2025 BUDGET WORKSHEETS DOWNTOWN/BROCKWAY DISTRICT (0108) Page 319 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments --------------------- ---------------- -------------------------------------------------- ----------------------------------- ----------------- ----------------- ----------------- ----------------- ----------------------------------------------------- 243 31010.00 Current Ad Valorem Taxes - - - - - - 243 31050.00 Tax Increments - - - 28,617 400,000 400,000 243 33400.00 State Grants & Aids - - - - - - 243 33425.00 Other State Grants & Aids - - - - - - 243 33620.00 Other County Grants & Aids - - - - - - 243 36210.00 Interest Earnings - Investments - - - 181 - - 243 36220.00 Rents & Royalties - - - - - - 243 36230.00 Other Revenue - - - - - - 243 36260.00 Contribution/Donation-Private - - - - - - 243 39101.00 Sale of General Fixed Assets - - - - - - 243 39207.00 Transfer from TIF Fund - - - 27,620 - - 243 39310.00 Bond Proceeds - - - - - - DEPARTMENT REVENUES - - - 56,418 400,000 400,000 243 49043 01 303.00 Engineering Fees - - - - - - 243 49043 01 304.00 Legal Fees - - - 3,512 - - 243 49043 01 319.00 Other Professional Services - - - 1,435 18,000 18,000 County TIF Charges 243 49043 01 510.00 Land Purchases - - - - - - 243 49043 01 522.00 Building & Structure Purchases - - - - - - 243 49043 01 530.00 Improvements Other Than Buildings - - - - - - 243 49043 01 533.00 Improvements Other Than Buildings - - - - - - 243 49043 01 536.00 Improvements Other Than Buildings - - - - - - 243 49043 01 538.00 Improvements Other Than Buildings - - - - - - 243 49043 01 601.00 Principal on Osprey PAGO - - - - 75,000 75,000 243 49043 01 611.00 Interest on Osprey PAGO - - - 14,040 75,000 75,000 243 49043 01 710.00 Transfers - - - 1,463,826 -- 2023 established interfund loan DEPARTMENT EXPENDITURES - - - 1,482,813 168,000 168,000 2025 BUDGET WORKSHEETS OSPREY DISTRICT (0143) Page 320 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments --------------------- ---------------- -------------------------------------------------- ----------------------------------- ----------------- ----------------- ----------------- ----------------- ----------------------------------------------------- 381 31010.00 Current Ad Valorem Taxes - - - - - - 381 31050.00 Tax Increments - - - - - - 381 36101.00 Principal - Special Assessments - - - - - - 381 36102.00 Penalties & Interest - S/A - - - - - - 381 36210.00 Interest Earnings - Investments 5,636 447 10,449 (1,959) - - 381 36215.00 Interest Earnings 166 78 41 - - - 381 39201.00 Transfer From General Fund - - - - - - 381 39202.00 Contribution From Enterprises - - - - - - 381 39203.00 Transfer From________________- - - - - - 381 39204.00 Transfer From Water Core - - - - - - 381 39205.00 Transfer From Sewer Core - - - - - - 381 39206.00 Transfer From Storm Core - - - - - - 381 39207.00 Transfer From Port Authority 400,000 400,000 200,000 317,453 325,000 - 381 39310.00 Bond Proceeds - - - - - - DEPARTMENT REVENUES 405,802 400,524 210,490 315,494 325,000 - 381 47000 01 317.00 General Fund Admin Fees - - - - - - 381 47000 01 319.00 Other Professional Services - - - - - - 381 47000 01 601.00 Bond Principal 270,000 285,000 300,000 315,000 295,000 -2024 Final Pay Year 381 47000 01 611.00 Bond Interest 72,644 57,888 41,800 24,888 8,113 - 381 47000 01 621.00 Bond Paying Agent Fees 500 500 943 750 1,250 - 381 47000 01 710.00 Transfers - - 175,000 - - - DEPARTMENT EXPENDITURES 343,144 343,388 517,743 340,638 304,363 - 2025 BUDGET WORKSHEETS DEBT SERVICE FUND 381 - G.O. TAXABLE TIF 2008A Page 321 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments --------------------- ---------------- -------------------------------------------------- ----------------------------------- ----------------- ----------------- ----------------- ----------------- ----------------------------------------------------- 330 31010.00 Current Ad Valorem Taxes - - - - --Remainder Paid via Fund Balance 330 36101.00 Principal - Special Assessments 8,528 - - - - - 330 36101.01 Principal - Special Assessments - 8,272 8,017 7,761 - - 330 36102.00 Penalties & Interest - S/A - - - - - - 330 36210.00 Interest Earnings - Investments 14,949 7,439 9,442 14,323 1,900 - 330 36215.00 Interest Earnings 60 10 46 - - - 330 39201.00 Transfer From General Fund - - - - - - 330 39202.00 Contribution From Enterprises - - - - - - 330 39203.00 Transfer From________________- - - - - - 330 39204.00 Transfer From Water Core 71,000 70,000 68,000 68,000 62,000 - 330 39205.00 Transfer From Sewer Core - - - - - - 330 39206.00 Transfer From Storm Core - - - - - - 330 39208.00 Transfer From Street CIP - - - - - - 330 39310.00 Bond Proceeds - - - - - - DEPARTMENT REVENUES 94,537 85,722 85,504 90,084 63,900 - 330 47000 01 317.00 General Fund Admin Fees - - - - - - 330 47000 01 319.00 Other Professional Services - - - - - - 330 47000 01 601.00 Bond Principal 410,000 80,000 80,000 85,000 85,000 90,000 2025 Final Pay Year 330 47000 01 611.00 Bond Interest 11,520 8,095 6,575 5,008 3,180 1,080 330 47000 01 621.00 Bond Paying Agent Fees 500 500 993 750 4,000 4,000 Fiscal agent, arbitrage, & CD services 330 47000 01 710.00 Transfers - - - - - - DEPARTMENT EXPENDITURES 422,020 88,595 87,568 90,758 92,180 95,080 2025 BUDGET WORKSHEETS DEBT SERVICE FUND 330 - G.O. IMPROVEMENT BONDS, 2014A Page 322 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments --------------------- ---------------- -------------------------------------------------- ----------------------------------- ----------------- ----------------- ----------------- ----------------- ----------------------------------------------------- 612 31010.00 Current Ad Valorem Taxes - - - - - - 612 36101.00 Principal - Special Assessments - - - - - - 612 36102.00 Penalties & Interest - S/A - - - - - - 612 36210.00 Interest Earnings - Investments - - 455 - - - 612 36215.00 Interest Earnings 61 9 3 883 - - 612 39201.00 Transfer From General Fund - - - - - - 612 39202.00 Contribution From Enterprises - - - - - - 612 39203.00 Transfer From________________- - - - - - 612 39204.00 Transfer From Water Core 180,000 176,000 178,000 360,000 180,000 160,000 612 39205.00 Transfer From Sewer Core - - - - - - 612 39206.00 Transfer From Storm Core - - - - - - 612 39207.00 Transfer From Port Authority - - - - - - 612 39310.00 Bond Proceeds - - - - - - DEPARTMENT REVENUES 180,061 176,009 178,458 360,883 180,000 160,000 612 47000 01 317.00 General Fund Admin Fees - - - - - - 612 47000 01 319.00 Other Professional Services - - - - - - 612 47000 01 601.00 Bond Principal 145,000 - - - 165,000 165,000 2026 Final Pay Year 612 47000 01 611.00 Bond Interest 19,292 14,865 11,046 6,658 12,154 7,451 612 47000 01 614.00 Amortization of Bond Discount - - - - - - 612 47000 01 621.00 Bond Paying Agent Fees 500 500 993 750 1,250 1,250 Fiscal agent, arbitrage, & CD services 612 47000 01 710.00 Transfers - - - - - - DEPARTMENT EXPENDITURES 164,792 15,365 12,039 7,408 178,404 173,701 2025 BUDGET WORKSHEETS DEBT SERVICE FUND 612 - G.O. UTILITY REVENUE BONDS, 2015A Page 323 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments --------------------- ---------------- -------------------------------------------------- ----------------------------------- ----------------- ----------------- ----------------- ----------------- ----------------------------------------------------- 384 31010.00 Current Ad Valorem Taxes - - - - - - 384 36101.00 Principal - Special Assessments - - - - - - 384 36210.00 Interest Earnings - Investments 4,190 670 8,539 -1,900 500 384 36215.00 Interest Earnings 110 44 56 (579)-- 384 36260.00 Other Revenue - - - - - - 384 39101.00 Sale of General Fixed Assets - - - - - - 384 39201.00 Transfer From General Fund - - - - - - 384 39202.00 Contribution From Enterprises - - - - - - 384 39203.00 Transfer From________________- - - - - - 384 39204.00 Transfer From Water Core - - - - - - 384 39205.00 Transfer From Sewer Core - - - - - - 384 39206.00 Transfer From Storm Core - - - - - - 384 39207.00 Transfer From Port Authority 200,000 200,000 100,000 188,661 150,000 450,000 384 39310.00 Bond Proceeds - - - - - - DEPARTMENT REVENUES 204,300 200,714 108,595 188,083 151,900 450,500 384 47000 01 317.00 General Fund Admin Fees - - - - - - 384 47000 01 319.00 Other Professional Services - - - - - - 384 47000 01 601.00 Bond Principal 15,000 15,000 15,000 15,000 50,000 365,000 2032 Final Pay Year 384 47000 01 611.00 Bond Interest 89,525 89,075 88,625 88,175 87,200 80,975 384 47000 01 621.00 Bond Paying Agent Fees 450 450 943 700 1,250 1,250 Fiscal agent, arbitrage, & CD services 384 47000 01 710.00 Transfers - - 445,000 - - - DEPARTMENT EXPENDITURES 104,975 104,525 549,568 103,875 138,450 447,225 2025 BUDGET WORKSHEETS DEBT SERVICE FUND 384 - G.O. PORT AUTHORITY TAX INCREMENT REFUNDING BONDS, 2015A (2008B) Page 324 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments --------------------- ---------------- -------------------------------------------------- ----------------------------------- ----------------- ----------------- ----------------- ----------------- ----------------------------------------------------- 302 31010.00 Current Ad Valorem Taxes 180,941 177,004 183,172 183,803 183,855 - 302 36101.00 Principal - Special Assessments - - - - - - 302 36102.00 Penalties & Interest - S/A - - - - - - 302 36210.00 Interest Earnings - Investments 997 -5,361 6,593 900 - 302 36215.00 Interest Earnings 103 71 22 - - - 302 39201.00 Transfer From General Fund - - - - - - 302 39202.00 Contribution From Enterprises - - - - - - 302 39203.00 Transfer From________________ 79,851 - - - - - 302 39204.00 Transfer From Water Core - - - - - - 302 39205.00 Transfer From Sewer Core - - - - - - 302 39206.00 Transfer From Storm Core - - - - - - 302 39207.00 Transfer From Port Authority - - - - - - 302 39310.00 Bond Proceeds - - - - - - DEPARTMENT REVENUES 261,892 177,075 188,555 190,396 184,755 - 302 47000 01 317.00 General Fund Admin Fees - - - - - - 302 47000 01 319.00 Other Professional Services - - - - - - 302 47000 01 601.00 Bond Principal 140,000 150,000 150,000 160,000 165,000 170,000 2025 Final Pay Year 302 47000 01 611.00 Bond Interest 24,075 20,450 16,513 12,250 7,575 2,550 302 47000 01 621.00 Bond Paying Agent Fees 500 500 993 750 1,250 1,250 Fiscal agent, arbitrage, & CD services 302 47000 01 710.00 Transfers - - - - - - DEPARTMENT EXPENDITURES 164,575 170,950 167,505 173,000 173,825 173,800 2025 BUDGET WORKSHEETS DEBT SERVICE FUND 302 - G.O. CAPITAL IMPROVEMENT PLAN (CIP) REFUNDING BONDS, 2015B (OLD 2005A) Page 325 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments --------------------- ---------------- -------------------------------------------------- ----------------------------------- ----------------- ----------------- ----------------- ----------------- ----------------------------------------------------- 332 31010.00 Current Ad Valorem Taxes - - - - - - 332 36101.00 Principal - Special Assessments 990,466 - - - - - 332 36101.01 Principal - Special Assessments - 4,705 - - - - 332 36101.04 Principal - Special Assessments - 8,358 - - - - 332 36102.00 Penalties & Interest - S/A --- - - - 332 36210.00 Interest Earnings - Investments 11,967 4,341 710 (105)-- 332 36215.00 Interest Earnings 55 11 4 --- 332 39201.00 Transfer From General Fund - - - - - - 332 39202.00 Contribution From Enterprises - - - - - - 332 39203.00 Transfer From________________- - - - - - 332 39204.00 Transfer From Water Core - - - - - - 332 39205.00 Transfer From Sewer Core - - - - - - 332 39206.00 Transfer From Storm Core - - - - - - 332 39208.00 Transfer From Street CIP - - - - - - 332 39310.00 Bond Proceeds - - - - - - DEPARTMENT REVENUES 1,002,488 17,415 714 (105)-- 332 47000 01 317.00 General Fund Admin Fees - - - - - - 332 47000 01 319.00 Other Professional Services - - - - - - 332 47000 01 601.00 Bond Principal 140,000 160,000 170,000 180,000 185,000 -2024 Final Pay Year 332 47000 01 611.00 Bond Interest 38,250 30,750 22,500 13,750 4,625 - 332 47000 01 621.00 Bond Paying Agent Fees 500 500 993 4,500 5,250 - 332 47000 01 710.00 Transfers - - - - - - DEPARTMENT EXPENDITURES 178,750 191,250 193,493 198,250 194,875 - 2025 BUDGET WORKSHEETS DEBT SERVICE FUND 332 - G.O. IMPROVEMENT BONDS, 2018A Page 326 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments --------------------- ---------------- -------------------------------------------------- ----------------------------------- ----------------- ----------------- ----------------- ----------------- ----------------------------------------------------- 382 31010.00 Current Ad Valorem Taxes - - - - 666,658 1,247,689 382 36101.00 Principal - Special Assessments - - - - 33,600 33,600 382 36101.01 Principal - Special Assessments - - - - - - 382 36101.04 Principal - Special Assessments - - - - - - 382 36101.06 City Payment before Certification - - - 80,000 - - 382 36102.00 Penalties & Interest - S/A - - - - - - 382 36210.00 Interest Earnings - Investments - - - 26,717 - - 382 39201.00 Transfer From General Fund - - - - - - 382 39202.00 Contribution From Enterprises - - - - - - 382 39203.00 Transfer From________________- - - 283,703 - - 382 39204.00 Transfer From Water Utility - - - - 539,425 558,925 382 39205.00 Transfer From Sewer Utility - - - - 546,950 571,325 382 39206.00 Transfer From Storm Utility - - - - 122,775 122,775 382 39208.00 Transfer From Street CIP - - - - - - 382 39310.00 Bond Proceeds - - - 2,020,000 - - DEPARTMENT REVENUES - - - 2,410,420 1,909,408 2,534,314 382 47000 01 304.00 Legal Fees - - - 35,566 - - 382 47000 01 319.00 Other Professional Services - - - 135,916 - - 382 47000 01 601.00 Bond Principal - - - - -45,000 382 47000 01 611.00 Bond Interest - - - - -2,711,300 382 47000 01 621.00 Bond Paying Agent Fees - - - 25,242 5,000 5,000 Fiscal agent, arbitrage, & CD services 382 47000 01 710.00 Transfers - - - - - - DEPARTMENT EXPENDITURES - - - 196,724 5,000 2,761,300 2025 BUDGET WORKSHEETS DEBT SERVICE FUND 382 - G.O. IMPROVEMENT BONDS, 2023A Page 327 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments --------------------- ---------------- -------------------------------------------------- ----------------------------------- ----------------- ----------------- ----------------- ----------------- ----------------------------------------------------- 301 31010.00 Current Ad Valorem Taxes - - - - - - 301 36101.00 Principal - Special Assessments - - - - - - 301 36101.01 Principal - Special Assessments - - - - - - 301 36101.04 Principal - Special Assessments - - - - - - 301 36102.00 Penalties & Interest - S/A - - - - - - 301 36210.00 Interest Earnings - Investments - - - 18,204 - - 301 36220.00 Rents & Royalties - - - - -1,424,722 Rent begins 1/1/25 301 39201.00 Transfer From General Fund - - - - - - 301 39202.00 Contribution From Enterprises - - - - - - 301 39203.00 Transfer From________________- - - 67,522 - - 301 39204.00 Transfer From Water Core - - - - - - 301 39205.00 Transfer From Sewer Core - - - - - - 301 39206.00 Transfer From Storm Core - - - - - - 301 39208.00 Transfer From Street CIP - - - - - - 301 39310.00 Bond Proceeds - - - 1,801,828 - - DEPARTMENT REVENUES - - - 1,887,554 -1,424,722 301 47000 01 304.00 Legal Fees - - - 16,110 - - 301 47000 01 319.00 Other Professional Services - - - 49,983 - - 301 47000 01 601.00 Bond Principal - - - - - - 301 47000 01 611.00 Bond Interest - - - - 1,165,889 1,271,879 301 47000 01 621.00 Bond Paying Agent Fees - - - 10,226 5,000 5,000 Fiscal agent, arbitrage, & CD services 301 47000 01 710.00 Transfers - - - - - - DEPARTMENT EXPENDITURES - - - 76,319 1,170,889 1,276,879 2025 BUDGET WORKSHEETS DEBT SERVICE FUND 301 (LT) - G.O. PA IMPROVEMENT BONDS, 2023B Page 328 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments --------------------- ---------------- -------------------------------------------------- ----------------------------------- ----------------- ----------------- ----------------- ----------------- ----------------------------------------------------- 303 31010.00 Current Ad Valorem Taxes - - - - - - 303 34150.00 SKB User Fees - C & D Cells - - - 414,707 2,000,000 2,000,000 303 34152.00 SKB User Fees - MSW Ash Charges - - - 133,727 - - 303 34153.00 SKB User Fees - Base Charges - - - 1,747,856 - - 303 36101.00 Principal - Special Assessments - - - - - - 303 36101.01 Principal - Special Assessments - - - - - - 303 36101.04 Principal - Special Assessments - - - - - - 303 36102.00 Penalties & Interest - S/A - - - - - - 303 36210.00 Interest Earnings - Investments - - - 19,803 - - 303 39201.00 Transfer From General Fund - - - - - - 303 39202.00 Contribution From Enterprises - - - - - - 303 39203.00 Transfer From________________- - - 58,137 - - 303 39204.00 Transfer From Water Core - - - - - - 303 39205.00 Transfer From Sewer Core - - - - - - 303 39206.00 Transfer From Storm Core - - - - - - 303 39208.00 Transfer From Street CIP - - - - - - 303 39310.00 Bond Proceeds - - - - - - DEPARTMENT REVENUES - - - 2,374,229 2,000,000 2,000,000 303 47000 01 307.00 Legal Fees - - - 13,890 - - 303 47000 01 319.00 Other Professional Services - - - 43,076 - - 303 47000 01 601.00 Bond Principal - - - - -335,000 303 47000 01 611.00 Bond Interest - - - - 996,930 1,087,560 303 47000 01 621.00 Bond Paying Agent Fees - - - 8,830 5,000 5,000 Fiscal agent, arbitrage, & CD services 303 47000 01 710.00 Transfers - - - - - - DEPARTMENT EXPENDITURES - - - 65,796 1,001,930 1,427,560 2025 BUDGET WORKSHEETS DEBT SERVICE FUND 303 (City) - G.O. PA IMPROVEMENT BONDS, 2023B Page 329 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments --------------------- ---------------- -------------------------------------------------- ----------------------------------- ----------------- ----------------- ----------------- ----------------- ----------------------------------------------------- 202 31010.00 Current Ad Valorem Taxes - - - - - - 202 33100.00 Federal Grants & Aids - - - - - - 202 33425.00 Other State Grants & Aids 26,877 - - - - - 202 34150.00 SKB User Fees - C & D Cells 529,125 513,253 514,515 - - - 202 34151.00 SKB User Fees - Excess Trust - - - - - - 202 34152.00 SKB User Fees - MSW Ash 96,830 98,712 112,164 - - - 202 34153.00 SKB User Fees - Base Charges 1,230,097 1,365,420 1,426,938 - - - 202 36101.00 Principal - Special Assessments - - - - - - 202 36102.00 Penalties & Interest - S/A - - - - - - 202 36210.00 Interest Earnings - Investments 48,596 (53,680) (238,400) 295,679 20,000 20,000 202 36215.00 Interest Earnings 3,954 1,444 452 - - - 202 36230.00 Contributions/Donations - - - - - - 202 36260.00 Other Revenue - - - - - - 202 39201.00 Transfer From General Fund - - - 370,000 - - DEPARTMENT REVENUES 1,935,477 1,925,148 1,815,670 665,679 20,000 20,000 202 49002 01 304.00 Legal Fees - - - 338 - - 202 49002 01 317.00 General Fund Administrative Fees 2,500 2,500 2,500 2,500 2,500 2,500 Yearly Fee Per Policy F-3 202 49002 01 319.00 Other Professional Services - - - - - - 202 49002 01 510.00 Land Purchases 20,102 -100,000 1,952,230 -- 2023 includes Life Time 202 49002 01 521.00 Building & Structure Purchases - 13,316 -39,329 -90,000 PW Roof Replacement 202 49002 01 522.00 Building & Structure Purchases --655,019 - - - 202 49002 01 523.00 Building & Structure Purchases --- 18,000 - - 202 49002 01 524.00 Building & Structure Purchases --- 29,945 - - 202 49002 01 525.00 Building & Structure Purchases --- - - - 202 49002 01 526.00 Building & Structure Purchases --- - - - 202 49002 01 527.00 Building & Structure Purchases --- - - - 202 49002 01 528.00 Building & Structure Purchases --- - - - 202 49002 01 529.00 Building & Structure Purchases --- - - - 202 49002 01 530.00 Improvements Other Than Bldgs 15,000 8,019 -38,126 40,000 10,000 Outside Sign at RCC 202 49002 01 531.00 Improvements Other Than Bldgs 24,997 28,355 - - 60,000 7,000 Restroom Tile Repair 202 49002 01 532.00 Improvements Other Than Bldgs 150,000 - - - - 30,000 Wiring for RCC Cameras 202 49002 01 533.00 Improvements Other Than Bldgs 68,687 2,632,008 74,995 14,168 - - 202 49002 01 534.00 Improvements Other Than Bldgs 861 - - - - - 202 49002 01 535.00 Improvements Other Than Bldgs 42,848 - - - - - 202 49002 01 536.00 Improvements Other Than Bldgs - - - - - - 202 49002 01 537.00 Improvements Other Than Bldgs - 16,321 - - - - 202 49002 01 538.00 Improvements Other Than Bldgs 9,966 3,080 12,190 - - - 202 49002 01 539.00 Improvements Other Than Bldgs 24,995 24,960 25,000 25,000 25,000 25,000 Bleachers Replacement Program 202 49002 01 540.00 Improvements Other Than Bldgs - - - - - - 202 49002 01 542.00 Improvements Other Than Bldgs 242,225 - - - - - 202 49002 01 560.00 Furniture & Fixture Purchases - - - 10,200 -25,000 Tables at RCC 202 49002 01 570.00 Office Equipment & Furnishings - - - - -- 202 49002 01 580.00 Other Equipment Purchases 27,190 - - - - 15,000 Floor Scrubber - P&R 202 49002 01 611.00 Interest on Lease Payments - - - - - - 202 49002 01 710.00 Transfers - - - - - - DEPARTMENT EXPENDITURES 629,370 2,728,560 869,703 2,129,837 127,500 204,500 NOTE: 2025's Proposed Budget Includes $2,500 for General Fund Admin Fees Not Included in Levy Amount (Covered by Interest Earnings) 2025 BUDGET WORKSHEETS BUILDING CIP Page 330 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments --------------------- ---------------- -------------------------------------------------- ----------------------------------- ----------------- ----------------- ----------------- ----------------- ----------------------------------------------------- 203 31010.00 Current Ad Valorem Taxes 877,897 904,234 931,361 959,302 988,081 1,017,723 203 33419.00 MSA for Streets - Construction - - - - - - 203 33620.00 Other County Grants & Aids - - - - - - 203 34150.00 SKB User Fees - C & D Cells 979 47,019 43,333 125,000 125,000 125,000 First $375,000 to Gen'l Fund 203 34152.00 SKB User Fees - MSW Ash 5,339 11,555 8,333 - - - 203 34153.00 SKB User Fees - Base Charges 118,682 66,427 73,333 - - - 203 36101.00 Principal - Special Assessments 1,493,467 18,369 (20,815) (1) 125,000 125,000 203 36101.01 Principal - Special Assessments - 213,377 225,553 222,881 - - 203 36101.02 Principal - Special Assessments - 66,566 35,358 10,496 - - 203 36101.04 Principal - Special Assessments - 92,654 13,988 7,850 - - 203 36101.05 Principal - Special Assessments - 8,245 - - - - 203 36101.06 Principal - Special Assessments - 156,397 182,185 - - - 203 36101.08 Principal - Special Assessments - 11,419 8,561 - - - 203 36101.11 Principal - Special Assessments - 1,903 297 481 - - 203 36102.00 Penalties & Interest - S/A 356 297 673 3,885 - - 203 36210.00 Interest Earnings - Investments 38,437 28,491 (74,777) 137,940 25,000 25,000 203 36215.00 Interest Earnings 4,928 1,177 237 - - - 203 36260.00 Other Revenue 337,256 -257 210,562 - - 203 39201.00 Transfer From General Fund - - 2,800,000 - - - 203 39203.00 Transfer From_________________- 209,746 172,064 583,389 - - DEPARTMENT REVENUES 2,877,341 1,837,877 4,399,941 2,261,786 1,263,081 1,292,723 203 49003 01 303.00 Engineering Fees - - - - - - 203 49003 01 317.00 General Fund Administrative Fees 2,500 2,500 2,500 2,500 2,500 2,500 Yearly Fee Per Policy F-3 203 49003 01 319.00 Other Professional Services - - - 38,047 - - 203 49003 01 530.00 Improvements Other Than Bldgs - - 148,804 225,000 - - 203 49003 01 531.00 Improvements Other Than Bldgs - - - - - - 203 49003 01 532.00 Improvements Other Than Bldgs 125,000 40,677 48,655 149,802 125,000 125,000 Pedestrian Improvements Program 203 49003 01 533.00 Improvements Other Than Bldgs - - - - - - 203 49003 01 534.00 Improvements Other Than Bldgs - - - 200,000 825,000 1,785,000 Pavement Management 2025 SIP 203 49003 01 535.00 Improvements Other Than Bldgs - 116,351 - - - - 143rd, 144th, Chili, Canada, Cantata, Ca 203 49003 01 536.00 Improvements Other Than Bldgs - - - - - - 203 49003 01 537.00 Improvements Other Than Bldgs - - - - - - 203 49003 01 538.00 Improvements Other Than Bldgs - - - - - - 203 49003 01 539.00 Improvements Other Than Bldgs - - - - - - 203 49003 01 540.00 Improvements Other Than Bldgs - - - - - - 203 49003 01 710.00 Transfers 441,206 -1,032,821 3,557,226 - - 203 49003 01 720.00 Transfers 2,165,065 3,593,812 - - - - DEPARTMENT EXPENDITURES 2,733,771 3,753,340 1,232,781 4,172,575 952,500 1,912,500 NOTE: 2025's Proposed Budget Includes $2,500 for General Fund Admin Fees Not Included in Levy Amount (Covered by Interest Earnings) 2025 BUDGET WORKSHEETS STREETS CIP Page 331 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments --------------------- ---------------- -------------------------------------------------- ----------------------------------- ----------------- ----------------- ----------------- ----------------- ------------------------------------------------------ 205 33100.00 Federal Grants & Aids - - - - - - 205 33130.00 Federal Grants - CDBG 26,228 - - - - - 205 33620.00 Other County Grants and Aids 127,300 -15,000 - - - 205 33630.00 Other County Grants and Aids - - - - - - 205 34791.00 Park Dedication Fees 1,305,654 1,113,800 1,441,750 1,591,403 850,000 850,000 205 34795.00 Donations - 46,565 6,360 32,062 - - 205 36101.01 Cnty Pymts Cert Prior Year - - 3,330 3,017 - - 205 36102.00 Penalties & Interest - S/A - - 69 - - - 205 36210.00 Interest Earnings - Investments 15,250 9,534 (138,381) 224,843 15,000 15,000 205 36215.00 Interest Earnings 2,590 901 373 - - - 205 36260.00 Other Revenue - - - - - - 205 36275.00 Refunds & Reimbursements - - - 698,996 - - 205 39201.00 Transfer From General Fund - - - - - - 205 39203.00 Transfer From_________________- - - - - - 205 39310.00 Bond Proceeds - - - - - - DEPARTMENT REVENUES 1,477,022 1,170,800 1,328,501 2,550,319 865,000 865,000 205 49005 01 303.00 Engineering Fees - - - 950 - - 205 49005 01 317.00 General Fund Administrative Fees - - - - - - 205 49005 01 319.00 Other Professional Services - - - - - - 205 49005 01 439.00 Other Miscellaneous Charges - - 46,748 12,072 - - 205 49005 01 521.00 Building and Structure Purchases - - - - -1,200,000 Umore Park Building 205 49005 01 530.00 Improvements Other Than Buildings 54,104 35,894 229,231 483,968 35,000 - 205 49005 01 532.00 Improvements Other Than Buildings - - - - 90,000 - 205 49005 01 533.00 Improvements Other Than Buildings 76,775 - - - 550,000 - 205 49005 01 534.00 Improvements Other Than Buildings 20,425 6,351 75,577 5,269 550,000 - 205 49005 01 535.00 Improvements Other Than Buildings - 1,029 -40,242 40,000 - 205 49005 01 536.00 Improvements Other Than Buildings 8,823 -- - 35,000 - 205 49005 01 537.00 Improvements Other Than Buildings - 55,973 481,756 70,885 -50,000 McMenomy Woods Park Imp Design 205 49005 01 538.00 Improvements Other Than Buildings 331,059 220,279 819,022 231,350 -400,000 Amber Fields Dog Park 205 49005 01 539.00 Improvements Other Than Buildings - - 5,016 7,695 -70,000 Caramore Park Design 205 49005 01 540.00 Improvements Other Than Buildings 249,441 21,942 -177,260 -40,000 Greenway Trail North 20 Segment Desig 205 49005 01 541.00 Improvements Other Than Buildings 26,228 - - - - - DEPARTMENT EXPENDITURES 766,855 341,468 1,657,350 1,029,691 1,300,000 1,760,000 2025 BUDGET WORKSHEETS PARK IMPROVEMENT FUND Page 332 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments --------------------- ---------------- -------------------------------------------------- ----------------------------------- ----------------- ----------------- ----------------- ----------------- ----------------------------------------------------- 207 31010.00 Current Ad Valorem Taxes 640,000 813,200 809,712 900,000 873,200 893,200 207 33100.00 Federal Grants & Aids - - - - - - 207 33425.00 Other State Grants & Aids - - - - - - 207 33620.00 Other County Grants and Aids - - - - - - 207 33720.00 Other Organization Grants - - - - - - 207 36210.00 Interest Earnings - Investments 2,999 -11,791 6,371 10,000 10,000 207 36215.00 Interest Earnings 1,299 258 112 - - - 207 36260.00 Other Revenue 1,479 3,636 1,919 2,431 - - 207 38000.00 Proceeds for Capital Leases - 300,222 176,756 297,234 - - 207 39101.00 Sale of General Fixed Assets 129,594 92,443 73,014 20,384 80,000 25,000 Sell Back Vehicles 207 39201.00 Transfer From General Fund 135,000 - - 300,000 - - 207 39203.00 Transfer From_________________- - - - - - 207 39310.00 Bond Proceeds - - - - - - DEPARTMENT REVENUES 910,371 1,209,758 1,073,305 1,526,420 963,200 928,200 207 49007 01 317.00 General Fund Administrative Fees 2,500 2,500 2,500 2,500 2,500 2,500 Yearly Fee Per Policy F-3 207 49007 01 319.00 Other Professional Services - - - - - - 207 49007 01 540.00 Heavy Machinery Purchases - 47,298 231,501 47,048 - - 207 49007 01 541.00 Heavy Machinery Purchases 169,033 239,693 - - - - 207 49007 01 542.00 Heavy Machinery Purchases - 238,809 3,235 26,899 26,513 - 207 49007 01 543.00 Heavy Machinery Purchases 925,671 -228,892 - - - 207 49007 01 544.00 Heavy Machinery Purchases - - - 139,906 - - 207 49007 01 545.00 Heavy Machinery Purchases - - - - 290,000 - 207 49007 01 546.00 Heavy Machinery Purchases - - - - - - 207 49007 01 548.00 Lease Program - PW Vehicles 62,425 106,933 75,368 196,410 153,309 168,959 Year 8 of Program 207 49007 01 549.00 Lease Program - Police Vehicles 57,293 193,385 121,182 148,226 132,732 121,620 Year 8 of Program 207 49007 01 550.00 Lease Program - Fire Vehicles - - 59,577 77,660 8,000 - 207 49007 01 551.00 Motor Vehicle Purchases - - - - -60,000 Chief's Vehicle 207 49007 01 552.00 Motor Vehicle Purchases - - - - -- 207 49007 01 553.00 Motor Vehicle Purchases - - - - -- 207 49007 01 554.00 Motor Vehicle Purchases - - - - -- 207 49007 01 555.00 Motor Vehicle Purchases - - - - -- 207 49007 01 558.00 Motor Vehicle Purchases - - - 27 -- 207 49007 01 571.00 Other Equipment Purchases - - - - -20,000 Replace Speaker System FS2 207 49007 01 572.00 Other Equipment Purchases - - - - 68,000 - 207 49007 01 573.00 Other Equipment Purchases - - 2,813 - - - 207 49007 01 574.00 Other Equipment Purchases - - 20,397 - - - 207 49007 01 575.00 Other Equipment Purchases 10,000 32,303 31,637 120 32,850 32,850 Body Cameras & Storage 207 49007 01 576.00 Other Equipment Purchases 29,992 64,051 31,262 47,065 40,000 120,000 Squad Set Up & Equipment Installation 207 49007 01 577.00 Other Equipment Purchases 7,949 23,648 21,846 710 25,450 54,250 Year 5 of 6 - Squad Camera Video Stora 207 49007 01 578.00 Other Equipment Purchases 15,000 - - 3,734 - - 207 49007 01 579.00 Other Equipment Purchases 39,379 16,400 2,155 9,000 - - 207 49007 01 580.00 Other Equipment Purchases 11,995 51,037 - - - 13,500 Fire Rehab Trailer 207 49007 01 581.00 Other Equipment Purchases 38,552 12,000 - - - 25,000 Replace Fire AED's 207 49007 01 582.00 Other Equipment Purchases - - - 23,861 -5,500 Replace Police Portable Radio Batteries 207 49007 01 583.00 Other Equipment Purchases - 9,887 -9,704 -57,000 Replace Nozzles and Hoselines 207 49007 01 584.00 Other Equipment Purchases ----110,000 17,000 Replace Rescue Air Bags 207 49007 01 585.00 Other Equipment Purchases 11,156 - - - - - 207 49007 01 586.00 Computer Equipment Purchases 10,497 7,865 -4,136 10,000 10,000 City-Wide Storage 207 49007 01 587.00 Computer Equipment Purchases 20,317 26,781 --- 27,000 Firewall Replacement 207 49007 01 588.00 Computer Equipment Purchases 24,381 51,541 --- 207 49007 01 589.00 Computer Equipment Purchases 27,528 89,901 50,152 89,187 -40,000 Replace Fire Mobile Computers 207 49007 01 590.00 Computer Equipment Purchases 35,000 -29,046 - 207 49007 01 591.00 Computer Equipment Purchases - - - - - - 207 49007 01 601.00 Principal on Lease Payments - 101,190 126,843 -135,076 139,390 Aerial Year 5 207 49007 01 602.00 Principal Payments on Leases - 191,135 199,932 (91,891) - - 207 49007 01 603.00 Principal on Leases/SBITAS --- 488,098 --Includes Aerial Lease 207 49007 01 611.00 Interest on Lease Payments - 74,419 47,617 -18,102 13,789 Aerial Year 5 207 49007 01 612.00 Interest on Leases/SBITAS --- 89,060 -- Includes Aerial Lease DEPARTMENT EXPENDITURES 1,498,668 1,580,776 1,285,954 1,311,459 1,052,532 928,358 NOTE: 2025's Proposed Budget Includes $2,500 for General Fund Admin Fees Not Included in Levy Amount (Covered by Interest Earnings) 2025 BUDGET WORKSHEETS EQUIPMENT CIP Page 333 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments --------------------- ---------------- -------------------------------------------------- ----------------------------------- ----------------- ----------------- ----------------- ----------------- ----------------------------------------------------- 650 33425.00 Other State Grants & Aids 343 254 827 17 - - 650 36210.00 Interest Earnings - Investments 1,929 2,468 12,908 23,577 2,600 2,600 650 36215.00 Interest Earnings 913 218 83 -100 100 650 36230.00 Contributions/Donations - - - - - - 650 36260.00 Other Revenue - Learn to Skate 7,362 29,945 22,880 38,258 32,000 32,000 Learn to Skate Program (LTS) 650 36262.00 Special Settlements - - - - - - 650 38060.00 Prime Time Ice Fees 186,192 254,959 302,722 319,196 310,000 320,000 650 38061.00 Non-Prime Time Ice Fees 90,409 131,394 102,031 133,948 115,000 130,000 650 38063.00 Open Skating Ice Fees 2,132 4,465 8,234 10,415 6,000 9,000 650 38065.00 Other Events - Arena - - - - - - Dry Floor Events 650 38066.00 Advertising Revenue - Arena 22,393 17,000 25,800 29,625 25,000 30,000 650 38067.00 Skate Sharpening Revenue-Arena 962 545 1,352 1,770 1,500 1,500 650 38090.00 Concessions - 1,500 -1,500 1,500 1,500 650 38091.00 Vending Machine Revenues 2,929 3,072 4,866 4,450 5,000 5,000 650 38095.00 Pro Shop Revenues 364 473 478 410 500 500 Tape, Laces, Mouthguards, etc. 650 39103.00 Gain or Loss from F/A Disposal - - (6,548) - - - 650 39201.00 Transfer From General Fund 130,000 130,000 130,000 130,000 130,000 130,000 Subsidy for Operations DEPARTMENT REVENUES 445,927 576,292 605,633 693,166 629,200 662,200 650 45130 77 101.00 Salaries & Benefits - Administrative 29,399 25,469 61,108 42,870 47,000 52,300 All Salary Costs Inclusive of Salary, Taxes, PERA & Benefits 650 45130 77 102.00 Full-Time Overtime - Administrative - - - - - - 650 45130 78 101.00 Salaries & Benefits - Technical/Clerica 57,375 60,148 62,578 63,802 72,100 79,300 650 45130 78 102.00 Full-Time Overtime - Technical/Clerica 559 736 10 - - - 650 45130 79 101.00 Salaries & Benefits - Maintenance 65,011 92,139 112,308 105,551 118,300 123,500 650 45130 79 102.00 Full-Time Overtime - Maintenance -126 890 1,349 2,000 1,800 650 45130 103.00 Part-Time Salaries & Benefits 42,507 51,572 49,116 52,461 59,000 59,000 650 45130 01 207.00 Training & Instructional Supplies - - - - 100 100 650 45130 01 208.00 Miscellaneous Supplies - - - 630 700 700 650 45130 01 209.00 Other Office Supplies -234 537 -500 500 Learn to Skate Program Supplies 650 45130 01 211.00 Cleaning Supplies 4,422 4,336 4,285 4,685 4,000 4,000 650 45130 01 216.00 Chemicals & Chemical Products 1,237 3,778 3,845 2,854 4,000 4,000 Cooling Tower 650 45130 01 219.00 Other Operating Supplies 140 160 142 323 500 500 Events Supplies 650 45130 01 221.00 Equipment Parts 5,286 9,663 8,773 10,934 9,000 9,000 650 45130 01 223.00 Building Repair Supplies 2,414 1,252 4,253 1,592 3,500 3,500 650 45130 01 265.00 Other Items for Resale -992 526 -1,000 1,000 Pro Shop Supplies 650 45130 01 317.00 General Fund Admin Fees 6,000 6,000 6,000 6,000 6,000 6,000 Yearly Fee Per Admin Fee Policy 650 45130 01 319.00 Other Professional Services - - - 310 -- 650 45130 01 321.00 Telephone Costs 1,000 1,000 1,000 1,000 1,300 1,300 650 45130 01 349.00 Other Advertising 1,000 2,928 1,405 1,275 2,800 2,800 650 45130 01 365.00 Workers Comp Insurance 6,779 7,442 7,956 11,309 8,000 8,000 650 45130 01 369.00 Other Insurance 4,102 5,084 4,947 6,161 5,000 5,000 650 45130 01 381.00 Electric Utilities 112,115 121,350 136,340 124,329 125,000 125,000 650 45130 01 383.00 Gas Utilities 15,315 20,088 29,418 14,947 25,000 25,000 650 45130 01 384.00 Refuse Disposal 2,743 2,615 2,615 2,748 3,000 3,000 650 45130 01 393.00 P.C. Accessories & Supplies - - - 44 - - 650 45130 01 401.00 Contracted Building Repairs 6,610 11,703 11,295 7,369 11,000 11,000 650 45130 01 404.00 Contracted Mach & Equip Repairs 35,118 26,232 49,645 41,597 25,000 25,000 650 45130 01 415.00 Other Equipment Rental - - - - 300 300 650 45130 01 421.00 Depreciation Expense - 63,360 62,338 59,999 - - 650 45130 01 433.00 Dues & Subscriptions 675 475 1,530 3,423 1,500 1,500 MIAMA & MRPA Dues 650 45130 01 437.00 Conferences & Seminars 595 575 3,048 250 3,000 3,000 MIAMA & MRPA Seminars 650 45130 01 439.00 Other Miscellaneous Charges - - - 1,405 - - 650 45130 01 521.00 Building & Structure Purchases 32,749 18,202 15,000 15,050 45,000 5,000 Arena Office Carpet 650 45130 01 522.00 Building & Structure Purchases 29,200 2,710 21,618 105,906 -10,000 Outdoor Arena Sign 650 45130 01 580.00 Other Equipment Purchases - - - - -- 650 45130 01 581.00 Other Equipment Purchases - - - - -- 650 45130 01 710.00 Transfers 3,500 3,500 650 45130 01 710.01 Yearly Maintenance 3,500 3,500 3,500 3,500 - - DEPARTMENT EXPENDITURES 465,850 543,869 666,027 693,673 587,100 574,600 2025 BUDGET WORKSHEETS ARENA Page 334 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments --------------------- ---------------- -------------------------------------------------- ----------------------------------- ----------------- ----------------- ----------------- ----------------- ----------------------------------------------------- 601 33130.00 Federal Grants - CDBG - - - - - - MCES Water Efficiency Grant 601 33425.00 Other State Grants & Aids 6,302 3,348 11,489 15,467 5,000 5,000 601 33620.00 Other County Grants & Aids - - - - - - 601 34107.00 Assessment Fees 22,519 21,356 22,166 23,922 20,000 20,000 601 34108.00 Administrative Fees-Other Funds 11,753 11,890 27,870 44,616 15,000 15,000 5% of 5% Fees-Const Projects 601 34109.00 Other Gen'l Govt Chgs for Services 21,709 30,900 2,900 5,150 - - 601 36101.00 Principal - Special Assessments 49,369 6,561 3,952 25,575 50,000 50,000 601 36101.01 Principal - Special Assessments -47,671 52,115 53,619 - - 601 36101.03 Principal - Special Assessments -2,129 3,182 3,019 - - 601 36101.05 Principal - Special Assessments -180 975 850 - - 601 36101.11 Principal - Special Assessments -470 965 1,597 - - 601 36102.00 Penalties & Interest - S/A 1,222 (566)4,434 1,868 - - 601 36210.00 Interest Earnings - Investments 146,937 68,993 (579,292) 921,603 150,000 150,000 601 36215.00 Interest Earnings-Interfund 2,623 1,038 515 10,530 - - 601 36220.00 Rents & Royalties 163,151 167,373 173,319 163,133 186,000 186,000 Wireless Carrier Leases 601 36260.00 Other Revenues - 1,368 4,366 116 - - 601 36270.00 Capital Contributions - 1,462,407 4,241,056 3,040,213 - - 601 36275.00 Refunds & Reimbursements -- 3,805 225 - - 601 37110.00 Residential Water Revenues 1,686,424 2,076,131 2,103,758 2,410,734 2,250,000 2,362,500 601 37120.00 Apartment Water Revenues 128,711 139,761 153,596 177,619 170,000 178,500 601 37125.00 Institutional Water Revenues 75,527 113,535 135,972 143,356 150,000 157,500 601 37130.00 Commercial Water Revenues 103,899 125,238 138,955 156,674 145,000 152,250 601 37140.00 Industrial Water Revenues 143,753 181,836 196,961 185,060 215,000 225,750 601 37160.00 Penalties - Water Revenues 8,235 16,715 18,672 19,954 19,000 19,000 601 37165.00 Meter Maint Water Revenues - - - - - - 601 37170.00 Other Water Revenues (350) -111 - - - 2nd Meter Refunds 601 37180.00 Water Meter Sales Revenue 117,612 140,157 119,868 259,039 120,000 200,000 Continued new builds in 2024-25 push th 601 39103.00 Gain or Loss from F/A Disposal (378)- (9,110) - - - 601 39203.00 Transfer From______________-203,688 -113,099 - - DEPARTMENT REVENUES 2,689,017 4,822,178 6,832,598 7,777,037 3,495,000 3,721,500 601 49400 77 101.00 Salaries & Benefits - Administrative 162,556 139,625 250,778 205,858 212,800 314,600 All Salary Costs Inclusive of Salary, Taxes, PERA & Benefits 601 49400 77 102.00 Full-Time Overtime - Administrative - - - - - - 601 49400 78 101.00 Salaries & Benefits - Technical/Clerica 179,462 177,340 175,932 179,199 213,400 212,700 601 49400 78 102.00 Full-Time Overtime - Technical/Clerica 670 658 213 265 - - 601 49400 79 101.00 Salaries & Benefits - Maintenance 151,204 163,209 173,086 179,388 203,200 200,200 601 49400 79 102.00 Full-Time Overtime - Maintenance 10,096 8,803 10,576 11,353 9,500 9,900 601 49400 99 103.00 Part-Time Salaries & Benefits 10,305 10,018 5,893 2,035 10,700 10,700 601 49400 01 203.00 Printed Forms & Paper -155 - - 75 75 Outsource Bill Printing (313.00) 601 49400 01 205.00 Plotter Ink & Paper --- 141 300 300 601 49400 01 209.00 Other Office Supplies 592 151 414 4 200 200 601 49400 01 212.00 Motor Fuels 3,900 5,100 3,900 - 3,900 3,900 2.5% Covered by Water Utility 601 49400 01 216.00 Chemicals & Chemical Products 62,672 71,561 82,586 111,542 84,000 120,000 Chlorine/Flouride/Poly - Consumption a 601 49400 01 219.00 Other Operating Supplies 487 434 90 438 500 500 Maintenance Supplies 601 49400 01 220.00 Water Meter Purchases - - - 281,323 200,000 350,000 Meters, MXU's & Meter Horns 601 49400 01 220.01 For Replacements 67,073 56,774 61,259 - - - 601 49400 01 220.02 For New Homes 44,716 31,915 41,790 - - - 601 49400 01 224.00 Street Maintenance Materials 1,414 879 - 2,500 2,500 3,500 Patching for Breaks 601 49400 01 225.00 Landscaping Materials 707 242 -522 1,000 1,000 Topsoil, Seed & Sod 601 49400 01 228.00 Meter Repair Materials 79 - - -- - 601 49400 01 229.00 Other Maintenance Supplies - - 845 12,366 23,000 23,000 Hydrant and hydrant parts for repairs and 601 49400 01 229.01 Supplies for Hydrants 2,946 9,999 6,379 - - - 601 49400 01 229.02 Curb Shutoffs 196 - - - - - 601 49400 01 229.03 GV Repair/Replacement 767 7,696 724 - - - 601 49400 01 229.04 Miscellaneous Supplies 2,810 3,703 3,047 - - - 601 49400 01 240.00 Safety Equipment & PPE 509 808 495 1,042 1,000 1,000 Vests, Glasses, Gloves, Hardhats, etc. 601 49400 01 241.00 Small Tools 2,254 2,259 28 1,658 2,500 2,500 Wrenches, Shovels, etc. 601 49400 01 242.00 Minor Equipment 13,400 10,750 - 5,095 12,500 5,000 601 49400 01 303.00 Engineering Fees - 183,952 6,118 32,147 26,000 75,000 Blending Manifold/WTP Preliminary Des 601 49400 01 303.04 Miscellaneous Fees 30,635 9,403 22,357 - - - 601 49400 01 304.00 Legal Fees 242 511 18 805 1,000 1,000 601 49400 01 310.00 Testing Services - - - 83,724 87,500 90,000 MN, Radon, Tri-Chl., Pesticides, Etc. 601 49400 01 310.01 Bacteria & Water Quality 2,776 3,170 3,930 - - - 601 49400 01 310.03 MDH Service Connection Fee 77,030 80,043 76,512 - - - 601 49400 01 312.00 Gopher State One-Call 1,824 3,490 3,666 3,828 3,500 4,000 $12,000 Annually Split 1/3 Each Utility 601 49400 01 313.00 Outsource Bill Printing/Mailing 6,221 6,438 6,845 7,699 8,300 8,300 601 49400 01 318.00 Contract Engineer - - - - - - 601 49400 01 319.00 Other Professional Services - - - 59,121 47,500 60,000 Citywide Annual Leak Detection Survey 601 49400 01 319.01 Thaw Pipes, Check Leaks, etc.615 938 - - - - 601 49400 01 319.02 Supervisory Controls 2,705 1,885 628 - - - 601 49400 01 319.03 Hazardous Chemical Permits 800 825 825 - - - 601 49400 01 319.06 Contracted Hydrant Painting -7,260 10,000 - - - 601 49400 01 319.07 Antenna Expenses 49,645 17,846 6,600 - - - 601 49400 01 319.09 HVAC Maintenance Contract 1,788 2,968 3,063 - - - 2025 BUDGET WORKSHEETS WATER UTILITY Page 335 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments --------------------- ---------------- -------------------------------------------------- ----------------------------------- ----------------- ----------------- ----------------- ----------------- ----------------------------------------------------- 2025 BUDGET WORKSHEETS WATER UTILITY 601 49400 01 319.10 Landscape Maintenance - 1,716 - - - - 601 49400 01 319.11 Pest Control 574 69 1,850 - - - 601 49400 01 320.00 Credit Card Activity Fees 11,248 2,152 1,172 1,167 8,000 1,200 1/3 Cost of C/C Pymt Processing 601 49400 01 321.00 Telephone Costs 4,163 4,402 6,287 6,414 7,000 7,000 Cell Phones, Modesm, GPS 601 49400 01 322.00 Postage Costs 270 252 312 - 400 400 Outsource Mailing (313.00) 601 49400 01 323.00 Radio Units 5,255 1,409 1,442 1,642 1,500 1,500 601 49400 01 352.00 General Notices & Public Info 79 311 - - - - 601 49400 01 365.00 Workers Comp Insurance 15,088 15,572 16,524 24,322 25,000 25,000 Water's Share of Premiums 601 49400 01 369.00 Other Insurance 7,741 9,006 8,778 11,633 9,000 9,000 Water's Share of Premiums 601 49400 01 391.00 P.C. Maintenance - - - 3,077 50,700 50,700 New Antenna Read (AMI System) Annua 601 49400 01 391.01 U/B Software Maintenance 2,203 2,227 2,227 - - - 601 49400 01 391.02 Auto Read Software Support 808 800 850 - - - 601 49400 01 392.00 P.C. Accessories & Supplies 251 149 - - 200 200 601 49400 01 393.00 P.C. Hardware Purchases 383 134 391 - 3,000 30,000 2025 - Monitoring Well Water Level Equ 601 49400 01 394.00 P.C. Software Purchases - - - 10,566 30,300 30,550 ESRI, Cartegraph, DataFi Licenses, Ora 601 49400 01 394.01 Licensing & Maintenance 10,633 13,354 10,057 - - - 601 49400 01 403.00 Contracted R & M - Other Impr 44,985 30,176 19,277 111,778 30,000 50,000 Main Breaks, Gate Valves, Etc. 601 49400 01 421.00 Depreciation Expense - 886,317 867,883 931,416 - - 601 49400 01 422.00 Depreciation Expense-Leased Assets --- 8,189 - - 601 49400 01 433.00 Dues & Subscriptions 300 2,695 2,294 2,645 3,000 3,000 Suburban Utility Supt Assn, MRWA 601 49400 01 435.00 Books & Pamphlets 217 109 - - 200 200 Reference Materials 601 49400 01 437.00 Conferences & Seminars - - 46 1,197 10,100 5,000 Operator Licensing Training/Continuing 601 49400 01 437.01 MDH Training (Water School)624 3,488 525 - - - 601 49400 01 437.02 AWWA Conference 58 1,158 - - - - 601 49400 01 437.03 CarteGraph, ESRI, GIS 491 1,167 275 - - - 601 49400 01 437.04 Miscellaneous Training 135 1,416 1,234 - - - 601 49400 01 439.00 Other Miscellaneous Charges 16,087 21,100 32,230 45,437 35,000 50,000 DNR Annual Water Appropriation Permit 601 49400 01 450.00 Sales Tax on Purchases - - - - - - 601 49400 01 521.00 Building & Structure Purchases - - - - - - 601 49400 01 530.00 Improvements Other Than Bldgs - - - 34,862 225,000 560,000 Street Imp Prgm Water Replacements 601 49400 01 530.01 Well Inspections 800 - - - - - 601 49400 01 530.02 Miscellaneous Improvements 4,046 13,996 41,161 - - - 601 49400 01 530.04 Inspection & Maintenance 141,920 4,243 3,100 - - - 601 49400 01 540.00 Heavy Machinery Purchases - - - - - - 601 49400 01 548.00 Lease Program-P.W. Vehicles 8,145 242 125 5,245 38,327 40,890 Vehicle Leases 601 49400 01 550.00 Motor Vehicle Purchases - - - - - - 601 49400 01 570.00 Office Equipment Purchases - - - - 500 500 601 49400 01 580.00 Other Equipment Purchases - - 80 - - - 601 49400 01 611.00 Bond Interest 1,211 1,531 1,534 216,764 - - 601 49400 01 612.00 Interest on Leases/SBITAS - - - 680 - - 601 49400 01 621.00 Bond Paying Agent & Admin - - - 183,450 -- PW/PD Campus Bond Repayment 601 49400 01 710.00 Transfers 39,338 202,168 384 1,097,724 -558,925 Transfer for 2023A Bond OPERATING EXPENDITURES 1,210,149 2,242,164 1,978,635 3,880,262 1,632,102 2,921,440 601 49406 01 221.00 Equipment Parts 278 1,007 - - 200 200 New PRVs @ 140th/Blaine, and on CSAH 42 just west of US 52 in 2024 with Trunk WM Project. 601 49406 01 223.00 Building Repair Supplies - - - - 200 200 601 49406 01 319.00 Other Professional Services 560 2,396 478 - 1,000 1,000 601 49406 01 381.00 Electric Utilities 2,442 398 2,928 3,172 1,300 1,500 Operation TOTAL PRV EXPENDITURES 3,279 3,801 3,406 3,172 2,700 2,900 601 49407 01 221.00 Equipment Parts -3,761 46,109 1,063 1,500 1,500 601 49407 01 223.00 Building Repair Supplies --- - 200 200 601 49407 01 319.00 Other Professional Services -14,197 2,913 380 - - 601 49407 01 321.00 Telephone Costs 211 211 211 211 300 300 601 49407 01 381.00 Electric Utilities 1,906 13,434 23,262 5,610 25,000 25,000 Pump & Lighting Operation 601 49407 01 409.00 Other Contracted Repairs & Maint 19,042 26,856 7,973 2,232 2,000 2,000 601 49407 01 439.00 Other Miscellaneous Charges - - 2,300 -100 100 601 49407 01 530.00 Improvements Other Than Bldgs - 2,570 - - 2,000 2,000 TOTAL WELL #7 EXPENDITURES 21,158 61,029 82,768 9,496 31,100 31,100 601 49408 01 221.00 Equipment Parts 3,995 15,795 2,456 - 1,500 1,500 601 49408 01 223.00 Building Repair Supplies - - - - 200 200 601 49408 01 319.00 Other Professional Services - - - - - - 601 49408 01 381.00 Electric Utilities 20,340 23,979 24,386 24,467 25,000 25,000 Pump & Lighting Operation 601 49408 01 383.00 Gas Utilities 383 556 1,178 485 600 600 Heat Only 601 49408 01 409.00 Other Contracted Repairs & Maint 350 5,049 1,398 490 85,000 2,000 Pursuing VFD in 2024, along with other e 601 49408 01 439.00 Other Miscellaneous Charges - - - - 100 100 TOTAL WELL #8 EXPENDITURES 25,068 45,379 29,418 25,442 112,400 29,400 Page 336 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments --------------------- ---------------- -------------------------------------------------- ----------------------------------- ----------------- ----------------- ----------------- ----------------- ----------------------------------------------------- 2025 BUDGET WORKSHEETS WATER UTILITY 601 49409 01 221.00 Equipment Parts - 2,449 - - 1,500 1,500 601 49409 01 223.00 Building Repair Supplies - - - - 200 200 601 49409 01 319.00 Other Professional Services - - - - - - 601 49409 01 381.00 Electric Utilities 28,820 26,994 34,721 41,071 35,000 35,000 Pump & Lighting Operation 601 49409 01 383.00 Gas Utilities 561 726 1,069 1,049 1,500 1,500 Heat Only 601 49409 01 409.00 Other Contracted Repairs & Maint 1,664 6,018 6,763 - 4,000 4,000 Paint Generator in 2020 601 49409 01 439.00 Other Miscellaneous Charges 34 - - - 100 100 601 49409 01 530.00 Improvements Other Than Bldgs - - - - - 15,000 TOTAL WELL #9 EXPENDITURES 31,079 36,187 42,553 42,120 42,300 57,300 601 49410 01 219.00 Other Operating Supplies - - - - 500 500 601 49410 01 221.00 Equipment Parts 75 - - 1,078 1,500 1,500 601 49410 01 223.00 Building Repair Supplies - - - - 200 200 601 49410 01 321.00 Telephone Costs 765 765 765 765 - - 601 49410 01 381.00 Electric Utilities 15,886 16,861 19,164 20,130 20,000 20,000 Pump & Lighting Operation 601 49410 01 409.00 Other Contracted Repairs & Maint 5,827 268 782 -30,000 30,000 2024 Pump Rehabilitation 601 49410 01 439.00 Other Miscellaneous Charges - - - - 100 100 601 49410 01 530.00 Improvements Other Than Bldgs - - - - - - TOTAL WELL #10/RURAL WELL #1 EXPENDITURES 22,552 17,894 20,711 21,972 52,300 52,300 601 49411 01 221.00 Equipment Parts - - - 1,078 1,500 1,500 601 49411 01 439.00 Other Miscellaneous Charges - - - - - - TOTAL WELL #11/RURAL WELL #2 EXPENDITURES - - - 1,078 1,500 1,500 601 49412 01 221.00 Equipment Parts 7,157 7,641 65 - 1,500 1,500 601 49412 01 223.00 Building Repair Supplies 723 - - - 200 200 601 49412 01 319.00 Other Professional Services - - - - - - 601 49412 01 381.00 Electric Utilities 34,825 30,339 26,943 20,680 28,000 28,000 Pump & Lighting Operation 601 49412 01 409.00 Other Contracted Repairs & Maint 874 23,489 2,252 - 2,000 2,000 601 49412 01 439.00 Other Miscellaneous Charges - - - - 100 100 TOTAL WELL #12 EXPENDITURES 43,579 61,469 29,260 20,680 31,800 31,800 601 49414 01 221.00 Equipment Parts 9,832 - 5,040 111 1,500 1,500 601 49414 01 223.00 Building Repair Supplies 225 --- 200 200 601 49414 01 319.00 Other Professional Services - - - - 1,000 1,000 601 49414 01 381.00 Electric Utilities 36,253 34,163 42,100 41,057 45,000 45,000 Pump & Lighting Operation 601 49414 01 409.00 Other Contracted Repairs & Maint 2,216 3,218 2,609 7,349 30,000 35,000 2025 VFD Installation & Integration 601 49414 01 439.00 Other Miscellaneous Charges - - 526 -100 100 TOTAL WELL #14 EXPENDITURES 48,526 37,381 50,276 48,517 77,800 82,800 601 49425 01 221.00 Equipment Parts 361 - - 3,276 1,500 1,500 601 49425 01 223.00 Building Repair Supplies 723 - - - 200 200 601 49425 01 319.00 Other Professional Services -964 - - 500 500 601 49425 01 381.00 Electric Utilities 30,971 37,744 31,727 41,947 33,000 33,000 Pump & Lighting Operation 601 49425 01 409.00 Other Contracted Repairs & Maint 14,898 6,035 8,431 1,850 2,000 35,000 2025 VFD Installation & Integration 601 49425 01 439.00 Other Miscellaneous Charges -339 - - 100 100 TOTAL WELL #15 EXPENDITURES 46,952 45,082 40,158 47,073 37,300 70,300 601 49426 01 221.00 Equipment Parts 409 - - - 1,500 1,500 601 49426 01 223.00 Building Repair Supplies 22 - - - 200 200 601 49426 01 319.00 Other Professional Services - - - - 500 500 601 49426 01 381.00 Electric Utilities 27,748 33,845 28,431 36,136 30,000 30,000 Pump & Lighting Operation 601 49426 01 383.00 Gas Utilities - - - - - - 601 49426 01 409.00 Other Contracted Repairs & Maint - 3,186 450 -30,000 30,000 2024 Pump Rehabilitation 601 49426 01 439.00 Other Miscellaneous Charges --- - 100 100 TOTAL WELL #16 EXPENDITURES 28,179 37,031 28,881 36,136 62,300 62,300 601 49415 01 221.00 Equipment Parts 60 500 - - 500 500 601 49415 01 319.00 Other Professional Services - - 160 - - 4,500 2025 Inspection 601 49415 01 409.00 Other Contracted Repairs & Maint -500 - - 15,000 15,000 601 49415 01 439.00 Other Miscellaneous Charges -200 - - 200 200 TOTAL WATER TOWER #1/CHIPPENDALE EXPENDITURES 60 1,200 160 -15,700 20,200 601 49416 01 221.00 Equipment Parts -500 - - 500 500 601 49416 01 319.00 Other Professional Services --- - 4,000 4,000 601 49416 01 381.00 Electric Utilities 2,898 4,500 3,139 3,443 4,500 4,500 601 49416 01 409.00 Other Contracted Repairs & Maint 16,890 500 - - 5,000 5,000 601 49416 01 439.00 Other Miscellaneous Charges -200 - - 200 200 TOTAL WATER TOWER #2/CONNEMARA EXPENDITURES 19,788 5,700 3,139 3,443 14,200 14,200 Page 337 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments --------------------- ---------------- -------------------------------------------------- ----------------------------------- ----------------- ----------------- ----------------- ----------------- ----------------------------------------------------- 2025 BUDGET WORKSHEETS WATER UTILITY 601 49417 01 221.00 Equipment Parts 1,920 500 - - 500 500 601 49417 01 319.00 Other Professional Services - - - - - 4,500 2025 Inspection 601 49417 01 381.00 Electric Utilities 1,560 6,000 2,049 2,907 6,000 6,000 601 49417 01 409.00 Other Contracted Repairs & Maint 746 500 -646 5,000 5,000 601 49417 01 439.00 Other Miscellaneous Charges -200 --200 200 TOTAL WATER TOWER #4/BACARDI EXPENDITURES 4,225 7,200 2,049 3,553 11,700 16,200 601 49418 01 221.00 Equipment Parts -500 - - 500 500 601 49418 01 319.00 Other Professional Services --- - 4,000 10,000 2025 Power Wash 601 49418 01 381.00 Electric Utilities 1,566 4,000 3,070 2,145 4,000 4,000 601 49418 01 409.00 Other Contracted Repairs & Maint 1,927 500 837 505 5,000 5,000 601 49418 01 439.00 Other Miscellaneous Charges -200 - - 200 200 TOTAL WATER TOWER #3/EAST SIDE EXPENDITURES 3,493 5,200 3,907 2,651 13,700 19,700 WATER UTILITY DEPARTMENT TOTALS 1,508,088 2,606,717 2,315,320 4,145,594 2,138,902 3,413,440 Page 338 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments --------------------- ---------------- -------------------------------------------------- ----------------------------------- ----------------- ------------------ ----------------- ----------------- ----------------------------------------------------- 602 33425.00 Other State Grants & Aids 926 593 1,990 40 - - 602 34108.00 Administrative Fees-Other Funds 11,753 11,890 27,870 44,616 15,000 15,000 5% of 5% Fees-Const Projects 602 36101.00 Principal - Special Assessments 78,437 1,055 3,896 20,243 78,000 78,000 602 36101.01 Principal - Special Assessments -73,987 72,920 76,788 - - 602 36101.03 Principal - Special Assessments -2,801 4,108 3,534 - - 602 36101.05 Principal - Special Assessments -239 1,029 924 - - 602 36101.11 Principal - Special Assessments -656 1,589 2,328 - - 602 36102.00 Penalties & Interest - S/A 1,241 (602)4,740 1,620 - - 602 36210.00 Interest Earnings - Investments 17,929 12 1,809 309,333 20,000 20,000 602 36215.00 Interest Earnings 1,182 576 259 - - - 602 36260.00 Other Revenues - - 869 (117) -- 602 36270.00 Capital Contributions - 1,396,128 2,390,703 6,718,729 -- 602 36275.00 Refunds & Reimbursements - - 97 - - - 602 37210.00 Residential Sewer Revenues 1,708,988 1,750,809 1,866,773 1,919,381 2,000,000 2,180,000 602 37220.00 Apartment Sewer Revenues 322,401 346,454 378,488 431,357 400,000 436,000 602 37225.00 Institutional Sewer Revenues 36,465 46,594 59,677 62,239 65,000 70,850 602 37230.00 Commercial Sewer Revenues 153,611 171,922 185,766 189,442 200,000 218,000 602 37240.00 Industrial Sewer Revenues 217,021 246,277 236,077 234,497 250,000 272,500 602 37260.00 Penalties - Sewer Revenues 7,703 19,506 20,958 19,690 20,000 20,000 602 39103.00 Gain or Loss from F/A Disposal - - (4,410) - - - 602 39203.00 Transfer From_______________- (43,488) -16,247 - - DEPARTMENT REVENUES 2,557,656 4,025,410 5,255,207 10,050,890 3,048,000 3,310,350 602 49450 77 101.00 Salaries & Benefits - Administrative 156,248 142,872 250,898 205,770 212,300 315,500 All Salary Costs Inclusive of Salary, Taxes, PERA & Benefits 602 49450 77 102.00 Full-Time Overtime - Administrative - - - - - - 602 49450 78 101.00 Salaries & Benefits - Technical/Clerica 179,461 177,341 175,932 179,199 213,700 214,000 602 49450 78 102.00 Full-Time Overtime - Technical/Clerica 670 658 213 265 - - 602 49450 79 101.00 Salaries & Benefits - Maintenance 151,203 163,210 173,086 179,389 202,900 200,000 602 49450 79 102.00 Full-Time Overtime - Maintenance 10,097 8,802 10,576 11,353 10,200 10,500 602 49450 99 103.00 Part-Time Salaries & Benefits 4,011 10,160 6,827 2,035 9,200 9,200 602 49450 01 203.00 Printed Forms & Paper - - - - 75 75 Outsource Bill Printing (313.00) 602 49450 01 205.00 Plotter Ink & Paper - - - 141 300 300 602 49450 01 209.00 Other Office Supplies 386 149 42 70 200 200 602 49450 01 212.00 Motor Fuels 3,100 4,400 3,103 - 3,100 3,100 2% Covered by Sewer Utility 602 49450 01 216.00 Chemicals & Chemical Products - - - - 500 500 Root Killer, Degreaser 602 49450 01 219.00 Other Operating Supplies -441 -36 200 200 602 49450 01 224.00 Street Maintenance Materials 3,486 624 - - 2,500 2,500 Patching 602 49450 01 225.00 Landscaping Materials -42 - - 400 400 Topsoil, Seed & Sod 602 49450 01 227.00 Utility System Maintenance Supplies 682 1,791 1,905 1,850 4,000 4,000 MH Castings Stock 602 49450 01 240.00 Safety Equipment & PPE 539 629 667 919 500 500 Vests, Glasses, Gloves, Hardhats, etc. 602 49450 01 241.00 Small Tools 653 477 1,487 149 1,000 1,000 Wrenches, Shovels, etc. 602 49450 01 242.00 Minor Equipment 1,588 1,753 -857 12,500 2,000 602 49450 01 303.00 Engineering Fees - - - 1,081 6,000 6,000 $5,000 Split 5 Ways 602 49450 01 303.01 GIS -1,087 - - - - 602 49450 01 303.02 Rate Study 300 - - - - - 602 49450 01 303.04 Miscellaneous 508 26,088 14,184 - - - 602 49450 01 312.00 Gopher State One-Call 1,824 3,490 3,666 3,828 3,500 4,000 $12,000 Annually Split 1/3 Each Utility 602 49450 01 313.00 Outsource Bill Printing/Mailing 6,221 6,438 6,845 7,699 8,300 8,300 602 49450 01 318.00 Contract Engineer - - - - - - 602 49450 01 319.00 Other Professional Services - - - 78,341 87,000 95,000 LS Inspections, 1/3 Sewer System Telev 602 49450 01 319.01 Televising 58,697 66,594 66,849 - - - 602 49450 01 319.03 Supervisory Controls(Maint Cont)1,265 162 - - - - 602 49450 01 319.04 Lift Station Inspection -3,330 - - - - 602 49450 01 320.00 Credit Card Activity Fees 11,248 2,152 1,172 1,167 8,000 8,000 1/3 Cost of C/C Pymt Processing 602 49450 01 321.00 Telephone Costs 3,826 4,157 6,227 6,241 7,000 7,000 Cell Phones, Modesm, GPS 602 49450 01 322.00 Postage Costs 265 252 312 - 400 400 Outsource Mailing (313.00) 602 49450 01 323.00 Radio Units 5,255 1,409 1,442 1,642 1,500 1,500 602 49450 01 365.00 Workers Comp Insurance 14,931 15,409 16,511 24,247 25,000 25,000 Sewer's Share of Premiums 602 49450 01 369.00 Other Insurance 10,056 11,585 11,557 13,249 12,000 12,000 Sewer's Share of Premiums 602 49450 01 391.00 P.C. Maintenance - - - 3,077 2,900 2,900 602 49450 01 391.01 U/B Software Maintenance 2,203 2,227 2,227 - - - 602 49450 01 391.02 Auto Read Software Support 808 800 850 - - - 602 49450 01 392.00 P.C. Accessories & Supplies -13 - - 200 200 602 49450 01 393.00 P.C. Hardware Purchases 696 134 391 - 3,000 3,000 602 49450 01 394.00 P.C. Software Purchases - - - 10,256 30,300 30,550 ESRI, Cartegraph, DataFi Licenses, Ora 602 49450 01 394.01 Licensing & Maintenance 10,420 9,372 10,057 - - - 602 49450 01 394.03 New Software Purchases 1,650 - - - - - 602 49450 01 403.00 Contracted R & M - Other Impr (71)10,478 4,676 19,145 25,000 25,000 MH Castings Replacement Program 602 49450 01 415.00 Other Equipment Rental 1,078 - - - 200 200 602 49450 01 416.00 Machinery Rental -592 3,920 5,000 2,000 3,000 Mini Excavator Rental for MH Structure R 602 49450 01 421.00 Depreciation Expense - 960,190 964,044 984,911 - - 602 49450 01 422.00 Depreciation Expense-Leased Assets --- 4,428 - - 602 49450 01 433.00 Dues & Subscriptions --- - 300 300 SUSA Split w/603 2025 BUDGET WORKSHEETS SEWER UTILITY Page 339 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments --------------------- ---------------- -------------------------------------------------- ----------------------------------- ----------------- ------------------ ----------------- ----------------- ----------------------------------------------------- 2025 BUDGET WORKSHEETS SEWER UTILITY 602 49450 01 435.00 Books & Pamphlets - - - - 300 300 Reference Materials 602 49450 01 437.00 Conferences & Seminars - - 46 2,349 5,600 5,600 Operator Licensure $400 each 602 49450 01 437.01 MPCA Training (Sewer School)23 203 1,696 - - - 602 49450 01 437.03 CarteGraph, ESRI, GIS 491 1,167 270 - - - 602 49450 01 437.04 Miscellaneous Training 215 667 542 - - - 602 49450 01 439.00 Other Miscellaneous Charges 317 3,371 1,761 795 300 300 602 49450 01 521.00 Building & Structure Purchases - - - - - - 602 49450 01 530.00 Improvements Other Than Bldgs - - - 12,379 580,000 675,000 Street Imp Prgm, Cleaning, Lining 602 49450 01 530.01 Miscellaneous Improvements 3,484 175,817 53,401 - - - 602 49450 01 530.03 CRP of Sewermain 30,600 - - - - - 602 49450 01 540.00 Heavy Machinery Purchases 1,366 - - - - - 602 49450 01 548.00 Lease Program-P.W. Vehicles -242 81 (98) 38,327 40,890 Vehicle Leases 602 49450 01 550.00 Motor Vehicle Purchases --- - - - 602 49450 01 560.00 Furniture & Fixture Purchases -218 - - 500 500 602 49450 01 570.00 Office Equipment Purchases --- - 500 500 602 49450 01 580.00 Other Equipment Purchases --- 4,589 - - 602 49450 01 602.00 Sewer Service Charges 1,386,562 1,311,672 1,546,939 1,653,332 1,808,003 1,894,346 MWCC Chgs (Matches Rate Model) 602 49450 01 611.00 Bond Interest 117 437 440 219,646 - - 602 49450 01 612.00 Interest on Leases/SBITAS - - - 106 - - 602 49450 01 621.00 Bond Paying Agent & Admin - - - 185,700 - - 602 49450 01 710.00 Transfers 38,025 75,561 1,587 1,258,718 -571,325 Transfer for 2023A Bond OPERATING EXPENDITURES 2,104,505 3,208,663 3,346,429 5,083,860 3,329,705 4,185,086 602 49451 01 219.00 Other Operating Supplies 3,310 - - 4,220 3,200 3,200 602 49451 01 221.00 Equipment Parts - - - - 800 800 602 49451 01 229.00 Other Maintenance Supplies - - - - 200 200 602 49451 01 303.00 Engineering Fees - - - - - - 602 49451 01 381.00 Electric Utilities 2,925 2,825 3,000 3,000 3,000 3,000 602 49451 01 403.00 Contracted R & M - Other Impr 347 26,478 395 440 2,000 2,000 602 49451 01 439.00 Other Miscellaneous Charges - - - 4,469 100 100 TOTAL LIFT STATION #1 EXPENDITURES 6,582 29,303 3,395 12,128 9,300 9,300 602 49452 01 219.00 Other Operating Supplies - - - - 100 100 602 49452 01 221.00 Equipment Parts - - - - 800 800 602 49452 01 229.00 Other Maintenance Supplies 31 - - - 200 200 602 49452 01 381.00 Electric Utilities 518 485 661 520 700 700 602 49452 01 403.00 Contracted R & M - Other Impr 1,323 4,368 - - 2,000 2,000 602 49452 01 439.00 Other Miscellaneous Charges - - - - 100 100 TOTAL LIFT STATION #7 EXPENDITURES 1,872 4,853 661 520 3,900 3,900 602 49453 01 219.00 Other Operating Supplies 3,310 - - - 100 100 602 49453 01 221.00 Equipment Parts - - - - 800 800 602 49453 01 229.00 Other Maintenance Supplies - - - - 200 200 602 49453 01 381.00 Electric Utilities 4,330 2,799 2,799 2,597 4,000 4,000 602 49453 01 403.00 Contracted R & M - Other Impr 118,426 4,035 520 3,823 2,000 2,000 602 49453 01 439.00 Other Miscellaneous Charges - - - - 100 100 TOTAL LIFT STATION #3 EXPENDITURES 126,066 6,834 3,319 6,420 7,200 7,200 602 49454 01 219.00 Other Operating Supplies - - - - 100 100 602 49454 01 221.00 Equipment Parts - - - - 800 800 602 49454 01 229.00 Other Maintenance Supplies - - - - 200 200 602 49454 01 381.00 Electric Utilities 4,610 2,898 2,259 2,271 6,000 6,000 602 49454 01 403.00 Contracted R & M - Other Impr 41,931 275 - (22,150) 2,000 2,000 602 49454 01 439.00 Other Miscellaneous Charges - - --100 100 TOTAL LIFT STATION #4 EXPENDITURES 46,541 3,173 2,259 (19,879) 9,200 9,200 602 49455 01 219.00 Other Operating Supplies - - - - 100 100 602 49455 01 221.00 Equipment Parts - - - - 800 800 602 49455 01 229.00 Other Maintenance Supplies - - - - 200 200 602 49455 01 303.00 Engineering Fees - - - - - - 602 49455 01 310.00 Testing Services - - - - - - 602 49455 01 381.00 Electric Utilities 5,822 4,034 5,062 4,452 6,000 6,000 602 49455 01 403.00 Contracted R & M - Other Impr 74,926 3,135 - - 2,000 2,000 602 49455 01 439.00 Other Miscellaneous Charges - - - - 100 100 TOTAL LIFT STATION #5 EXPENDITURES 80,747 7,169 5,062 4,452 9,200 9,200 602 49456 01 219.00 Other Operating Supplies - - - - 100 100 602 49456 01 221.00 Equipment Parts - - - 1,544 800 800 602 49456 01 229.00 Other Maintenance Supplies - - - - 200 200 602 49456 01 381.00 Electric Utilities 3,557 1,738 1,333 1,234 6,000 6,000 Page 340 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments --------------------- ---------------- -------------------------------------------------- ----------------------------------- ----------------- ------------------ ----------------- ----------------- ----------------------------------------------------- 2025 BUDGET WORKSHEETS SEWER UTILITY 602 49456 01 403.00 Contracted R & M - Other Impr 347 3,859 15,950 - 2,000 2,000 602 49456 01 439.00 Other Miscellaneous Charges - - - - 100 100 _ TOTAL LIFT STATION #6 EXPENDITURES 3,904 5,597 17,283 2,778 9,200 9,200 602 49457 01 219.00 Other Operating Supplies - - - - 100 100 602 49457 01 221.00 Equipment Parts - - 26,342 - 500 500 602 49457 01 229.00 Other Maintenance Supplies - - - - 200 200 602 49457 01 381.00 Electric Utilities 1,539 1,578 1,553 1,509 1,200 1,200 602 49457 01 403.00 Contracted R & M - Other Impr 1,053 - - - 2,000 2,000 602 49457 01 439.00 Other Miscellaneous Charges - - - - 100 100 TOTAL LIFT STATION #9 EXPENDITURES 2,593 1,578 27,895 1,509 4,100 4,100 602 49458 01 219.00 Other Operating Supplies - - - - 100 100 602 49458 01 221.00 Equipment Parts - - 3,921 - 500 500 602 49458 01 229.00 Other Maintenance Supplies - - - - 200 200 602 49458 01 381.00 Electric Utilities 448 472 519 476 800 800 602 49458 01 403.00 Contracted R & M - Other Impr 347 135 - - 2,000 2,000 602 49458 01 439.00 Other Miscellaneous Charges - - - - 100 100 TOTAL LIFT STATION #8 EXPENDITURES 796 607 4,440 476 3,700 3,700 602 49460 01 219.00 Other Operating Supplies - - - - 100 100 602 49460 01 221.00 Equipment Parts 500 - - - 500 500 602 49460 01 229.00 Other Maintenance Supplies - - - - 200 200 602 49460 01 381.00 Electric Utilities 304 346 449 370 400 400 602 49460 01 403.00 Contracted R & M - Other Impr 22,583 - - - 2,000 2,000 602 49460 01 439.00 Other Miscellaneous Charges - - - - 100 100 TOTAL LIFT STATION #10 EXPENDITURES 23,387 346 449 370 3,300 3,300 602 49461 01 219.00 Other Operating Supplies - - - - 100 100 602 49461 01 221.00 Equipment Parts - - - - 500 500 602 49461 01 229.00 Other Maintenance Supplies - - - - 200 200 602 49461 01 381.00 Electric Utilities - - - - 400 400 602 49461 01 403.00 Contracted R & M - Other Impr 2,102 - - - 2,000 2,000 602 49461 01 439.00 Other Miscellaneous Charges - - - - 100 100 TOTAL LIFT STATION #11 EXPENDITURES 2,102 - - - 3,300 3,300 602 49462 01 219.00 Other Operating Supplies - - - - 100 100 602 49462 01 221.00 Equipment Parts - - - - 500 500 602 49462 01 229.00 Other Maintenance Supplies - - - - 200 200 602 49462 01 381.00 Electric Utilities 363 485 614 728 400 400 602 49462 01 403.00 Contracted R & M - Other Impr 347 681 - - 2,000 2,000 602 49462 01 439.00 Other Miscellaneous Charges - - - - 100 100 TOTAL LIFT STATION #12 EXPENDITURES 711 1,166 614 728 3,300 3,300 SEWER UTILITY DEPARTMENT TOTALS 2,399,807 3,269,289 3,411,806 5,093,362 3,395,405 4,250,786 Page 341 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments --------------------- ---------------- -------------------------------------------------- ----------------------------------- ----------------- ----------------- ----------------- ----------------- ----------------------------------------------------- 603 33400.00 State Grants & Aids 839 - - 39 - - 603 33425.00 Other State Grants & Aids -574 1,878 - - - 603 33620.00 Other County Grants & Aids - - 32,734 - - - 603 34108.00 Administrative Fees-Other Funds 11,753 11,890 27,870 44,616 6,300 6,300 5% of 5% Fees-Const Projects 603 34115.00 Buffer Monumentation 2,450 -- - 2,000 2,000 603 36101.00 Principal - Special Assessments 24,414 1,805 6,897 446 27,000 27,000 603 36101.01 Principal - Special Assessments -23,038 24,088 30,542 - - 603 36101.03 Principal - Special Assessments -947 1,652 1,191 - - 603 36101.05 Principal - Special Assessments -81 423 321 - - 603 36101.11 Principal - Special Assessments -217 482 766 - - 603 36102.00 Penalties & Interest - S/A 417 (223)1,517 802 - - 603 36210.00 Interest Earnings - Investments 83,834 89,058 (232,868) 337,955 75,000 75,000 603 36215.00 Interest Earnings 2,076 746 220 - - - 603 36260.00 Other Revenues - 3,938 4,509 130 - - 603 36262.00 Special Settlements - - - 17,414 - - 603 36270.00 Capital Contributions - 2,563,806 6,459,230 3,989,721 - - 603 36275.00 Refunds & Reimbursements - - 21,598 19,553 - - 603 37300.00 Storm Water Utility Revenues 1,422,689 1,462,178 1,512,347 1,700,250 1,790,000 1,879,500 Based on rate model 603 37360.00 Penalties - Storm Water Utility 3,118 9,639 11,533 11,086 11,000 11,000 603 39103.00 Gain or Loss from F/A Disposal - - (4,410) - - - 603 39203.00 Transfer From______________81,291 33,263 28,816 51,240 - - DEPARTMENT REVENUES 1,632,880 4,200,956 7,898,516 6,206,073 1,911,300 2,000,800 603 49500 77 101.00 Salaries & Benefits - Administrative 230,896 193,161 210,034 182,738 190,000 251,900 All Salary Costs Inclusive of Salary, Taxes, PERA & Benefits 603 49500 77 102.00 Full-Time Overtime - Administrative - - - - - - 603 49500 78 101.00 Salaries & Benefits - Technical/Clerica 230,385 239,214 249,410 264,803 274,900 303,500 603 49500 78 102.00 Full-Time Overtime - Technical/Clerica 635 638 142 177 - - 603 49500 79 101.00 Salaries & Benefits - Maintenance 96,456 104,953 101,879 110,681 136,000 129,400 603 49500 79 102.00 Full-Time Overtime - Maintenance 6,502 5,591 5,757 5,984 6,600 6,300 603 49500 99 103.00 Part-Time Salaries & Benefits 3,713 9,999 4,652 1,771 9,200 9,200 603 49500 01 203.00 Printed Forms & Paper 75 - - - 75 75 Outsource Bill Printint (313.00) 603 49500 01 205.00 Plotter Ink & Paper - - - 141 300 300 603 49500 01 208.00 Miscellaneous Supplies 704 157 - - 400 400 Stakes, Ribbons, Level, etc. 603 49500 01 209.00 Other Office Supplies -48 - - - - 603 49500 01 212.00 Motor Fuels 4,700 1,180 4,715 - 4,700 4,700 3% Covered by Storm Utility 603 49500 01 224.00 Street Maintenance Materials 3,046 311 - 2,162 3,000 3,000 Patching Material for Washouts 603 49500 01 225.00 Landscaping Materials - - - 1,292 4,000 4,000 603 49500 01 225.01 Rip-Rap, Matting, Rock, etc.703 - - - - - 603 49500 01 225.02 Black Dirt, Seed, Sod, etc.1,217 1,457 - - - - 603 49500 01 226.00 Sign Repair Materials - - - 600 3,000 3,000 Wetland Buffer Signs 603 49500 01 230.00 Repair Materials & Supplies 2,598 2,140 1,051 1,058 3,000 3,000 Culverts, Catch Basins, Structures 603 49500 01 240.00 Safety Equipment & PPE 509 453 152 820 1,000 1,000 Vests, Glasses, Gloves, Hardhats, etc. 603 49500 01 241.00 Small Tools 309 1,536 486 120 1,500 1,500 603 49500 01 242.00 Minor Equipment 7,508 1,290 - 1,154 6,000 7,500 2025 Spill Kits 603 49500 01 303.00 Engineering Fees - - 28,083 54,141 29,000 50,000 Glenrose Pond, Cimmaron Court Pond c 603 49500 01 303.02 NPDES Phase II 5,866 4,674 3,373 - - - 603 49500 01 303.03 CSMP Update - - 450 - - - 603 49500 01 303.04 Miscellaneous 99,045 88,690 11,436 - - - 603 49500 01 304.00 Legal Fees 425 722 440 583 2,000 2,000 603 49500 01 310.00 Testing Services - - - - 17,025 17,025 Water Quality Tests & Monitoring (2023 603 49500 01 312.00 Gopher State One-Call 1,824 3,490 3,666 3,828 3,500 4,000 $12,000 Annually Split 1/3 Each Utility 603 49500 01 313.00 Outsource Bill Printing/Mailing 6,221 6,438 6,845 7,699 8,300 8,300 603 49500 01 315.00 Special Programs 2,700 4,500 8,279 7,647 10,000 10,000 WHEP, CAMP, MCSC, Adopt A Drain, L 603 49500 01 318.00 Contract Engineer - - - - - - 603 49500 01 319.00 Other Professional Services - - - 5,025 10,000 7,500 Pump Inspection at All Lift Stations 603 49500 01 319.01 SCADA 1,265 819 - - - - 603 49500 01 319.02 Lift Station Inspection -3,330 - - - - 603 49500 01 320.00 Credit Card Activity Fees 11,248 2,152 1,172 1,167 5,000 5,000 1/3 Cost of C/C Pymt Processing 603 49500 01 321.00 Telephone Costs 4,857 5,418 7,557 8,061 7,000 7,000 Cell Phones, Modesm, GPS 603 49500 01 322.00 Postage Costs 265 252 312 -400 400 Outsource Mailing (313.00) 603 49500 01 323.00 Radio Units 5,255 1,409 1,442 1,643 1,500 1,500 603 49500 01 351.00 Legal Notices Publishing -216 - - - - 603 49500 01 352.00 General Notices & Public Info 1,234 980 94 - 1,000 1,000 603 49500 01 365.00 Workers Comp Insurance 11,658 14,520 15,966 22,876 16,000 16,000 Storm Water's Share of Premiums 603 49500 01 369.00 Other Insurance 1,935 2,194 2,245 2,568 2,500 2,500 Storm Water's Share of Premiums 603 49500 01 391.00 P.C. Maintenance - - - 3,077 2,900 2,900 603 49500 01 391.01 U/B Software Maintenance 2,203 2,227 2,227 - - - 603 49500 01 391.02 Auto Read Software Support 808 800 850 - - - 603 49500 01 393.00 P.C. Hardware Purchases 1,487 134 391 - 3,000 3,000 2025 Replacement iPad for Stormwater 603 49500 01 394.00 P.C. Software Purchases - - - 10,256 30,300 30,550 ESRI, Cartegraph, DataFi Licenses, Ora 603 49500 01 394.01 Licensing & Maintenance 10,420 9,372 10,057 - - - 603 49500 01 403.00 Contracted R & M - Other Impr - - - 74,691 505,000 300,000 From CIP 2025 Cormorant Pond Cleano 603 49500 01 403.01 Ditching 1,325 - 1,434 - - - 2025 BUDGET WORKSHEETS STORM WATER UTILITY Page 342 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments --------------------- ---------------- -------------------------------------------------- ----------------------------------- ----------------- ----------------- ----------------- ----------------- ----------------------------------------------------- 2025 BUDGET WORKSHEETS STORM WATER UTILITY 603 49500 01 403.02 Catch Basins, Manholes, Etc.33,076 176,636 1,650 - - - 603 49500 01 403.03 Pond Inspection & Maintenance 57,384 3,000 - - - - 603 49500 01 405.00 MS4 Permit Compliance - - 7,834 45,254 140,000 50,000 Inspection, GIS, Guidance, Etc. 603 49500 01 405.01 Engineering Fees 30,282 68,582 37,322 - - - 603 49500 01 405.02 Equipment Rental 18,514 332 - - - - 603 49500 01 405.03 Dirt, Seed, Rip Rap, Etc.- 1,800 - - - - 603 49500 01 405.04 Contracted Maintenance 45,200 10,717 4,960 - - - 603 49500 01 416.00 Machinery Rental 373 593 3,920 5,000 4,000 4,000 Pumps for landlocked ponds, remote con 603 49500 01 421.00 Depreciation Expense - 813,384 833,752 913,909 - - 603 49500 01 422.00 Depreciation Expense-Leased Assets --- 4,428 - - 603 49500 01 433.00 Dues & Subscriptions 2,600 2,600 2,600 - 3,200 3,200 SUSA w/602, MN SW Coal, WS Part 603 49500 01 435.00 Books & Pamphlets - - 717 -500 500 Utility Information 603 49500 01 437.00 Conferences & Seminars - - 420 3,584 5,800 5,800 MECA, Salt Symposium, MN Water Res 603 49500 01 437.01 Storm Water Management 360 - - - - - 603 49500 01 437.04 Cartegraph, ESRI, GIS 491 662 - - - - 603 49500 01 437.05 Miscellaneous Training 250 1,472 624 - - - 603 49500 01 439.00 Other Miscellaneous Charges 392 351 11 246 300 300 603 49500 01 530.00 Improvements Other Than Bldgs 817 -525,000 75,000 Street Imp Prgm, Storm Imp Prgm 603 49500 01 530.02 Stormwater System Improvements 197,227 109,999 108,380 --- 603 49500 01 540.00 Heavy Machinery Purchases 26,327 - - - 603 49500 01 548.00 Lease Program-P.W. Vehicles 1,366 242 81 (98)25,552 27,260 Vehicle Leases 603 49500 01 550.00 Motor Vehicle Purchases - - - - - - 603 49500 01 560.00 Furniture & Fixture Purchases -218 - - 500 500 603 49500 01 580.00 Other Equipment Purchases 2,886 -- - - - 603 49500 01 586.00 Computer Equipment Purchases - - - - 500 500 603 49500 01 611.00 Bond Interest 117 437 440 49,571 - - 603 49500 01 612.00 Interest on Leases/SBITAS - - - 106 - - 603 49500 01 621.00 Bond Paying Agent & Admin - - - 42,225 - - 603 49500 01 710.00 Transfers 159,827 35,779 -122,775 Transfer for 2023A Bond 603 49500 01 710.10 Projects 243,765 127,073 OPERATING EXPENDITURES 1,420,609 2,032,560 1,847,951 1,876,765 2,003,452 1,487,285 603 49511 01 221.00 Equipment Parts - - - - 500 500 603 49511 01 381.00 Electric Utilities 289 211 283 251 500 500 603 49511 01 403.00 Contracted Repair & Maintenance 347 - - - 1,000 30,000 Brackets & Pumps may need replaceme TOTAL LIFT STATION #1/COPPER POND EXPENDITURES 637 211 283 251 2,000 31,000 603 49512 01 221.00 Equipment Parts - - - - 500 500 603 49512 01 381.00 Electric Utilities - - - - 500 500 603 49512 01 403.00 Contracted Repair & Maintenance 80,211 2,971 - (78,377)1,000 1,000 TOTAL LIFT STATION #2/SCHWARZ POND EXPENDITURES 80,211 2,971 - (78,377)2,000 2,000 603 49513 01 221.00 Equipment Parts - - - - 500 500 603 49513 01 381.00 Electric Utilities 8,342 2,696 2,697 1,936 7,200 7,200 603 49513 01 403.00 Contracted Repair & Maintenance 347 4,723 - - 1,000 1,000 TOTAL LIFT STATION #3/BIRGER POND EXPENDITURES 8,689 7,418 2,697 1,936 8,700 8,700 603 49514 01 221.00 Equipment Parts -236 - - 500 500 603 49514 01 381.00 Electric Utilities 889 434 333 308 2,500 2,500 603 49514 01 403.00 Contracted Repair & Maintenance 747 - - - 10,000 10,000 2024 Pump & Control System Redesign TOTAL LIFT STATION #4/MARCOTT POND EXPENDITURES 1,637 670 333 308 13,000 13,000 603 49515 01 221.00 Equipment Parts - - - - 15,000 15,000 603 49515 01 381.00 Electric Utilities - - - - 500 500 603 49515 01 403.00 Contracted Repair & Maintenance 347 - - - 1,000 1,000 2024 Install 2nd Pump for Redundancy TOTAL LIFT STATION #5/HAWKINS POND EXPENDITURES 347 - - - 16,500 16,500 603 49516 01 221.00 Equipment Parts - - - - 500 500 603 49516 01 381.00 Electric Utilities 465 488 532 532 500 500 603 49516 01 403.00 Contracted Repair & Maintenance 1,467 - - - 1,000 1,000 OTAL LIFT STATION #6/GLENDALOUGH POND EXPENDITURES 1,932 488 532 532 2,000 2,000 603 49517 01 221.00 Equipment Parts - - - - 500 500 603 49517 01 381.00 Electric Utilities 720 429 496 462 500 500 603 49517 01 403.00 Contracted Repair & Maintenance 1,251 - - - 1,000 1,000 TOTAL LIFT STATION #7/HORSESHOE POND EXPENDITURES 1,971 429 496 462 2,000 2,000 603 49518 01 221.00 Equipment Parts - - - - 500 500 Page 343 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments --------------------- ---------------- -------------------------------------------------- ----------------------------------- ----------------- ----------------- ----------------- ----------------- ----------------------------------------------------- 2025 BUDGET WORKSHEETS STORM WATER UTILITY 603 49518 01 381.00 Electric Utilities 224 207 492 469 500 500 603 49518 01 403.00 Contracted Repair & Maintenance 2,102 - - - 1,000 1,000 TOTAL LIFT STATION #8/DUNMORE POND EXPENDITURES 2,326 207 492 469 2,000 2,000 STORM WATER UTILITY DEPARTMENT TOTALS 1,518,359 2,044,954 1,852,784 1,802,348 2,051,652 1,564,485 Page 344 of 349 2024 2025 2020 2021 2022 2023 Adopted Proposed Account # Description Actual Actual Actual Actual Budget Budget Comments --------------------- ---------------- -------------------------------------------------- ----------------------------------- ----------------- ----------------- ----------------- ----------------- ----------------------------------------------------- 608 31010.00 Current Ad Valorem Taxes - - - - - - 608 34306.00 Other Highway & Street Revenue 19,008 24,912 60,480 18,000 - - 608 36101.00 Principal - Special Assessments 3,620 2,913 811 1,324 - - 608 36101.01 Principal - Special Assessments - 3,306 6,009 6,764 - - 608 36101.03 Principal - Special Assessments -229 363 302 - - 608 36101.05 Principal - Special Assessments -20 91 133 - - 608 36101.11 Cnty Pymts - Delinquents --77 142 - - 608 36102.00 Penalties & Interest - S/A -5 141 412 - - 608 36210.00 Interest Earnings - Investments - - 1,967 3,674 500 500 608 36215.00 Interest Earnings 9 20 11 - - - 608 36220.00 Rents & Royalties - - - - - - 608 36260.00 Other Revenue - - - - - - 608 36270.00 Capital Contributions - - - - - - 608 37400.00 Street Light Revenues 226,771 208,925 215,046 231,667 250,000 272,500 608 37460.00 Penalties - Street Light Revenues 775 1,804 1,674 1,703 - - 608 37470.00 Other Street Light Revenues - - - - - - 608 39201.00 Transfer from General Fund - - - - - - 608 39202.00 Contribution from Enterprises - - - - - - 608 39203.00 Transfer from________________- - - - - - DEPARTMENT REVENUES 250,183 242,134 286,671 264,120 250,500 273,000 608 49508 77 101.00 Salaries & Benefits - Administrative - - - - - - All Salary Costs Inclusive of Salary, Taxes, PERA & Benefits 608 49508 77 102.00 Full-Time Overtime - Administrative - - - - - - 608 49508 78 101.00 Salaries & Benefits - Technical/Clerica - - - - - - 608 49508 78 102.00 Full-Time Overtime - Technical/Clerica - - - - - - 608 49508 79 101.00 Salaries & Benefits - Maintenance - - - - - - 608 49508 79 102.00 Full-Time Overtime - Maintenance - - - - - - 608 49508 99 103.00 Part-Time Salaries & Benefits - - - - - - 608 49508 01 219.00 Other Operating Supplies -674 - - - - 608 49508 01 221.00 Equipment Parts 1,602 -- 126 - - 608 49508 01 304.00 Legal Fees - - - - - - 608 49508 01 313.00 Outsource Bill Print/Mail 1,715 2,146 2,282 2,566 - - 608 49508 01 317.00 General Fund Admin Fees - - - - - - 608 49508 01 319.00 Other Professional Services - - - - - - 608 49508 01 322.00 Postage Costs 39 84 104 - - - 608 49508 01 352.00 General Notices & Public Info - - - - - - 608 49508 01 381.00 Electric Utilities 183,624 192,098 219,738 218,530 230,000 230,000 New developments 608 49508 01 394.00 P.C. Software Purchases 750 - - - - - 608 49508 01 409.00 Other Contracted Repair & Maint. 5,384 6,400 8,627 13,907 15,600 15,600 LED Conversions, Intersection Lights on 608 49508 01 421.00 Depreciation Expense - - - - - - 608 49508 01 439.00 Other Miscellaneous Charges - - 378 400 - - 608 49508 01 530.00 Improvements Other Than Buildings - 4,714 26,873 1,873 20,800 30,000 608 49508 01 710.00 Transfers - - - - - - OPERATING EXPENDITURES 193,113 206,116 258,002 237,403 266,400 275,600 2025 BUDGET WORKSHEETS STREET LIGHT UTILITY Page 345 of 349 Main Calendar Port Authority Meeting September 17, 2024, 5:30 PM - 7:00 PM The Port Authority will tour the Life Time facility as part of the regular meeting. More Details City Council Meeting September 17, 2024, 7:00 PM - 8:00 PM More Details Food Truck Festival September 21, 2024, 4:00 PM - 9:00 PM More Details Parks and Recreation Commission Meeting September 23, 2024, 7:00 PM - 8:00 PM More Details Utility Commission Regular Meeting - UPDATED TIME September 23, 2024, 7:00 PM - 8:00 PM More Details Halloween Costume Swap September 24, 2024, 6:00 PM - 8:00 PM Bring your gently used and clean Halloween costumes you no longer want to our swap event and bring home items that are new to you! No donation is necessary to shop the swap. Accepting adult, kids, and even pet costumes. To donate in advance, contact Violet Penman at violet.penman@rosemountmn.gov. More Details Planning Commission September 24, 2024, 6:30 PM - 7:30 PM More Details Youth Commission Meeting September 25, 2024, 3:45 PM - 4:45 PM More Details Su M Tu W Th F Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 2 3 4 5 September 2024 @ Life Time Fitness @ Central Park Select Language Translate Page 346 of 349 Government Websites by CivicPlus® Translate Page 347 of 349 Main Calendar City Council Work Session Meeting October 1, 2024, 5:00 PM - 7:00 PM More Details City Council Meeting October 1, 2024, 7:00 PM - 8:00 PM More Details Fall Cleanup Day October 5, 2024, 8:00 AM - 12:00 PM More Details Environment and Sustainability Commission Meeting October 8, 2024, 6:00 PM - 7:00 PM More Details Octoberfest! October 12, 2024, 12:00 PM - 7:00 PM New event featuring a beer garden, food, live music, and activities. More info coming soon! More Details Port Authority Meeting October 15, 2024, 6:00 PM - 7:00 PM More Details City Council Meeting October 15, 2024, 7:00 PM - 8:00 PM More Details Planning Commission October 22, 2024, 6:30 PM - 7:30 PM More Details Youth Commission Meeting October 23, 2024, 3:45 PM - 4:45 PM More Details Halloween Trail October 26, 2024, 6:00 PM - 8:00 PM Non-perishable food item donations will be accepted on behalf of the Rosemount Family Resource Center. More Details Utility Commission Meeting October 28, 2024, 5:30 PM - 6:30 PM Su M Tu W Th F Sa 29 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 October 2024 @ Erickson Park @ Central Park @ Central Park Select Language Translate Page 348 of 349 More Details Government Websites by CivicPlus® Translate Page 349 of 349