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Home My WebLink About8.a. Receive Feasibility Report/Set Public Hearing 145th Street Improvement. City Project #235 t y CITY OF ROSEMOIINT EXECUTIVE SUL�?ARY FOR ACTION CITY COUNCIL MEETING DATE: January 19, 1993 AGENDA ITEM: Receive Feasibility Report/Set AGENDA SECTION: Public Hearing, 145th Street Imprv, Prj #235 �New Business PREPARED BY: Bud Osmundson AGENDA I�� City Engineer/Assistant Public Works Director i � � ATTACHI�NTS: Feasibility Report AP OVE BY Mailing List, Public Notice, Resolution �� This item is to receive the feasibility report and set the public heari.ng for City Project #235, 145th Street & Utility Improvements from Shannon Parkway to Cameo Avenue. This project includes the realignment of the Chippendale/Chili Avenue intersection and the complete reconstruction of 145th Street West as described. The consultant, QSM Engineering, and Staff recommend that the proposed roadway section for 145th Street be 40' wide, which is the existing section through the area from Chili. to Cameo Avenues. Widening, as described in the feasibility report, is required for turn lanes at the new Chippendale/Chili intersection. Also included in the project is approximately 2,100 feet of 12�� watermain from the Chili/Chippendale intersection to Cameo Avenue. The 12° watermain confonns to the recommendations in the 1988 Comprehensive Water System Plan and should improve both volume and pressure in this older part of town. In addition, after reviewing the television inspection of the sanitary sewer lines on 145th Street from Cameo to Chili, and taking into consideration the age of these lines, it is recommended that they be totally replaced for this length. Also to be installed is the storm drain facilities that are required in the area. Sanitary sewer and water services will be replaced to the right-of-way line for each home along 145th Street. This replacement of the services will necessitate the replacement of the sidewalk on both sides of 145th Street. Private utilities affected by the project in the area are N.S.P. Electric, Vista Telephone and Star Cablevision. Previously we had been asked by �Council to investigate the cost of rerouting overhead electric lines on 145th Street. As stated in the feasibility report; this is a main transmission line for N.S.P. and therefore is quite costly to relocate. In addition, individual home services would be effected by any relocating or burying of electrical and cable lines as described in the report. Funding for the project will come from Municipal State Aid Street Funds, Assessments, Water Core, Sewer Core and Storm Sewer Core Funds. An informational meeting was held on Wednesday, January 13, 1993 and I will give you a verbal update on what transpired from that meeting. Brian Bourassa, P.E. , Project Manager from OSM will be at the meeting along with Staf£ to give an overview and answer questions. Staff recommends Council receive the feasibility report and set the Public Hearing for February 16, 1993 to consider the project. RECONIl++lENDED ACTION: MOTION TO ADOPT A RESOLUTION RECEIVING FEASIBILITY REPORT/SETTING PUBLIC HEARING FOR 145TH STREET IMPROVEMENTS FROM SHANNON PARKWAY TO CAMEO AVENUE, CITY PROJECT #235 . COUNCIL ACTION: 2 CITY OF ROSEMOUNT DAKOTA COUNTY, MINNESOTA RESOLUTION 1993 - 08 A RESOLUTION RECEIVING THE FEASIBILITY REPORT OF CITY PROJECT #235, 145TH STREET & UTILITY IMPROVEMENTS FROM SHANNON PARKWAY TO CAMEO AVENUE, AND CHILI AVENUE FROM 145TH STREET TO NORTH TERMINUS, AND CALLING FOR PUBLIC HEARING TO CONSIDER THE PROJECT WHEREAS, the City Council deemed it necessary and expedient that the City of Rosemount, Minnesota, construct certain improvements, to -wit: City Project #235, 145th Street & Utility Improvements, in the City as described in and in accordance with the feasibility report prepared by Orr Schelen Mayeron & Associates, Inc., Consulting Engineers; and WHEREAS, the City Council has been advised by the Consulting Engineers that said street and utility improvements, City Project #235, is feasible, and should best be made as proposed, and the Consulting Engineers' report to this effect has heretofore been received by Council, and filed with the Administrator /Clerk on January 19, 1993; and WHEREAS, the statute provided that no such improvements shall be made until the Council has held a public hearing on such improvements following mailed notice and two publications thereof in the official newspaper stating time and place of the hearing, the general nature of the improvement, the estimated costs thereof, and the area proposed to be assessed, in accordance with the law. NOW THEREFORE BE IT RESOLVED, the City Council of the City of Rosemount accepts the feasibility report for City Project 235 and places it on file; and NOW THEREFORE BE IT FURTHER RESOLVED, by the City Council of the City of Rosemount that a public hearing be scheduled to consider City Project #235, 145th Street and Utility Improvements from Shannon Parkway to Cameo Avenue and Chili Avenue from 145th Street to north terminus to be held on Tuesday, February 16, 1993 at 8:00 o'clock p.m., or as soon thereafter as possible, in the Council Chambers of City Hall. ADOPTED this 19th day of January, 1993. E. B. McMenomy, Mayor ATTEST: .ecru /� S san M. alsh, City Clerk Motion by: McMenomy Seconded by: Wippermann Voted in favor: Willcox, Wippermann, McMenomy, Staats, KlassPn Voted against: None i�� o osevvcoun� PHONE (612)423-4411 2875-1a5th Street West,Rosemount,Minnesota MAYOR FAX (612)4235203 Mailing Address: ECward B.Mt�Aenomy P.O.Box 510,Aosemount,Minnesota35068-0510 COUNCILMEMBERS , Sheila Klassae James(Red)Staats CITY OF ROSEMOUNT "e`"wn�°" Dennis Wippertnann DAKOTA COUNTY� MINNESOTA AOMINISTRATOR Stephan Jilk PUBLIC NOTICf NOTICE OF PUBLtC HEARING ON IMPROVEMENTS 145TH STREET AND UTILITY IMPROVEMENTS FROM SHANNON PARKWAY TO CAMEO AVENUE AND CHILI AVENUE FROM 145TH STREET TO NORTH TERMINUS CITY PROJECT NO. 235 TO WHOM (T MAY CONCERN: NOTICE IS HEREBY GIVEN, that the City Council of the City of Rosemount, Minnesota will meet at 8:00 o'clock p.m. or as soon thereafter as possible, Tuesday, February 16, 1993, in the Council Chambers of the City Hall, 2875 145th Street West, to consider the following improvements: Project #235 - 145th Street and Utility Improvements from Shannon Parkway to Cameo Avenue and Chili Avenue from 145th Street to north terminus The nature of improvements shall include the construction of curb and gutter, strest surfacing, sanitary sewer� sanitary sewer services, watermain and water services, storm drain, sidewalk, street lights, private utilities and restoration. The total estimated cost of said improvements is 51 ,575,600. , The area proposed to be assessed for the foregoing improvements will generally be: Outlot A, Car'rollton Addition; Lots 15 & 16, Block 1, Motz Addition; Lot 10, Slock' 2, Motz Addition; Lot 10, Block 1 , Motz 2nd Addition; Lot 10, Block 2, Motz 2nd Addition; Lot 10, Block 1 , Motz 3rd Addition; Lot 10, Block 2, Motz 3rd Addition; Lots 1-3, Black 1, Rahn's 4th Addition; Lots 1 & 2, Block 1 � Rahn's Addition; Also included are the following parcels all within Sections 29 and 30, Township 115 North, Range 19 West, with the Parcel Identification Numbers as follows: 34-03010-(012-80; 016-80; 015-86; 014-88; 010-91; 010-90; 010-85; 010-20) 34-03700-(080- 06; 100-06; 120-06; 130-06; 090-06; 010-06; 070-06; 050-06; 060-06; 171-06; 160-06; 180- 06; 010-11 ; 011-11 ; 011-12; 012-12; 010-13; 030-44; 020-44; 010-44; 020-43; 010-43; 010- 42; 020-41 ; 010-41; 190-06) 34-03800-(020-12; 030-12; 130-12; 120-12; 200-12; 190-12; 020-11; 010-1 1 ; 010-10; 010-08; 010-441. � '� �/ �ver��ings �oming �UL� �osemount�� . . C�rNr<�✓��dfin� . . ��. . Public Notice-City Project 235 Page 2 Such person(s) as desires to be heard with reference to the proposed improvements wili be heard at this meeting. Written or oral opinion will be considered. Dated this 19th day of January 1993 BY ORDER OF THE CITY COUNCIL. Susan M. Walsh City Clerk City of Rosemount Dakota County, Minnesota � 4 MAILING LIST PUBLIC HEARING NOTICE CITY PROJECT 235 e 145TH STREET AND UTILITY IMPROVEMENTS FROM SHANNON PARKWAY TO CAMEO AVENUE AND CHILt AVENUE TO THE NORTH TERMINUS FEBRUARY 'I6, 1993 @ 8:00 P.M. Fred Uitdenbogerd Richard L. & Emmet Carroll Mary E Hynes 14540 Dodd Blvd 4485 Oak Chase Lane 3405 145th St W Rosemount, MN 55068 Eagan, MN 55123-1814 Rosemount, MN 55068 Marguerite A. Tste Miilard Robert F & Joyce A Shimota . Kenneth & Margaret 'Gist 3405 144th St W 10703 Prescott Ct 3400 144th St W Rosemount, MN 55068 Burnsville, MN 55337-1032 Rosemount, MN 55'068 Richard C. & Hulda Skille Rosewood Manor John D & Brandi K Felstead 3400 Upper 143rd St W % Tycon Management 3395 145th St W ' Rosemount, MN 55068 321 University Ave S E Rosemount, MN 55068 Minneapolis, MN 55414 Robert & Lavonne Feuerstein Vernon R. Kelley Marvin & Natalie Schroeder 3405 Upper 143rd St W 7930 Pleasant Ave S 3375 145th St W Rosemount, MN 55068 Minneapolis, MN 55420 Rosemount, MN 55068 Patrick F & Mary R Finnegan William Jr. & Marilyn Carlon Box 16 Ashley J Kornovich 3400 143rd St W Rosemount, MN 55068 3355 145th St W Rosemount, MN 55068 Rosemount, 'MN 55068 Vista Telephone Co 14450 Burnhaven Dr Charles F. & Jean F. Todd Burnsville, MN 55337 WiHiam C & Jeryl G Mawe 3405 143rd St W 3335 145th St W Rosemount, MN 55068 Rosemount, MN 55068 Carl & Ruth Rechtzigal ' Box 294 Tom Thumb Food Markets Rosemount, MN 55068 Robert & Betty Toombs 110 17th St E 3325 145th St W ' Hastings, MN 55033 Rosemount, MN 55068 Donal & Mary Garroll ' 2440 Southview Ct ' Hastings, MN 55033 , , Steven & Deborah Strese Robert L & Diane R Cherry Theresa Waliachy 3315 145th St W 3155 145th St W 3330 145th St W Rosemount, MN 55068 Rosemount, MN 55068 Rosemount, MN 55068 Helen W Johnson Helyn & Eugene Duff 3305 145th St W 3135 145th St W Rosemount, MN 55068 Rosemount, MN 55068 Jame A & Angeline Nelson 3320 145th St W Rosemount, MN 55068 Eugene & Gloria Olson 3285 145th St W John J & Elaine D Fischer Rosemount, MN 55068 3125 145th St W Rosemount, MN 55068 Katherine F Baumgartner 3310 145th St W Marion Kelly Daniel P & Renee N Rosemount, MN 55068 3265 145th St W Klemenhagen ' Rosemount, MN 55068 3115 145th St W Rosemount, MN 55068 Margaret Strese 3300 145th St W William J & Kymi M Kieffer Regina R Rahn Riegert Rosemount, MN 55068 3245 145th St W 3450 145th St W Rosemount, MN 55068 Rosemount, MN 55068 Sara A McDonough 3260 145th St W Rosemount, MN 55068 Thomas & Mary Steinle Lucille K Fischer 3195 145th St W 3390 145th St W Rosemount, MN 55068 Rosemount, MN 55068 Luella Harpster 3240 145th St W ' Rosemount, MN 55068 Harry & Genevieve Smith Mary Moeller 3185 145th St W 3380 145th St W Rosemount, MN 55068 Rosemount, MN 55068 Kimberly A Fluegel 3220 145th St W �, Rosemount, MN 55068 Bradley A. Olson Jahn P & Judith Wiederhold 3175 145th St W 3370 145th St W Rosemount, MN 55068 Rosemount, MN 55068 Lawrence A & Susan B Jacobson 3210 145th St W ' Richard F & Darlene Keller Norbert & Kathleen Samson Rosemount, MN 55068 3165 145th St W 3340 145th St W Rosemount, MN 55068 Rosemount, MN 55068 Kevin Ries 3190 145th St W Rosemount, MN 55068 Timothy & Joan D Loesch ' 3180 145th St W Rosemount, MN 55068 Wesiey D & Catherine Smith 3170 145th St W Rosemount, MN 55068 Sherri Rae Swanlund 3160 145th St W ' Rosemount, MN 55068 ' Jeffrey W & Denise A Seeger - 3150 145th St W Rosemount, MN 55068 Richard J Heinen 3110 145th St W Rosemount, MN 55068 ' Joan W Erickson ' 3100 145th St W Rosemount, MN 55068 ' Thomas G Egan ' Donna Burkard Egan 3090 145th St W Rosemount, MN 55068 � , �. ASSESSMENT POLICY • BAS1S » Access to Utility A • Residential Equivafent Units ; • Street tR-,� = 32' Wide (3" Bit16" CL5) • Watermain = 6" DIP • Sanitary Sewer = 8" PVC B • Oversizing Paid by City C • Useful Life Consideration • Street �R'� = 20 Years Bit/30 Years Concrete Curb & Gutter • Watermain, Sanitary Sewer, Storm Drain = 50 Years D � Reconstruction - City Pays 25% of Assessabie Footage E • Maxirnum Lot Size Per Zoning = City Pays fior Faotage over Maxim�m Lot Size R-1 = 80 Feet R-3 = 150 Feet C-1 = Actual Footage AG = 300 Feet PROJECT NO. 235 COST ESTIMATES Sanitary Street Waterrnain Sewer A. Total Cost Street $�67$,4�0 Storm Drain 94,200 Street Lights 7,000 �779,60D �130,600 $80,400 B. Total Centerline Length 4,720 feet 2,520 feet 2,520 feet C. Cost per Centerline Foot S 165.17 $51 .83 $31 .90 D, Cost per Assessable Foot $82.58 $25.91 �15.95 PROJECT NO. 235 ° TYPIGAL RESIDENTIAL STREET ASSESSMENT $ASED ON A 100` LOT Actuai R. E. Cost 40` Cost Footaae �$53.80/F.F. @ $82.58/F.F. Front Footage 100' $5,380 $8,258 - Oversized Lot (20') ($1 ,076) {80' Max) Adjusted front Footage 80' $4,304 $$,258 - 25%o Reconstruction (20'} ($1 ,076) Credit ' - Useful Life Credit NA Assessabfe Front Footage/ 60' $3,228 $8,258 Assessments Percentage of Actual Cost 39% 100%0 Assessable Front Footage/ Assessments 50' $2,690 PR4JECT NO. 235 TYPICAL RESiDENT1AL WATERMAIN ASSESSMENT BASED ON A 100� LI�T ' Actual R. E. Cost 12" Cost FoofiaQe � S 16.10/F.F. C«� $25.91 LF.F. Front Footage 100' �� ,610 �2,591 - Oversized Lot (20') ($3�2) (80' Max) Adjusted ' Front Footage 80' $1 ,288 $2,591 - 25% R�construction (20') t$322) Credit - Useful Life Credit (12.8') ($206) 16% - 1 ,947 Totai Rssessabie Footage & Assessment 47.2' $760 $2,591 Percentage of Actual Cost 29% 100°l0 PROJECT I�10. 235 TYPICAL RESIDENTIAL SANITARY SEWER ASSESSMENT BASED ON A 1 �O' LOT Actual R. E. Cost 8" Cost Foota4e � �14.00/F.F. � �15.95/F.f. Front Footage 100` $1 ,400 S 1 ,595 - Oversized Lot t20') ($280) (80' Max) ' Adjusted Front Footage 80' $1 ,120 $1 ,595 - 25°!o Reconstruction (24') ($280) Credit - Useful Life Credit (38.4') ($538) 48% , : (1 ,955) Total Assessable ' Footage & Assessment 21 .6' 5302 $1 ,595 Percentage of Actual Cost 19% 100°10 PROJECT N(J. 235 TYPICAL RESIDENTIAL ASSESSMEN7 SUMMARY (BASED ON A 100'� LOT) Actual %o of Project Actual . Rssessment Cost Project Cost Street � $3,228 $8,258 39 Watermain Lateral 760 2,591 29 Water Service 1 ,182 1 ,407 84 Sanitary Sewer 302 1 ,595 19 Sanitary Sewer Service 719 1 ,3$3 52 TOTALS $6,191 $15,234 40°0 Re�+dents, Property Owners and Businesses pay for 32' wide or 37' wide street equivalent unit. R-1 : 32' Wide, 3" Bi�., 6„ C�5 = $53.80/F.Ft. R-3 & C-1 : 37' Wide, 3" Bit., 6" CL5 = $59.37/F.Ft, FOR TH(S PROJECT: ZONING ACTUAL ASSESSABLE RESIDENTIA� ASSESSMENTS fRONT FRQNT EQUIVALENT - FOOTAGE FOOTAGE UNIT RATE R-1 3,811 .48 2,408.38 53.80 I 129,571 .0� I R-3 � 1 ,520.43 9�0 59.37 53,433.00 �-1 484.OQ ` 363 59.37 21 ,551 .00 TOTAL PAID BY RESIDENTS/OWNERS �204,555.00 ASSESSMENT COMPARtSC)N ESTIMATES &ASSESSMENTS INCI.UDE WATER, SEWER, STORM DRAtN AND STREET PER LOT ASSESSMENTS FERSIBIUTY REPORT CONSTRUCTION ACTUAL ESTIMATE COST ESTIMA�TE ASSESSMENT O'Leary's Hiils �8,040 ----- S6,'240 4th Addition O'Leary's Hil1s $1 1 ,686 $1 �,541 NA 5th Addition ' Shannon Hills 2nd $12,299 $10,027 $7,268 Addition ' Shannon Hills 3rd $13,250 $10,992 NA Addition Shannon Hills 4th $8,057 �7,500 NA Additi n West idge 3rd $1 1 ,073 ----- $10,451 Additi n West idge 4th 59,400 $7,354 NA Additi n Re idents, Property Owners and Businesses pay for 32' wide or 37' wide street eq�ivalent unit. R-1 ; 32' Wide, 3" Bit., 6" CL5 = $53.80/F.Ft. ' R-3 & C-1 : 37' Wide, 3" Bit., 6" CL5 = $59.37/F.Ft. FO THIS PROJECT; ZONING ACTUAL ASSESSAB�E RESIDENTIAL ASSESSMENTS FRONT FRONT EQUIVALENT �OOTAGE FOOTAGE UNIT RATE R-1 3,811 .48 2,408.38 53.80 129,571 .00 R-3 1 ,520.43 900 I 59.37 53,433.Q0 C-1 484,00 363 59.37 21 ,551 .00 TOTAL PA1D BY RESlDENTS/OWNERS $204,555.�0 � � S�chelen Mayeron& � Associates,Inc. 300 Park Place Center 5775 Wayzata Boulevard Minneapolis,MN 55416-1228 � 612-595-5775 January 15, 1993 �-soo-�s3-5��5 FAX595-5773 Engineers � Architects Planners Surveyors Honorable Mayor and Council � City of Rosemount 2875 145th Street West Rosemount, MN SSU68 � fr m hannon Parkwa to Cameo Avenue and Re: 145th West o S y Chile Avenue Reconstruction � City of Rosemount City Project No. 235 OSM Project No. 4438.60 � Dear Mayor and CounciL• , � Enclosed is the Feasibility Report for 145th Street West and Chile Avenue Reconstruction. This report address the sarutary sewer, watermain, storm drain, stre�t, sidewalks/trails, and street lighting necessary for the area. � We would be happy to discuss this report with you at your convenience. Please call me � at 595-Sb94 if you have any questions. Sincerely, � ORR-SCHELEN-MAYERON & ASSOCIATES, IN�. � �j/,V�:"' ' �7O��Z�Dd-�— � Brian J. Bour sa, P.E. Project Engineer � j�e Enclosure � c: Bud Osmundson Rosemount Ci En ineer � h' g � � � Equal Opportunity Employer � � CERTIFICATION SHEET � � � I hereby certify that this plan, specification or report was � prepared by me or under my direct supervision, and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. � ��4r� � ' Brian . Bourassa, P.E. � Date. January 10, 1993 Reg. No. 21816 � � � � � � � '� � � QSM Project No. 4438.60 Page i � � TABLE OF CONTENTS � TITLE SHEET � LETTER OF TRANSMITTAL CERTIFICATI�N SHEET . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i .� TABLE OF CONTENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ii � EXECUTIVE SUMMARY . . . . . . . . . . . . . . . . . . . • • . . . i INTR4DUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . 2 � Authorization . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Scope . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Data Available . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 � GENERAL BACKGROIJND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Project Location . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 � Project Zoning . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Project History . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . 4 Existing Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S � Roadway . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Sarritary Sewer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . b Watermain . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 � Storm Drain . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 Trail/Walkway . . . . . . . . . . . . . . . . . . . . . . . . . . , 7 Traf�c Analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 � FROPOSED IMPROVEMENTS . . . . . . . . . . . . . . . . . . . . . 10 Roadway . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1Q � Sanitary Sewer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 Watermain . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 � Storm Drain • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 Trail f Walkway . . . . . . . . . . . . . . . . . 14 Street Lights . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 � Overhead Utilities . . . . . . . . . . . . . . . . . . . . . . . � . . . . , . . . . , . . . 15 Electric Utility . . . . . . . . . . . . . . . . . . . . . . . . 15 Telephone Utility . . . . . . . . . . . . . . . . . . . , . 18 � Cable T.V. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 Right-of-way and Easements . . . . . . . . . . . . . . . . . . . . . . . . . . 19 Pernuts/Approvals . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 � Detour Route . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21 � � OSM Project No. 4438.60 Page ii � � , � FINANCING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22 ' � Cost Estimate. . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . , , 22 Cost Recovery . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23 Sanitary Sewer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26 � Watermain . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2fi Storm Drain . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26 Street . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27 � Sidewalk/Trail . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27 Assessments . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27 � APPENDIX Drawing No. 1 - Project Location Map �: Drawing No. 2 - Drainage District Map Drawing No. 3 - Average Daily Traffic Map Drawing No, 4, 5, 6, 7, - Sanitary Sewer, Watermain, Storm Drain, Street, � Sidewaik/Trails and Street Lights Drawing No. 8 - Chippendale/Chile Avenue Intersection Realignment � � � � � � � � � ,� OSM Project No. 4438.60 Page iii �� , � � 1 EXECUTIVE SUMMARY � City Project No. 235 provides for the reconstruction of 145th Street West from � 5hannon Parkwa to Cameo Avenue 0.9 miles and Chile Avenue from 145th: 9 � ) � Street to the south boundary of Independent School District No. 196 (0.2 rniles) and for the realignment of the Chippendale/Chile Avenue intersection. 1'he � � proposed roadway section for 145th Street is a 40 wide road (2 driving lanes) � with parking allowed on one side. This roadway section meets Mn jDOT State Aid Standards. � ;' Appro�cimately 2000' of 8" sanitary sewer construction, 21Q0' of 12" watermain � construction, 2000' of 12" to 21" storm drain construction and 7800' of trail construction are also included in City Project No. 235. The project is feasible � from an engineering standpoint. We recommend completion of this project as � outiined in this feasibility report. � The estimated total ro'ect cost for 145th Street West im rovernent is $l 254 400 P J P , , � (this cost includes the Chippendale/Chile Avenue realignment and the Chile Avenue reconstruction. Funding sources for the project include special � assessments, Mn/DOT State Aid Funds and Ci Core Funds. � � � � OSM Project No. 4438.60 Page l` � � The project can be completed under a single phase with construction beginning � in June 1993 with substantial com letion in Se tember, 1993. � P P � 2 INTRODUCTION � � 2.1 Authorization - On June 2, 1992 the Rosemount City Council authorized the preparation of an Engineering Feasibility Report for 145th Street from � Shannon Parkway to Cameo Avenue and the Chile Avenue � Reconstruction. This project has been designated as City Project No.235. � . . 2.2 Scope - This pro�ect provides for the reconstruction of 145th Street from � Shannon Parkway to Cameo Avenue and for Chile Avenue from 145th Street to the Independent School District No. 196 south boundary. The � project also includes the realignment of the Chippendale jChile Avenues � at the 145th Street intersection. � The sanitary sewer system on 145th Street West was televised to review � the line condition in Februa 1990. The television ins ection revealed rY, P � that the pipe has failed in some areas and is in poor condition in other areas along the project route. It is proposed ta replace the entire length � of sanitary sewer alon the ro'ect a roximatel 2000 feet) as part of the g P J � PP Y � 145th Street Reconstruction project. � � OSM Project No. 4438.60 Page 2 � � A 12" trunk waterma.in is proposed to be installed between Cameo and � Chi endale Avenues. This 12" trunk line will re iace the existin 6" line PP P S � and will meet the requirements outlined in the City of Rosemount Comprehensive Water System Plan. � � A storm drain system is also proposed to be installed along 145th Street to facilitate street drainage. � � 2.3 Data Available- Information and materials used in the preparation of this report include the following: � � • City of Rosemount Record Plans • City of Rosemount Comprehensive Water System Plan, 1988 � • City of Rosemount Drainage Plan, West Drainage Area, May 1989 � • Feasibility Report on 145th Street Intersections at Chippendale Avenue and Chili Avenue, City Project Na 179, February, 14$8. � • City of Rosemount Topography Maps � • Closed Circuit Television Ins ection Report, February, 1990. P � ' � � � OSM Project No. 4438.60 Page 3 � � 3 GENERAL BACKGROUND � � 3.1 Froject Location - The project is located on 145th Street from Shannon Parkway to Cameo Avenue and on Chile Avenue from 145th Street to the � Inde endent School District No. 196 south bounda . All of the roposed P rY P � improvements will take place within the existing road right-of-way for 145th Street and Chile Avenue except for tfie proposed realignment of the � Chi endale and Chile Avenues at the intersection with 145th Street. The PP � entire praject is located within Sections 29 and 30. The project location is shown on Drawing No. 1 in the appendix of this report. � � 3.2 Project Zoning - Generally the project area is zoned single family and multiple family residential. However, the south side of 145th Street � between Chippendale and Cimarron Avenues is zoned convenience � commercial. � 3.3 Project History - Prior to October, 1975, 145th Street was known as Ash � Street. The len th of roadwa between State Hi wa 3 { reviously State g Y � Y P � Trunk Highway No.218)and the Dodd Boulevard intersection was Dakota County Highway No. 42. (Dodd Boulevard also was a part of County � Road 42 . This ortion was reconstructed b the Coun in 1956 and had ) P Y �7' � a 1-1/2" bituminous overlay installed in 1968. � � OSM Project No. 4438.60 Page 4 � � The length of roadway between the Dodd Boulevard intersection and the � west ed e of Rosemount was desi nated as Coun Road No. 33. This g g tY � length of roadway was built to a rural section in 1962 and the length of roadway west of Shannon Parkway was built to an urban section in 1992 � as art of Ci Pro'ect Na 206. P tY 3 � These roadways were revoked as County State Aid Highways as of � October 21 1975. The then became the res onsibili of the Ci of , Y P tY �Y � Rosemount. Numerous bituminous patches have been installed as required since 1975. � � A Feasibility Report which recommended a new alignment for the Chippendale/Chile Avenues and 145th Street intersection (City Project � No. 179) was presented to the City Council in April, 198$. The Council � accepted the report, but did not take any further action at that tirne. � 3.4 Existing Conditions - � � 3.4.1 Roadway: From Shannon Parkway to Chippendale Avenu+� the existing roadway is a 24' wide biturninous n.iral section and from � Chi endale Avenue to Cameo Avenue the e�cisting roadway is a PP � 40' wide urban section with concrete curb and gutter. The existing � � OSM Project No. 4438.60 ��;� � � � Chile Avenue roadway is a 32' wide urban section with concrete � curb and tter on the east side and a bituminous curb on the west � � side. � There are a number of driveways which access 145th Street, � especially between Ca.meo and Chile Avenues. All of these will be reconstructed to the right-of-way line. �� G�rrently no parking is allowed on 145th Street between Shannon Parkway and Chippendale Avenue while parking is allowed on both , sides of 145th Street from Chile Avenue to Cameo Avenue. � The 145th Street intersection with Chile and Chippendale Avenues � was investigated in detail in the April, 1988 Feasibility Report as ' part of City Project No. 179. � 3.4.2 Sanitary Sewer: There is an existing 8" sanitary sewer in the south � boulevard area on 145th Street from Cimarron Avenue to Shannon � Parkway and along the centerline of 145th Street from Chippendale Avenue to Cameo Avenue. As stated in Section 1.2 of this report � a television ins ection of the sanita sewer lines in this area P rY � revealed that the pipe is in poor condition along the project route. i � OSM Project No. 4438.60 Page 6 � , The existing sanitary sewer lines are shown on Drawing Nos. 4 ' throu 7 in the A endix of this re ort. � PP P � 3.4.3 Watermain: There is an e�cisting 12"and an existing 16"watermain ' alon 145th Street from Shannon Parkwa to Chi endale Avenue g Y PP � and an existing 6"watermain from Chippendale Avenue to Carneo Avenue. The existing waterrnain lines are shown on Drawing Nos. � 4 throu h 7 in the A endix of this re ort, g PP P � 3.4.4 Storm Drain: The proposed project is located in four different ' drainage districts: Hawkins Pond, Schwarz Pond, Wachter Pond , and Erickson Park as shown in Drawing No. 2 in the Appendix of this report. ' ' Existing storm drain facilities are located at the Shannon Parkway, � Chippendale/Chile Avenues and the Cameo Avenue intersections. Drawing Nos. 4 through 7 located in the Appendix of this report � shows the existin storm drain facilities in the ro'ect area. g P 1 � 3.4.5 Trail/Walkway: There are eacisting 8'wide bituminous a�nd S'wide � concrete walks located alon the ro'ect route. The 8' wide g P J � bituminous walkway is located on the south side of 145th Street ` � � OSM Project No. 4438.60 Page 7 ' � between Shannon Parkway and Chippendale Avenue. The 5'wide � concrete walk is located on both sides of 145th Street from � • Chippendale Avenue to Cameo Avenue. There is an existing, bituminous trail located on the west side of Chile Avenue. ' � 3.5 Traffic Analysis - A traffic analysis was conducted in the 145th Street project area and a letter report was submitted to the City Engineer on � A ril 16, 1992 and was reviewed at the Ci Council Meeting on Aprii 21, P tY � 1992. The purpose of the analysis was to determine the road `section required for the 145th Street reconstruction as part of City Project No. � 206. A co of the avera e dail traffic ma from the letter are included PY g Y P , in the Appendix of this report (Drawing No. 3). � The results of the capacity analysis indicate that ihe eausting two lane ' facility operates at satisfactory levels of service. In the future the amount of traffic on 145th Street is expected to increase. However, when � Conemara Trail is conneeted to State Trunk Highway 3 it will reduce the � traffic demand on 145th Street. It was determined, for City Project No. � 206, that a 40' wide urban roadway section (2 driving lanes) would be constructed on 145th Street from Diamond Path to Shannon Parkway with ' arkin allowed on one side of the street. P g � i ' OSM Project No. 4438.60 Pag� g ' � In 1990 the Mn/DOT Office of State Aid denied a variance request from � the Ci of Rosemaunt to allow arkin on both sides of 145th Street from tY P g � Chippendale Avenue to Cameo Avenue. � � , � � � , , ' � � ' , ' � OSM Project Na 4438.60 Page 9 ' i 4 PROPOSED IMPROVEMENTS � ' 4.1 Roadway - For City Project No. 235, it is proposed to continue the 40' ' wide urban roadway section (2 driving lanes) from Shannon Parkway to � Cameo A�enue 0.9 miles with arkin allowed on one side. The � ) P g , proposed street section will consist of appro�umately 4 1/2" of bituminous surface and 8" of Class 5 gravel and will be flanked on both sides with , B618 ncr r r 'The ro osed roadwa will be lowered co ete cu b and gutte . p p y , approximately 2 to 3 feet from Shannon Parkway to the Chippendale/Chile Avenue intersection to facilitate drainage in the area. ' From the Chippendale/Chile Avenue intersection to Cameo Avenue the iproposed roadway will be reconstructed approximately to its existing , location and elevation. , As shown on Drawing Nos. 4 through 7 in the Appendix of this reporfi tum � lanes will be constructed at Shannon Parkway, Camea Avenue and at the Chippendale/Chile Avenue intersection. The right turn lane on east ' bound 145th Street was extended to include the Su er America and Tom P , Thumb entrances. � Aid standards. The proposed roadway section meets Mn/DOT State ' ' ' OSM Project No. 4438,60 Page 10 ' � The Chippendale/Chile Avenues realignment is proposed to be � constructed as desi ned in the Feasibili Re ort for City Project No. 179, g tY P ' completed by Short, Elliot, Hendrickson, Inc., which was accepted by the City Council in April of 1988. As this report explains, the realignment of , this intersection as ro osed wili considerabl im rove traffic flow throu P P Y P � , this area. The cost estimate includes provisions for future signaliza.tion of this intersection. The groposed intersection is shown on Drawing No. 8 ' in the A n ix p p e d o f t h i s r e p o r t. 1 As part of the intersection realignment it is recommended that the Dodd , Boulevard connection onto Chippendale Avenue be terminated by creating � a cul-de-sac adjacent to the Super America driveway entrance. Eliminating the Dodd Boulevaxd connection onto Chippendale Avenue ' will significantly reduce the traffic congestion at the intersection and will ' greatly improve traf�c and pedestrian safety in the area. Drawing No. 8 � in the Appendix of this report shows the proposed Dodd Boulevard cul-de- sac. A second alternative that was reviewed was to allow Dodd Boulevard , to connect to Chi endale Avenue at a roximately 100' south of it's PP PP � existing location. This altemative will require the purchase of addition right-of-way from the parcel located south of Dodd Boulevard at � Chippendale Avenue. � ' ' OSM Project No. 443$.60 Page 11 � , The Chile Avenue reconstruction will include the removal of the existing , avement, bituminous curb and trail on the west side, and possibly the P tconcrete curb and gutter on the east side from 145th Street to the Independent School District Na 19b south bonndary (0.2 miles). It will , be re laced with a 32' wide bituminous street flanked by concrete curb P � and gutter on both sides. The trail will be installed as a norrnal boulevard, sidewalk section instead of ha�ving the trail immediately ' adjacent to the curb, ' 4.2 Sanitary Sewer - It is proposed to reconstruct approximately 2000' of 8" ' sanitary sewer from Cameo to Chippendale Avenues. The services in the ' area that are found to be in poor condition will also be reconstructed. ' A 4° sanitary sewer service will also be provided to the proposed Fire � Station site as part of this project. ' The proposed sanitary sewer improvernents are shown on Drawing Nos.S ' throu h 7 in the A endix of the re ort. g PP P ' 4.3 Watermain-The proposed watermain improvements include replacing the ' existin 6" line from Chi endale Avenue to Cameo Avenue with a 12" S PP ' trunk line. The 1"watermain services in the area will also be replaced to � ' OSM Project No. 4438.60 Fage 12 , , the right-of-way line. The proposed watermain improvements conform to ' the Com rehensive Water S stem Plan, 1988. P Y ' A 6"watermain service will be provided to the proposed Fire Station site , as art of this ro'ect. P P J , The proposed watermain improvements are shown on Drawing Nos. 5 ' throu h 7 in the A endix of this re ort. g PP P ' 4.4 Storm Drain - In accordance with City policy all storm drain systems are , desi ned to handl 1 r - 24 h ur rainfall event and all onds and g e a 0 yea o p , storm drain outlets are designed to handle a 100 year - 24 hour rainfall event. ' ' The proposed storm drain improvements include the installation of 2000' ' of 12" to 21"diameter storm drains. The proposed improvements conform to the City of Rosemount Drainage Plan - West Drainage Area, 1489 and � are shown on Drawing Nos. 4 through 7 in the Appendix of this report. � The existing storm drain facilities located on Chile Avenue may be , e anded to include the 143rd Street intersection. The costs for this xP ' improvement are also included in this report. However, the proposed ' ' OSM Project No. 4438.60 Page 13 , ' changes may not be required after surveying and further design is � com ieted. P � 4.5 Trail/Walkway - The existing bituminous and concrete trails/walkways , that are disturbed durin construction will be restored to their original g , condition. , 4.6 Street Lights - The proposed street lighting system is shown on Drawing rNos. 4 through 7 in the Appendix of this report. ' Three different street light styles were reviewed for use along 145th Street � and are listed as follows: - Acorn Style - 150 watt acorn shaped fixture mounted on a 15' ' fiberglass decorative pole with a base. Estimated � installation cost for each light = $2,600.00. ' - Lantern Style - 150 watt lantern fixture mounted on a 18' pole. ' Estimated installation cost for each light = $1,000.00. , - Cobra Style - 250 watt fixture mounted on an 6' mast arm on a 30' ' ole aluminum or fiber lass). Estimated installation P { g � cast for each light = $2,300.00 (aluminum pole} ' ' OSM Froject No. 4438.60 Page 14 � ' $1,400.OD (fiberglass pole). ' � A cost comparison for installing street lights along the project route fo� each of the above listed styles is listed as follows: , � - Acom Siyle - 7 Ea * $2,600.00 = $18,2�.�? - La.ntem Style - 7 Ea * $1,000.00 = 57,000.{�U ' - r 1 - * 2 = 16100.00 Aluminum Pole Cob a Sty e 7 Ea $ ,300.00 $ , ( ) ' - Cobra Style - 7 Ea * $1,400.Q0 = $9,800.00 (Fiberglass Pole) � The local electnc utility for this pro�ect is Northern State Power Company. They will ' install all wiring, connections, and fixtures. This work will be constructed under contracts separate from the street and utility work discussed in this report. ' � 4.7 Overhead Utilities - As part of the 145th Street Improvement project it is � proposed to relocate the existing overhead lines, Several alternatives for relocating the existing overhead lines along 145th Street were reviewed � and are listed as follows: ' 4.7.1 Electric Utility: ' Alternative N . 1 - Bu the existin overhead lines in- lace from o ry � F tChippendale Avenue to Cameo Avenue. This alternative would require ' ' OSM Project Na 4438.60 Page 15 � ' the purchase of a 10' wide utility easement on the north and south side of ' 145th Street to allow for the installation of 2 or 3 large electrical "switch ' boxes" (approximate dimensions 8'x 8'). This Aiternative would also require that each house service along the project route be revised, The ' ' cost for revisin eaeh house service is estimated at $6�.OU. This cast g ' estimate assumes that the electric service for each house meets cunent codes and only a minimal amount of work is required. ' � A separate cantractor would need to be hired by each of the property owners to revise their connection from the new buried electric service to ' the house including revising the metered connection. The rninimum ' service charge for each homeowner will also increase from$4.50 to $6.50 per month when their electric service changes for overhead to ' underground. ' , Total Estimated cost for Alternative No. 1 = $280,000.� (This cost does not include the cost for revising each house service but it does include ' credit from NSP for existin facili reuse). b �Y ' Alternative No. 2 - Relocate the existing overhead iines located on 145th � Street from Cameo Avenue to Chi endale Avenue onto 146th Street, PP ' 'I'his Alternative would require replacing the existing poles on 146th Street ' ' OSM Project No. 4438.60 Page 16 � � with new poles that are 5'taller and have a 8'cross arm. This Alternative ' would also re uire installin a ole and 3 s ans of conductor on 14bth q � P P � Street between Chianti Avenue and Chippendale Avenue where overhead power lines do not presently exist. � , With the main lines relocated to 146th Street a new underground residential distribution system could be installed`along 145th Street. As � with Alternative No. 1, each residence would be required to revise their � current overhead service to accept the underground installation. � Total estimated cost for Alternative No. 2 = $ 101,�0.00. (This cost does ' not include the cost for revising each house service but it does include credit from NSP for elcisting facility reusej. , � , Alternative No. 3 - Allow the main line overhead service to stay on the � north side of 145th Street and put the street crossings and the residential distributian system for 145th Street underground. As with Alternative � No.'s 1 and 2 each residence on the south side of 14Sth Street would be ' required to revise their current overhead service to accept the underground installation. � ' � � OSM Project No. 4438.60 Page 17 � � Total estimated cost for Alternative No. 3 = $15,000.00 (This cost does � not include the cost for revisin each house service). � �' Alternative No. 4 - Allow the overhead lines to remain on 145th Street. � Some of the poles along the project route may need to be moved to ' construct the roadway to Mn/DOT State Aid Standards. NSP has stated that they could upgrade their facilities in this area which would � aesthetically improve 145th Street. � � Total estimated cost for Alternative No. 4 = $0.00 � 4.7.2 Telephone Utility: The existing main line telephone cable located on 145th Street between Chippendale Avenue and Cameo Avenue � is underground. However, the existing residential telephone � services are overhead. The estimated cost for burying the existing � residential telephone services in this areas is $10,000.00. A Vista Telephone representative stated that the existing overhead � tele hone lines located on the north side of 145th Street west of P �� Chippendale Avenue are on a high priority list to be buried. � 4.7.3 Cable T.V.. The existing Cable TV line on 145th Street between ' Chippendale Avenue and Cameo Avenue is located overhead on � � OSM Project No. 4438.b0 Page 1$ �' � the electric utility poles. If it is deternuned that the existing � electric lines are to be buried or relocated, then the Cable 1'V lines � will do the same. The estimated cost for burying the existing Cable TV lines in-place is $15,000. If it is required that the existingpoles � be relocated due to the roadwa construction, then the Cable TV Y � lines will be relocated with the poles at no cost to the City. � 4.8 Right-of-way and Easements- Most of the work under this praject will be � completed within the existing right-of-way along 145th Street and Chile Avenue. However, the realignment of the Chippendale/Chile Avenues � intersection will require the acquisition of additional right of way. As � explained in the April, 1988 Feasibility Report for City Project Na 179, sma11 areas will need to be acquired from Lot l, Block 1 of Rahn's 4th � Addition and from the parcel located south of Dodd Boulevard at its � intersection with Chippendale Boulevard. A larger area wiil be needed � from Outlot A of the Carrollton Addition for the realignment of Chiie Avenue. � � � � � � OSM Project No. 4438.60 Page 19 � � Additionally, temporary grading easements will be required on portions of � the ro'ect but cannot be determined until final design. A J � � The estimated project costs listed in this report do not include easement � and ri ht-of-wa ac uisition costs. g Y q � Right-of-entry agreements will also be required from a number the � in order to match the existin ard and properries along the pro}ect route g Y � driveway areas to the proposed street and service construction. It is assumed that these right-of-entry agreements will be acquired at no � additional cost to the City. � 4.9 Permits/Approvals - Permits will be required for this project from the � Minnesota Department of Health for watermain extensions and the � Minnesota Pollution Control Agency for sanitary sewer extensians. Approval of the sanitary sewer plans is also required by the Metropolitan � Waste Control Commission. � � As a Minnesota Department of Transportation State Aid Project,the plans must meet the Mn/DOT Standards and will follow through the M.S.A. � racess to obtain the a rovals necessary for cost participation. P PP � � � OSM Project No. 4438.60 Page 20 � � 4.10 Detour Rovte - During the majority of the construction operation it will � be necess for the contractor to kee traffic off of 145th Street West arY P � from Shannon Parkway to Cameo Avenue. Therefore, it will be necessary to set up a detour route around the proposed construction. It is proposed � to detour the traffic south on STH 3 then west on Coun Road 42 then � � north on Shannon Parkway and back to 145th Street and vis versa. � � � � � � � � � � � � � OSM Project No. 4438.60 Page 21 � � 5 FINANCING � � 5.1 Cost Estimate - Detailed Cost Estimates can be found in the Append'u of this report. The estimates are based on 1992 construction costs and � �' � include a 1Q%cantingency factor and all related administrative costs. The � admuustrative costs are estimated at 30% and include legal, engineering, interest and other administrative items. A summary of these costs are � listed as follows: � SUMMARY OF PROJECT COSTS � CHILE 145TH STREET AVENUE � Sanitary Sewer $0.00 �80,4t�.00 Sanitary Sewer Service $0.� $58,1(�.00 � Watermain $0.00 $130,600.00 Water Services $0.00 �57,700.00 1 Storm Drain *$15,400.� $94,200.� Streets $25,000.00 $678,400.00 I Street Lighting $ 0.00 "'$7,�.� ` Overhead Utilities $0.00 "'"$0•04 Sidewalk/Trail $8,4�.00 $99,20Q.� Totals 48,800.00 1,205,6(�.00 " Final design will determine whether or not this is required ** The cost summary assumes that 7 lantern style street lights will be installed along 145th Street. **" 'The cost summary assumes that the overhead utility lines remain in- place along 145th Street. OSM Project No. 4438.60 Page 22 -- _ _ � � � 6 PROJECT SCHEDULE � � The proposed project schedule for this improvement is as follows. � Neighborhood Meeting January 13, 1993 � Receive Feasibility Report/Set Public Hearing January 19, 1993 Hold'Public Hearing/Order Plans & Spec's February lb, 1993 � Acce t Plans and S ec's Order Ad for Bid March 16, 1993 P P � � Bid Opening April 23, 1993 Receive Bids/Award Contract May 4, 1993 � n 1 Begm Construction Ju e, 993 � Substantial Completion of Construction September, 1993 Final VVear Course Installation June, 1994 � Assessment Hearing Fall, 1994 �i First Payment with Real Estate Taxes May, 1995 � � � � � � � OSM Project No. 4438.60 Page 29 � � 145TH STREET REC4NSTRUCTION PROJECT SHANNON PARI�WAY TO CAME4 AVENUE � CITY OF ROSEMOUNT . CITY PROJECT NO. 235 � PRELIMINARY COST ESTIMATES � A. SANiTARY SEWER � # ITEM QTY UNIT AMOUNT PRICE L Remove existing Sewer Manhole 5 EACH $400.U0 2,Ut�.UU � 2. Remove Existing San. Sewer Pipe 1915 L.F. $2.00 3,830.00 3. Connect to Existing San. Sewer 10 L.F. 100.00 1,O�:UO � Stub 4. RepairJRe-grout Manhole at 2 EACH $100.00 5200.OU Breakin � 5. 8" PVC Pipe Sewer SDR 35 370 L.F. $22.00 $8,140.� 6. 4' Dia. San. Sewer Manhole (0- 5 EACH $1,000.00 5,000.� � 1�) 7. Extra Depth Manhole 10 L.F. $100:00 1,000.(� 8. Rock Trench Stabilization 50 TON $11.00 $SSO.UO � Sub-total $Sb,210.00 + 10% Contingencies �5,621.(� � Total Sanitary Sewer Construction Cost $61,831.� + 30% Administration $18,Sb9.00 � TOTAL ESTTMATED SANITARY SEWER PROJECT COST $80,4Q0.t� � � � � � � �` � � B. SANITARY SEWER SERVICES # ITEM QTY UNIT AMOUNT PRICE � 5. 8° X 4" PVC WYE 42 EACH $50.00 $2,1�.Q0 4. 4" PVC Pipe Sewer SDR 26 1540'L".F. $25.00 $38,St�.QO � Service Pipe Sub-total $40,6�.UU + 10% Contingencies $4,06Q:� � Total Sanitary Sewer Construction Cost $44,bb0.� + 30% Administration $13,440.00 � TOTAL ES'iTMATED SANITARY SEWER PROJECT COST �58,1�,� � � � � � � � � � � � � . � � � G. WAT'ERMAIN # ITEM QTY UNIT PRICE AMOUNT � L 6" DIP CL 52 Watermain 200 L.F. $18.00 $3,6(�.� 2. 12" DIP CL 52 Watermain 2150 L.F. $25.00 �53,750.00 � 3. 6" Gate Valve & Box 12 EACH $400.(� $4,800.4� 4. 12" Gate Valve & Box 4 EACH $1�0.00 $4,000.00 � 5. Hydrants 5 EACH $1100.O0 $S,S�.OQ 6. Relocate Hydrant 2 EACH $10�.� $2,00(3.� � 7. Hydrant Extensions 2 L.F. $250.00 $SOO.f� 8. Fittings 4500 LB $1.35 $6,075.(� 9. Connect to Existing W.M. Stub 4 EACH $500.00 $2,4�.00 � 10. 12° X 12" Wet Tap Incl. 12" 1 EACH $2(�Q.(H} $2,0(�?.00 Tapping Valve � 1 L 12° X 16" Wet Tap IncL 12° 1 EACH $200Q.00 $2,000.{� Tapping Valve 12. 12" X 6" Wet Tap Incl. 6" 1 EACH $1200.� $1,2�.40 � Tapping Valve 13. Abandon W.M. (All Sizes} 2100 L.F. $1.00 $2,10(1.00 14. Remove Vaive Box 7 EACH $100.00 $700.00 � 15. Rock Trench Stabilization 100 TON S 11.� $1,100.04 Sub-total $91,325.00 � + 10% Contingencies $9,150.00 Total Watermain Construction Cost $1�,475:00 � + 30% Administration $30,125,(� TOTAL ESTIMAT'ED WATERMAIN PROJECT COST $130,600.00 i � � � � � � � D. WATER SERVICES # ITEM QTY UNIT PRICE AMOLJNT � 1. 1" Corporation Stop 41 EACH $SS.(� $2,255.� � 2. 1" Curb Stop & Box 41 EACH $100.00 $4,1U0.40 3. 1" Type K Copper Service Pipe 1350 L.F. $10.(�U $13,500.0(} � 4. Connect to Existing Service 41 EACH $100.00 4,100.00 5. Restoration 1 L.S. $16,4Q0.00 16,40�.� � Sub-total $40,355.� + 10% Contingencies $4,035.OtI Total Water Services Construction Cost $44,3�50 � + 30% Administration �13,304.�0 TOTAL ESTIMATED WATER SERVICES PROJ�CT COST 557,7U0.(�? � � � � � � � � � � � � � � E. STORM DRAIN � # ITEM QTY UNIT PRICE AMOUNT 1. 12" RCP Sewer Design 30Q6 340 L.F. $20.00 $b,8(K).00 � CL V 2. 15" RCP Sewer Design 3006 835 L.F. $21.00 $17,535.� CL V � 3. 18" RCP Sewer Design 3006 690 L.F. 523.00 $15,870.00 CL III 4. 21" RCP Sewer Design - 200 L.F. 527.00 $5,404.t� � 3006 CL 111 5. Construct 48" Dia. Stm. MH 4 EACH $900.Q0 $3,b00.� (0 - 10') � 6. E�ccess 48° Dia. MH Depth 4 L.F. $100.00 $400.00 (over 10') � 7. Construct 48" DIA Storm 8 EACH $900.Q0 $'7,2�.� CB/MH 8. Construct 72" DiA Storm 1 EACH $1,200.00 $1,200.00 � MH (0-10') 9. Construct Catch Basin S EACH $850.00 $6,8�.00 � 10. Rock Trench Stabilization 50 TON $11.00 5550.00 1 L Connect to Fxisting MH 1 EACH $200.00 $200.� 12. Connect to Existing Stub 3 EACH $100.00 $300.00 � Sub-total $65,855.�? + 10% Contingencies $6,585.00 � Total Storm Drain Construction Cost $72,440.00 + 30% Administration $21,760.00 � TOTAL ESTIMATED STORM DRAIN PROJECT COST $94,200.{� � � � � � � � F. STREETS � # ITEM QTY UNIT AMOUNT , PRICE 1. Mobilization 1 L.S. $10,000 $l0,Ot10.OQ � 2. Clean-up 1 L.S. $10,0(�? $10,OOO.QO : 3. Remove Bituminous 16950 S.Y. $1.00 $16,450.00 � 4. Remove Storm Sewer Pipe (All Sizes) 100 L.F. $5.00 $SOO.QO 5. Remove Concrete C�rb & Gutter 6370 L.F. $2.00 $12,74Q.00 , 6. Remove Catch Basin 3 EACH $200.00 $600.t)0 7. Remove Manhole 1 EACH $250.00 $25Q.(u? 8. Remove Concrete Sidewalk 23500 S.F. $1.50 $35,25O.IX} � 9. aw Bi 'n P � L.F. 53.00 $900.00 S Cut tumi ous avement 3 10. Common Excava#ion 29,400 C.Y. $3.00 $88,200.Q0 � 11. Granular Borrow (LV) 4200 C.Y. $5.00 $21,000.� 12. Topsoil Borrow 1500 C.Y. $6.00 $9,000.00 � 13. Subgrade Preparation 58.5 R.S. $1Q0.00 $5,850.Q0 14. Aggregate Base CL 5 - 100% Crushed 12,100 TON $5.00 $60,500.00 � Rock 15. Type 31 Base Course Mixture 3820 TON $15.00 $57,3�.00 16. Type 41 Wear Course Mixture 3120 TON $18.Q0 $56,160.� � 17. Bituminous Material for Tack Coat 1500 GAL. $1.20 $l,$�.00 18. Concrete C�rb & Gutter B618 10,400 L.F. $4.50 $46,8(�0.00 ,� 19. Irregular Width Paving (Driveways) 1670 S.Y. $2.00 $3,340.00 20. Conduit 210 L.F. $10.00 $2,1�.00 � 21. Seed W jMulch & Fertilizer 1 ACRE $1500.00 $1,5(}0.04 22. Sod 11,470 S.Y. $2.00 $22,940.� � 23. F & I Trees 13 EACH $250.00 $3,254.00 24. Furnish & Install Traffic Signs 6 EACH $150.00 5900.00 25. F & I Signal Light Handhole 8 EACH $450.00 $3,6�.00 � 26. Traffic Marking Paint 40 GAL. $50.00 $2,�.� 27. Structure/GV Adjustment l0 EACH $100.00 $l,�.QO � Sub-total $474,430:00 � + 10% Contingencies $47,443.� Total Street Construction Cost $521,873.00 + 30% Administration $155,527.(� ' � TOTAL ESTIMATED STREET PROJEGT COST $67$,4�.00 � � � G. SIDEWALKJTRAIL � # ITEM QTY UNIT AMOUNT PRiCE � 1• 4" Concrete Wa1k 155� S.F. $3.00 $46,500.� 2. 2" Bituminous Walk 22900 S.F. $1.0(? ` ` �?�,�,.4Q ' � Sub-Tota1 � $69,4�.04 + 10% Contingencies 56.940.(� � Total Sidewalk/Trail Construction Cost 76,340.� + 30% Administration $22,850.� � TOTAL ESTIMATED/SIDEWALK/TRAIL PROJECT COST 99,2t�.4U � � H. CHILI AVENUE STORM DRAIN # ITEM QTY UNIT PRICE AMOUNT , L 12" RCP Sewer Desi 3006 CL V 320 L.F. 20.00 6 400.� gn $ $ , 2. Construct Catch Basin 4 EACH $850.00 $3,400.(�} � 3. Construct 48" Dia. Stm. MH (0-10') 1 EACH $950.00 $950.00 Sub-total , $10,750.tK} � + 10% Contingencies $1,100.� Total Chile Avenue Storm Drain Construction Cost $11,85U.00 � + 30% Administration $3,550.t� TOTAL ESTIMATED CHILE AVENUE STORM DRAIN PROJECT $15,400.00 � COST 1 1 ! 1 1 1 � � � I. CHILE AVENUE STREET (32 WIDTH) , # ITEM QTY UNIT PRICE AMOUNT L Remove Bituminous 15� S.Y. $1.00 $1,500.� � 2. Remove Concrete Ctiirb & 330 L.F. $2.U0 $660.00 Gutter 3. Saw C�t Bituminous Pavement 120 L.F. $3.00 $360.00 , 4. Common F�cavation 1100 C.Y. $3.00 $3,300.� 5. Granulax Bonow (LV) 20U C.Y. $4.00 $800.00 , 6. Tapsoil Borrow 50 C.Y. $b.00 �300:00 7. Subgrade Preparation 3S R.S. $100.00 $350.� � 8. Aggregate Base CL 5 - 100% 360 TON $5.� $1,800.00 Crushed Rock � 9. Type 31 Base Course Mixture 140 TON $15.OQ $2,100.00 10. Type 41 Wear Course Mixture 120 TON $18.00 $2,1bQ.0U ' 11. Bituminous Material for Tack 80 GAL. $1.20 $96.00 Coat 12. Concrete Curb & Gutter B618 560 L.F. $4.50 52,520.00 � 13. Irregular Width Paving 70 S.Y. $2.00 S 140.(�0 (Driveways) � 14. Sod 400 S.Y. $2.00 $800.00 15. Structure/Gate Valve 6 EACH $100.00 $600.00 Adjustment � Sub Total $17,486.00 + 10% Contingencies $1,748.00 � Total Street Construction Cost $19,235.00 + 30% Administration $5,765.00 � TOTAL ESTIMATED CHILE AVENUE STREET PROJECT COST $25,000.00 � � � � � r � J. CHILE AVENLTE SIDEWALK/TRAIL � # ITEM QTY ` UNIT PRICE AMOUNT � L 2" Bituminous Walk 5900 S.F. $1.00 �5.9Q0.00 � Sub-Tota1 $5,900.� + 10% Contingencies 590. ' Tota1 Estimated Chile Avenue $6,490.00 Sidewalk/Trail Construction Cost + 30% Administration $1,91Q:OQ � TOTAL ESTIMATE CHILE AVENUE SIDEWALK/TRAIL $8,4�.00 PROJECT COST � � ' ' � � � , ' � ' � � � PRELIMiNARY ASSESSMENT ROLL CiTY PROJECT NO. 235 ' 145TH STREET RECONSTRUCTION PROJECT CITY OF ROSEMOUNT, MINNESOTA OSM PROJECT NO.4438.60 i ' PARCEL ID. SITE NUMBER ABBREVIATED LE AL ESCRIPTION SECTION TOWN HIP&RANGE ADDRES OWNER ROSEMOUNT COMMUNITY ' 34-03010-012-80 SE 1/4,SEC 30,T115N,R19W 3810145TH ST W HOUSING 34-03010-016-80 145TH ST W CARf20LL RICHARD L.8c EMMET ' 34-03010-015-86 ROSEWOOD MANOR SE 1/4,SEC 30,T115N,R19W 145TH ST W NCON MANAGEMENT SHIMOTA,RtCHARD f.&JOYCE 34-03010-014-88 SE l/4,SEC 30.T115N.R14W 145TH ST W A. 34-03010-010-91 SE}/4,SEC 3Q,T115N,R19W 3710145TH ST W ' 34-03010-010-90 TOM THUMB FOODS MARKET WC. SE 1/4,SEC 30,Tl 15N,R19W 145TH ST W 34-03010-010-85 SUPER AMERICA SE 1/4,SEC 30,T115N,R19W 145TH ST W KELLEY,VERNON R. FINNEGAN,PAT(31CK F.&M,4RY � 34-03010-010-20 NE 1/4,SEC 30,T115N,R191N 3535145TH ST W R. 34-49200-160-0 LOT ld,BL 1,MO1Z'S ADDITION NW 1/d,SEC 29,T115,R19W 145TH ST W HYNES.MARY E. 34-03700-080-06 PART OF LOT 6, AUD.SUB.#1 NW 1/4,SEC 29,T115N,R19W 3395145TH ST W FELSTEAD,JOHN D.&BRANDI K. , SCHROEDER,MARViN& 34-03700-100-06 pAf2T OF LOT 6, AUD.SUB.#1 NW 1/4,SEC 29,Tl}5N,R19W 3375145TH ST W NATALIE 34-0370a120-06 pART OF LOT b, AUD.SUB.#1 NW 1/4,SEC 29,T115N,R19W 3355145TH ST W KORNOVICH,ASNLEY J. ' 34-03700-130-06 PART OF LOT b, AUD.SUB.#1 NW 1/4,SEC 29,T115N,R19W 3335145TH ST W MAWE,WII.UAM C.&JERYLG. 34-Q3700-090-06 PART OF LOT 6, AUD.SUB.#1 NW 1/4,SEC 29,Tl 15N,R19W 3325145TH ST W TOOMBS,ROBERT&BETTY , 34-03700-010-Oi PART OF LOT 6, AUD.SUB.#1 NW 1/4,SEC 29,T115N,R19W 3315145iH ST W STRESE,STEVEN&DEBORAH 34-03700-070-0� PART OF LOT 6, AUD.SUB.#1 NW 1/4,SEC29,T115N,R14W 3305145TN ST W JOHNSON,HELEN W. --------_- -- --- -- - 34-03700-050-06 PART OF LOT 6, AUD.SUB.#1 NW 1/4,SEC 29,T115N,R19W 3285145MST W OLSON,EUGENE&GIORIA ' 34-03700-06Q06 PART OF LOT 6, AUD.SUB.#1 NW 1/4,SEC 29,Tl 15N,R}9W 3265145TH ST W KELLY,MARION 34-0370a190-06 PART OF LOT 6, AUD.SUB.#1 NW 1/4,SEC 29,T115,R19W 3245145TH ST W 34-03700-171-06 PART OF LOT 6, AUD.SUB.#1 NW 1/4,SEC 29,T115NR19W 3195145TH ST W STEINLE,THOMAS&MARY -_ -- ---- --- -__ --- -- � 34-0370f�160-06 LOT 8, AUD.SUB #1 _ NW 1/d,SEC 29,TUSN,R19W 3}85145TN ST W SMITH HARRY&GENEVIEVE - ---. __ - 34-03700-080-06 LOT 9,AUO.SUB.#1 NW 1/4,SEC 29,T115N,R19W 3178145TH ST W OLSON.BRAOLEY A. ' 34-03700-01a1 l LOT 10,AUD.SUB.#1 NW 1/d,SEC 29,Tl 15N,R19W 3165145TH ST W KELLER,RICHARD F.&�ARIENf 34-03700-01 T-11 LOT 11,AUD.SUB.#1 NW 1/4,SEC 29,T115N,R19W 3155145TH ST W CHERRY,ROBERT l.&DIANE 2 ' 34-03700-011-12 #1 ___ NW 1/4,SEC 29,Tl 15N,R19W 3135145TH ST W . DUFF,HELYN&EUGENE ' -- 34-03700-012-12 E 1Q5'OF LOT 12 AUD_SUB.#1 �NW 1/4,SEC 29,Tl 15N,R19W 3125145TH ST W FISCHER,JOHN J_&ELAINE O. . -- KLEMENHAGEN,DANiEL P.& � 34-03700-010-13 LOT 13. AUD.SUB #1 .NW 1/4,SEC 29,T115N,R19W 3115145TH ST W RENEE N - --- __ - ----- 34-03700-01a15 IOTS 14&15,AUD SUB �l _ NW 1/4,SEC 29,Tl 15N,R19W 14475 CAMEO AVE. VISTA TEIEPHONE CO. - - _- -- 34-62853-010-01 LOT 1,BL 1,RAHNS 4TH ADDN. _ _�SW 1/4,SEC 29,Ti 15N,R19W 3450145TH ST W RIEGERT,REGINA R.RAHN ---- _ 34-62853-020-01 LpT 2,BL 1,RAHNS 4TH ADDN.__�_:SW t/4,SEC 29,T115N,R19W 3400145TH ST W RECHTZiGEI._CARL&RUTH ' � 34-62853-030-01 LOT 3_BL 1,RAHNS 4TH ADDN.____iSW 1/4,SEC 29,Tl i 5N,Rt 9W 3390145TH ST W FISCHER,LUCILLE K. -- --- -- ___ _-- -- 34-62850-010-01 LOT 1,BL 1,RAHN'S ADDiTION 'SW 1/4,SEC 29,Tl 15N,R19W 3380145TH ST W MOELLER,MARY , Page 1 � IPRELIMINARY ASSESSMENT ROLL CITY PROJECT NO. 235 ' 145TH STREET RECONSTRUCTION PROJECT CITY OF ROSEMOUNT, MINNESOTA OSM PROJECT NO.443$.60 � IPARCEL ID. SITE N MBER ABBR IA GAL E CRIPTI N E TI N TQWNSHIP RAN E AD RE QWNER � 34-62853-020-01 LOT 2,BL 1,RAHN'S AL�DITION SW 1/4 SEC 29,Tl 15N,R19W 3370145TH ST W WIEDERHOLD,JOHN&JUDITH 34-03800-02(1-12 PART OF LOT 12,AUD.SUB#27 SW i/4,SEC 29,Tl 15N,R19W 3340145TH ST W SAMSON,N�RBERT&KATHiEEN , 34-03800-030-12 pART OF LOT 12 AUD.SUB#27 SW t/4,SEC 29,T11bN,R19W 3330145TH ST W WAUACHY,THfRESA 34-03800-130-12 PART OF LOT 12,AUD.SUB#27 SW 1 J4,SEC 29,T115N,R19W 3320145TH ST W NELSON,JAMES A.8c ANGEWNE � 34-03800-120-12 PART OF LOT'12 AUD.SUB#27 SW 1/4,SEC 29,Tl 15N,R19W 3310145TH ST W BAUMGARTNER,KATHERINE F, 34-03800-200-12 PART OF LOT 12,AUD.SUB#27 SW 1/4,SEC 29,T115N,R19W 3300 145T1-I ST W STRESE,MARGARET 34-03800-190-12 pART OF LOT 12 AUD.SUB#27 SW 1/4,SEC 29,T115N,R19W 3260145TH ST W MCDONOUGH,SARA A. ' 34-03800-020-11 W 5,5�OF LOT 11 AUD.SUB.#27 SW 1/4,SEC 29,Tl 15N,R19W 3240 145TH ST W HARPSTER,LUELLA 34-03800-010-11 E 58.65'OF LOT 1 t,AUD.SUB.#27 SW 114,SEC 29,T11bN,R19W 3220145TH ST W FLUEGEL,KIMBERLY A. JACOBSON,LAWERENCE A.& , 34-03800-010-10 LOT 10, AUD.SUB.#27 SW 1/4,SEC 29,T115N,R19W 3210145tH Si W SUSAN B, ��8�1�8 lOT 8,AUD.SUB.#27 SW i/4,SEC 29,T115N,R19W 3190145TH ST W RIES,KEViId 34-03700-030-44 W 50'OF LOT 44,AUD.SUB.#1 SW i/4,SEC 29,Tt 15N,R19W 31�145TH ST W LOESGH,TIMOTHY&JOAN D. E 60'OF W 110'OF LOT 44,AUD.SUB. ' 34-0370Q020-44 #1 SW if4,SEC 29,T115N,R19W 3170145TH ST W SMITH,WESLEY D.&CATHERINE �3�-�� LOT 7,AUD.SUB.#27 SW 1/4,SEC 29,T115N,R19W 3160145iH ST W SWANLUND,SHERRI RAE W 25'OF LOT 43 AUD.SUB.#1 PLUS ' �� E 25'OF LOT 44 AUD.SUB.#1 SW 1/4,SEC 29,T115N,R19W 3150145TH ST W SEEGER,JEFFERY W.&DENISE A. 34-03700-020-43 #1 SW 1/4,SEC 29,Tl 15N,R19W 3130 145TH ST W ��3 W 55'OF LOT 42,AUD.SUB.#1 SW 1/d,SEC 29,Tl 15N,R19W 3120145TH ST W HEINEN,RICHARD J. � 34-03�00-0�0-42 E 55'OF LOT 42 AUD.SUB#1 SW 1/4,SEC 29,Tl 15N,R19W 31101451H ST W HEtNEN,RICHARO J. 34-03700-020-41 LOT 41,AUD.SUB.#1 SW 1/4,SEC 29,T115N,R19W 3100145TH ST W ERICKSON,JOAtU W. 34-03700-010-41 lOT 40,AU�.SUB.#1 SW 1/4,SEC 29,Tl 15N,R19W 3090145iH ST W EAGAN,THONWS G. , OUTLOT A CARROLLTON ADDN. NW 1/4,SEC 29,Tt 15N,R19W 1 ASTH ST W 34,49200-160-0 LOT 16,BL 1,MOR'S ADDN. N1N 1/4,SEC 29,T115N,R19W 3405 145TH ST W HYNES,MARY E. LOT 15 BL 1 M TZ'S ADDN. NW 1 4 SEC 29 T115N R19W 3400144TH ST W 61ST KENN 1H&MA ARET ` , , � ' � . Page 2 , I ' PRELIMWARY�ESSMENT ROLL CITY PROJfCT NO. 235 ' CN4LE AVENUE RECONSTRUCTION PROJECT OSM PROJECT NO.4438.fi0 , � SECTION, PARCEL ID. TOWNSHIP& SITE , NUMBER ABBREVIATE L GAL DESCRIPTION RANGE ADDRESS OWNER LOT 10,BLOCK 2,MOTZ'S ADDN. tOT 10,BIOCK l,MOTZ'S 2ND/�DDN. ' LOT 10,BLOCK 2,MOTZ'S 2ND ADDN. LOT 10,BIOCK 1,MOR'S 3RD ADDN. LOT 10,BLOCK 2,MOTZ'S 3RD ADDN. ' ' , � ' ,� ' i 1 1 1 i 1 ' ' 145TH STREET RECONSTRUCTION FROM SHANNON PARKVVAY TO CAMEO AVENUE ANI? ' CHILI AVENUE FROM 145TH STREET TO NORTH END CTTY PROJECT NO. 235 � USM PROJECT NO. 4438.60 ' ' ESTIMATED TYPICAL LC?T ASSESSMENT , ACTUAL FRONTAGE = 85 FT. ' ADJUSTED FRONTAGE = 63.75 FT. ' SANITARY SEWER LATERAL, ASSESSMENT 63.75 FT. *$ 16.21 FT. _ $1033.39 / ' SANITARY SEWER SERVICE ASSESSMENT 1 EACH *$ 719.53/EA, _ $ 719.33 WATERMAIN LATERAL ASSESSMENT 63.75 F'T. *$ 12.88/EA. _ $ 821.10 , WATERMAIN SERVICE ASSESSMENT 1 EA. *$1125.83 EA. _ $1125.83 � , STREET LATERAL ASSESSMENT 63.75 FT. *$ 53.80/FT. = 42 �5 GRAND TOTAL ASSESSMENT $7129.40 ' � � � ' ' , ' � ..,s � . � � t•. � . a `�: � s ` � I�.J� �'ii. cs r � . �.. . . � � . � t: .. .. � �.,....._.__...... t .. . _� �xY , �K,y i` .�.�*; ~�� •��) ��;�"��'"{ h � � • �(�, •`��'`s€�-�a �i. t t'f �::1 '"'1`�'^'�..... � �. j r'�h-i s� .,r+;�.�. :�..� ..ti.. €,� ..�..h�,��a.�.�.E�.: r� �� • :: tµ ..� � � � . . . � . . .. 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' ti• <<� t T�1� � — � � r- 1-J.=�1 " .`�"�"•.a i �I�'1 �-_w •i , t � , � � �� s i Z =--�� -`-� -: __._ �-. ` _�i�-----�%, , ��.;�. � ; 1N-186B�.� �� -' .� �.:_. —, IYV C 188G� �:_.. /=:..•�;--^-- � � `y f9--_ —� �%� �— r,�—,—.--.. -� � � � 1 �� - " '`•` � _t `� .� .�, � � � e --- � ` ' �"�� -=7�—--��... _1_--——��—�-- �` � � _� ' � � � � � � � . _ r , � � ��' � � . � ��:^-_ - ' � � ------�--W�CC20lA. .�- � � i / � ' / \ � 1 __ v`'�- ` � � � WAC204 �� WAC203A �_ ' � �--tWA� , � . ! , _��:� � -� ��1� � 201E�•% . ' � . s�n . Drawn By� Drawing Title Comm. No. Orr 4438.60 P.S.H. Scheten Yeyeron & pRAINAGE DISTRICT MAP sheet no. Associates. lna Date� En�ineers■ Archilects ■ Plannen �Surveron � �2_4_92 900 parlc Pl�c�C�nt�t� S77S •qaata Boule��rd Yinneapoll�.YN S54tE-122e� 612•595-5775 ' LEGEND ' XX 1991 /1992 tXX ) 2012 ' ROSEMOUNT HIGH SCHOOL ' � . •• � . . r1 . .. .. . � �O �-_- 3 d� ' a Y e-N 0. 0 Q � `� O Z �O a 2 ' � �� o ,� � Z Q a . Z c a �-- I � J _ 7950 v 6910 ' ( 16720 ) 145TH STREET ( 14510 ) 7240 ( 15200 ) W ' mo.. � v�N Z .�-�p W N V' � "� 00 W a �O M , ^ M O�. _ M �� D O J ��'" E"' M NtD NO Q '"' � " ��p v m W , � 0 n. � 0�� a 00 = ' O M � M CO ' CSAH 42 .� o� / � Qo`\'/ ' O O `-- �•-- N Q� I M`� � 1 1 _ Drawn By� Drawing Titie Comm. No. ' LAM Sc elen 443860 3�tayeron & ROSEMOUNT TRAFF I C STUDY Date� Associntes, inc. AVERAGE DA I LY TRAFF I C Figure No. /1 f,/92 Engiaeera� Architecta • Pl�nnen s Surreyors , EV 1-12-93 202!E��t Heaoepic A�enue • Ilinnupolt�.YM bS�f� � Ei2-1�1•m660 3 ROS�MAP3 � � 5 FINANCING � � 5.1 Cost Estimate -Detailed Cost Estimates can be found in the Appendix of this report. The estimates are based on 1992 construction costs and � r 1 d administrative costs. The include a 10%contingency factor and ail e ate � administrative costs are estimated at 30% and include legal, engineering, interest and other administrative items. A summary of these costs are � listed as follows: � SUMMARY OF PROJECT COSTS � CHILE 145TH STREET AVENUE �i� Sanitary Sewer $0.00 $80,400.00 Sanitary Sewer Service $0.00 $58,1t�.00 � Watermain $0.00 $130,600.00 Water Services $0.00 $57,700.00 � Storm Drain *$15 400.00 $94,200.00 , � Streets $25,000.00 $b78,400.00 Street Lighting $ 0.00 *"$7,��•� � Overhead Utilities $0.00 ***$0.00 Sidewalk/Trail $8,400.00 $9g,2�•� � Totals 48,800.00 1,205,600.00 '� Final design will determine whether or not this is required � ** The cost summary assumes that 7 lantern style street lights will be installed along 145th Street. *** The cost summary assumes that the overhead utility lines remain in- �; place along 145th Street. � OSM Project Na 4438.60 Fage 22 � � � 5.2 Cost Recovery - This project will be funded from assessments, Street and � Core Fund inciudes Mn DOT State Aid Funds Storm Sewer Core Fund � � )� � � Watermain Core Fund and the Sanitary Sewer Core Fund. Shown below are the General Funding Overviews for the 145th Street and Chile Avenue � Reeo nstruction Pro�ect, following the overnews is a discussion of each of � the project items and their revenue sources: � � � � � � � � _� � � � 1 OSM Project No. 4438.60 Page 23 ESTIMATED GENERAL FUNDING OVERVIEW 145TH STREET RECONSTRUCTION FROM SHANNON PARKWAY TO CAMEO AVENUE PLUS THE CHIPPENDALE - CHILE AVENUE REALIGNMENT ITEM ESTIMATED ASSESSMENT STORM WATERMAIN SANITARY STREET TOTAL COST SEWER CORE CORE FUND SEWER CORE FUND REVENUES FUND CORE FUND ** Sanitary Sewer $$0,400 $41,784.00 $0 $0 $38,615.52 $0 $80,400 Sanitary Sewer $58,100 $30,211.86 $0 $0 $27,888.14 $0 $58,100 Services Watermain $130,600 $32,331.15 $0 $98,268.85 $0 $0 $130,600 Water Services $57,700 $46,159.85 $0 $11,540.15 $0 $0 $57,700 Storm Drain $94,200 $0 $0 $0 $0 $94,200 $94,200 Street $6�8,400 $252,355.43 $0 $0 $0 $426,044.57 $678,400 Street/Lighting $7,000 $0 $0 $0 $0 $7,000 $7,000 Sidewalks/Trails $99,200 $0 $0 $0 $0 $99,200 $99,200 Overhead $0 $0 $0 $0 $0 $0 $0 Utilities TOTAIS $1,205,600.00 $402,842.29 $0 $109,809.00 $66,503.66 $626,444.57 $1,205,600.00 ** Street Core Fund includes Mn/DOT State Aid Funds � � '� � � � � � � � � � � � � �� ESTIMATED GENERAL FUNDING OVERVIEW CHILE AVENUE RECONSTRUCTI4N FROM 144TH STREET TO ISD NO. 196 SOUTH _ BOUNDARY ESTIMATED REVENUES ITEM ESTIMATED ASSESSMENT STORM STREET TOTAL COST SEWER CORE CORE FUND REVENUES FUND Starm Drain $15,40U.00 * $0 , $15,400.00 * $0 $15,400.� ' Street $25,000.00 $22,696.87 $0 $2303.13 $25,000.� Sidewalk/Trail $8,400.00 $0 SO $8,400.00 $8,400,(K) TOTAIS $48,800.00 $22,696.87 $15,400.00 $10,703.13 $48,800.00 * Final Design will determine whether or not this is required � � � '� � � � � � � � � � � � � � � � � � � 5.2.1 Sanitary Sewer: Because the salutary sewer work is considered replacement/rehabilitation it is proposed to assess the � improvement based on its useful life. The sewer was canstructed � in 1955 and has a e ected life of 50 ears. Pro'ect costs in excess XP Y J � of the amount assessed will come out of the Sanitary Sewer Cost fund. Sanitary Sewer Services will also be assessed based on their � useful life. � 5.2.2 Watermain: Because the watermain work is replacement and � upgrading of an eacisting line, it is proposed to assess the ' improvement based on the useful life of its residential equivalent. � � The watermain was eonstructed in 1948 and has a expected Iife of 50 years. Project costs in excess of the amount assessed will come � out of the Watermain Core Fund. Watermain services will also be � assessed based on their useful life. � 5.2.3 Storm Drain: A ortion of the storm sewer catch basins and catch P � �' basin leads) will be paid for by Mn/DOT State Aid Funds. T'he remaining funds will come from the Storm Sewer Core Fund. ' � � � � OSM Project No. 4438.60 Page 26 � � 5.2.4 Street: Revenues for street construction will be available through � s ecial P � assessments, Mn/DOT State Aid Funds and Street Core Funds. � 5.2.5 Sidewalk/Trail: Revenues for sidewalk/trail construction will be � available through the Street Core Fund. � 5.3 Assessments -Assessments far the project were determined using the City � of Rosemount Assessment f Improvement Policy (adopted by the City Council on March 17, 1992). The assessment Policy states that only those � properties that have an access or connection to the improvement will be � assessed. A list af the properties proposed to be assessed for the 145th St. Project is given in the Appendix of this report. The following table shows � the proposed assessment rates and the corresponding assessment basis for � each zoning type in the project area: � � � � Y � � � OSM Project No. 4438.60 Page 2'I � � � : ASSESSMENT R.ATES � Assessment Zoning Assessment Basis Assessment Per Type Type Front Foot � Street R-1 32' wide street, including lateral $53.80/foot C-1, R-3 storm drain and street lights. � C-1, R-3 37' wide street including lateral $59.37/foot storm drain and street lights � Watermain R-1 Residential watermain equivalent $12.88Jfoot 6" main, gate valves, fittings (plus 20% credit for useful service life). � Watermain R-1 Total estimated cost of watermain $1125.85/each Services services divided by the number of services (plus 20% credit for � useful service life). Sanitary Sewer R-1 Total estimated cost of sanitary $16.21/foot jsewer divided by the assessable front footage (plus 48% credit for useful service life). � Sanitary Sewer R-1 Total estimated cost of sanitary $719.33/eaeh Services sewer services divided by the � number of services (plus 48% credit for useful service life). � � � � � � � � OSM Project No. 4438.60 Page 28 ��---. _ _ i i � w � Z Q �� Z � --� W . � �,� . 100� � �' � ��'�� _ c.=, � � � � W an 4 vWi � I- ' � i � O , , r o � � . � � � � � o = I , � i o " � 4 � � a '- w g g � ^ a g ^ g � „ � g � g g Z ,, � � � "' r' � 4 q Q Q 4 4 Q Q q � � F 40'gAPLE Q q q ,T� rr�s � h "� ^ .U x '� . � , I 5O Oi% h � � � . � '�.. , { J m 8�OAK 51 GN _ � - - '.. . . SIGN _ _ . _ _ � ,... SH - _ _. u ,��. I � I I I -- PRf1P_ R CGt� GWR � . .. _ . '.. PROP. 18" S.D. « . S1GN � — ' � � � �" �. • IG M MIRPL N N n N �N H " � ^ O � ,I W � � � � � g b � b a'�3 g �0' ASH � � g: � p � � aW � � . s�cN � Z _ a � � Q � q q Y 4 Q _� ? 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