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HomeMy WebLinkAbout5.c. springs at rosemount EXECUTIVE SUMMARY Planning Commission Regular Meeting: June 28, 2022 Tentative City Council Meeting: July 19, 2022 AGENDA ITEM: 22-49-PP, 22-50-PUD, 22-51-FP: Request by Continental 664 Fund LLC, for Approval of the Springs at Rosemount Major Amendment to the Amber Fields Planned Unit Development Master Development Plan, Preliminary and Final Plats. AGENDA SECTION: Public Hearing PREPARED BY: Anthony Nemcek, Senior Planner AGENDA NO. 5.c. ATTACHMENTS: Site Location; Amber Fields Overall Development Plan; Preliminary Plat; Final Plat; Site Plan; Grading Plan; Utility Plan; Landscape Plan; Site Lighting Plan; Applicant’s Narrative; Architectural Drawings; Engineer’s Memo dated June 20, 2022. APPROVED BY: AK RECOMMENDED ACTION: 1. Motion to approve the Preliminary and Final Plats for Amber Fields 6th Addition, subject to the following conditions: a. Execution of a Subdivision Agreement. b. Conformance with all requirements of the City Engineer as detailed in the attached memorandum dated June 20, 2022 (and associated stormwater review memo dated June 21, 2022) c. Payment of trunk area charges in the amount of: i. Sanitary Sewer Trunk Charge: $1,075/acre ii. Watermain Trunk Charge: $6,500/acre iii. Storm Sewer Trunk Charge: $6,865/acre d. Payment of a landscaping surety equal to 110% of the landscaping. 2. Motion to recommend the City Council approval a Major Amendment to the Amber Fields Planned Unit Development Agreement, subject to: a. Section 11-4-9 F 4. R-4 Minimum Front Yard Setback: The minimum front yard setback for principal structures shall be seventeen (17) feet and five (5) feet for surface parking b. Section 11-4-9 F 5b. R-4 Minimum Side Yard Setback: The minimum side yard setback for accessory structures shall be five (5) feet. c. The applicant shall work with staff to update the landscape plan to bring it further into conformance with the zoning ordinance, after which any shortfall from the required number of trees will be accounted for within the amendment. d. The wheel track for the City’s fire truck shall be traced through the site to assure adequate accessibility for the fire apparatus. e. Site signage will be reviewed and approved through the sign permitting process. 2 SUMMARY Property Owner: Earl Street Partners II, LLC (Maplewood Development) Applicant: Continental 664 Fund LLC (Continental Properties) Location: South of County Road 42 and approximately 1,600 feet west of Akron Avenue. Site Area in Acres: 14.58 Acres Comprehensive Plan Designation: HDR – High Density Residential Current Zoning: R4 PUD – High Density Residential Planned Unit Development Residential Units: 268 Units Gross Density (Res): 18.38 units/acre Net Density (Res): 18.38 units/acre Surrounding Land Uses: North: Low Density Residential East: High Density Residential South: Mixed Use Residential West: Met Council Lift Station The Planning Commission is being asked to consider a request by Continental Properties, for approval of a Preliminary and Final Plat and a Major Amendment to the Amber Fields Planned Unit Development Agreement to construct a 268-unit multifamily community on a parcel of land owned by Maplewood Development within Amber Fields. The site is located adjacent to County Road 42 in the north central portion of the development area. The proposed project is a blend of high-density and medium-density residential development in that the overall density is comparable to a high-density residential development, but buildings have the appearance of townhomes with each unit generally having an individual access and garage. Some three-story units share a common stairway. The development contains a mix of studio, 1-, 2-, and 3-bedroom units. Community amenities include a club house with adjacent swimming pool, and a dog park. The community will be gated and completely contained within an ornamental fence. The proposed amendment to the PUD inserts the plans for the proposed development into the Amber Fields PUD Agreement, and it contains deviations from side and front yard setbacks within the R4 zoning district, which is the underlying zoning designation for this site, as well as a reduction in the number of trees required. These reductions in the setbacks are necessary to accommodate the steep slope on the western portion of the site which is also the location of Metropolitan Council utility lines, and the number of trees required is not able to be accommodated by the open space on the site. Much of that open space is located with the Met Council’s easement. BACKGROUND The Amber Fields Master Development Plan was approved by the City Council at its meeting on September 7, 2021. The Amber Fields development includes a mix of different housing types ranging from traditional single-family homes to high-density apartment buildings. The proposed Springs at Rosemount community is a hybrid townhome/apartment development located within a parcel that was zoned R4 PUD with the approval of the master development plan. The proposed development is consistent with the concept anticipated within the Master Development Plan for a high-density rental townhome project. Legal Authority 3 Preliminary and Final Plat requests 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. Major Planned Unit Development Amendments are a legislative decision because of the Code deviations being requested. Legislative decisions give the Planning Commission more latitude, but consideration should be given to expectations related to the overall Master Development Plan’s intended development pattern for this specific site. General Site Layout The project area contains eleven residential buildings, eight detached garages, and a clubhouse with an adjacent pool. The community features a sidewalk system that connects the buildings with one another and the community amenities. Sidewalks also connect with 148th Street West to provide access to the public street and sidewalk system. The residential buildings are two and three stories in height with the taller buildings located on the eastern portion of the development closer to the planned future apartment buildings. The entire site is contained by a decorative fence except where there are garages along the fence line. The site is accessed by driveway featuring a landscaped median leading to a gate that provides entry to the community. Additional emergency access gates are shown west of the clubhouse parking lot and at the 148th Street West access in the southeast corner of the site. Land Use and Zoning The site is designated in the City’s Comprehensive Land Use Plan for high-density residential uses which include townhomes with 6-12 units per building and multiple story apartment or condominium buildings. The anticipated density range for this land use is 12 to 30 units per acre. At 18.38 units per acre, the site is well within the range for the HDR-High Density Residential land use designation. The site is in the R4 PUD -High Density Residential Planned Unit Development zoning district. The lot standards for that zoning district are listed below alongside the standards proposed by the applicant’s plans. Because the Amber Fields PUD wasn’t able to anticipate the exact plans for the site, no specific deviations from the zoning ordinance were included in the Amber Fields Master Development Plan. The table below compares the R4 zoning standards with those proposed by the applicant. The front yard deviation is limited to two of the structures while the side yard setback deviation is only along the eastern property line in order to accommodate the wide easement on the western portion of the property. An additional deviation to allow for a reduced setback for surface parking is also being requested. The minimum setback is ten feet for surface parking and the applicant is requesting that be reduced to five feet. Category Required Amber Fields 6th Addition (Springs at Rosemount) Min. Lot Area (sf) 22,500 square feet 635,105 square feet Min. Lot Width 150 feet Approx. 1,230 feet Min. Front Yard Setback 30 feet 17.8 feet Min. Side Yard Setback 30 feet (principal structures) 10 feet (accessory structures) 67 feet (principal structures) 5 feet (accessory structures) Min. Rear Yard Setback 30 feet 97 feet Lot Coverage Maximum 75% 67.06% Preliminary and Final Plats The applicant is requesting approval of the Preliminary and Final Plats for the site that would convert the 4 existing outlot that was platted with the rest of the Amber Fields development to a buildable lot. The parcel boundaries of the outlot and the development will remain unchanged with the approval of the plat. Street and Sidewalk System The streets within the development will be private, and access into the site will be made through a gated driveway that connects to 148th Street West. Prior to the entrance gate, a parking lot will be located to the west of the entrance drive that will allow guests and prospective residents access to the clubhouse. West of that parking area will be an emergency gate. An additional emergency access point will be located along 148th Street West near the eastern property boundary. The main entrance is aligned with the access to the development to the south to minimize conflicts. A very complete internal sidewalk system is depicted on the applicant’s plans. The sidewalks provide connections between the various buildings and the community amenities and also with the external street and sidewalk system. At one location, the sidewalk creates a pedestrian alley between two of the buildings. The sidewalks provide connections with most of the units’ entrances. Building Massing and Materials There are generally four different structure categories within the development: two-story residential buildings, three-story residential buildings, detached garages, and community clubhouse. The buildings all feature a mix of materials and visual articulation by way of variation of the façade faces and differing roof geometries. Each unit will have a covered entry to increase the visual interest of the buildings. The materials used include stone masonry, lap siding, board and batten, and architectural panels. The applicant has provided examples of the colors and materials with their submittal, which are included in the attachments. The club house, garages, and trash enclosure will all be constructed of similar materials sharing in the common theme for the development. The tallest structures will be the three-story buildings in the eastern portion of the development. The City Code measures building height as the average height of the peak and the eaves. In this case the height is 36.84 feet. The maximum building height in the R4 zoning district is 4 stories, not to exceed 48 feet. The unit mix for the project is shown on the table below. The units will be split up among 2-story buildings and 3-story buildings. Type Number of Units Home Size Studio 26 (10%) 630-662 sf 1-Bedroom 118 (44%) 779-910 sf 2-Bedroom 98 (37%) 1091-1212 sf 3-Bedroom 26 (10%) 1263-1384 sf Parks The Parks and Recreation staff has reviewed the park dedication requirement for this project as part of the overall Master Development Plan in order to take into account the multiple playgrounds and extensive open space within the development. Therefore, there is no park dedication requirement for this specific phase of Amber Fields. The street and sidewalk system provide access to the trails and parks. Landscaping The landscaping plan provided by the applicant shows a total of 180 trees. The R4 zoning standard for landscaping requires 8 trees plus one tree per unit in the case of structures one to three stories in height. That calculates to a total of 276 trees, a shortfall of 96 trees. Because of the amount of open space that is 5 dedicated to the Met Council easements on the western portion of the site, staff is supportive of a reduction in the number of trees required. This can be accomplished though the PUD process, but staff will continue keeping a tally of trees within the developments to ensure the total number of trees provided meets the requirements of the City Code, including those required as part of tree preservation and replacement. The applicant should still attempt to update the landscape plan to bring it more in conformance with the landscape requirements. Trees are shown on the landscape plan throughout the site within the open areas and along public rights of way. Parking areas are landscaped using trees and shrubs in accordance with the requirements of the City Code to provide screening. The dog park in the north central area of the site will also receive landscaping. The foundation plants shown on the plan total 4,364, while the City Code requirement of 1 foundation planting for every 10 liner feet of building perimeter results in 532 plants. Staff finds the landscape requirement for foundation planting and parking lot landscaping is met by the plan. Trash Enclosure The applicant’s plans show a trash enclosure along the western edge of the development. The architectural plans show the enclosure matching the materials used on the buildings within the development in conformance with the City Code. Site Lighting The site will be lit with both wall- and pole-mounted lights. Pole-mounted lights will be either 15 feet or 25 feet tall and oriented inward into the site. The applicant has provided a photometric study that shows the plan to be within limits of the City Code. Utilities All utilities within the site will be privately owned and maintained. Access to the City’s sewer and water system will come from 148th Street West, south of the site. Stormwater is managed as part of the overall stormwater system within the development, the majority of which is located in the area of open space near the center of the Amber Fields development. The City’s engineer has provided a review memo that is attached to this report. Engineer’s Review The City Engineer’s memo includes some comments relating to easements, both public and private. The applicant’s plans show a monument sign within the drainage and utility easement along 148th Street West. Signage is typically reviewed through the building permitting process. If the location of the sign remains, an easement encroachment agreement will be needed. The engineer’s review memo also has a requirement that the wheel track for the City’s fire truck will have to be traced through the site to assure adequate accessibility for the fire apparatus. This is included in the conditions of approval. CONCLUSION AND RECOMMENDATION Staff is recommending approval of the Preliminary and Final Plats that would convert the existing Outlot B of the Amber Fields plat to a buildable lot. Staff is also recommending a Major Amendment to the Amber Fields Planned Unit Development that will add the Springs at Rosemount development plans to the Amber Fields Planned Unit Development Master Development Plan as well as formalize deviations from the side and front yard setback requirements and allow for a reduction in the number of trees required as part of the landscaping plan. This recommendation is based on information provided by the applicant and reviewed within this report. DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDSDSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSADAMG-PL FFE: 945.00 DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS6GFFE: 942.906GFFE: 943.67Z32BBLDG8FFE:944.25B20EBLDG 2FFE: 942.50B20EBLDG 3FFE:942.88B20EBLDG 4FFE: 943.17Z32BBLDG7FFE:944.00B20EBLDG 10FFE: 944.00B20EBLDG 6FFE: 943.00B20EBLDG1FFE:940.69B20EBLDG11FFE:943.10Z32ABLDG 9FFE: 945.008GFFE: 945.008G FFE: 940.00 Z32ABLDG 5FFE: 943.50CLUBHOUSEFFE: 941.00DOG PARKPOOL8GFFE: 943.18GFFE: 943.18GFFE: 942.5148TH STREET WESTCOUNTY ROAD 42POOLSNOWSTORAGE81516179APARTMENTS S00°00'35"E 495.85EAST 533.19R=1050.00L=564.72Δ=30°48'55"S59°11'05"E 136.63NORTH 710.03 S89°48'43"W 244.09N89°42'19"W 944.44C-2.0SPRINGS AT ROSEMOUNT PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL PRELIMINARY PLAT 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONLEGEND: LEGAL DESCRIPTION: AMBER FIELDS SIXTH ADDITIONCITY COUNCIL, CITY OF ROSEMOUNT, MINNESOTAThis plat was approved by the City Council of ROSEMOUNT, Minnesota, this _________ day of _____________________, 20 ____and hereby certifies compliance with all requirements as set forth in Minnesota Statutes, Section 505.03, Subd. 2.By:___________________________________________________________________MayorClerkCOUNTY SURVEYOR, COUNTY OF DAKOTA, STATE OF MINNESOTAI hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this_________ day of _____________________, 20 ____._________________________________Todd B. TollefsonDakota County SurveyorCOUNTY BOARD OF COMMISSIONERS, COUNTY OF DAKOTA, STATE OF MINNESOTAWe do hereby certify that on the 22nd day of March, 2022, the Board of Commissioners of Dakota County, Minnesota, approved this platof AMBER FIELDS SIXTH ADDITION and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2,and pursuant to the Dakota County Contiguous Plat Ordinance.By: ________________________________Chair, County BoardAttest:_____________________________County Treasurer - AuditorDEPARTMENT OF PROPERTY TAXATION AND RECORDS, COUNTY OF DAKOTA, STATE OF MINNESOTAPursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable in the year 20___ on the land hereinbefore described have beenpaid. Also, pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes and transfer entered this _________ day of_____________________, 20 ____._________________________________________, DirectorAmy A. Koethe, Department of Property Taxation and RecordsCOUNTY RECORDER, COUNTY OF DAKOTA, STATE OF MINNESOTAI hereby certify that this plat of AMBER FIELDS SIXTH ADDITION was filed in the office of the County Recorder for public record on this_________ day of _____________________, 20 ____, at ___ o'clock ___.M. and was duly filed in Book_________________ of Plats,Page______________________ , as Document Number _______________________ ._______________________________________Amy A. Koethe, County RecorderKNOW ALL PERSONS BY THESE PRESENTS: That Continental 664 Fund, LLC, a Delaware limited liabilitycompany, owner of the following described property:Outlot B, AMBER FIELDS, according to the recorded plat thereof, Dakota County.Has caused the same to be surveyed and platted as AMBER FIELDS SIXTH ADDITION and does herebydedicate to the public for public use the drainage and utility easements as created by this plat.In witness whereof said Continental 664 Fund, LLC, a Delaware limited liability company, has caused thesepresents to be signed by its proper officer this _________ day of _____________________, 20 ____.Signed: Continental 664 Fund, LLCby ___________________________________________Daniel J. Minahan, Chief ManagerSTATE OF MINNESOTACOUNTY OF ____________________This instrument was acknowledged before me on _________ day of _____________________, 20 ____, byDaniel J. Minahan, Chief Manager of Continental 664 Fund, LLC, a Delaware limited liability company, onbehalf of the company.________________________________________Signature________________________________________Printed NameNotary Public, ___________County, MinnesotaMy Commission Expires __________________SURVEYORS CERTIFICATEI Peter Goers do hereby certify that this plat was prepared by me or under my direct supervision; that I am aduly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of theboundary survey; that all mathematical data and labels are correctly designated on this plat; that allmonuments depicted on this plat have been, or will be correctly set within one year; that all water boundariesand wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate areshown and labeled on this plat; and all public ways are shown and labeled on this plat.Dated this ___________ day of _____________________ , 20 ____._________________________________________Peter Goers, Licensed Land SurveyorMinnesota License No. 44110STATE OF MINNESOTACOUNTY OF _____________________This instrument was acknowledged before me on ___________ day of _____________________ , 20 ____, byPeter Goers. _________________________________________ Signature ________________________________________ Printed Name Notary Public,____________County, Minnesota My Commission Expires__________________ N00°00'35"W 495.85 N89°42'19"W 944.44S89°48'43"W 244.09N59°11'05"W136.63R=1050.00L=564.72Δ=30°48'55"S00°30'44"W 85.01BLOCK 1LOT 1EAST 533.19NORTH 710.03 AMBER FIELDS SIXTH ADDITION DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDSDSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSADAMG-PL FFE: 945.00 DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS6GFFE: 942.906GFFE: 943.67Z32BBLDG8FFE:944.25B20EBLDG 2FFE: 942.50B20EBLDG 3FFE:942.88B20EBLDG 4FFE: 943.17Z32BBLDG7FFE:944.00B20EBLDG 10FFE: 944.00B20EBLDG 6FFE: 943.00B20EBLDG1FFE:940.69B20EBLDG11FFE:943.10Z32ABLDG 9FFE: 945.008GFFE: 945.008G FFE: 940.00 Z32ABLDG 5FFE: 943.50CLUBHOUSEFFE: 941.00DOG PARKPOOL8GFFE: 943.18GFFE: 943.18GFFE: 942.581516179APARTMENTS148TH STREET WESTCOUNTY ROAD 42POOLSNOWSTORAGEC-3.0SPRINGS AT ROSEMOUNT PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL OVERALL SITE PLAN 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONSITE DATA: SITE NOTES: LEGEND: DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDSDSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSADAMG-PL FFE: 945.00 DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS6GFFE: 942.906GFFE: 943.67Z32BBLDG8FFE:944.25B20EBLDG 2FFE: 942.50B20EBLDG 3FFE:942.88B20EBLDG 4FFE: 943.17Z32BBLDG7FFE:944.00B20EBLDG 10FFE: 944.00B20EBLDG 6FFE: 943.00B20EBLDG1FFE:940.69B20EBLDG11FFE:943.10Z32ABLDG 9FFE: 945.008GFFE: 945.008G FFE: 940.00 Z32ABLDG 5FFE: 943.50CLUBHOUSEFFE: 941.00DOG PARKPOOL8GFFE: 943.18GFFE: 943.18GFFE: 942.581516179APARTMENTS148TH STREET WESTCOUNTY ROAD 42POOLSNOWSTORAGEC-4.0SPRINGS AT ROSEMOUNT PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL OVERALL GRADING PLAN 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTION DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDSDSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSADAMG-PL FFE: 945.00 DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS6GFFE: 942.906GFFE: 943.67Z32BBLDG8FFE:944.25B20EBLDG 2FFE: 942.50B20EBLDG 3FFE:942.88B20EBLDG 4FFE: 943.17Z32BBLDG7FFE:944.00B20EBLDG 10FFE: 944.00B20EBLDG 6FFE: 943.00B20EBLDG1FFE:940.69B20EBLDG11FFE:943.10Z32ABLDG 9FFE: 945.008GFFE: 945.008G FFE: 940.00 Z32ABLDG 5FFE: 943.50CLUBHOUSEFFE: 941.00DOG PARKPOOL8GFFE: 943.18GFFE: 943.18GFFE: 942.5148TH ST. W.APARTMENTS148TH STREET WESTCOUNTY ROAD 42POOLSNOWSTORAGEC-6.0SPRINGS AT ROSEMOUNT PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL OVERALL UTILITY PLAN 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTION DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DSDSDSDSDSDSDSDSDSDSDSDS DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSADAMG-PL FFE: 945.00 DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS6GFFE: 942.906GFFE: 943.67Z32BBLDG8FFE:944.25B20EBLDG 2FFE: 942.50B20EBLDG 3FFE:942.88B20EBLDG 4FFE: 943.17Z32BBLDG7FFE:944.00B20EBLDG 10FFE: 944.00B20EBLDG 6FFE: 943.00B20EBLDG1FFE:940.69B20EBLDG11FFE:943.10Z32ABLDG 9FFE: 945.008GFFE: 945.008G FFE: 940.00 Z32ABLDG 5FFE: 943.50CLUBHOUSEFFE: 941.00DOG PARKPOOL8GFFE: 943.18GFFE: 943.18GFFE: 942.581516179APARTMENTS148TH STREET WESTCOUNTY ROAD 42POOLSNOWSTORAGEL-1.0SPRINGS AT ROSEMOUNT PUD AMENDMENT, PRELIMINARY AND FINAL PLAT SUBMITTAL OVERALL LANDSCAPE PLAN 733 Marquette AvenueMinneapolis, MN 55402612.758.3080www.alliant-inc.comSuite 700FOR REVIEW ONLYPRELIMINARYNOT FOR CONSTRUCTIONLANDSCAPE REQUIREMENTS: DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DSDS DS 6G FFE: 942.90 6G FFE: 943.67 Z32B BLDG 8 FFE: 944.25 B20E BLDG 2 FFE: 942.50 B20E BLDG 3 FFE:942.88 B20E BLDG 4 FFE: 943.17 Z32B BLDG 7 FFE: 944.00 B20E BLDG 10 FFE: 944.00 B20E BLDG 6 FFE: 943.00 B20E BLDG 1 FFE: 940.69 B20E BLDG 11 FFE: 943.10 Z32ABLDG 9 FFE: 945.00 8GFFE: 945.008GFFE:940.00Z32A BLDG 5 FFE: 943.50 CLUBHOUSE FFE: 941.00 DOG PARK POOL 8GFFE: 943.18GFFE: 943.18GFFE: 942.5MG-PLFFE: 945.00ADADSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS148TH ST. W.HOUSE PADHOUSE PAD50' X 65'HOUSE PAD50' X 65'DS DS DS DS DS DS DS DS LIGHTING POLE AND FIXTURE SCHEDULE WIND SPEED : LUMINAIRE POLE ASSEMBLY BASE SEE FIXT LIGHT FIXT LUMEN COLOR WATTS VOLT DIST. ORIEN- ARM ARM POLE POLE POLE POLE POLE POLE OPTIONS MANUFACTURER CATALOG SERIES DETAILS NOTES TYPE SOURCE QTY OUTPUT TEMP (K)TYPE TATION CONFIG LENGTH HEIGHT SHAPE WIDTH MATL FINISH COLOR P1 LED - 5500 4000 140 240 3 SEE NOTES - - SEE NOTE RD 5" FG PPC BZ 1,2,3 LUMARK PA1A E601S 1,2 P2 LED - 5500 4000 140 240 4 SEE NOTES - - SEE NOTE RD 5" FG PPC BZ 1,2,3 LUMARK PA1A E601S 1,2 P3 LED - 5500 4000 140 240 5 SEE NOTES - - SEE NOTE RD 5" FG PPC BZ 1,2,3 LUMARK PA1A E601S 1,2 P4 LED - 55000 4000 140 240 4 SEE NOTES - - SEE NOTE RD 5" FG PPC BZ 2,3 LUMARK PA1A E601S 1,2 55000 4000 140 240 4 SEE NOTES SEE NOTE PG 70W MH - 4000 4000 76 240 3 SEE NOTES - - SEE NOTE RD 5" FG PPC BZ 1,2,3 AMERLUX D154-TS20 E601S 1,2 PG1 70W MH - 4000 4000 76 240 5 SEE NOTES - - SEE NOTE RD 5" FG PPC BZ 1,2,3 AMERLUX D154-TS20 E601S 1,2 NOTE: SEE SPECIFICATION SECTION 16510 FOR ADDITIONAL INFORMATION REGARDING LIGHTING FIXTURE AND INSTALLATION REQUIREMENTS. PROVIDE OPTIONS AND ACCESSORIES REFERENCED BY THE COLUMN TITLED "OPTIONS". MANUFACTURERS LISTED AS ACCEPTABLE SHALL MEET ALL REQUIREMENTS AND FEATURES INDICATED. ACCEPTABLE MANUFACTURERS MUST MEET THE PHOTOMETRIC PERFORMANCE OF THE LISTED UNIT. ABBREVIATIONS: A = ANODIZED CONC = CONCRETE P = PAINTED STL = STEEL RD = ROUND ALUM = ALUMINUM CSTM = CUSTOM PPC = POLYESTER POWDER COAT SQ = SQUARE TPD = TAPERED BLK = BLACK FG = FIBERGLASS STD = STANDARD SVR = SILVER WD = WOOD BZ = BRONZE OPTIONS: 1 = PROVIDE WITH HOUSE SIDE SHIELD 2 = PROVIDE WITH INTEGRAL PHOTO CELL 3 = PROVIDE WITH INTEGRAL OCCUPANCY SENSOR 4 = PROVIDE WITH VIBRATION DAMPER 5 = PROVIDE WITH DUPLEX RECEPTACLE OPPOSITE OF HAND HOLE. RECEPTACLE SHALL INCLUDE CAST IN-USE COVER IN FINISH MATCHING POLE. LIGHTING POLE AND FIXTURE SCHEDULE GENERAL NOTES: 1. POLE AND FIXTURES AND FACILITY STANDARD. LIGHTING POLE AND FIXTURE SCHEDULE NOTES: 1. REFER TO PLANS FOR ORIENTATION OF POLE. 2. REFER TO PLANS FOR OVERALL POLE HEIGHTS. 1. SERVICE ENTRANCE CONNECTION TO TYPICAL BUILDING B20. REFER TO SHEET EXXXXX FOR DETAILS. 2. SERVICE ENTRANCE CONNECTION TO TYPICAL BUILDING G24. REFER TO SHEET EXXXXX FOR DETAILS. 3. SERVICE ENTRANCE CONNECTION TO TRASH COMPACTOR BUILDING. REFER TO SHEET EXXX FOR DETAILS. 4. SERVICE ENTRANCE CONNECTION TO CLUBHOUSE. REFER TO SHEET EXXX FOR DETAILS. 5. SERVICE ENTRANCE CONNECTION TO MAINTENANCE BUILDING. REFER TO SHEET EXXX FOR DETAILS. 6. COORDINATE WITH GATE EQUIPMENT SUPPLIER TO PROVIDE AS PART OF THE SYSTEM AN ELECTRIC EYE SAFETY FOR GATE CONTROL. 7. CONTRACTOR SHALL RUN (2) 1" CONDUITS TO EACH GATE FOR POWER AND CONTROLS FROM CLUBHOUSE PANEL 'CH.' COORDINATE WITH GATE EQUIPMENT SUPPLIER FOR ALL INSTALLATION REQUIREMENTS. 8. CONTRACTOR SHALL RUN A 1" CONDUIT AND PROVIDE A DEDICATED TELEPHONE LINE TO MEET INTERCOM DIAL-UP REQUIREMENTS FOR ACCESS GATE. COORDINATE WITH INTERCOM AND GATE SUPPLIERS FOR ALL INSTALLATION REQUIREMENTS. 9. CONTRACTOR SHALL PROVIDE (2) 1" CONDUITS AND (2) WEATHERPROOF JUNCTION BOXES FOR MONUMENT /FLAG POLE LIGHTING AND GFI RECEPTACLES AT FLAG POLE/MONUMENT FOR SEASONAL LIGHTING. COORDINATE WITH OWNER/ ARCHITECT FOR EXACT LOCATIONS. CONNECT LIGHTS TO THE BUILDING PHOTOCELL AND NEAREST HOUSE PANEL FOR POWER. CONNECT RECEPTACLES TO THE NEAREST HOUSE PANEL FOR POWER. PLAN NOTES:# A. PROVIDE 2#8, 1#10G; 1"C FOR SITE LIGHTING UNLESS OTHERWISE NOTED B. ALL SITE POLES TO BE MOUNTED AT 25'-0" AFG. TYPES P1 / P2 / P3 / P4 TYPICAL. C. ALL PEDESTRIAN POLES TO BE MOUNTED AT 12'-0" AFG. TYPES PG / PG1 TYPICAL. D. ALL TYPE OE FIXTURES TO BE MOUNTED AT 10'-0" AFG. COORDINATE WITH ARCHITECTURAL ELEVATIONS. E. ALL TYPE OB FIXTURES TO BE MOUNTED AT 10'-0" AFG. COORDINATE WITH ARCHITECTRUAL ELEVATIONS. F. ALL TYPE OC AND TYPE OD FIXTURES TO BE MOUNTED AT 11'-0" AFG. COORDINATE WITH ARCHITECTURAL ELEVATIONS. GENERAL NOTES: P3 P3 P3 P3P3 P2P1 PG PG PG PGPG PG P2P2 P3 P2 P3 P2 P3 P2 P2 P2 PG PG1 PG P2 P2 P2 P2 P2 P2 P3 P3P1 P1 P2 P1 P1 P3 P1 P3 P3 P2 P2 P4 P4P4 P2 P3 P1 OE OE OE OE OE OE OE OE OE OE OEOE OEOE OD OD OD OD OD OD OD OD OD OD OD OD OD OD OD OD OD ODOD OD OC OD OD ODOD OD OD OD OD OD ODOD OD OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OD OC OC OC OC OB OCOC OC OC OD OD OC OD OD OC OC OC OC OC OC OD OD OD OD OD OD OD OD OD OC W134 N8675 EXECUTIVE PARKWAY MENOMONEE FALLS, WI 53051 262.502.5500 * FAX 262.502.5522 Sheet No. Project No. Sheet Title Drawing Date Revisions CONTINENTAL 000123 FUND LLC 5/26/2022 11:49:49 PME100S ELECTRICAL SITE PLAN 06/15/19 218006.04 Enter address here 2018 PROTOTYPE SPRINGS PROTOTYPE PLAN NORTH TRUE NORTH 1" = 50'-0"1 ELECTRICAL SITE PLAN DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DSDSDSDS DS DS DS DSDS DS 6G FFE: 942.90 6G FFE: 943.67 Z32B BLDG 8 FFE: 944.25 B20E BLDG 2 FFE: 942.50 B20E BLDG 3 FFE:942.88 B20E BLDG 4 FFE: 943.17 Z32B BLDG 7 FFE: 944.00 B20E BLDG 10 FFE: 944.00 B20E BLDG 6 FFE: 943.00 B20E BLDG 1 FFE: 940.69 B20E BLDG 11 FFE: 943.10 Z32ABLDG 9 FFE: 945.00 8GFFE: 945.008GFFE:940.00Z32A BLDG 5 FFE: 943.50 CLUBHOUSE FFE: 941.00 DOG PARK POOL 8GFFE: 943.18GFFE: 943.18GFFE: 942.5MG-PLFFE: 945.00ADADSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS148TH ST. W.HOUSE PADHOUSE PAD50' X 65'HOUSE PAD50' X 65'DS DS DS DS DS DS DS DS 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.4 0.5 0.5 0.5 0.5 0.4 0.4 0.6 0.6 0.6 0.5 0.5 0.7 0.7 0.8 0.8 0.7 0.6 0.7 0.7 0.8 0.9 0.9 0.7 0.6 0.7 0.7 0.8 0.8 0.8 0.7 0.6 0.7 0.7 0.8 0.8 0.8 0.7 0.7 0.8 0.8 0.8 0.8 0.7 0.7 0.8 0.8 0.8 0.8 0.7 0.8 0.8 0.8 0.8 0.7 0.8 1.0 1.0 0.9 0.8 0.9 1.1 1.1 0.9 0.9 0.9 1.0 1.0 0.9 0.9 0.8 0.9 0.9 0.8 0.9 0.9 0.9 0.9 0.8 0.9 0.9 0.9 0.9 0.8 0.9 0.9 0.9 0.9 0.8 0.9 0.9 1.1 1.1 0.9 0.9 0.9 1.0 1.0 0.8 0.8 0.9 0.8 0.8 0.8 1.0 0.8 0.8 0.7 1.1 0.8 0.8 0.7 1.2 0.9 0.8 0.7 0.9 0.9 0.8 1.0 1.0 1.1 1.0 1.1 1.1 1.2 1.2 1.3 01_MAIN DRIVE 0.5 0.7 0.8 0.9 0.9 1.1 1.3 1.1 0.9 0.8 0.8 0.7 0.8 0.8 0.8 1.0 1.1 0.9 0.8 0.8 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.0 1.1 1.0 0.9 0.9 0.8 0.7 0.7 0.7 0.7 0.8 0.9 0.8 0.7 0.7 0.5 0.6 0.7 0.8 0.9 1.0 1.2 1.5 1.6 1.6 1.6 1.4 1.2 0.9 0.7 0.6 0.6 0.6 0.7 0.9 0.9 0.8 0.7 0.7 0.6 0.6 0.6 0.7 0.9 1.0 1.2 1.2 1.5 1.9 2.6 2.6 2.6 2.5 1.6 1.0 0.7 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.7 0.9 1.0 1.3 1.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.9 1.0 1.3 1.6 0.4 0.4 0.3 0.3 0.3 0.4 0.4 0.5 1.0 1.1 1.5 2.0 1.0 1.1 1.6 2.4 1.1 1.1 1.7 2.4 3.9 1.3 1.2 1.7 2.6 3.1 1.5 1.1 1.0 1.5 2.1 2.9 2.2 0.8 0.8 1.2 1.7 2.5 3.4 0.7 0.8 1.0 1.5 2.1 2.1 0.7 0.9 1.1 1.5 1.5 1.4 2.0 1.8 2.4 2.0 2.0 1.8 1.9 2.1 2.5 3.4 1.5 2.1 2.9 2.6 1.5 2.6 2.9 1.5 1.8 2.6 3.9 2.4 2.8 3.1 2.5 2.3 2.1 1.6 1.6 02_PARKING 0.7 0.6 0.6 0.9 0.8 0.6 0.6 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.9 0.9 1.0 1.2 1.2 1.1 1.1 1.3 1.5 1.5 1.7 2.1 2.4 2.2 2.1 1.6 0.8 0.7 0.6 0.8 1.2 1.3 0.9 0.8 0.8 0.9 1.0 1.0 1.1 1.1 1.1 1.2 1.2 1.1 1.2 1.3 1.3 1.4 1.5 1.7 1.7 1.6 1.5 1.5 1.2 0.9 0.7 0.6 0.7 0.4 0.5 0.8 1.0 1.1 1.1 1.1 1.3 1.8 2.1 2.3 2.4 2.4 2.0 1.7 1.4 1.2 1.1 1.0 1.0 1.1 1.3 1.3 1.2 1.2 1.3 1.3 1.4 1.3 1.3 1.3 1.2 1.3 1.2 1.1 1.2 1.4 1.6 1.8 1.9 1.8 1.8 1.7 1.5 1.4 1.4 1.3 1.0 0.8 0.8 0.7 0.3 0.6 0.7 0.8 0.8 0.9 0.9 1.1 1.3 1.5 1.8 1.7 1.7 1.9 2.0 2.0 1.9 1.8 1.5 1.3 1.3 1.5 1.4 1.4 1.5 1.7 1.9 1.9 1.8 1.8 1.5 1.3 1.2 1.2 1.2 1.3 1.5 1.8 2.2 2.3 2.4 2.7 2.9 2.5 2.4 2.6 2.4 1.9 1.6 0.4 0.7 0.7 0.7 0.8 0.9 1.2 1.7 3.1 3.2 2.8 2.4 2.1 2.1 2.1 2.2 2.5 2.8 3.1 2.8 0.4 0.8 0.7 0.7 0.7 0.7 3.7 3.5 2.9 3.2 2.7 2.0 3.0 3.4 3.0 3.9 3.7 0.9 0.8 0.7 0.6 0.6 0.8 1.7 1.3 2.7 2.1 1.3 2.5 2.7 1.4 1.0 1.1 1.0 0.8 0.7 0.6 0.8 1.8 0.2 0.2 0.9 0.8 0.7 0.6 0.8 1.9 0.3 0.7 0.7 0.9 1.7 03_PARKING 0.4 0.3 0.4 0.4 0.5 0.9 0.5 0.6 0.7 1.1 0.7 0.7 0.8 1.4 0.7 0.9 1.1 1.9 3.3 2.0 1.1 0.8 1.0 1.3 2.8 3.2 2.3 1.2 0.8 0.9 1.2 2.6 1.6 2.5 2.0 1.2 0.8 0.8 1.1 2.3 3.1 2.7 1.7 1.1 0.8 0.8 2.4 2.4 1.5 0.9 0.8 0.9 1.2 1.3 1.5 1.4 0.9 0.9 1.0 1.2 1.5 0.9 1.0 1.3 1.4 0.9 0.9 1.1 1.5 1.7 1.6 1.1 0.9 1.1 2.8 2.6 1.8 1.4 1.4 1.5 2.9 2.8 1.9 1.2 1.0 1.0 1.5 2.6 2.2 1.4 0.9 0.9 1.1 1.4 3.4 2.4 1.3 0.9 0.9 1.2 1.5 3.5 2.2 1.3 0.9 0.8 1.0 1.2 0.8 0.7 0.7 0.8 0.6 04_PARKING 1.6 3.1 2.8 1.5 2.4 3.5 1.9 5.6 5.5 3.5 3.1 2.5 1.7 2.4 2.7 2.9 3.3 3.9 1.8 1.6 1.1 1.7 2.5 3.1 3.3 2.8 2.1 1.7 1.5 1.3 1.2 1.5 1.7 2.0 2.5 2.9 2.8 2.6 2.0 1.5 2.2 2.0 1.6 1.3 1.4 1.9 1.4 1.1 0.9 1.2 1.5 1.5 1.5 1.5 1.2 1.0 1.0 1.1 1.2 1.1 1.2 1.5 2.2 2.8 2.7 2.4 2.4 2.2 2.4 2.0 1.7 1.4 1.4 2.0 1.0 0.9 0.8 0.7 0.7 0.7 0.6 0.7 0.8 0.8 0.8 0.9 1.1 0.9 0.9 1.3 1.9 3.4 2.9 2.0 2.3 3.6 1.9 1.6 1.3 1.4 1.8 0.8 0.8 0.6 0.3 0.3 0.4 0.5 0.7 0.8 0.8 1.1 1.3 1.0 0.8 0.8 1.5 1.4 1.6 1.9 1.9 2.1 2.0 1.6 0.7 0.8 0.8 1.1 1.3 1.0 0.8 0.8 0.7 0.5 0.4 0.3 0.7 0.8 0.9 1.4 1.4 1.8 1.8 1.4 1.9 3.7 2.2 2.0 3.3 3.1 1.6 1.1 0.8 0.8 0.8 1.1 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.8 0.9 1.2 1.2 1.2 1.9 2.6 0.6 1.8 1.8 2.2 2.2 2.3 2.6 2.5 1.9 1.4 1.1 0.9 1.1 1.1 1.1 0.9 1.0 1.2 1.4 1.3 1.3 1.3 1.1 1.1 1.3 1.4 1.3 1.4 1.9 3.1 1.6 1.9 1.5 1.8 2.2 2.6 2.5 2.6 2.0 1.6 1.4 1.3 1.2 1.3 1.5 1.7 2.1 2.9 2.9 2.7 2.2 1.5 1.4 1.5 1.4 1.2 1.4 2.0 2.4 3.6 2.9 2.7 2.3 2.0 1.9 2.5 3.2 3.6 5.5 1.2 1.3 1.6 1.8 0.6 1.7 2.3 3.2 2.1 1.8 3.4 2.6 1.5 1.9 1.2 1.2 1.5 1.9 1.2 1.1 1.6 2.1 1.3 1.1 1.5 2.3 2.2 1.4 1.1 1.5 2.2 1.6 1.2 1.2 1.6 1.3 0.9 1.2 1.6 1.1 0.7 1.0 1.7 0.9 0.6 0.9 1.5 0.5 0.7 1.5 05_PARKING 0.6 0.7 0.7 0.9 0.8 1.0 0.7 1.1 0.7 1.2 0.7 0.5 0.9 1.3 1.1 0.5 0.9 1.6 1.6 0.5 0.9 2.3 2.3 3.5 3.2 5.3 3.4 5.1 3.0 4.4 2.8 4.6 2.6 3.6 2.9 2.4 3.1 0.7 0.8 1.8 2.4 0.7 0.9 1.3 1.6 0.8 0.9 1.0 1.0 0.9 0.9 0.9 0.7 0.6 0.4 0.4 0.6 0.8 1.2 0.7 3.1 2.6 1.7 1.0 1.1 0.9 0.7 0.6 0.4 0.5 0.6 0.7 1.1 1.7 1.2 1.8 2.5 2.1 1.7 1.0 1.0 1.0 1.1 0.9 0.7 0.4 0.8 0.7 0.7 0.7 1.1 2.1 0.5 1.4 1.5 1.3 1.1 1.1 1.2 1.0 1.0 1.2 1.2 1.0 0.9 0.9 0.9 1.5 2.7 1.3 2.6 1.5 1.0 0.9 0.8 0.8 0.9 1.1 1.1 1.0 1.0 1.0 1.2 1.4 1.7 1.6 1.2 1.1 0.9 1.1 2.2 1.1 1.7 2.5 2.0 1.5 1.1 0.9 0.7 0.7 0.7 0.8 0.8 0.9 0.9 0.9 0.9 0.9 1.1 1.6 2.4 2.5 1.4 1.1 0.9 1.0 1.5 1.1 1.3 1.6 1.2 0.9 0.8 0.7 0.7 0.7 0.8 1.0 1.1 1.1 1.1 1.1 1.1 1.0 1.1 1.5 2.3 1.5 1.0 0.9 0.9 0.9 1.1 1.0 0.8 0.7 0.7 0.6 0.6 0.7 0.9 1.2 1.8 2.0 2.0 2.1 1.7 1.7 1.1 0.9 0.9 0.9 0.7 0.8 0.9 0.9 0.8 0.8 0.7 0.7 0.7 1.0 2.2 1.3 0.9 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.8 0.9 1.1 0.9 0.8 0.7 0.8 0.9 0.9 1.0 0.9 0.8 0.8 0.7 0.7 0.7 0.9 0.8 0.7 0.9 1.1 1.1 1.1 0.9 0.8 0.7 0.7 0.7 0.9 1.0 1.2 1.4 1.1 0.9 0.7 0.7 0.7 1.1 1.5 06_PARKING 1.3 1.7 1.9 1.1 1.2 1.2 1.1 1.1 1.0 1.0 1.3 1.4 0.8 0.7 1.2 2.0 2.5 1.0 0.9 0.8 0.8 1.3 2.3 3.9 1.1 1.0 0.9 0.8 1.6 2.1 2.3 1.0 1.0 1.0 0.9 0.9 0.8 1.8 1.8 1.6 1.1 1.1 1.0 1.1 1.2 1.2 2.0 1.7 1.4 0.7 1.2 1.1 1.0 1.1 1.6 1.9 0.3 2.4 1.8 1.3 0.7 1.0 1.0 0.9 1.1 1.6 2.8 0.3 2.8 1.7 1.2 0.7 0.9 0.8 0.9 1.1 1.7 2.4 3.0 2.0 1.1 0.7 1.1 0.8 0.8 1.1 1.5 1.6 3.3 2.3 1.1 1.3 0.9 0.7 1.0 2.7 2.8 1.1 1.5 0.8 0.7 0.9 2.4 2.9 1.1 1.6 0.9 0.7 0.8 1.4 2.5 2.6 2.6 1.1 2.0 1.1 0.7 0.8 1.3 2.4 3.2 2.4 1.2 2.4 1.2 0.8 0.8 3.5 2.4 1.6 2.1 1.5 0.9 0.8 3.6 2.7 2.3 1.8 1.5 1.0 0.7 3.4 3.4 3.4 1.5 1.5 1.1 0.6 2.5 3.4 4.9 1.2 1.4 1.0 0.7 2.2 2.6 3.0 1.2 1.3 1.0 0.7 1.9 1.9 1.8 1.2 1.1 1.0 0.9 0.9 1.2 1.8 2.8 3.6 3.4 2.0 1.5 1.4 1.2 0.7 1.0 1.1 1.2 1.2 1.1 1.2 1.6 2.0 1.9 1.8 1.7 1.2 1.1 0.8 0.6 1.0 1.2 1.4 1.5 1.5 1.4 1.2 1.1 1.0 0.9 0.9 0.9 1.0 0.9 1.0 1.1 1.1 0.7 0.6 1.4 1.6 1.6 1.5 1.5 1.4 1.2 1.0 0.8 0.7 0.7 0.7 0.7 0.8 1.0 1.2 1.4 0.7 1.2 1.4 1.9 0.8 1.4 2.3 0.8 1.5 1.4 1.4 2.0 0.7 2.0 1.6 1.3 1.4 0.7 2.8 1.6 1.2 1.2 0.8 2.7 1.6 1.2 1.3 1.2 2.8 1.6 1.3 1.7 1.9 2.0 1.6 1.3 2.2 3.8 1.5 1.3 1.4 2.0 2.5 1.2 1.1 1.2 1.4 1.4 07_PARKING 0.9 0.8 0.7 0.9 1.6 0.6 0.8 0.8 0.8 0.8 1.3 0.3 0.4 0.6 0.7 0.8 1.2 0.3 0.4 0.5 0.6 0.7 1.0 1.5 2.3 3.5 2.0 1.6 3.2 2.6 1.4 0.3 0.4 0.5 0.6 3.7 3.0 2.8 2.5 2.1 1.7 2.3 2.7 2.5 3.7 0.3 0.4 0.5 0.7 0.8 0.8 0.7 0.8 1.1 1.6 2.5 2.6 3.1 3.2 3.4 3.2 3.4 3.2 3.0 2.6 2.4 1.6 1.0 2.2 2.4 1.9 1.6 1.4 1.4 1.5 1.7 2.1 2.1 1.7 3.1 2.4 1.3 2.2 3.3 1.9 4.4 0.3 0.4 0.3 0.4 0.5 0.6 0.8 0.7 0.7 0.6 0.7 0.9 1.2 1.3 1.4 1.6 2.0 1.8 1.7 1.7 1.9 1.5 1.4 1.3 1.2 0.9 0.7 0.6 0.7 0.8 1.0 1.3 1.4 1.4 1.4 1.2 1.0 0.9 0.9 1.0 1.0 1.0 1.1 1.1 1.2 1.1 1.0 1.0 0.8 0.8 1.0 3.3 3.5 2.7 2.7 2.3 1.4 2.2 2.6 2.7 3.3 3.8 2.9 4.2 3.8 2.1 1.5 1.9 3.2 4.1 3.5 2.0 0.9 0.8 0.4 0.3 0.4 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.8 0.8 0.9 1.0 1.0 1.0 0.9 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.8 0.7 0.7 0.7 0.8 0.9 1.0 1.1 1.0 0.9 0.8 0.8 0.7 0.8 0.8 0.9 1.0 1.0 0.8 0.7 0.7 0.6 0.6 0.7 0.7 0.8 0.9 1.0 1.0 2.1 2.3 2.1 1.7 1.4 1.3 1.4 1.7 2.0 2.4 2.2 2.1 2.1 2.1 1.9 1.3 1.7 2.2 2.1 2.1 1.7 0.9 0.7 0.6 0.4 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.7 0.8 1.0 1.0 0.9 0.8 0.7 0.7 0.7 0.7 0.8 0.9 1.0 0.9 0.8 0.7 0.7 0.8 0.9 1.0 0.9 0.8 0.8 0.8 0.8 1.0 0.8 0.7 0.7 0.7 0.6 0.7 0.7 0.8 1.1 1.1 1.2 1.2 1.2 1.2 1.2 1.0 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.2 1.3 1.3 1.3 1.2 0.9 1.0 1.0 0.8 0.7 0.7 0.8 0.9 1.1 1.1 1.1 1.1 1.1 1.0 0.9 1.0 1.2 1.2 1.2 1.1 1.1 0.9 0.8 0.7 0.7 0.7 0.8 0.7 0.6 0.5 0.4 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.7 0.7 0.8 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.9 0.8 0.8 0.9 1.1 1.3 1.1 0.9 0.9 0.8 1.0 1.2 1.0 0.8 0.8 0.7 0.6 0.7 0.7 0.9 1.0 0.9 0.8 0.8 0.7 0.6 0.7 0.7 0.8 0.9 1.0 1.0 0.8 0.8 0.8 0.7 0.8 0.9 0.9 1.1 1.0 0.9 0.8 0.7 0.7 0.7 0.8 0.9 1.0 1.0 0.9 0.8 0.7 0.7 0.8 0.8 0.9 1.0 1.0 0.9 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.5 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.4 0.5 0.6 0.7 0.7 0.8 1.0 1.1 0.9 0.8 0.9 0.9 0.9 0.9 0.8 1.0 1.2 0.9 0.7 1.0 1.1 0.9 0.7 0.7 0.6 0.6 0.7 0.7 0.7 0.9 0.8 0.8 0.8 0.7 0.7 0.7 0.8 0.8 0.9 0.9 0.8 0.8 0.8 0.7 0.7 0.7 0.9 0.9 0.8 0.7 0.8 0.7 0.8 0.8 0.8 0.9 0.9 0.8 0.7 0.7 0.7 0.6 0.6 0.5 0.5 0.4 0.4 0.3 0.3 0.8 0.6 0.7 0.7 0.7 0.9 1.1 1.0 0.8 0.8 0.8 0.8 0.8 0.8 0.9 1.1 1.0 0.8 0.8 0.9 0.8 0.8 0.8 1.0 1.1 0.9 0.8 0.9 0.8 0.9 0.9 0.8 1.0 1.1 0.9 0.8 0.7 0.7 0.6 0.5 0.4 0.4 0.3 0.3 0.3 08_PARKING 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.3 0.2 1.3 0.6 0.2 0.5 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.0 0.0 0.0 0.0 0.1 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.2 0.0 0.0 0.0 0.0 0.2 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.8 1.0 0.4 0.1 0.1 0.1 0.1 0.5 1.4 1.2 1.1 1.8 1.8 0.9 0.2 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.2 0.4 0.70.60.20.00.00.30.30.20.30.50.50.50.30.30.40.50.60.50.50.50.40.40.40.40.40.40.60.50.50.40.30.20.10.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Calculation Summary Label CalcType Units Avg Max Min Avg/Min 01_MAIN DRIVE Illuminance Fc 0.80 1.3 0.3 2.67 02_PARKING Illuminance Fc 1.27 3.9 0.3 4.23 03_PARKING Illuminance Fc 1.42 3.9 0.2 7.10 04_PARKING Illuminance Fc 1.39 3.5 0.3 4.63 05_PARKING Illuminance Fc 1.66 5.6 0.3 5.53 06_PARKING Illuminance Fc 1.21 5.3 0.4 3.03 07_PARKING Illuminance Fc 1.48 4.9 0.3 4.93 08_PARKING Illuminance Fc 1.08 4.4 0.3 3.60 09_PROPERTY LINE Illuminance Fc 0.18 1.8 0.0 N.A. A. REFER TO SHEET E100S FOR ALL SITE POLE, PEDESTRIAN POLE, AND BUILDING MOUNTED LIGHTING LOCATIONS AND MOUNTING HEIGHTS. B. ALL BUILDING MOUNTED LIGHTING SHOWN ON SHEET E100S IS INCLUDED IN THIS PHOTOMETRIC CALCULATION. C. THE RESULTS OF THIS STUDY ARE TO BE VIEWED ONLY AS AN INDICATION ON POSSIBLE PERFORMANCE. DUE TO VARIATIONS IN LED BOARDS, DRIVERS, MANUFACTURING , LINE VOLTAGE, AND SITE CONDITIONS, A GUARANTEED LEVEL OF PERFORMANCE IS NOT POSSIBLE AND IS NOT REPRESENTED BY THIS ANALYSIS. D. CALCULATION IS MODELED USING A LIGHT LOSS FACTOR OF 0.85 TO INDICATED MAINTIANED ILLUMINANCE VALUES. GENERAL NOTES: W134 N8675 EXECUTIVE PARKWAY MENOMONEE FALLS, WI 53051 262.502.5500 * FAX 262.502.5522 Sheet No. Project No. Sheet Title Drawing Date Revisions CONTINENTAL 000123 FUND LLC 5/26/2022 11:49:49 PME101S ELECTRICAL PHOTOMETRIC PLAN 06/15/19 218006.04 Enter address here 2018 PROTOTYPE SPRINGS PROTOTYPE 1" = 50'-0"1 PHOTOMETRIC PLAN TYPE P1, P2, P3, P4 TYPE OB, OC, OD TYPE OE TYPE OG TYPE PG, PG1 W134 N8675 EXECUTIVE PARKWAY MENOMONEE FALLS, WI 53051 262.502.5500 * FAX 262.502.5522 Sheet No. Project No. Sheet Title Drawing Date Revisions CONTINENTAL 000123 FUND LLC 5/26/2022 11:49:49 PME600S SITE LIGHTING FIXTURES 09/27/19 218006.04 Enter address here 2018 PROTOTYPE SPRINGS PROTOTYPE = SPARE = SPARE = SPARE = SPARE = SPARE = SPARE = SPARE = SPARE = SPARE = SPARE = SPARE = SPARE LIGHT FIXTURE SCHEDULE FIXTURE LIGHT SOURCE BALLASTS/DRIVERS INPUT VOLT MOUNT SURFACE FIXTURE FIXTURE SPECIFICATION AND ACCEPTABLE MANUFACTURERS OPTIONS SEE ID DESCRIPTION TYPE NO. DESCRIPTION WATTS K CRI (MIN.)TYPE CONTROL CIRCUITS WATTS TYPE DEPTH MANUFACTURER CATALOG SERIES NOTE OB 18.5"W X 10"H WALL MOUNTED LIGHT 2900 LITHONIA DSXW2-LED-20C-350-40K- TYPE 2 MEDIUM DISTRIBUTION LED - DELIVERED 25 4000 70 DR DM10 1 25 UNV S W -T2M-MVOLT-PIR-DDBXD 1,9,28,55,56 1A INTEGRAL OCC SENSOR AND PHOTOSENSOR LUMENS OC 18.5"W X 10"H WALL MOUNTED LIGHT 5100 LITHONIA DSXW2-LED-20C-700-40K- TYPE 3 MEDIUM DISTRIBUTION LED - DELIVERED 47 4000 70 DR DM10 1 47 UNV S W -T3M-MVOLT-PIR-DDBXD 1,9,28,55,56 1A INTEGRAL OCC SENSOR AND PHOTOSENSOR LUMENS OD 18.5"W X 10"H WALL MOUNTED LIGHT 2700 LITHONIA DSXW2-LED-20C-350-40K- TYPE 3 MEDIUM DISTRIBUTION LED - DELIVERED 25 4000 70 DR DM10 1 25 UNV S W -T3M-MVOLT-PIR-DDBXD 1,9,28,55,56 1A INTEGRAL OCC SENSOR AND PHOTOSENSOR LUMENS OE 13.75"W X 10"H WALL MOUNTED LIGHT 2500 LITHONIA DSXW1-LED-10C-700-40K- TYPE 4 MEDIUM DISTRIBUTION LED - DELIVERED 26 4000 70 DR DM10 1 26 UNV S W -T4M-MVOLT-PIR-DDBXD 1,9,28,55,56 1A INTEGRAL OCC SENSOR AND PHOTOSENSOR LUMENS OG NORMAL 9"W X 8"H FLOOD LIGHT 2900 LITHONIA DSXF1 LED-P1-40K-NSP-MVOLT- NARROW SPOT DISTRIBUTION LED - DELIVERED 21 4000 70 DR SW 1 21 UNV GRD GRD -*MOUNTING*-FV-DDBXD 1,9,28 1A LUMENS NOTE: SEE SPECIFICATION SECTIONS 26 50 00 FOR ADDITIONAL INFORMATION REGARDING LIGHTING FIXTURE AND INSTALLATION REQUIREMENTS. PROVIDE OPTIONS AND ACCESSORIES REFERENCED BY THE COLUMN TITLED "OPTIONS". MANUFACTURERS AS ACCEPTABLE SHALL MEET ALL REQUIREMENTS AND FEATURES INDICATED. ACCEPTABLE MANUFACTURERS MUST MEET THE PHOTOMETRIC PERFORMANCE OF THE LISTED UNIT. ABBREVIATIONS: AR = AS REQUIRED DMX = ADDRESSABLE, DIMMING <1-100% FD10 = FLUORESCENT DIMMING 10-100% OT = OTHER STN = STONE BL = BI-LEVEL SWITCHING DR = DRIVER GRD = GRADE PD = PENDANT SUSP = SUSPENDED BT = BLUETOOTH DW = DRYWALL H = HID POE = POWER OVER ETHERNET SW = SWITCHING CAB = UNDERCABINET ELV = ELECTRONIC LOW VOLTAGE DIMMING HAL = HALOGEN PL = PLASTER T = CERAMIC/GLASS TILE CL = CLEAR EM = EMERGENCY HBF = HIGH BALLAST FACTOR PS = PULSE START TW = TUNABLE WHITE LED DALI = ADDRESSABLE, DIMMING <1-100% ES = EXPOSED STRUCTURE I = INCANDESCENT R = RECESS V = VARIES DM0 = LED DIMMING 0-10V, 0 -100%ET = ELECTRONIC BALLAST LBF = LOW BALLAST FACTOR RGB = RED, GREEN, BLUE LEDS W = WALL MOUNTED DM1 = LED DIMMING 0-10V, 1 -100%F = FLUORESCENT LG = LAY-IN GRID RM = REMOTE WD = WOOD DM5 = LED DIMMING 0-10V, 5 -100% FD1 = FLUORESCENT DIMMING 1-100% MLV = MAGNETIC LOW VOLTAGE DIMMING S = SURFACE WR = WIRELESS DM10 = LED DIMMING 0-10V, 10 -100% FD5 = FLUORESCENT DIMMING 5-100% NBF = NORMAL BALLAST FACTOR SPEC = SPECIAL XFMR = TRANSFORMER DMW = DIM TO WARM LED ST = STANDARD OPTIONS: 1 = POST PAINTED FINISH 21 = FURNISH WITH AIR HANDLING CAPABILITY 41 = MATTE DIFFUSE LOW IRIDESCENT REFL.61 = FURNISH WITH UNIVERSAL ARROWS AND RED OR GREEN STENCIL FACE 2 = REGRESSED ALUMINUM DOOR FRAME 22 = FURNISH WITH WIRE GUARD 42 = FURNISH WITH SYMMETRICAL REFLECTOR 62 = FURNISH WITH FIELD ADJUSTABLE CHEVRONS 3 = FLAT STEEL DOOR FRAME 23 = FURNISH WITH ENDCAPS 43 = FURNISH WITH ASYMMETRICAL REFLECTOR 63 = FURNISH WITH MIRRORED BACKGROUND 4 = FLAT ALUMINUM DOOR FRAME - MITERED CORNERS 24 = FURNISH IN LENGTH AS SHOWN 44 = FURNISH WITH TOP AND BOTTOM LENS 64 = FURNISH WITH INTEGRAL BATTERY 5 = STAINLESS STEEL TRIM AND DOOR FRAME 25 = FURNISH WITH SOLID FRONT 45 = FURNISH WITH LOUVER 65 = FURNISH WITH INTEGRAL HIGH CAPACITY BATTERY (FOR REMOTE HEADS) 6 = FURNISH WITH SPRING LOADED LATCHES 26 = FURNISH WITH DUST COVER 46 = FURNISH WITH PERFORATED DIFFUSER 66 = FURNISH WITH SELF DIAGNOSTICS 7 = FURNISH WITH HINGED DOOR 27 = CUSTOM FINISH - SELECTION TBD 47 = FURNISH WITH EGGCRATE LOUVER 67 = FURNISH WITH AUXILIARY EMERGENCY BATTERY BALLAST/DRIVER 8 = DAMP LOCATION CONSTRUCTION 28 = STANDARD FINISH - SELECTION TBD 48 = FURNISH WITH SOFTENING LENS 68 9 = WET LOCATION CONSTRUCTION 29 = FURNISH WITH HOUSE SIDE SHIELD 49 = FURNISH WITH PRISMATIC LENS 69 10 = IP65 RATING 30 = FURNISH IN CUSTOM CONFIGURATION-REFER TO PLANS 50 = FURNISH WITH LINEAR SPREAD LENS 70 11 = IP66 RATING 31 51 = FURNISH WITH SPREAD LENS 71 = FURNISH WITH ANTI-MICROBIAL FINISH 12 = IP67 RATING 32 = FURNISH WITH POWER OVER AIRCRAFT CABLE 52 72 = CERTIFIED FOR MIL-STD461F 13 = NEMA 4X RATED 33 = FURNISH WITH CHAIN MOUNTING 53 73 = FURNISH WITH RF NOISE SUPPRESSORS (ADVANCE RIF-1) FOR EACH DRIVER 14 = IC RATING 34 = FURNISH WITH RIGID STEM MOUNTING 54 = FURNISH WITH ROCKER SWITCH 74 = FURNISH WITH ACRYLIC LENS WITH INTEGRAL RFI SHIELDING 15 = ADA COMPLIANT 35 = FURNISH WITH SWIVEL CANOPY 55 = FURNISH WITH INTEGRAL OCC. SENSOR 75 = FURNISH WITH LOW VOLTAGE CONTROL (LVC) 16 = DOUBLE GASKETED-LENS TO TRIM TO CEILING 36 = FURNISH WITH ADJUSTABLE AIRCRAFT CABLE MOUNTING 56 = FURNISH WITH INTEGRAL DAYLIGHT SENSOR 76 17 = TRIPLE GASKETED-LENS TO DOOR TO HOUSING TO CEILING 37 = FURNISH WITH ADJUSTABLE MOUNTING HARDWARE 57 = FURNISH WITH INTEGRAL PHOTOCELL 77 18 = FURNISH WITH TAMPER RESISTANT HARDWARE 38 = FURNISH WITH MANUFACTURER'S CUSTOM JUNCTION BOX 58 = FURNISH WITH REMOTE DRIVER 78 19 = AIR TIGHT 39 = FURNISH WITH RECESSED SLOPE ADAPTER 59 = FURNISH WITH CURRENT LIMITING DEVICE 79 20 40 = FURNISH WITH CORD MOUNTING 60 = FURNISH QUANTITY OF DRIVERS AS REQUIRED 80 GENERAL NOTES: 1. VERIFY CEILING T-BAR WIDTH (I.E. 9/16", 15/16", 1.5") WITH THE ARCHITECT/INTERIORS SPECIFICATION PRIOR TO ORDERING LAY-IN FIXTURES. 2. IN ALL INSULATED OR FIRE RATED CEILINGS, THE EC SHALL BE RESPONSIBLE FOR THE PROPER TENTING (OR FIRE BOXING) OF THE RECESSED FIXTURES. FOR PREFAB PRODUCTS REFER TO TENMAT OR SPECIALTY PRODUCTS AND INSULATION. 3. VERIFY DIMMING BALLAST / DRIVER COMPATIBILITY WITH DIMMING CONTROL. 4. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT LOCATION AND MOUNTING HEIGHT. 5. TO MEET SPECIFIED DELIVERED LUMEN PACKAGE PROVIDE PROGRAMMED DRIVER AS REQUIRED. 6. FIXTURE PERFORMANCE TOLERANCES: CCT +/- 200 DEGREES; DELIVERED LUMENS +/- 5%; ENERGY CONSUMPTION +/- 5%; BEAM SPREAD DISTRIBUTION +/- 5 DEGREES AND AS OUTLINED IN 26 50 00. 7. IF SUBMITTING A FIXTURE FOR APPROVAL AS AN EQUAL, PROVIDE CUT SHEET AND IES PHOTOMETRIC FILE PRIOR TO BIDDING. A WORKING SAMPLE OF THE FIXTURE IS REQUIRED FOR APPROVAL BY THE A/E. LIGHT FIXTURE SCHEDULE NOTES: 1.MANUFACTURERS, PRODUCTS, AND DESCRIPTIONS LISTED IN THE LIGHTING FIXTURE SCHEDULE ARE THE BASIS OF DESIGN SPECIFICATION FOR EACH FIXTURE TYPE. EQUAL PRODUCTS WILL BE ENTERTAINED UNLESS OTHERWISE NOTED. ALL PROPOSED EQUAL PRODUCTS ARE REQUIRED TO MEET OR EXCEED ALL OF THE SPECIFICATION REQUIREMENTS LISTED IN THE LIGHTING FIXTURE SCHEDULE INCLUDING BUT NOT LIMITED TO: PRODUCT GRADE, LIGHT SOURCE TECHNOLOGY, CONTROL TECHNOLOGY, OPTICAL PERFORMANCE (DELIVERED LUMENS OR CBCP), DISTRIBUTION, FIXTURE ACCESSORIES, CONSTRUCTION, DIMENSIONS, MOUNTING, FINISH, ENERGY PERFORMANCE, AND LISTINGS/RATINGS. THE SPECIFIER HAS EVALUATED ALL OF THE MANUFACTURERS LISTED BELOW AND CONSIDERS THESE MANUFACTURERS TO BE OF A QUALITY THAT MEET GENERAL SPECIFICATION REQUIREMENTS FOR THE CATEGORY OF PRODUCT UNDER WHICH THEY ARE LISTED. ALTHOUGH MANUFACTURERS ARE LISTED BELOW IT DOES NOT ENSURE THAT THEY HAVE PRODUCTS THAT MEET ALL OF THE SPECIFICATION REQUIREMENTS FOR EACH FIXTURE TYPE. IT MEANS THAT THESE MANUFACTURERS HAVE ALREADY BEEN EVALUATED AND HAVE PRODUCTS THAT SHALL BE REVIEWED FOR APPLICABILITY AS EQUALS. MANUFACTURERS THAT ARE NOT LISTED BELOW WILL REQUIRE A WORKING SAMPLE FOR SPECIFIER TO REVIEW IN ORDER TO BE EVALUATED FOR APPLICABILITY. THE BURDEN OF MEETING THE BASIS OF DESIGN SPECIFICATION IS ON THE DISTRIBUTOR QUOTING THE PROJECT. DETERMINATION OF EQUIVALENCY IS THE RESPONSIBILITY OF THE SPECIFIER. EVEN IF A PROPOSED EQUAL PRODUCT IS FROM ONE OF THE MANUFACTURERS LISTED BELOW, IF IT DOES NOT MEET THE BASIS OF DESIGN SPECIFICATION REQUIREMENTS THEN IT WILL BE REJECTED. THERE SHALL BE NO ADDITIONAL COST ASSOCIATED WITH REJECTION OF A FIXTURE NOT DEEMED EQUIVALENT BY THE SPECIFIER. A. COMMERCIAL GRADE EXTERIOR: BEACON, DURAGUARD, FC, LIGMAN, LUMARK, PHILIPS STONCO, OPTEC, RAB, SLG LIGHTING, VISIONAIRE KEYED NOTES - 1. DIRECT BURIAL POLE. 2. HAND HOLE. CENTER OF HANDHOLE TO BE 18" ABOVE FINISHED GRADE. 3. BUSHED OPENING FOR UF CABLE ENTRANCE. 4. TYPE UF CABLE FROM BRANCH PANEL TO LIGHT POLE, 2'-6" BURIAL DEPTH. 5. BACK FILL WITH CONCRETE WITH AT LEAST A 4000 PSI RATING AND 3/4" AGGREGATE. 6. FINISHED GRADE. 7. REFER TO TABLE FOR BURIAL DIMENSIONS. 8. REFER TO TABLE FOR FIXTURE MOUNTING HEIGHT. 9. ANTI-ROTATIONAL DEVICE. AFG POLE HEIGHT 15' 25' 3" MIN 2'-0" A BURIAL DIMENSION "A" 6' 9' 3" MIN 4 5 3 7 6 2 1 # B8 9 W134 N8675 EXECUTIVE PARKWAY MENOMONEE FALLS, WI 53051 262.502.5500 * FAX 262.502.5522 Sheet No. Project No. Sheet Title Drawing Date Revisions CONTINENTAL 000123 FUND LLC 5/26/2022 11:49:49 PME601S SITE LIGHTING SCHEDULES AND DETAILS 05/26/22 218006.04 Enter address here 2018 PROTOTYPE SPRINGS PROTOTYPE NOT TO SCALE2POLE BASE DETAIL - DIRECT BURIAL Preliminary, Final Plat & Major PUD Amendment Applications SPRINGS AT ROSEMOUNT CONTINENTAL 664 Fund LLC W134N8675 EXECUTIVE PARKWAY | MENOMONEE FALLS, WI 53051 A multifamily residential development in Rosemount, MN – Amber Fields Development Outlot B May 31st, 2022 1 Contents INTRODUCTION 2 PROJECT OVERVIEW & APPLICATIONS ............................................................................................. 2 ABOUT CONTINENTAL 3 THE SPRINGS COMMUNITY VISION & ALIGNMENT WITH MUNICIPAL NEEDS 4 Adherence to Comprehensive and Amber Fields Master Plan ............................................................ 4 Economic Benefit .......................................................................................................................................... 5 SPRINGS AT ROSEMOUNT DEVELOPMENT CONCEPT & CHARACTER 5 Community Character .................................................................................................................................. 5 PROJECT GOALS & MANAGEMENT ...................................................................................................... 6 PROPOSED PUD MAJOR AMENDMENT DETIALS 7 Site Layout ...................................................................................................................................................... 7 Utilities and Parking ...................................................................................................................................... 8 Building Elevations, Color Scheme & Materials ...................................................................................... 8 Proposed Signage ....................................................................................................................................... 10 Construction Duration ................................................................................................................................. 10 SUMMARY: 10 EXHIBIT A – APPLICATIONS 11 EXHIBIT B – ESTMINATED ANNUAL SPENDING 12 EXHIBIT C – BUILDING ELEVATIONS 13 EXHIBIT D – SIGN PACKAGE 14 2 INTRODUCTION PROJECT OVERVIEW & APPLICATIONS Continental 664 Fund LLC (“Continental Properties”) proposes to develop a 268-home multifamily community, known as Springs at Rosemount, on approximately 14.98 acres located to the east of Akron Avenue and south of 145TH St. (the “Property”) in Rosemount, MN. The Property is a part of the master development plan for Amber Fields, and will be in the area on the Master Preliminary Plat as Outlot B. The Springs at Rosemount will add substantial value not only to the community, but to the city of Rosemount and future residents. Applications for subdivision Preliminary and Final Plats along with a Major PUD amendment is enclosed as Exhibit A in this project. Continental’s proposed gated apartment community includes 268 homes within 11 residential buildings, which will be enclosed and secured by a perimeter fence and automatic vehicular gates at the community entry. Buildings will feature private, ground-level entrances to each two-story home and limited common stairways in each of the three-story homes. Residents have a choice between attached, direct-access garages, detached garages, or ample surface parking to best fit their needs. There will be a variety of home types including 26 studio homes, 118 One-bedroom, 98 Two-bedroom, and 26 Three-bedroom homes, as detailed in the table inset at right. The Springs at Rosemount will include both 2-story buildings and 3-story apartment buildings. The style will be stacked flats. The building layouts provide an intensity transition along 145th street from East to West as intended on the master plan. Our proposal has the less density intensive 2 story buildings located on the west side of the site, while the four 3-story building are located on the east side provide a transition from the future adjacent 4-story high density residential area. Type # % Studio 26 10 1-Bedroom 118 44 2-Bedroom 98 37 3-Bedroom 26 10 3 ABOUT CONTINENTAL Continental Properties’ portfolio currently includes over 85 Communities across 19 states. Continental owns and operates all of our multifamily communities to ensure the on-site Property Management is first-class. To date, Continental has developed more than 25,000 homes, including 7 communities in Minnesota alone, the most recent of which are currently under construction in Oakdale, MN. Continental’s multi-family development emphasizes the use of suburban modern multifamily communities on the best sites, in the strongest sub-markets within markets with excellent supply and demand characteristics. Continental’s portfolio of projects reflects that in its various communities throughout the US, Multifamily Executive ranked Continental among the Top 10 Division III (10,000- 19,999 units) management companies. 4 THE SPRINGS COMMUNITY VISION & ALIGNMENT WITH MUNICIPAL NEEDS Adherence to Comprehensive and Amber Fields Master Plan The Springs at Rosemount will contribute and reinforce the Rosemount Housing Goals and Policies as described in Chapter 4 of the 2040 Comprehensive Plan. The proposed development brings great value to the surrounding community. Throughout the Community, homes provide modern exterior and interior spaces and finishes and will be in line with the overall Amber Fields Mater Development. The comprehensive plan identifies that housing demand will be significantly driven by the need to provide housing for a population growth and the need to provide a variety of housing options for a diverse population as “Housing Needs”. The Springs at Rosemount brings a range of new housing options that specifically fulfils that need for current and future residents. With studios to three- bedroom units, the range of demographics served by the proposed community will attract young professionals, provide newer opportunities to current City residents, and will allow for the community’s residents to age in place. Furthermore, as outlined in the enclosed “Rosemount Housing Market Trends” document, the proposed PUD amendment fills the escalating gap between the increases in housing supply and the increases in housing demand, indicating a strong need for the proposed housing type. The Springs community fits well within Amber Fields Master Development Plan on Lot D as it serves as an appropriate buffer from County Road 42 and the proposed commercial to the proposed future residential uses to the south as intended. 5 Economic Benefit Apartment communities represent a significant financial investment in the local economy with short- and long-term economic benefits. Continental will have a long-term commitment and investment to both their Springs at Rosemount community and the city. The total project cost and investment is estimated at about $30 million, and the addition of 268-homes will help to bolster local property tax revenue. It also supports around 390 construction employees for the span of construction (approximately 18-months) which produces a considerable amount in associated wages. The Springs community provides housing opportunities that are near local businesses and retail. The Springs residents spending power will help support local businesses and retailers, fostering future economic and employment growth. Exhibit B shows the estimated Annual Spending by Springs at Rosemount residents. This table shows the spending breakdown that results in total annual spending by Springs households to be estimated to be around $18,400,000. The opportunity for a Springs community at the site’s unique location provides needed housing near the downtown business district. Convenient access to the greater Minneapolis area and surrounding suburbs with access to the ample transportation options will provide new housing in an area that has shown the need for additional quality housing. The proximity to the future adjacent Retail and the downtown commercial areas will see a bolstered customer base and more convenient housing availability. SPRINGS AT ROSEMOUNT DEVELOPMENT CONCEPT & CHARACTER Community Character The Springs community will provide quality housing options that encourage community interaction within the Springs development along with the natural and surrounding amenities. Several tenant amenities are included within the Springs community. Connectivity among buildings and tenant amenities is provided through an internal sidewalk network. Among the facilities are a 4,340 square foot clubhouse, car care area, pet wash station, a fenced pet playground, picnic areas, and storage lockers. Beyond resident amenities and high-quality finishes (both interior and exterior) open space, landscaping, a courtyard approach to building layout provides pedestrian connectivity throughout the site to promote further neighbor interaction. Connectivity to the surrounding Rosemount community will be incorporated into the Springs community by providing access to the public trail that moves through the overall Amber Fields Master Development and the sidewalk along 148th Street. The clubhouse is open 7 days a week and includes a large gathering room which can be rented by residents for private events, 24-hour fitness center, kitchen area, coffee bar, and office space for Continental’s on-site property management team. A pool and sun deck for the residents are provided behind the clubhouse along with an outdoor grilling area. The fitness room features a large garage-style door which may be opened during warmer months for an open-air workout area. The clubhouse and pool area are served by wireless internet service. The Springs community will also include concierge trash pick-up and a centralized trash compacter. Residents will place their trash outside of their entryways and our on-site management team will pick it up and take to our 6 trash compacter located in a centralized area of the site. In addition to community amenities, residents can choose to have one of several unit amenities that are available to them. All units will have an upgrade signature package which includes granite countertops and stainless-steel appliances. Other upgrades available are beverage islands (wine fridges in kitchen), smart homes (doorbell cameras, smart thermostats, etc.) and stand-up showers which are all separate, additional upgrade option. Our Springs communities’ pride themselves in offering several pet friendly amenities including a pet wash station, enclosed yards for several of our ground level units, and two fenced pet playgrounds available for every resident of the Springs. Beyond the mentioned Springs amenities, the unique site location creates great connectivity to the overall Amber Fields Master Development planned parks and trails. Continental respectfully requests the City’s consideration of this development with specifications as demonstrated in the accompanying information and drawings. Continental strives to live by a specific culture and pledge. “Better than anywhere else and better than we have ever done it before” is, among many things, a demand for us to create communities that strive to create the best quality construction, amenities, and the best quality of living for our residents The subject property is currently undeveloped/vacant. The proposed community will provide value to the city by way of increased revenue, increased sense of community, and assisting the city in providing the homes needed to support their population growth goals. The 268-homes, and approximately 484 residents who will live here, will account for additional water and sewer revenue, additional property tax revenue, and additional retail and commercial income for surrounding uses (as demonstrated in the enclosed resident spending analysis) PROJECT GOALS & MANAGEMENT Springs at Rosemount has an overall goal of providing the area with a high quality, community- based lifestyle. Our site plan and overall development aims to reinforce the Rosemount Housing Goals and its Core Strategies. Our garden style apartment approach to multi-family living is unique compared to most developers and it something that Rosemount currently lacks. Each one of our communities are built and operated by our own in -house Springs Management Team. Each Springs community strives to reach outside of our own communities and make a positive impact within the amazing municipalities we are honored to belong to and serve. Continental has the belief that being involved in our local communities is key for a happy, healthy, enhanced quality of life. Springs Cares, Neighbors on Purpose® is a program designed to achieve this by promoting charitable giving to non-profit organizations. Each Springs teams have chosen a charitable cause to support within their community. Along with our residents and help from local sponsors, the team will host a variety of events that benefit deserving local charities. At Continental, we have a mission statement: We are a diverse group of professionals sharing an uncompromising commitment to the highest standards of ethics and integrity in all of our dealings 7 and in our respect for others- our coworkers, our vendors, and most importantly our residents. We are committed to providing unparalleled value to our residents by performing our work better than it is performed anywhere else and better than we have ever done it before. We accomplish our objectives through an eagerness to embrace change and an unwavering dedication to teamwork, fair dealing, superior thinking, economy, and hard work. We are committed to creating opportunities for others by serving as a magnet for the best and the brightest who share our values while offering new perspectives and creativity and creatively generated from diverse experiences and interests. Continental looks to reinforce that as we proceed with Springs at Rosemount through our property management Team that will continue our commitment to all community members through our Springs 5 star Standard with and our Springs Pledge for outstanding customer service. Each one of our communities stands by the following Pledge which is posted in each community clubhouse. PROPOSED PUD MAJOR AMENDMENT DETIALS Site Layout Due to concerns related to the adjacent western detention area located in Outlot A, the Springs of Rosemount shifted the project eastward away from the eastern sensitive pond slope and minimized fill with the Met Council Sanitary Easement. This required the Springs to alter its original building mix retaining a two-story garden style on the west side of the site and a three story walk up building style on the east side of the site. This will provide for an intensity transition which was already intended in the original Amber Fields Master Plan along 148th street from Commercial to the East and a step down in development intensity as you move west toward the existing Met Council building in Outlot A. The submittal has a complete set of Civil Engineering drawings including site, grading, lighting and landscaping details. The community will be accessible via connections along two points of 148th Street with a main access off of Akron Avenue. The courtyard design creates exterior community gathering places that will allow resident to enjoy the natural surroundings of Rosemount. We have grouped buildings together as much as possible to create mini communities with the greater Springs gated community. We have found that have building together fosters a greater sense of place and encourages cohorts from different age groups (Empty Nesters, young families, young professionals) to gather and participate in events like walks, pool events, outdoor grilling and pet get togethers. The Springs site will also have a trail connection to connect Springs residents to the Amber Fields proposed robust trail system. The community will be fenced and gated with decorative 5’ fencing. An example is included Exhibit C Architectural Details. 8 Utilities and Parking As per our initial submittal, public water and sanitary services will be connected to the site via the new proposed 148th Street W Road per the Amber Fields Master Plans and will be in public distribution system to each individual building. Dry utilities for electric and gas would be connected through relatively the same location. Stormwater conveyance and release will be managed through curb, gutter, and on-site storm sewer conveyed to stormwater basins identified in the Amber Fields Master Plans. Each two-story building has eight (8) attached garages while our 32A three story building has 9 attached garages and our 32B three story building has 7 attached garages. and will also provide 52 detached garages giving residents additional parking options. In the Metro Minneapolis market, our Springs properties average 50% garage to home ratio. Continental projects a little greater need within this community, as our covered ratio per home here is 53% Per Rosemount City code, the Springs parking required would be 2 space per unit or 536 parking stalls. Continental is proposing a total of 547 stalls both covered, uncovered and apron parking at this development, which is above the city code. Building Elevations, Color Scheme & Materials The Springs community is comprised of eleven residential buildings containing studio, 1-, 2-, and 3-bedroom homes. The architectural style matches both the character and scale of the nearby residential communities. No building exceeds three stories, and all principal and clubhouse buildings include horizontal and vertical articulation by way of varying façade faces at each unit and varying roof geometries along the building’s massing. The proposed buildings offer a unique layout in the Multifamily sector, providing direct access to each 1st floor home, and secure stairwells for second level homes. Each unit is provided with a covered entry, adding additional articulation and a sense of human scale to the community. Each home, ranging from Efficiency to 3-Bedrooms offers a high percentage of glazing to promote an abundance of natural lighting, which creates opportunities to optimize passive solar heating and cooling systems. Coupled with high-quality roofing materials, and vertically orientated siding, the glazing and articulation help the community blend seamlessly into its surrounding context. All ancillary structures, including the community clubhouse, are designed with the same quality and design language as described above. To enhance the sense of place that this community will provide, several amenities are included within the site. Among the facilities is a Community Clubhouse which includes a community gathering room, 24-hour fitness center, kitchen, coffee bar, and resort style pool. The gathering room and coffee/kitchen area are serviced by complementary wireless internet service to accommodate residents in search of work from home opportunities. During warm months, the garage-style door in the fitness center can be opened to the pool deck for an open-air workout experience. The pool deck includes ample patio furniture with a lounge space, grilling area, and shaded seating, which rounds out this portion of the site as the community hub and social catalyst. Beyond the varying resident amenities, high quality finishes (both interior and exterior), open space, landscaping, and a courtyard approach to community layout, connectivity is provided throughout 9 the site to promote further neighbor interaction. All the residential buildings and amenities disbursed throughout the community are accessible via a vehicular and pedestrian transportation network, designed specifically to provide ease of access and safety to residents. Residents are provided with a mixture of both detached garages and ample surface parking to best fit their desires. Two Story - B20E Building: The Springs B20E building is a two-story, 32’ high building comprised of 20 homes. Direct, ground-level, private access is provided to all homes in this building type—everyone has a front door. This unique design brings product differentiation to the greater area and community by offering a garden style stacked flat living opportunity. Each building type home mix 10% studio, 40% 1-bedroom, 40% 2-bedroom, and 10% 3-bedroom. Three Story - Z32A and Z32B Buildings The Springs Z32A and Z32B buildings are 3-story 45’ high buildings comprised of 32 total homes each as shown in Exhibit C. All homes are stacked flat type and accessible via 3 large, enclosed staircase pods at the middle and ends along the garage side of the buildings. The design allows for a maximized private entry approach because we elimination long hallways through the buildings. This building type offers more of a “traditional” style apartment rental option to prospective renters. Each building has a general unit mix of this building is 10% studio, 44% 1- bedroom, 37% 2-bedroom, and 10% 3-bedroom. Clubhouse: The centrally located, 4,340 square foot clubhouse includes many of the same materials as the residential buildings creating a cohesive design throughout the community. This clubhouse was designed to provided community members with many attractive on-site amenities, including a large gathering room, 24-hour fitness center, kitchen, coffee bar, and office space. The pool deck extends from the rear of the club and includes a 1,680 square foot resort-style pool. Ancillary Buildings: All ancillary buildings will feature the same quality, durable materials, as noted above and are included in Exhibit C. Floor Area of Homes Apartment seekers' proprieties are focused on living in a walkable, safe, and vibrant community with numerous amenities and nearby restaurants and shops. The Springs Community will have a variety of home types (Studio – 3-Bedroom) at the following square footage ranges. Home Type Home size (SF) Studio 630-662 1-Bedroom 779-910 2-Bedroom 1091-1212 3-Bedroom 1263-1384 10 Proposed Signage Signage will be provided at the main entrance, to create a clear sense of entry. Exhibit D shows exterior sign package proposed with the community. The monument sign at the entrance is an internally lit halo sign and has a reader board included. You will also find the details of our clubhouse signage within the tower element of the building that will be located on the left, right and front sides as shown in the exhibit. Construction Duration The Property will be constructed in a single phase but will be sequenced. The entire site will be graded, and utilities will be completed first, then buildings will be constructed sequentially so that pre-leasing activities can occur in a leasing trailer 3 months prior to the clubhouse opening and 1st building occupancy. Buildings will then be completed for occupancy approximately every 4 weeks thereafter. The total construction time is projected to take 18 to 24 months starting in Fall 2022 and ending in Spring of 2024. SUMMARY: We much appreciate the opportunity to become a part of the Amber Fields and greater Rosemount Community and look forward to working with all municipal stakeholders on this development. With the continued growth of this submarket, we expect that this community will help meet the demand for rental housing and will also serve as a core component of the residential living environment within the larger Rosemount area. If you have any questions, please feel free to reach me directly at 262-532-9343. Thank you, Eric Thom Senior Development Director Continental 664 Fund LLC By: Continental Properties Company Inc, its manager. B20E- FIRST FLOOR SCALE: 1/16” = 1’ Copyright © 2022 Kahler Slater, Inc. All rights reserved.SPRINGS AT ROSEMOUNTASK | 04/07/2022REALISTIC ELEVATIONSCONTINENTAL PROPERTIES1/8" = 1'-0"1FRONT ELEVATION1/8" = 1'-0"2RIGHT ELEVATION1/8" = 1'-0"3LEFT ELEVATION1/8" = 1'-0"4REAR ELEVATION UPUP UP A200Z 1 A201Z 2 29' - 6"2' - 9" 3' - 4" 3' - 4" 2' - 11" 8' - 4 1/2" 2' - 11" 8' - 6 1/2" 8' - 0"1' - 2"16' - 0"1' - 2"4' - 5" 2' - 11" 13' - 10" 2' - 11" 4' - 5" 2' - 6" 3' - 4"99' - 3"5' - 3" 2' - 11" 5' - 0" 4' - 8" 2' - 11" 20' - 10" 2' - 11" 4' - 8"29' - 9"2' - 8" 4' - 6" 4' - 6" 6' - 0" 2' - 11" 2' - 2" 7' - 0" 2' - 11" 7' - 0" UNIT 3GZ 107 UNIT 1EZ 110 UNIT 1DZ 108 UNIT 1EZ 109 UNIT 2DZ 111 UNIT 1DZ 112 1 A303Z 1 A303Z 1 A304Z 1 A304Z 1 A302Z 1 A302Z 1 A312Z 1 A311Z 2 A311Z 1 A300Z 1 A301Z 01 01 01T 0101 01 01 01 01T 003 A201Z140' - 0 1/2"28' - 4 1/2"27' - 1"27' - 1"27' - 1"37' - 3"35' - 10 1/2" 27' - 2 1/2"27' - 1"27' - 1"27' - 1"37' - 3"35' - 10 1/2" 1' - 2"8' - 0" 13' - 9" 1' - 2" 12' - 7" 03T 3 A312Z 2 A312Z B.3B.3 P12 P12 P12 P12 P12 P12 B.4 B.4 UNIT 2GZ 102 UNIT 1DZ 105 0101 0030011' - 2"7' - 4"15' - 3" 1' - 2" 001 001 0011' - 2"001001 001 01 01 01 01 01T 003 01T 8' - 5"1' - 2"1' - 2"15' - 3"1' - 2"1' - 2" 8' - 0"18' - 4"28' - 6"105' - 1"13' - 2"36' - 0" 182' - 9"8' - 6"16' - 5"6' - 1"7' - 7"5' - 6"17' - 7"16' - 11"22' - 9"29' - 9"39' - 9 1/2"9' - 2"EXIT ENCLOSUREEXIT ENCLOSUREEXIT ENCLOSURE28' - 4 1/2"27' - 1"27' - 1"27' - 1"37' - 3"35' - 10 1/2"39' - 9 1/2"29' - 7 1/2"13' - 11" 13' - 5" 8' - 5"37' - 1"8' - 5"8' - 5" 13' - 5" 13' - 11"29' - 7 1/2"40' - 0 1/2"9' - 2" 9' - 7" 001 7' - 0" 17' - 6"29' - 6"40' - 2"2' - 4 1/4" A406Z 1 SHUTTER WINDOW 1 SHUTTER WINDOW 1 69' - 5"001 001 P12 08A08A P12 1' - 2"017 A406Z 1 B.1 B.2 B.2 B.2 B.4 B.4 B.4 A406Z 4 B.12 01T 1 B.4 B.4 1' - 2"1' - 2" 13' - 11" 1' - 2" 16' - 3" 17' - 9 1/2"1/4" / 12"P12 P12 P12 P12 P12 1' - 2" 15' - 4 3/4" 1' - 2 3/4" 1' - 2" 13' - 11" 1' - 2"16' - 3"1' - 2"1' - 2"1' - 2" 13' - 11" 1' - 2"16' - 3"1' - 2"7' - 4"1' - 2"8' - 6"01T 003 01T 01 B.2 B.2 B.2 B.2 B.2 A210Z 1 A211Z 2 A230Z 1 A231Z 2 A240Z 1 A241Z 2 A242Z 7' - 7"7' - 7"7' - 7" 181' - 7"69' - 8"STORAGESTORAGESTORAGESTORAGESTORAGESTORAGEGARAGE A GARAGE B GARAGE C GARAGE 1DZ FLOATER GARAGE GARAGE 2GZ GARAGE D 2' - 5 1/4" 2' - 11" 3' - 4" 3' - 4" 1' - 10 3/4" 5' - 3" 2' - 11" 5' - 3" 3' - 1 1/2" 5' - 3 1/2" 11' - 10" 13' - 4" 11' - 11" 3' - 1 1/2" 5' - 3 1/2" 6' - 1 1/2" 6' - 10" 7' - 2 1/4" 7' - 2 1/4" 5' - 9 1/2" 5' - 5" 6' - 6 1/2" 12' - 8 1/2" 6' - 9 1/2" 3' - 1 1/2" 5' - 3 1/2" 5' - 3" 2' - 11" 5' - 3" 1' - 10 3/4" 3' - 4" 3' - 4" 2' - 11" 2' - 5 1/4"020020020002002001001 018 018 018 001 001 001 018 018 018 018 01 01T 003 01T 01 01 001 001 001 01 01 01T 01 01 01 01 01 01 01T 01T 003 01 01 01T 003 01T 01 01 01 01T 003 01T GENERAL NOTES 1. 1/8" BUILDING PLANS PROVIDED AS CONTROL DRAWINGS ONLY. REFER TO 1/4" UNIT LAYOUT PLANS FOR COMPLETE DIMENSIONS AND NOTES LOCATED ON A4 SHEETS. 2. ALL GROUND FLOOR PLANS SHALL BE CONSTRUCTED PER FAIR HOUSING REQUIREMENTS & COMPLY WITH ACCESSIBILITY REQUIREMENTS. SEE UNIT PLANS & DEFINITIONS FOR COMPLIANCE. 3. CONDENSER UNIT AND PADS ARE SHOWN AS GRAPHIC REPRESENTATION OF PAD LOCATION. COORDINATE W/ MECHANICAL ENGINEER'S DRAWINGS FOR ACTUAL PAD LOCATION AND FREE AIR SPACE REQUIRED AROUND CONDENSERS. 4. REFER TO MEP DRAWINGS FOR FIRE ALARM, PULL, CONTROL PANEL, SIGNALS, BELL/HORN LOCATIONS, AND EXIT SIGNS. 5. REFER TO SHEET A600 FOR WINDOW AND DOOR SCHEDULES. 6. CONTRACTOR TO FIELD LOCATE END OF BUILDING TO RECEIVE METER BANK. LOCATE ON END OF BUILDING CLOSEST TO POWER COMPANY'S ELECTRICAL TRANSFORMER. 7. FIRE SPRINKLER & ALARM DRAWINGS TO BE PROVIDED BY CONTRACTED FIRE SPRINKLER CONTRACTOR. PROVIDE SHOP DRAWINGS FOR REVIEW PRIOR TO THE SUBMITTAL FOR APPROVAL. 8. PROVIDE 1-HOUR RATED TENANT SEPARATION PARTITION AROUND ALL UNITS AND STAIRS PER UL DESIGN SPECIFICATIONS. SEAL ALL PENETRATIONS IN WALLS TO MATCH RATINGS. 9. PROVIDE WOOD HANDRAIL AND BRACKETS AT INTERIOR STAIRS, WOOD SPECIES AND FINISH AS SELECTED BY OWNER. 10. ALL FIRST AND SECOND FLOOR PARTITIONS FOR THE APARTMENT BUILDINGS EXTEND FROM THE FLOOR TO UNDERSIDE OF THE FLOOR AND/OR ROOF ASSEMBLY AT 9'-1' 1/8" UNLESS OTHERWISE NOTED. LEGEND BUILDING TYPE (#'-#") MECHANICAL EXHAUST VENT BEARING WALL CENTERLINE TO CENTERLINE CENTERLINE OF TENANT SEPARATION WALLS DOWNSPOUT LOCATION TIE INTO STORM SEWER -REFER TO CIVIL DS 1DZSZ1DZ2GZCORR.1DZ2DZ1DZ2GZ3GZ1EZ1EZCORR.SZCORR.GARAGES GARAGES W134 N8675 EXECUTIVE PARKWAY MENOMONEE FALLS, WI 53051 262.502.5500 * FAX 262.502.5522 Sheet No. Project No. Sheet Title Drawing Date Revisions CONTINENTAL 664 FUND LLC 111 West Wisconsin Avenue, Milwaukee, Wisconsin 53203 Telephone 414.272.2000 Fax 414.272.2001 3/21/2022 4:25:24 PM A110Z FIRST FLOOR PLAN - LEFT 12/10/2021 M40068.01 Enter address here Z36B APARTMENT BUILDING 2021 PROTOTYPE SPRINGS AT ROSEMOUNT Copyright © 2022 Kahler Slater, Inc. All rights reserved. 1/8" = 1'-0"1 FIRST FLOOR PLAN - LEFT - OPTION A TOTAL 12 12 12 32745 36 1 36 UNIT 3GZ 1 1 1 1263 3 1 3 UNIT 2GZ 2 2 2 1125 6 1 6 UNIT 2DZ 1 1 1 1140 3 1 3 UNIT 1DZ 4 4 4 848 12 1 12 UNIT 1EZ 2 2 2 805 6 1 6 UNIT SZ 2 2 2 630 6 1 6 UNIT TYPE MATRIX 1ST FLR 2ND FLR 3RD FLR UNIT SF/ UNIT TOTAL/ BLDG NO. OF BLDGS UNIT TOTAL 0 42 8 16 SCALE: 1/8" = 1' - 0"NORTH NOTE: NORTH ARROW ORIENTATION VARIES AT EACH BUILDING, SEE A100S KEYNOTES B.1 SPRINKLER RISER ROOM. INTERIOR TO BE PAINTED PT 1 WITH A SMOOTH FINISH. DOORS TO HAVE INTERIOR CASING. CLEAN AND SEAL CONCRETE FLOOR SLAB. COORDINATE LOCATION OF EQUIPMENT WITH MEP DRAWINGS B.2 COORDINATE FLOOR AND ROOF TRUSS LOCATIONS ABOVE WITH MECHANICAL EQUIPMENT LOCATIONS B.3 CONDENSER LINESET RACEWAY - MAINTAIN CLEARANCE FOR INSULATION, COORDINATE & SUPERVISE NAILING IN THIS LOCATION B.4 BROOM FINISHED CONCRETE "AIR-ENTRAINED" PATIO. PATIO ELEVATION TO BE 1/2" BELOW BUILDING FFE, FEATHER SLAB TO THRESHOLD AT EACH ENTRY. SLOPE AWAY FROM BUILDING AT 1/4" PER FOOT MAX B.12 BROOM FINISHED CONCRETE WITH CONCRETE SEALER OPTION CODE:0703 ENCLOSED YARDS OPTION CODE:0708 STAND UP SHOWER: ROLL IN, FIBERGLASS WALLS, ADA DN UP DN UPUP DN A200Z 1 A202Z 1 A201Z 2 1 A303Z 1 A303Z 1 A304Z 1 A304Z 1 A302Z 1 A302Z 1 A312Z 1 A311Z 2 A311Z 1 A300Z 1 A300Z UNIT 3GZ 207 UNIT 2GZ 208 UNIT 1EZ 209 UNIT 1EZ 210 UNIT 2DZ 211 UNIT 1DZ 212 UNIT SZ 202 CORRIDORUNIT 2GZ 204 UNIT 1DZ 206 BALCONY BALCONY BALCONYBALCONY BALCONY A201Z1 B.5 3 A312Z 2 A312Z 27' - 1"27' - 1"27' - 1"37' - 3" A410Z A431Z UNIT 1DZ 113 UNIT 1DZ 114UNIT SZ 115CORRIDOR CORRIDORBALCONY B.5 BALCONYB.5 BALCONY BALCONY B.5 BALCONY B.5 B.5 6"16' - 0"6"8' - 0" 15' - 3"6"6"8' - 5"6"6"15' - 3"6"28' - 6"36' - 0" 182' - 9" 5' - 6"16' - 3"16' - 11"22' - 9"29' - 9"4' - 4"8' - 0"8' - 6" 28' - 4 1/2"27' - 1"27' - 1"27' - 1"37' - 3"35' - 10 1/2"40' - 0 1/2"8' - 0"8' - 6 1/2"2' - 11"8' - 4 1/2"2' - 11"3' - 4"3' - 4"40' - 2"2' - 11"42' - 7"2' - 11" 18' - 0 3/4" 3' - 4" 3' - 4" 2' - 11" 6' - 0 1/4" 2' - 11" 5' - 2"28' - 4" 2' - 11"7' - 0"2' - 11"7' - 0"2' - 2"2' - 11"6' - 0"4' - 6"4' - 6"2' - 8"29' - 9"4' - 5" 2' - 11" 13' - 10" 2' - 11" 4' - 5" 2' - 6" 6' - 8" 2' - 11"2' - 11" 5' - 0" 4' - 8" 2' - 11" 20' - 10" 2' - 11" 4' - 8"69' - 5" A406Z 2 01 0101010101 01 01 01T 003 01T 01 01 01010101 0101 01T 0030101T 0101 01 01 01 01T 003 03T 01T SHUTTER WINDOW 1 SHUTTER WINDOW 1 001 001 001 001001001 001 001 001 001 001 001 ROOF ASSEMBLY 01B ROOF ASSEMBLY 01B ROOF ASSEMBLY 01B ROOF ASSEMBLY 01B 8' - 11" 6" 8' - 11"4' - 4"17' - 0"6" 8' - 0" 15' - 9"6"8"6" B.2 B.2 B.2 B.2B.2 8' - 0" 17' - 0"3' - 0"3' - 0"3' - 0" A406Z 5 MIRRORED A406Z 2 08A08A B.12 B.12 08A08A B.12 B.2 1 6 A431Z 4 A432Z 4 16' - 9 1/2" 8" 13' - 11" 8" 15' - 3"8"8' - 0"8' - 0"15' - 3" 15' - 3" 01T 00301T 01 B.5 BALCONY 8" 15' - 4 3/4" 8 3/4" 6" 13' - 11" 6" 14' - 11"6"6"6"6" 13' - 11" 6" 14' - 11"7' - 4"6"7' - 10"01T 01T 01 003 A501 6 B.2 B.2 B.2B.2 B.2 A210Z 1 A211Z 2 A212Z 1 A230Z 1 A231Z 2 A232Z 1 A240Z 1 A241Z 2 A242Z 1 A242Z2 A242Z 3 A242Z4 A242Z 5 A242Z6 A242Z 7 A242Z 8 A242Z 9 A240Z 2 A240Z 3 A240Z4 A240Z 5 A240Z6 A240Z7 A240Z 8 A240Z9 A241Z 6 A241Z 7 A241Z 3 A241Z4 A241Z 5 GENERAL NOTES 1. 1/8" BUILDING PLANS PROVIDED AS CONTROL DRAWINGS ONLY. REFER TO 1/4" UNIT LAYOUT PLANS FOR COMPLETE DIMENSIONS AND NOTES LOCATED ON A4 SHEETS. 2. ALL GROUND FLOOR PLANS SHALL BE CONSTRUCTED PER FAIR HOUSING REQUIREMENTS & COMPLY WITH ACCESSIBILITY REQUIREMENTS. SEE UNIT PLANS & DEFINITIONS FOR COMPLIANCE. 3. CONDENSER UNIT AND PADS ARE SHOWN AS GRAPHIC REPRESENTATION OF PAD LOCATION. COORDINATE W/ MECHANICAL ENGINEER'S DRAWINGS FOR ACTUAL PAD LOCATION AND FREE AIR SPACE REQUIRED AROUND CONDENSERS. 4. REFER TO MEP DRAWINGS FOR FIRE ALARM, PULL, CONTROL PANEL, SIGNALS, BELL/HORN LOCATIONS, AND EXIT SIGNS. 5. REFER TO SHEET A600 FOR WINDOW AND DOOR SCHEDULES. 6. CONTRACTOR TO FIELD LOCATE END OF BUILDING TO RECEIVE METER BANK. LOCATE ON END OF BUILDING CLOSEST TO POWER COMPANY'S ELECTRICAL TRANSFORMER. 7. FIRE SPRINKLER & ALARM DRAWINGS TO BE PROVIDED BY CONTRACTED FIRE SPRINKLER CONTRACTOR. PROVIDE SHOP DRAWINGS FOR REVIEW PRIOR TO THE SUBMITTAL FOR APPROVAL. 8. PROVIDE 1-HOUR RATED TENANT SEPARATION PARTITION AROUND ALL UNITS AND STAIRS PER UL DESIGN SPECIFICATIONS. SEAL ALL PENETRATIONS IN WALLS TO MATCH RATINGS. 9. PROVIDE WOOD HANDRAIL AND BRACKETS AT INTERIOR STAIRS, WOOD SPECIES AND FINISH AS SELECTED BY OWNER. 10. ALL FIRST AND SECOND FLOOR PARTITIONS FOR THE APARTMENT BUILDINGS EXTEND FROM THE FLOOR TO UNDERSIDE OF THE FLOOR AND/OR ROOF ASSEMBLY AT 9'-1' 1/8" UNLESS OTHERWISE NOTED. LEGEND BUILDING TYPE (#'-#") MECHANICAL EXHAUST VENT BEARING WALL CENTERLINE TO CENTERLINE CENTERLINE OF TENANT SEPARATION WALLS DOWNSPOUT LOCATION TIE INTO STORM SEWER -REFER TO CIVIL DS 1DZSZ1DZ2GZCORR.1DZ2DZ1DZ2GZ3GZ1EZ1EZCORR.SZCORR.GARAGES GARAGES W134 N8675 EXECUTIVE PARKWAY MENOMONEE FALLS, WI 53051 262.502.5500 * FAX 262.502.5522 Sheet No. Project No. Sheet Title Drawing Date Revisions CONTINENTAL 664 FUND LLC 111 West Wisconsin Avenue, Milwaukee, Wisconsin 53203 Telephone 414.272.2000 Fax 414.272.2001 3/21/2022 4:25:36 PM A120Z SECOND FLOOR PLAN 12/10/2021 M40068.01 Enter address here Z36B APARTMENT BUILDING 2021 PROTOTYPE SPRINGS AT ROSEMOUNT Copyright © 2022 Kahler Slater, Inc. All rights reserved. 1/8" = 1'-0"1 SECOND FLOOR PLAN TOTAL 12 12 12 32745 36 1 36 UNIT 3GZ 1 1 1 1263 3 1 3 UNIT 2GZ 2 2 2 1125 6 1 6 UNIT 2DZ 1 1 1 1140 3 1 3 UNIT 1DZ 4 4 4 848 12 1 12 UNIT 1EZ 2 2 2 805 6 1 6 UNIT SZ 2 2 2 630 6 1 6 UNIT TYPE MATRIX 1ST FLR 2ND FLR 3RD FLR UNIT SF/ UNIT TOTAL/ BLDG NO. OF BLDGS UNIT TOTAL 0 42 8 16 SCALE: 1/8" = 1' - 0"NORTH NOTE: NORTH ARROW ORIENTATION VARIES AT EACH BUILDING, SEE A100S KEYNOTES B.2 COORDINATE FLOOR AND ROOF TRUSS LOCATIONS ABOVE WITH MECHANICAL EQUIPMENT LOCATIONS B.5 PROVIDE DIVERTER FLASHING AT BALCONY & ENTRY CANOPY EDGE OVER ENTRY SIDEWALK B.12 BROOM FINISHED CONCRETE WITH CONCRETE SEALER DNDNDN A200Z 1 A202Z 1 A201Z 2 1 A303Z 1 A303Z 1 A304Z 1 A304Z 1 A302Z 1 A302Z 1 A312Z 1 A311Z 2 A311Z 1 A300Z 1 A301Z 17 3 A312Z 2 A312Z UNIT 2DZ 118 UNIT 1EZ 119 UNIT 1EZ 120 UNIT 1DZ 121UNIT 1DZ 122 UNIT 1DZ 123 UNIT 2GZ 124 UNIT 2GZ 125 UNIT 3GZ 126 UNIT 1DZ 127 BALCONY BALCONY BALCONYBALCONY BALCONY B.5 BALCONY BALCONY B.5 BALCONY BALCONY B.5 BALCONY B.5 B.5 6"8' - 0"6"15' - 3"6"28' - 6"105' - 1"13' - 2"36' - 0" 182' - 9"7' - 10"6"6' - 1"7' - 7"5' - 6" 28' - 4 1/2"27' - 1"27' - 1"27' - 1"37' - 3"35' - 10 1/2"39' - 9 1/2"29' - 7 1/2"40' - 0 1/2"40' - 2"2' - 11"42' - 7"2' - 11" 18' - 0 3/4" 3' - 4" 3' - 4" 2' - 11" 6' - 0 1/4" 2' - 11" 5' - 2"28' - 4" 2' - 11"2' - 9" 3' - 4" 3' - 4" 2' - 11" 8' - 4 1/2" 2' - 11" 8' - 6 1/2" 8' - 0" 4' - 5" 2' - 11" 13' - 10" 2' - 11" 4' - 5" 2' - 6" 3' - 4" 3' - 4" 2' - 11"93' - 0"5' - 3" 2' - 11" 5' - 0" 4' - 8" 2' - 11" 20' - 10" 2' - 11" 4' - 8"7' - 0"2' - 11"7' - 0"2' - 2"2' - 11"6' - 0"4' - 6"4' - 6"2' - 8"29' - 9"16' - 11"22' - 9"29' - 9"69' - 5"8' - 6" 15' - 3"6" 15' - 9"6"7' - 4"27' - 1"27' - 1"27' - 1"37' - 3" UNIT SZ 131 UNIT SZ 132CORRIDOR CORRIDORCORRIDOR01 0101010101 01 01 01T 003 01T 01 01 01010101 0101 01T 0030101T 0101 01 01 01 01T 003 03T 01T SHUTTER WINDOW 1 SHUTTER WINDOW 1 001 001 001 001001001 001 001 001 001 001 001 B.2 B.2 B.2 B.2 B.2 B.2 B.5 B.5 B.6 B.6 B.6 6"6"16' - 0"6"17' - 0"6"16' - 3"6" 6" A406Z 3 A406Z 6 A406Z 3 MIRROREDREFERENCE A120Z FOR DIMENSIONS AND ASSEMBLY OF RISER ROOM ROOFB.12 B.12 B.12 16' - 9 1/2"8"6" 13' - 11" 6" 14' - 11" 01T 00301T 01 B.5 14' - 11" 14' - 11"8' - 0"8' - 0"8" 15' - 4 3/4" 8 3/4" B.2 B.2 B.2B.2 B.2 A210Z 1 A211Z 2 A212Z 1 A220Z 1 A221Z 2 A222Z 1 A230Z 1 A231Z 2 A232Z 1 A240Z 1 A241Z 2 A242Z 1 A212Z2 A212Z 3 A212Z4 A212Z 5 A212Z6 A212Z 7 A212Z 8 A212Z 9 A210Z 3 A210Z 4 A210Z5 A210Z 6 A210Z7 A210Z8 A210Z 9 A210Z10 A211Z 8 A211Z 9 A211Z 5 A211Z6 A211Z 7 A222Z2 A222Z 3 A222Z4 A222Z 5 A222Z6 A222Z 7 A222Z 8 A222Z 9 A220Z 3 A220Z 4 A220Z5 A220Z 6 A220Z7 A220Z8 A220Z 9 A220Z10 A221Z 6 A221Z 7 A221Z 3 A221Z4 A221Z 5 A232Z2 A232Z 3 A232Z4 A232Z 5 A232Z6 A232Z 7 A232Z 8 A232Z 9 A230Z 3 A230Z 4 A230Z5 A230Z 6 A230Z7 A230Z8 A230Z 9 A230Z10 A231Z 6 A231Z 7 A231Z 3 A231Z4 A231Z 5 A242Z2 A242Z 3 A242Z4 A242Z 5 A242Z6 A242Z 7 A242Z 8 A242Z 9 A240Z 2 A240Z 3 A240Z4 A240Z 5 A240Z6 A240Z7 A240Z 8 A240Z9 A241Z 6 A241Z 7 A241Z 3 A241Z4 A241Z 5 GENERAL NOTES 1. 1/8" BUILDING PLANS PROVIDED AS CONTROL DRAWINGS ONLY. REFER TO 1/4" UNIT LAYOUT PLANS FOR COMPLETE DIMENSIONS AND NOTES LOCATED ON A4 SHEETS. 2. ALL GROUND FLOOR PLANS SHALL BE CONSTRUCTED PER FAIR HOUSING REQUIREMENTS & COMPLY WITH ACCESSIBILITY REQUIREMENTS. SEE UNIT PLANS & DEFINITIONS FOR COMPLIANCE. 3. CONDENSER UNIT AND PADS ARE SHOWN AS GRAPHIC REPRESENTATION OF PAD LOCATION. COORDINATE W/ MECHANICAL ENGINEER'S DRAWINGS FOR ACTUAL PAD LOCATION AND FREE AIR SPACE REQUIRED AROUND CONDENSERS. 4. REFER TO MEP DRAWINGS FOR FIRE ALARM, PULL, CONTROL PANEL, SIGNALS, BELL/HORN LOCATIONS, AND EXIT SIGNS. 5. REFER TO SHEET A600 FOR WINDOW AND DOOR SCHEDULES. 6. CONTRACTOR TO FIELD LOCATE END OF BUILDING TO RECEIVE METER BANK. LOCATE ON END OF BUILDING CLOSEST TO POWER COMPANY'S ELECTRICAL TRANSFORMER. 7. FIRE SPRINKLER & ALARM DRAWINGS TO BE PROVIDED BY CONTRACTED FIRE SPRINKLER CONTRACTOR. PROVIDE SHOP DRAWINGS FOR REVIEW PRIOR TO THE SUBMITTAL FOR APPROVAL. 8. PROVIDE 1-HOUR RATED TENANT SEPARATION PARTITION AROUND ALL UNITS AND STAIRS PER UL DESIGN SPECIFICATIONS. SEAL ALL PENETRATIONS IN WALLS TO MATCH RATINGS. 9. PROVIDE WOOD HANDRAIL AND BRACKETS AT INTERIOR STAIRS, WOOD SPECIES AND FINISH AS SELECTED BY OWNER. 10. ALL FIRST AND SECOND FLOOR PARTITIONS FOR THE APARTMENT BUILDINGS EXTEND FROM THE FLOOR TO UNDERSIDE OF THE FLOOR AND/OR ROOF ASSEMBLY AT 9'-1' 1/8" UNLESS OTHERWISE NOTED. LEGEND BUILDING TYPE (#'-#") MECHANICAL EXHAUST VENT BEARING WALL CENTERLINE TO CENTERLINE CENTERLINE OF TENANT SEPARATION WALLS DOWNSPOUT LOCATION TIE INTO STORM SEWER -REFER TO CIVIL DS 1DZSZ1DZ2GZCORR.1DZ2DZ1DZ2GZ3GZ1EZ1EZCORR.SZCORR.GARAGES GARAGES W134 N8675 EXECUTIVE PARKWAY MENOMONEE FALLS, WI 53051 262.502.5500 * FAX 262.502.5522 Sheet No. Project No. Sheet Title Drawing Date Revisions CONTINENTAL 664 FUND LLC 111 West Wisconsin Avenue, Milwaukee, Wisconsin 53203 Telephone 414.272.2000 Fax 414.272.2001 3/21/2022 4:25:44 PM A130Z THIRD FLOOR PLAN 12/10/2021 M40068.01 Enter address here Z36B APARTMENT BUILDING 2021 PROTOTYPE SPRINGS AT ROSEMOUNT Copyright © 2022 Kahler Slater, Inc. All rights reserved. 1/8" = 1'-0"1 THIRD FLOOR PLAN KEYNOTES B.2 COORDINATE FLOOR AND ROOF TRUSS LOCATIONS ABOVE WITH MECHANICAL EQUIPMENT LOCATIONS B.5 PROVIDE DIVERTER FLASHING AT BALCONY & ENTRY CANOPY EDGE OVER ENTRY SIDEWALK B.6 ATTIC ACCESS DOOR: KARP KRP-150FR 1-HR RATED ACCESS DOOR OR EQUAL. MIN SIZE 22"X36". STEEL INSULATED 16 GA FRAME AND 20 GA DOOR ON PIANO HINGE. SELF-LATCHING AUTOMATIC CLOSURE WITH INTERIOR LATCH RELEASE. COORDINATE FINAL LOCATION W/ MEP AND OWNER. ALTERNATE: PROVIDE GUILLOTINE STYLE DOOR AS SHOWN IN ROOF DETAILS. B.12 BROOM FINISHED CONCRETE WITH CONCRETE SEALER TOTAL 12 12 12 32745 36 1 36 UNIT 3GZ 1 1 1 1263 3 1 3 UNIT 2GZ 2 2 2 1125 6 1 6 UNIT 2DZ 1 1 1 1140 3 1 3 UNIT 1DZ 4 4 4 848 12 1 12 UNIT 1EZ 2 2 2 805 6 1 6 UNIT SZ 2 2 2 630 6 1 6 UNIT TYPE MATRIX 1ST FLR 2ND FLR 3RD FLR UNIT SF/ UNIT TOTAL/ BLDG NO. OF BLDGS UNIT TOTAL 0 42 8 16 SCALE: 1/8" = 1' - 0"NORTH NOTE: NORTH ARROW ORIENTATION VARIES AT EACH BUILDING, SEE A100S OPTION CODE:0703 ENCLOSED YARDS OPTION CODE:0708 STAND UP SHOWER: ROLL IN, FIBERGLASS WALLS, ADA 10-11-2017 䌀䰀唀䈀䠀伀唀匀䔀  㐀㌀㐀  匀儀 䘀吀  㘀ⴀ㈀㈀ⴀ㈀ ㄀㜀 刀攀愀爀 䔀氀攀瘀愀琀椀漀渀 砀攀氀攀瘀ⴀ㄀匀䌀䄀䰀䔀㨀  ㌀⼀㌀㈀ᴠ㴀㄀ᬠ ᴠ 䰀攀昀琀 匀椀搀攀 䔀氀攀瘀愀琀椀漀渀 砀攀氀攀瘀ⴀ㄀匀䌀䄀䰀䔀㨀  ㌀⼀㌀㈀ᴠ㴀㄀ᬠ ᴠ 10-11-2017 TRASH ENCLOSURE ASPHALT SHINGLES BOARD & BATTEN LAP PANEL STONE VENEER TRIM DOOR COLOR TM-SH-1 CBP-T-1CBP-A-1 CBP-A-2 MS-S-3 PT-A-1 TRASH ENCLOSURETRASH ENCLOSUREMAIL KIOSKMAINTAINANCE BUILDING ASPHALT SHINGLES BOARD & BATTEN LAP PANEL STONE VENEER TRIM DOOR COLOR TM-SH-1 CBP-T-1CBP-A-1 CBP-A-2 MS-S-3 PT-A-1 TRASH ENCLOSURETRASH ENCLOSUREMAIL KIOSKMAINTAINANCE BUILDING ASPHALT SHINGLES BOARD & BATTEN LAP PANEL STONE VENEER TRIM DOOR COLOR TM-SH-1 CBP-T-1CBP-A-1 CBP-A-2 MS-S-3 PT-A-1 TRASH ENCLOSURETRASH ENCLOSUREMAIL KIOSKMAINTAINANCE BUILDING ASPHALT SHINGLES BOARD & BATTEN LAP PANEL STONE VENEER TRIM DOOR COLOR TM-SH-1 CBP-T-1CBP-A-1 CBP-A-2 MS-S-3 PT-A-1 TRASH ENCLOSURE ASPHALT SHINGLES BOARD & BATTEN LAP PANEL STONE VENEER TRIM DOOR COLOR TM-SH-1 CBP-T-1CBP-A-1 CBP-A-2 MS-S-3 PT-A-1 K:\020372-000\Admin\Docs\2022.05.31 - Submittal\2022.06.16 - Preliminary Plat Review - Springs At Rosemount.docx Memorandum To: Anthony Nemcek, Senior Planner CC: Stacy Bodsberg, Planning & Personnel Secretary Brian Erickson, City Engineer From: Tim Hanson PE, WSB Engineering Consultant Date: June 20, 2022 Re: Amber Fields Sixth Addition Preliminary Plat Preliminary Plat Submittal Review Final Plat Grading and Drainage Plan Review Preliminary Utility Plan Review Landscaping Plan Review WSB File Number 020372-000 SUBMITTAL: Continental 664 Fund, LLC has submitted a Preliminary Plat for Amber Fields Sixth Addition for the development of Outlot B, Amber Fields. Outlot B, Amber Fields is proposed to be replatted into one lot in which 268 apartment units within 11 buildings and a clubhouse are identified to be constructed. The plans submitted were prepared by Alliant Engineering. Review comments were generated from the Preliminary Plat Submittal dated 05-31-2022. The submittal included the following: ▪ Existing Conditions ▪ Preliminary Plat ▪ Final Plat ▪ Site Plan ▪ Grading Plan ▪ Erosion and Sediment Control Plan ▪ Utility Plan ▪ Storm Sewer Plan ▪ Landscape Plan EXISTING CONDITIONS Amber Fields Sixth Addition is in the northwest central portion of the Amber Fields Addition extending north from 148th Street and adjacent to County State Aid Highway 42 (CSAH 42) and Outlot A, Amber Fields, the MCES pumping station and ponding area. The parent parcel consists of land previously utilized for agricultural purposes and grass land. Amber Fields Sixth Addition is 14.58 acres in size. PRELIMINARY PLAT Anthony Nemcek June 20, 2022 Page 2 K:\020372-000\Admin\Docs\2022.05.31 - Submittal\2022.06.16 - Preliminary Plat Review - Springs At Rosemount.docx Amber Fields Sixth Addition consists of 1 lot which will be developed by Springs At Rosemount. All streets and infrastructure within the lot will be private. Amber Fields Sixth Addition extends two private entrances north from 148th Street. The primary entrance is in the westerly part of the lot across from Road A within Amber Fields Fourth Addition. The primary entrance has a landscaped median with a monument sign located just north of the right of way for 148th Street. The entrance driveway extends north 140 feet to a security gate. The private street continues north from the security gate, then east and west, looping through the site in a circuitous route providing access to the 11 apartment buildings, clubhouse and 8 garage structures. A second access is located at the easterly side of the lot. This access is for emergency use only and is also gated. Four-foot-wide sidewalks are proposed throughout the site providing access to the units and circulation within the site. A public sidewalk extends adjacent to the site along the north side of 148th Street. Two sidewalk connections from Amber Fields Sixth Addition extend out to the public sidewalk. 1. The wheel track for the City’s fire truck will have to be traced through the site to assure adequate accessibility for the fire apparatus. The turning radii of the truck can be obtained from the City’s Fire Marshall. 2. Pedestrian curb ramps are required at all sidewalk crossings and street access points. 3. A monument sign, fence and storm sewer infrastructure are located within the 10-foot lot line drainage and utility easement adjacent to 148th Street. This infrastructure will limit the ability to utilize the easement for communication and electric conduits. 4. The proposed private street section does not identify a sand subgrade material. Due to the availability of sand, it is recommended to construct the street section with a sand subgrade section. FINAL PLAT The proposed final plat of Amber Fields Sixth Addition consists of 1 lot. Perimeter drainage and utility easements are identified on the plat. No other easements are shown or needed. 5. An existing 20-foot access and egress easement from CSAH 42 needs to be vacated. This access also has an approach and culvert which need to be removed. The development Fees are indicated below based on the 2022 Schedule of Rates and Fees. ▪ Sanitary Sewer Trunk Charge: $1,075/acre ▪ Watermain Trunk Charge: $6,500/acre ▪ Storm Sewer Trunk Charge: $6,865/acre GRADING AND DRAINAGE The proposed grading plan directs runoff from the southeast corner of the site to the north and west along the private streets. Two storm sewer systems collect the runoff and convey it through the site to a trunk storm sewer extension constructed with Amber Fields. The trunk storm sewer flows south discharging into Pond 1 in the Amber Fields Central Greenway Area. 6. The emergency overflow routes for runoff does not provide 1.5 feet of freeboard between the pad elevation and the emergency overflow (EOF) high point. EOF routes are within street alignments so the criteria could be reduced to 1.2 feet of freeboard if 1.5 feet is not attainable. 7. Sheet C-4.1 - The 940 contour is mislabeled south of the clubhouse. 8. Sheet C-4.1 – The proposed 942 contour is not shown east of the clubhouse. 9. Sheet C-4.1 – A snow storage area is identified on a 1:3 slope which is upstream of the infiltration basin. The snow storage area needs to be relocated or redesigned. Anthony Nemcek June 20, 2022 Page 3 K:\020372-000\Admin\Docs\2022.05.31 - Submittal\2022.06.16 - Preliminary Plat Review - Springs At Rosemount.docx 10. Sheet C-4.1 & C-4.2 – Several elevation call outs are incorrect. SANITARY SEWER AND WATERMAIN – UTILITY PLAN Amber Fields Sixth Addition sanitary sewer system extends from a sewer stub at the southwesterly corner of the lot. This sanitary sewer extension only provides service to the proposed buildings of Springs At Rosemount. The sanitary sewer proposed with Amber Fields Sixth Addition is a private facility that will be maintained by Springs At Rosemount. Existing Metropolitan Council Environmental Services (MCES) interceptor sewer lines extend along the north property line of the parcel. Manhole adjustments and grading within the MCES easement (over their pipe) must be reviewed by MCES. Eight-inch watermain is identified to be extended within the Amber Fields Sixth Addition. There are two watermain connections to the existing system providing looped water service to the site. The watermain within Amber Fields Sixth Addition is private and will be maintained by Springs At Rosemount. 11. Gate valve and fire hydrant placement will be detail reviewed with the construction plans for the final plat. STORM SEWER Amber Fields Sixth Addition extends two storm sewer systems from an existing storm sewer stub extending north from 148th Street. One of the systems extends along the north property line within MCES’s utility easement. Construction activity within the MCES easement needs to be reviewed by MCES. Storm sewer design and layout will be reviewed with the Surface Water Management plan submittal. 12. Detail review of the storm sewer system and design will be completed with the construction plans for the subdivisio n. 13. Catchbasin Manhole 1 (CBMH1) must be a sump manhole structure. SURFACE WATER MANAGEMENT The proposed Surface Water Management plan for the preliminary plat has been reviewed. Comments included in the Surface Water Management plan review shall be incorporated in the project design. LANDSCAPE PLAN The Landscape plan was not reviewed for conflicts with infrastructure as all infrastructure is privately maintained. Tree plantings should allow space for access and maintenance of proposed infrastructure. GENERAL Infrastructure design shall be completed in accordance with the City of Rosemount’s Engineering Guidelines and Standards. Infrastructure construction shall be completed in accordance with the latest edition of the City’s General Specifications and Standard Detail Plates for Street and Utility Construction.