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item 07 Cedar and Dodd Retail 2nd Addition
1 | Page City of Lakeville Planning Department Memorandum To Planning Commission From: Kris Jenson, Associate Planner Date: March 9, 2022 Subject: Packet Material for the March 17, 2022 Planning Commission Meeting Agenda Item: Cedar and Dodd Retail 2nd Addition Preliminary and Final Plat Application Action Deadline: Preliminary Plat (June 22, 2022) I NTRODUCTION KAMI, Inc. has submitted an application for a preliminary and final plat for development of the 4.46 acre site located east of Cedar Avenue (CSAH 23) and north of Dodd Boulevard (CSAH 9). The proposal includes a preliminary plat of one commercial lot for a 44,000 square foot two-story medical office building. The lot was previously preliminary platted with the Cedar and Dodd Retail Addition plat. In 2019, a final plat (Cedar and Dodd Retail 2nd Addition) was approved for this parcel, but the applicant didn’t move forward with recording the final plat and subsequently the preliminary plat expired. The plans have been reviewed by the Engineering Division and the Parks and Recreation Department. EXHIBITS A. Aerial Photo B. Zoning Map C. Preliminary Plat D. Final Plat E. Erosion and Sediment Control Plans (2 Pages) F. Site Plan 2 | Page G. Grading Plan H. Storm Sewer Plan I. Utility Plan J. Landscape Plans (2 Pages) K. Photometric Plan L. Medical Office Building Floor Plan M. Medical Office Building Elevations (2 Pages) N. Dakota County Plat Commission Letter Surrounding Land Uses and Zoning: North – Hy-Vee Fast & Fresh (C-3) South – Dodd Boulevard (CSAH 9), Crossroads of Lakeville shopping center (PUD) East –Private drive and vacant commercial parcel (C-3) West – Cedar Avenue, Springs of Lakeville townhomes (PUD). STAFF ANALYSIS PRELIMINARY AND FINAL PLAT Comprehensive Plan. The subject property is guided Commercial in the 2040 Comprehensive Land Use Plan and is in Planning District No. 5. The proposed commercial use of the property is consistent with the 2040 Land Use Plan and District 5 recommendations. Zoning. The property is zoned C-3, General Commercial District, in which medical offices are a permitted use. Lots/Blocks. The Cedar and Dodd Retail 2nd Addition preliminary and final plat consists of one lot totaling 4.46 acres. The proposed lot exceeds the minimum required lot area of 20,000 square feet and minimum required lot width of 100 feet. Grading, Drainage, Erosion Control and Utilities. Grading, drainage, erosion control, and utility plans have been submitted with the Cedar and Dodd Retail 2nd Addition preliminary and final plat. A privately owned and maintained stormwater pond was constructed on the parent parcel as part of the development of Cedar and Dodd Retail Addition. The Developer will be required to sign a private maintenance agreement for the basin and dedicate a maintenance easement over the basin area. Grading, drainage, erosion control, and utility issues are addressed in the engineering review memo prepared by Alex Jordan, Assistant City Engineer and Mac Cafferty, Environmental Resources Manager dated March 9, 2022. A copy of the engineering report is attached for your review. The Engineering Division recommends approval of the Cedar and Dodd Retail 2nd Addition preliminary and final plat subject to the comments outlined in the engineering report. 3 | Page Streets. All streets adjacent to Cedar and Dodd Retail 2nd Addition are constructed. No additional right of way dedication or street construction is required. The Dakota County Plat Commission recommended approval of the preliminary plat at their April 1, 2019 meeting (Exhibit N) Wetlands. There are no wetlands on the site. Tree Preservation. There are no significant trees on the site. Park Dedication. Cedar and Dodd Retail 2nd Addition will be subject to the commercial park dedication fee with the final plat. SITE PLAN REVIEW Setbacks. The setbacks for the building are as follows: Minimum setbacks Proposed setbacks North 30 feet 295’ to building, 271’ to canopy East 10 feet 67’ to property line, 48’ to back of private drive curb South 30 feet 87.3’ to Dodd Blvd ROW West 30 feet 88.2’ to Cedar Ave ROW The proposed setbacks exceed Zoning Ordinance requirements. Building Design. The exterior of the medical office building includes a dark gray brick (35%), two shades of cultured stone (34.1%), and glass (18.4%), consistent with the requirements of the C-3, General Commercial District. Overall, the building will have 87.5% Grade A materials and 10.5% Grade C materials, in compliance with Zoning Ordinance requirements. The material percentages shown on Exhibit M included the materials used for the canopy and the rooftop mechanical screening, so the numbers in the above paragraph have been adjusted to exclude those materials. Building Height. A maximum building height of 35 feet or three stories is allowed in the C-3 District unless approved by conditional use permit. The height of the building will be 34’ 8”, with accent elements/parapets in areas having a height of 36 feet. Building height limits do not apply to parapet walls that extend not more than three (3) feet above the limiting height of the building. Rooftop mechanical equipment is proposed to be screened by metal screens that have a height of 42 feet. Rooftop mechanicals that exceed the limited height of the building may do so provided the occupied area is less than 25% of the roof area and not exceed 10 feet in height. The rooftop area proposed to be screened is approximately 20% of the roof area, meeting Zoning Ordinance requirements. 4 | Page Access. Access to the site will be from a single driveway access onto the private drive. The location of this access was determined by the existing and proposed topography of the property, which limits the site to that single access. Vehicular access to Cedar Avenue (CSAH 23) and Dodd Boulevard (CSAH 9) is not permitted. Parking. The proposed building is 44,000 square feet and a 10 percent floor area credit for restrooms, closets and mechanical equipment space is permitted. The site requires a minimum of 198 parking spaces and the developer proposes 263 parking spaces. The number and design of the parking spaces and drive aisles meets the requirements of the Zoning Ordinance. Landscaping. Landscaping on the site includes plantings at the building foundation as well as around the perimeter of the site and within parking lot islands. A variety of shrub plantings are located adjacent to the parking areas along the south and southeast side of the lot to buffer headlights from shining onto Dodd Boulevard. The City Forester has provided additional comments about species proposed on the site, and the landscape plan must be revised to reflect those comments prior to City Council consideration of the final plat. In addition, a landscaping security will be required with the final plat to guarantee installation of the approved landscaping. Exterior Lighting. The lighting shall be accomplished in such a way as to have no direct source of light visible from adjacent land in residential use or from the public right of way and shall be in compliance with section 11-16-17 of the Zoning Ordinance. Parking lot lighting shall be down-cast cut-off type fixtures only. Building lighting shall be down-cast only as required by the Zoning Ordinance. Exhibit K is the photometric plan for the site, which shows illumination levels that meet Zoning Ordinance requirements. Signs. The medical office building will be permitted wall signs on two elevations per the Zoning Ordinance. A freestanding sign is also permitted for the site. Sign permits must be issued prior to the installation of any signs on the site. Roof-Top Mechanical Equipment Screening. A screening wall is proposed on the roof of the medical office building to provide screening for roof-top mechanical equipment. All ground mounted equipment will be landscaped for screening. Trash Enclosure. The trash storage area will be located inside the building. Snow Storage. Snow storage must be maintained outside any required parking spaces and must occur on private property. Any excess snow shall be hauled off site. RECOMMENDATION Planning Department staff recommends approval of the Cedar and Dodd Retail 2nd Addition preliminary and final plat subject to the following stipulations: 1. Implementation of the recommendations listed in the March 9, 2022 engineering memo. 5 | Page 2. Prior to City Council consideration of the final plat, comments from the City Forester must be addressed. Landscaping shall be installed according to the approved landscape plan. A financial security shall be submitted prior to release of the final plat mylars to guarantee installation of the landscaping. 3. All signs shall comply with Zoning Ordinance requirements. A sign permit must be issued by the City prior to the installation of any signs. 4. Snow storage shall not occur within required parking spaces and shall not infringe upon vehicle site circulation or sight visibility. Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User CommunityCEDAR AVE (CSAH 23)GLACIER WAY City of Lakeville Cedar and Dodd Retail 2nd Add. Preliminary Plat Aerial Location Map Cedar and Dodd Retail 2nd Add. plat location EXHIBIT A & DODD BL VD (C S AH 9 ) 1 7 5 T H S T 179TH ST GL ASGOW AVE CEDAR AVE (CSAH 23)GLACIER WAY City of Lakeville Cedar and Dodd Retail 2nd Add. Preliminary Plat Zoning Map Cedar and Dodd Retail 2nd Add. plat location EXHIBIT B & DODD BL VD (C S AH 9 ) 1 7 5 T H S T 179TH ST GL ASGOW AVERS-3 PUD PUD PUD PUD PUD C-3 RS-3 M-2 O-R C-3 C-3 C-3 RM-2 RM-2 RM-1 P/OS P/OS P/OSRS-3 RM-1 STAIR 1 STAIR 3 MECHANICAL& ELECTRICALLOADING DOCK JAN.E6BCFDA2345781MEDICAL OFFICE BUILDING (2-STORY) ±44,000 SF FFE: 1024.0' LOT 1 ±4.47 AC.NO PARKINGNO PARKING NO PARKING T PRIVATE DRIVE SOUTH FOREBAY SOUTH FILTRATION BASIN CEDAR AVENUE ROW DEDICATION ± 2.11 AC NO PARKING NO PARKINGNO PARKINGCODPRIVATE DRIVE SOUTH FOREBAY SOUTH FILTRATION BASIN CEDAR AVENUE ROW DEDICATION ± 2.11 AC 15.0'EXISTING STORMWATER MANAGEMENT TYP. PROPOSED DRAINAGE AND UTILITY EASEMENT EXISTING DRAINAGE & UTILITY EASEMENT EXISTING DRAINAGE & UTILITY EASEMENT EXISTING DRAINAGE & UTILITY EASEMENT EXISTING ACCESS EASEMENT PROPOSED DRAINAGE & UTILITY EASEMENT87.3'88.2'C . S . A . H . N o . 9 ( D O D D B O U L E V A R D ) GLASGOW BOULEVARD EXISTING OVERHEAD POWER LINE EASEMENT LOT 1, BLOCK 1 EXISTING DRAINAGE & UTILITY EASEMENT PREPARED FORPRELIMINARYPLATEX-ALAKEVILLEMEDICAL OFFICEKAMI INC.LAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.FIRST M. LASTXX/XX/XXXXXXXXXDATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16083900501/21/2022AS SHOWNCJJCJJMCBBUILDING DATA SUMMARY AREAS PROPOSED PROPERTY 4.46 AC BUILDING AREA 44,000 SF (22.6% OF TOTAL PROPERTY AREA) PROPERTY SUMMARY LAKEVILLE MEDICAL OFFICE TOTAL PROPERTY AREA 4.46 AC PROPOSED IMPERVIOUS AREA WITHIN PROPERTY AREA 2.80 AC PROPOSED PERVIOUS AREA WITHIN PROPERTY AREA 1.66 AC TOTAL DISTURBED AREA 4.10 AC ZONING SUMMARY EXISTING ZONING C-3 (GENERAL COMMERCIAL) PROPOSED ZONING C-3 (GENERAL COMMERCIAL) PARKING SETBACKS SIDE INTERIOR = 15' REAR = 10' FRONT/PUBLIC ROW = 15' BUILDING SETBACKS SIDE INTERIOR = 10' REAR = 10' FRONT/PUBLIC ROW = 30' PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL LEGEND This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Kami\Lakeville Medical Office\3 Design\CAD\Exhibits\EX-A - Preliminary Plat.dwg January 26, 2022 - 10:05am©BYREVISIONSNo.DATEPRELIMINARY - NOT FOR CONSTRUCTIONNORTHPROPERTY OWNER HYVEE INC. 5820 WETOWN PKWY WEST DES MOINES, IA 50266 APPLICANT KAMI INC. GONZALO MEDINA 3120 WOODBURY DRIVE, SUITE 100 WOODBURY, MN 55125 CIVIL ENGINEER KIMLEY-HORN & ASSOCIATES MIKE BRANDT, P.E. 767 EUSTIS STREET, SUITE 100 ST. PAUL, MN 55114 SURVEYOR EGAN, FIELD & NOWAK, INC. ERIC ROESER 1229 TYLER STREET NE, SUITE 100 MINNEAPOLIS, MN 55413 EXISTING SUBJECT SITE LEGAL DESCRIPTION OUTLOT B, CEDAR AND DODD RETAIL ADDITION, DAKOTA COUNTY, MN PROPOSED SUBJECT SITE LEGAL DESCRIPTION LOT 1, BLOCK 1, CEDAR AND DODD RETAIL SECOND ADDITION, DAKOTA COUNTY, MN EXHIBIT C EXHIBIT D B >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>30>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>30PRIVATE DRIVE SOUTH FOREBAY SOUTH FILTRATION BASIN>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>30S F SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SFSFSFS F SFS F S F S F S F SFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SFPROPOSED BUILDING FOOTPRINT (TYP.)SFSFSFSFSFSFSFSFPRIVATE DRIVE SOUTH FOREBAY SOUTH FILTRATION BASIN>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>30S F SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SFSFSFS F SFS F S F S F S F SFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SFPROPOSED BUILDING FOOTPRINT (TYP.)SFSFSFSFSFSFSFSFA A A B B B B CE F G H H H H 16.62%16.68%17.71%1.47%1.52%1.40%1.97%29.10%31.60%1.41%1.47%1.09%1.02%5.32%0.18% 1. 5 3 %0.01%20.78%4.47% 17.32%11.73%5.28% 33.33% 33.33%33.33%33.33% 33.32% 33.31 % 1015 102010111012 1013 1014 1016 10171018 1019 10101015102010081009101110121013101410161017101810191021102225.49% 24.55% 16.48% 1020 102 1 10 2 2 102 3 1020101810191021102210231020101710181019This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Kami\Lakeville Medical Office\3 Design\CAD\PlanSheets\C3-EROS PH1 PLAN.dwg March 01, 2022 - 1:41pmBYREVISIONSNo.DATE1CITY COMMENTS03/01/2022 CJJPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORDEMOLITION ANDEROSIONCONTROL PH. 1PLANC200LAKEVILLEMEDICAL OFFICEKAMI INC.LAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.MIKE BRANDT, P.E.03/01/202242661DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16083900503/01/2022AS SHOWNCJJCJJMCBEROSION CONTROL PLAN NOTES 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4. WITHIN ONE WEEK (7 DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 5. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8. REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1. INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS. 2. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE (1), CONCRETE WASHOUT PIT (1) AND INSTALL SILT FENCE. 3. PREPARE TEMPORARY PARKING AND STORAGE AREA. 4. CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT TRAPS. 5. PERFORM CLEARING AND GRUBBING OF THE SITE. PERFORM MASS GRADING. ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 6. START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 7. TEMPORARILY SEED WITH PURE LIVE SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE OR AS REQUIRED BY NPDES AND/OR CITY OF LAKEVILLE GRADING PERMIT. SEQUENCE OF CONSTRUCTION: ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE SAFETY FENCE BIOROLL LEGEND EROSION CONTROL BLANKET EROSION DETAILS LIMITS OF DISTURBANCE SILT FENCE DIVERSION DITCH TEMPORARY SEDIMENT TRAP ROCK CONSTRUCTION ENTRANCE DRAINAGE DIVIDE SWPPP SIGN DITCH CHECK A B C D E F G H PERVIOUS/IMPERVIOUS SUMMARY TOTAL PROPERTY AREA 4.46 ACRES EXISTING IMPERVIOUS AREA 0.19 ACRES EXISTING PERVIOUS AREA 4.27 ACRES PROPOSED IMPERVIOUS AREA 2.99 ACRES PROPOSED PERVIOUS AREA 1.28 ACRES TOTAL DISTURBED AREA 4.10 ACRES PH 1 BMP QUANTITIES SILT FENCE 2,106 LF INLET PROTECTION 11 EA ROCK CONSTRUCTION ENTRANCE 1 EA NORTHEXHIBIT E STAIR 1 STAIR 3 MECHANICAL& ELECTRICALLOADING DOCK JAN.E6BCFDA2345781MEDICAL OFFICE BUILDING (2-STORY) ±44,000 SF FFE: 1024.0' LOT 1 ±4.47 AC.NO PARKINGNO PARKING NO PARKING T AH 23 (CEDAR AVE) PRIVATE DRIVE SOUTH FOREBAY SOUTH FILTRATION BASIN NO PARKING NO PARKINGNO PARKINGAH 23 (CEDAR AVE) PRIVATE DRIVE SOUTH FOREBAY SOUTH FILTRATION BASIN S F SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SFSFSFS F S F S F S F S F S F SFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SFPROPOSED BUILDING FOOTPRINT (TYP.)SFSFSFSFSFSFSFSF A A A A B B B B B B C D 4.5 0 % 3. 8 2 % 2 . 8 0% 1.11 % 1.30%2.34% 3.30% 2.69%2.49%2.58%5.12% 6.04 %3.52% 3. 6 3 %3.42%2.08 % 1.2 7 %1020101610171018101910211021 102210221023 1024 1027 1020101910211022 1023 10231023 1023102310231025 1023 1024 1026 10221023 10211021102110 2 110211021102010211022102210221023 E This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Kami\Lakeville Medical Office\3 Design\CAD\PlanSheets\C3-EROS PH2 PLAN.dwg March 01, 2022 - 1:41pmBYREVISIONSNo.DATE1CITY COMMENTS03/01/2022 CJJPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FOREROSION ANDSEDIMENTCONTROL PLAN -PHASE 2C300LAKEVILLEMEDICAL OFFICEKAMI INC.LAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.MIKE BRANDT, P.E.03/01/202242661DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16083900503/01/2022AS SHOWNCJJCJJMCBNORTHEROSION DETAILS LIMITS OF DISTURBANCE SILT FENCE ROCK CONSTRUCTION ENTRANCE SWPPP SIGN EROSION CONTROL BLANKET A B C D E EROSION CONTROL PLAN NOTES 1. ALL PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL CONSTRUCT DRAINAGE BASINS PRIOR TO SITE GRADING. 3. THE CONTRACTOR SHALL INSTALL CATCH BASIN EROSION CONTROL MEASURES. 4. WITHIN ONE WEEK (7DAYS) OF SITE GRADING, ALL DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD, OR ROCK BASE. REFER TO LANDSCAPE PLANS FOR MATERIALS. 5. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH CITY, STATE, AND WATERSHED DISTRICT PERMITS. 6. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF SILT IN FRONT OF SILT FENCES DURING THE DURATION OF THE CONSTRUCTION. 7. ANY EXCESS SEDIMENT IN PROPOSED BASINS SHALL BE REMOVED BY THE CONTRACTOR. 8. REMOVAL ALL EROSION CONTROL MEASURES AFTER VEGETATION IS ESTABLISHED. 9. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS AND PAVED AREAS AND SHALL SWEEP ADJACENT STREETS AS NECESSARY IN ACCORDANCE WITH CITY REQUIREMENTS. 10. IF BLOWING DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL APPLY WATER FROM A TANK TRUCK TO ALL CONSTRUCTION AREAS. UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. BMP AND EROSION CONTROL INSTALLATION SEQUENCE SHALL BE AS FOLLOWS: 1. INSTALL INLET PROTECTION AT EXISTING STORMWATER CULVERTS. 2. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE (1), CONCRETE WASHOUT PIT (1) AND INSTALL SILT FENCE. 3. PREPARE TEMPORARY PARKING AND STORAGE AREA. 4. CONSTRUCT AND STABILIZE DIVERSIONS AND TEMPORARY SEDIMENT TRAPS. 5. PERFORM CLEARING AND GRUBBING OF THE SITE. PERFORM MASS GRADING. ROUGH GRADE TO ESTABLISH PROPOSED DRAINAGE PATTERNS. 6. START CONSTRUCTION OF THE BUILDING PAD AND STRUCTURES. 7. TEMPORARILY SEED WITH PURE LIVE SEED, THROUGHOUT CONSTRUCTION, DISTURBED AREAS THAT WILL BE INACTIVE FOR 14 DAYS OR MORE OR AS REQUIRED BY NPDES AND/OR CITY OF LAKEVILLE GRADING PERMIT. SEQUENCE OF CONSTRUCTION: ROCK ENTRANCE INLET PROTECTION SILT FENCE LIMITS OF DISTURBANCE SAFETY FENCE BIOROLL LEGEND EROSION CONTROL BLANKET PERVIOUS/IMPERVIOUS SUMMARY TOTAL PROPERTY AREA 4.46 ACRES EXISTING IMPERVIOUS AREA 0.19 ACRES EXISTING PERVIOUS AREA 4.27 ACRES PROPOSED IMPERVIOUS AREA 2.99 ACRES PROPOSED PERVIOUS AREA 1.28 ACRES TOTAL DISTURBED AREA 4.10 ACRES PH 1 BMP QUANTITIES SILT FENCE ±2,100 LF INLET PROTECTION 18 EA ROCK CONSTRUCTION ENTRANCE 1 EA EROSION CONTROL BLANKET ±800 SF STAIR 1 STAIR 3 MECHANICAL& ELECTRICALLOADING DOCK JAN.E6BCFDA2345781MEDICAL OFFICE BUILDING (2-STORY) ±44,000 SF FFE: 1024.0' LOT 1 ±4.47 AC.NO PARKINGNO PARKING NO PARKING T NO PARKING NO PARKINGNO PARKING9.0'TYP.26.0'9.0'TYP.18.0'7.0'18.0'15.0'18.0'9. 0 ' T Y P . EXISTING STORMWATER MANAGEMENT 9.0' 9.0'18.0'24.0'18.0'TYP. TYP.18.0'26.0'20.0'20.0'24.0'18.0'18.0'24.0'20.0'20.0'26.0'9.0' 9.0' 9.0' 9.0' 9.0' TYP. TYP. TYP. TYP. TYP. 5.0' 5.4' 26.0'18.0'8.0'TYP.TYP.7.0'18.0'24.0'18.0' 6.7'6.0'9.0'9.0'TYP.TYP.R 3 . 0 ' R 2 6 . 1 ' R 2 0 . 0 ' R 4 . 0 '9.0'TYP.18.0'25.6'R4.0'R26.0'R3 . 0 ' R 2 6 . 0 'R15.0'R 4 . 0 ' R 1 2 . 0 'R6.5'R6.5'R45.0' R 4 . 0 ' R3.0' R10 . 0 'R11.0'R12.0'R98.3'R5.7'R 5 . 0 ' R20.0' R 1 5 . 0 ' R 5 . 0 ' 5.0'6.3'7.0'24.0'7.0'18.0'7.0'TYP. PROPOSED DRAINAGE AND UTILITY EASEMENT EXISTING DRAINAGE & UTILITY EASEMENT EXISTING DRAINAGE & UTILITY EASEMENT EXISTING DRAINAGE & UTILITY EASEMENT EXISTING ACCESS EASEMENT A N A A A A A A R N N M J M G J M M M L N N N N N N N N A A U H L A F F L L PROPOSED DRAINAGE & UTILITY EASEMENT16.0'15.1'87.3'88.2'14.9'B B B B B B B B B B V 24.0'24.0' R45.0' L PREPARED FORSITE PLANC400LAKEVILLEMEDICAL OFFICEKAMI INC.LAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.MIKE BRANDT, P.E.03/01/202242661DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16083900503/01/2022AS SHOWNCJJCJJMCBBUILDING DATA SUMMARY AREAS PROPOSED PROPERTY 4.46 AC BUILDING AREA 44,000 SF (22.6% OF TOTAL PROPERTY AREA) PARKING REQUIRED PARKING 198 SPACES @ 1/200 SF PROPOSED PARKING 263 SPACES @ 5.98 RATIO ADA STALLS REQ'D / PROVIDED 7 STALLS / 10 STALLS PROPERTY SUMMARY LAKEVILLE MEDICAL OFFICE TOTAL PROPERTY AREA 4.46 AC PROPOSED IMPERVIOUS AREA WITHIN PROPERTY AREA 2.80 AC PROPOSED PERVIOUS AREA WITHIN PROPERTY AREA 1.66 AC TOTAL DISTURBED AREA 4.10 AC ZONING SUMMARY EXISTING ZONING C-3 (GENERAL COMMERCIAL) PROPOSED ZONING C-3 (GENERAL COMMERCIAL) PARKING SETBACKS SIDE INTERIOR = 15' REAR = 10' FRONT/PUBLIC ROW = 15' BUILDING SETBACKS SIDE INTERIOR = 10' REAR = 10' FRONT/PUBLIC ROW = 30' PROPOSED CURB AND GUTTER PROPERTY LINE PROPOSED FENCE SETBACK LINE RETAINING WALL PROPOSED STANDARD DUTY ASPHALT PROPOSED HEAVY DUTY CONCRETE PAVEMENT PROPOSED CONCRETE SIDEWALK LEGEND PROPOSED HEAVY DUTY ASPHALT This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Kami\Lakeville Medical Office\3 Design\CAD\PlanSheets\C4-SITE PLAN.dwg March 01, 2022 - 1:41pm©BYREVISIONSNo.DATE1CITY COMMENTS03/01/2022 CJJPRELIMINARY - NOT FOR CONSTRUCTIONSITE PLAN NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. ALL INNER CURBED RADII ARE TO BE 3' AND OUTER CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. STRIPED RADII ARE TO BE 5'. 4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY <SURVEYOR>, DATED XX/XX/XXXX. KIMLEY-HORN ASSUMES NO LIABILITY FOR ANY ERRORS, INACCURACIES, OR OMISSIONS CONTAINED THEREIN. 8. TOTAL LAND AREA IS 4.47 ACRES. 9. PYLON / MONUMENT SIGNS SHALL BE CONSTRUCTED BY OTHERS. SIGNS ARE SHOWN FOR GRAPHICAL & INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO VERIFY SIZE, LOCATION AND ANY REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE PYLON / MONUMENT SIGN. 10. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 11. NO PROPOSED LANDSCAPING SUCH AS TREES OR SHRUBS, ABOVE AND UNDERGROUND STRUCTURES, OR OTHER OBSTRUCTIONS SHALL BE LOCATED WITHIN EXISTING OR PROPOSED UTILITY EASEMENTS AND RIGHTS OF WAY UNLESS SPECIFICALLY NOTED ON PLANS OTHERWISE. 12. REFERENCE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE DETAILS. 13. REFER TO FINAL PLAT OR ALTA SURVEY FOR EXACT LOT AND PROPERTY BOUNDARY DIMENSIONS. 14. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 15. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 16. ALL PARKING STALLS TO BE 9' IN WIDTH AND 20' IN LENGTH UNLESS OTHERWISE INDICATED.NORTHKEYNOTE LEGEND PROPOSED B612 CURB AND GUTTER CROSSWALK STRIPING PER STRIPING NOTES ADA STALL/STRIPING STOP SIGN, SEE DETAIL SHEET. WITH STOP BAR. INTEGRAL SIDEWALK SOLID WHITE ARROW PAVEMENT MARKINGS PAD-MOUNTED TRANSFORMER LIGHT POLE BASE. SEE ELECTRICAL PLAN FOR DETAIL. A B C D E F G H M N O Q R P PEDESTRIAN CURB RAMP NOT USED FLUSH CURB L I J K OUTFALL CURB 4" WHITE SOLID LINE 6" BOLLARD, SEE DETAIL SHEET. LOADING SPACES T U DRIVEWAY APRON PER CITY OF LAKEVILLE STANDARD PLATE LV-ST-4 V ADA ACCESSIBLE SIGN AND POST, SEE DETAILS. W X NOT USED NOT USED NOT USED PROPOSED SITE LIGHT (BY OTHERS) PROPOSED BIG BLOCK RETAINING WALL WITH FENCE (DESIGN BY OTHERS). SEE DETAILS. NOT USED NOT USED 1 EXHIBIT F STAIR 1 STAIR 3 MECHANICAL& ELECTRICALLOADING DOCK JAN.E6BCFDA2345781MEDICAL OFFICE BUILDING (2-STORY) ±44,000 SF FFE: 1024.0' LOT 1 ±4.47 AC.NO PARKINGNO PARKING NO PARKING T PRIVATE DRIVE SOUTH FOREBAY SOUTH FILTRATION BASIN ENUE ROW DEDICATION ± 2.11 AC NO PARKING NO PARKINGNO PARKINGDPRIVATE DRIVE SOUTH FOREBAY SOUTH FILTRATION BASIN ENUE ROW DEDICATION ± 2.11 AC 1019.91G:1016.42 1015.52 1015.82 1017.49 1018.08 EOF: 1018.13 1017.691017.69 1018.931018.77 1018.00 EOF: 1020.001019.86 1020.401020.35 1020.69 1021.00 1021.28 1021.28 1020.58 1021.38 1021.35 1021.45 1021.28 1019.26 1019.70 1020.06 1020.671020.58 1021.71 1021.67 1022.40 1022.46 1022.40T/G:1022.64 T/G:1022.84 1022.92 1022.58 1022.61 1023.061023.07 1022.99 1022.93 1022.90 1023.01 G:1022.68 T/G:1023.00 1023.09 T/G:1023.00 T/G:1023.00 1022.70 1022.70 1023.09 1023.92 1023.92 T/G:1023.50 1023.10 FFE:1024.00 FFE:1024.00 FFE:1024.00 1022.64 1022.99 1023.45 1023.451022.99 1020.35 1020.65 1021.25 1022.00 1022.60 G:1021.80 1020.13 1019.01 1021.66 1021.38 1022.01 1022.25 1022.33 1022.16 1023.40 1021.02 1024.00 1023.56 1023.20 1022.45 1021.97 1022.46 GRADE BREAK 1023.92 1023.92 G:1023.33 G:1021.63 1021.71 1021.38 1020.78 1023.33 1022.74 1022.83 1023.33 1023.92 GRADE BREAK 1022.53 1021.37 1021.14 1021.22 1021.00 T/G:1023.82 T/G:1023.82 4 . 5 0%2.88% 2.78% 2.89% 3.09% 3.56%2.54%1.85%1.18% 4. 0 1 % 3. 6 8 %102010161017101810191021 10201017101810191021 1022 10221022 10231.46%1.46%1.33%1.61%2.90 % 2.46% EXPOSED FOUNDATION 1010101510201007100810091011101210131014101610171018101910211022102310251024 1026 1027 1028 1020 1019 1021 1022 1023 10246.50% 3 2 . 6 6 % 3.3 8 %5.02%2.58%1023.45 1023.451022.98 1022.98 1021.50 EOF:1016.02 ME: 1018.06 ME: 1017.60 10 2 2 102 3 102 1 102 0 1020102110181018 1019 1019 1020101710181019T/G:1022.37 1022.15 T/G:1022.39 1022.17 1022.84 TW:1017.00 BW:1013.75TW:1013.21 BW:1012.93 TW:1018.61 BW:1018.37 G:1018.714 : 1 4:14:16:11.59%1.68%1. 6 0% EOF:1021.50 EOF:1021.88 EOF:1021.28 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Kami\Lakeville Medical Office\3 Design\CAD\PlanSheets\C5-GRADING PLAN.dwg March 01, 2022 - 1:42pm©BYREVISIONSNo.DATE1CITY COMMENTS03/01/2022 CJJPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORGRADING PLANC500LAKEVILLEMEDICAL OFFICEKAMI INC.LAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.MIKE BRANDT, P.E.03/01/202242661DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16083900503/01/2022AS SHOWNCJJCJJMCBNORTH GRADING PLAN NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF LAKEVILLE, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ 1-800-252-1166 AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3. STORM SEWER PIPE SHALL BE AS FOLLOWS: RCP PER ASTM C-76 HDPE: 0" - 10" PER AASHTO M-252 HDPE: 12" OR GREATER PER ASTM F-2306 PVC SCH. 40 PER ASTM D-1785 STORM SEWER FITTINGS SHALL BE AS FOLLOWS: RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 4. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 5. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 7. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 8. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE. 9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 10. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. 11. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 12. INSTALL A MINIMUM OF 4" CLASS 5 AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 13. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF 4" OF TOPSOIL. 14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17. CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 18. ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION 1019.50 OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 19. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 20. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 21. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 22. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER. PROPOSED STORM SEWER PROPOSED STORM SEWER PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR925 PROPOSED SPOT ELEVATION100.00 LEGEND PROPOSED HIGH POINT ELEVATION HP:0.0 PROPOSED LOW POINT ELEVATION PROPOSED GUTTER ELEVATION PROPOSED TOP OF CURB ELEVATION PROPOSED FLUSH PAVEMENT ELEVATION LP:0.0 G:0.00 T:0.00 PROPOSED EMERGENCY OVERFLOW T/G:0.0 EOF:0.0 0.0%PROPOSED DRAINAGE DIRECTION 0.00%PROPOSED ADA SLOPE ME:0.0 MATCH EXISTING ELEVATION PROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION CO D EXHIBIT G STAIR 1 STAIR 3 MECHANICAL& ELECTRICALLOADING DOCK JAN.E6BCFDA2345781MEDICAL OFFICE BUILDING (2-STORY) ±44,000 SF FFE: 1024.0' LOT 1 ±4.47 AC. T ENUE ROW DEDICATION ± 2.11 AC DENUE ROW DEDICATION ± 2.11 AC ST-6 CB 24"X36" RE:1021.02 IE:1017.50 E ST-16 STMH RE:1022.28 IE:1015.70 N IE:1015.70 SW ST-1 CB 24"X36" RE:1019.80 IE:1015.00 E ST-4 CBMH CONNECT TO EXISTING STORM SEWER. CONTRACTOR TO VERIFY EXISTING INVERT ELEVATIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. RE:1019.48 IE:1009.33 N ST-10 CB 24"X36" RE:1018.98 IE:1016.58 SE ST-2 CBMH RE:1017.79 IE:1011.25 W IE:1011.25 NE IE:1011.25 S ST-5 CB 24"X36" RE:1015.57 IE:1012.00 SW 80 LF - 15" HDPE @ 4.69% 150 LF - 24" HDPE @ 1.28% 59 LF - 15" HDPE @ 1.28% 118 LF - 15" HDPE @ 0.50% 49 LF - 15" HDPE @ 0.50%46 LF - 18" HDPE @ 0.41%10211022102210221020102010161017101710181018101910191021102110221022102310231025 10231024 10261027 1022102310231015101110121013101410161017 1018 1019 10191019 10201019 10171017101810221023ST-17 CBMH RE:1021.41 IE:1016.33 NW IE:1016.33 S 120 LF - 15" HDPE @ 0.53% 120 LF - 15" HDPE @ 0.50% ST-18 CBMH RE:1021.61 IE:1016.91 W IE:1018.16 N IE:1016.91 E ST-11 CBMH RE:1020.79 IE:1015.36 SW IE:1015.51 NE IE:1016.31 W EXISTING INFILTRATION BASIN EXISTING FOREBAY PERFORATED DRAIN TILE PERFORATED DRAIN TILE PERFORATED DRAIN TILE, TYP PERFORATED DRAIN TILE, TYP PERFORATED DRAIN TILE, TYP CO67 LF - 15" PVC SCH 40 @ 2.00% ST-19 STRM CO RE:1023.92 IE:1019.50 S This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Kami\Lakeville Medical Office\3 Design\CAD\PlanSheets\C5-STORM SEWER PLAN.dwg March 01, 2022 - 1:42pm©BYREVISIONSNo.DATE1CITY COMMENTS03/01/2022 CJJPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORSTORM SEWERPLANC501LAKEVILLEMEDICAL OFFICEKAMI INC.LAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.MIKE BRANDT, P.E.03/01/202242661DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16083900503/01/2022AS SHOWNCJJCJJMCBPROPOSED STORM MANHOLE (SOLID CASTING) PROPOSED STORM MANHOLE (ROUND INLET CASTING) PROPOSED STORM SEWER PROPERTY LINE LEGEND PROPOSED SANITARY SEWER PROPOSED WATERMAIN CO PROPOSED STORM MANHOLE/ CATCH BASIN (CURB INLET CASTING) PROPOSED STORM SEWER CLENOUT PROPOSED RIPRAP PROPOSED FLARED END SECTION D GRADING PLAN NOTES 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY OF LAKEVILLE, SPECIFICATIONS AND BUILDING PERMIT REQUIREMENTS. 2. CONTRACTOR TO CALL GOPHER STATE CALL ONE @ <1-800-252-1166> AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION/CONSTRUCTION FOR UTILITY LOCATIONS. 3. STORM SEWER PIPE SHALL BE AS FOLLOWS: RCP PER ASTM C-76 HDPE: 0" - 10" PER AASHTO M-252 HDPE: 12" OR GREATER PER ASTM F-2306 PVC SCH. 40 PER ASTM D-1785 STORM SEWER FITTINGS SHALL BE AS FOLLOWS: RCP PER ASTM C-76, JOINTS PER ASTM C-361, C-990, AND C-443 HDPE PER ASTM 3212 PVC PER ASTM D-3034, JOINTS PER ASTM D-3212 4. CONTRACTOR TO FIELD VERIFY THE LOCATIONS AND ELEVATIONS OR EXISTING UTILITIES AND TOPOGRAPHIC FEATURES PRIOR TO THE START OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PROJECT ENGINEER OF ANY DISCREPANCIES OR VARIATIONS. 5. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES. WHEN PLACING NEW SURFACE MATERIAL ADJACENT TO EXISTING PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING OF EXISTING PAVEMENT. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HORIZONTAL AND VERTICAL CONTROL. 7. CONTRACTOR SHALL EXCAVATE DRAINAGE TRENCHES TO FOLLOW PROPOSED STORM SEWER ALIGNMENTS. 8. GRADES SHOWN ARE FINISHED GRADES. CONTRACTOR SHALL ROUGH GRADE TO SUBGRADE ELEVATION AND LEAVE STREET READY FOR SUBBASE. 9. ALL EXCESS MATERIAL, BITUMINOUS SURFACING, CONCRETE ITEMS, ANY ABANDONED UTILITY ITEMS, AND OTHER UNSTABLE MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF THE CONSTRUCTION SITE. 10. REFER TO THE UTILITY PLAN FOR SANITARY SEWER MAIN, WATER MAIN SERVICE LAYOUT AND ELEVATIONS AND CASTING / STRUCTURE NOTATION. 11. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF PAVEMENTS AND CURB AND GUTTER WITH SMOOTH UNIFORM SLOPES TO PROVIDE POSITIVE DRAINAGE. 12. INSTALL A MINIMUM OF <4" CLASS 5> AGGREGATE BASE UNDER CURB AND GUTTER AND CONCRETE SIDEWALKS. 13. UPON COMPLETION OF EXCAVATION AND FILLING, CONTRACTOR SHALL RESTORE ALL STREETS AND DISTURBED AREAS ON SITE. ALL DISTURBED AREAS SHALL BE RE-VEGETATED WITH A MINIMUM OF <4" OF TOPSOIL>. 14. ALL SPOT ELEVATIONS/CONTOURS ARE TO GUTTER / FLOW LINE UNLESS OTHERWISE NOTED. 15. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO CURRENT ADA STATE/NATIONAL STANDARDS. IN NO CASE SHALL ACCESSIBLE RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2% . IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5%. IN NO CASE SHALL ACCESSIBLE PARKING STALLS OR AISLES EXCEED 2% (1.5% TARGET) IN ALL DIRECTIONS. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS AND GATES SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET IN ANY LOCATION PRIOR TO PAVING. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A COMPLIANCE ISSUES. 16. MAINTAIN A MINIMUM OF 0.5% GUTTER SLOPE TOWARDS LOW POINTS. 17. CONTRACTOR TO PROVIDE 3" INSULATION BY 5' WIDE CENTERED ON STORM PIPE IF LESS THAN 4' OF COVER IN PAVEMENT AREAS AND LESS THAN 3' OF COVER IN LANDSCAPE AREAS. 18. ROOF DRAIN INVERT CONNECTIONS AT THE BUILDING SHALL BE AT ELEVATION <XXX.XX> OR LOWER UNLESS NOTED OTHERWISE. REFERENCE MEP PLANS FOR ROOF DRAIN CONNECTION. 19. ALL STORM SEWER CONNECTIONS SHALL BE GASKETED AND WATER TIGHT INCLUDING MANHOLE CONNECTIONS. 20. ALL STORM SEWER PIPE SHALL BE AIR TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE. 21. MAINTAIN A MINIMUM OF 1.25% SLOPE IN BITUMINOUS PAVEMENT AREAS, 0.5% SLOPE IN CONCRETE PAVEMENT AREAS. 22. CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "INFALL CURB" WHERE PAVEMENT DRAINS TOWARD GUTTER, AND "OUTFALL" CURB WHERE PAVEMENT DRAINS AWAY FROM GUTTER.NORTHPROPOSED PERFORATED DRAIN TILE EXHIBIT H CO CO STAIR 1 STAIR 3 MECHANICAL& ELECTRICALLOADING DOCK JAN.E6BCFDA2345781MEDICAL OFFICE BUILDING (2-STORY) ±44,000 SF FFE: 1024.0' LOT 1 ±4.47 AC. T ENUE ROW DEDICATION ± 2.11 ACENUE ROW DEDICATION ± 2.11 AC HYDRANT WITH GATE VALVE 6"x6"x6" TEE 6" GATE VALVE 6" FIRE SERVICE CONNECTION, SEE MEP PLANS FOR CONTINUATION 2" DOMESTIC SERVICE CONNECTION, SEE MEP PLANS FOR CONTINUATION 6" VALVE 2" CORP AND CURB STOP 6" PVC C-900 WATERMAIN CONNECT TO EXISTING WATERMAIN STUB. CONTRACTOR TO VERIFY LOCATION PRIOR TO INSTALLATION. SS-1 CLEANOUT RE:1023.94 IE:1008.32 NE SS-2 CONNECT TO EXISTING SSWR CLEANOUT. CONTRACTOR TO VERIFY EXISTING INVERT ELEVATION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. RE:1021.81 IE:1004.29 SW IE:1004.19 NE 40 LF - 6" PVC @ 10.00% 6" PVC C-900 WATERMAIN 6" PVC C-900 WATERMAIN 6" PVC C-900 WATERMAIN CONNECT TO EXISTING WATERMAIN STUB. CONTRACTOR TO VERIFY LOCATION PRIOR TO INSTALLATION. PIPE CROSSING LOWER WATERMAIN TO MAINTAIN MINIMUM 18" VERTICAL SEPARATION PIPE CROSSING LOWER WATERMAIN TO MAINTAIN MINIMUM 18" VERTICAL SEPARATION PIPE CROSSING 12" STORM IE: 1016.31 6" SANITARY TOP: 1004.39 CLEAR: 11.92' CONNECT PRIVATE UTILITIES TO EXISTING SERVICE LINES (BY OTHERS) PIPE CROSSING LOWER WATERMAIN TO MAINTAIN MINIMUM 18" VERTICAL SEPARATION11.3'This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Kami\Lakeville Medical Office\3 Design\CAD\PlanSheets\C6-UTILITY PLAN.dwg March 01, 2022 - 1:43pmBYREVISIONSNo.DATE1CITY COMMENTS03/01/2022 CJJPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORUTILITY PLANC600LAKEVILLEMEDICAL OFFICEKAMI INC.LAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALENGINEER UNDER THE LAWS OF THE STATE OFMINNESOTA.MNLIC. NO.MIKE BRANDT, P.E.03/01/202242661DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16083900503/01/2022AS SHOWNCJJCJJMCBUTILITY PLAN NOTES 1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 2. SANITARY SEWER PIPE SHALL BE AS FOLLOWS: 8" PVC SDR35 PER ASTM D-3034, FOR PIPES LESS THAN 12' DEEP 8" PVC SDR26 PER ASTM D-3034, FOR PIPES MORE THAN 12' DEEP 6" PVC SCHEDULE 40 PER ASTM D-1785 DUCTILE IRON PIPE PER AWWA C150 3. WATER LINES SHALL BE AS FOLLOWS: 6" AND LARGER, PVC C-900 PER ASTM D 2241 CLASS 200 UNDER COUNTY ROADS, OTHERWISE CLASS 150 4" AND LARGER DUCTILE IRON PIPE PER AWWA C150 SMALLER THAN 3" PIPING SHALL BE COPPER TUBE TYPE "K" PER ANSI 816.22 OR PVC, 200 P.S.I., PER ASTM D1784 AND D2241. 4. MINIMUM TRENCH WIDTH SHALL BE 2 FEET. 5. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING, WITH STAINLESS STEEL OR COBALT BLUE BOLTS, OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT DOCUMENTS. 6. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE). 7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 7'-5" COVER ON ALL WATERLINES. 8.IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY LINES, STORM LINES AND GAS LINES, OR ANY OBSTRUCTION (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE SCH. 40 OR C900 WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EITHER SIDE OF THE CENTER LINE OF THE CROSSING. THE WATER LINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE FASTENERS AS REQUIRED TO PROVIDE A MINIMUM OF 18" VERTICAL SEPARATION. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 9. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 10. TOPS OF MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS, AND TO BE ONE FOOT ABOVE FINISHED GROUND ELEVATIONS, IN GREEN AREAS, WITH WATERTIGHT LIDS. 11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 12. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 13. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 14. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF LAKEVILLE AND/OR STATE OF MN WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 15. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 16. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. 17. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 18. CONTRACTOR SHALL REFERENCE ARCH / MEP PLANS FOR SITE LIGHTING AND ELECTRICAL PLAN. 19. BACKFLOW DEVICES (DDCV AND PRZ ASSEMBLIES) AND METERS ARE LOCATED IN THE INTERIOR OF THE BUILDING. REF. ARCH / MEP PLANS. 20. ALL ONSITE WATERMAINS AND SANITARY SEWERS SHALL BE PRIVATELY OWNED AND MAINTAINED. 21. ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. SANITARY SEWER MANHOLE STORM SEWER SANITARY SEWER WATERMAIN GATE VALVE HYDRANT TEE REDUCER UNDERGROUND ELECTRIC TELEPHONE GAS MAIN STORM SEWER LEGEND CO SANITARY CLEANOUTCO EXISTING PROPOSED NORTHEXHIBIT I LANDSCAPE KEYNOTESLANDSCAPE LEGEND EXISTING DECIDUOUS TREE (TYP.) EXISTING CONIFEROUS TREE (TYP.) EXISTING SHRUB (TYP.) EDGER (TYP.) APPROXIMATE LIMITS OF SOD / IRRIGATION, SOD ALL DISTURBED AREAS (TYP.) SEED/ SOD EDGE (TYP.) A LANDSCAPE KEYNOTES EDGER (TYP.) DOUBLE SHREDDED HARDWOOD MULCH (TYP.) ROCK MULCH (TYP.) SOD (TYP.) MAINTENANCE STRIP (TYP.) A B C D E 6 - BOL 1 - HCK11 - DBH 1 - HCK7 - GLS 19 - PDS 1 - HCK 1 - PFC19 - PDS 1 - HCK 4 - DBH 9 - PDS 6 - GLS4 - BLC9 - KFG9 - PDS 4 - DBH 1 - HCK 5 - IHL 8 - BLC 9 - KFG9 - KFG9 - KFG 11 - WLC9 - WLC 66 - DAY14 - PDS2 - ALS 66 - DAY14 - PDS2 - ALS 12 - PDS8 - DBH2 - PFC 5 - GLS 5 - WLC15 - KFG23 - PDS2 - PFC3 - TAU24 - BES8 - KFG 3 - TAU7 - KFG 4 - ANH 7 - KFG 4 - ANH 19 - BES 7 - WLC9 - KFG16 - KFG 3 - TAU 3 - ANH 3 - TAU8 - KFG 3 - TAU 3 - TAU 3 - TAU 3 - ANH 8 - KFG 8 - KFG9 - BES9 - BES 3 - ANH 8 - KFG3 - TAU13 - BES 8 - KFG3 - TAU 13 - BES 4 - ANH 3 - TAU8 - KFG 3 - TAU4 - SGJ18 - BES18 - BES8 - KFG8 - KFG 43 - DAY23 - PDS 43 - DAY23 - PDS 2 - PFC 1 - IHL 1 - IHL 2 - QUA 2 - QUA 2 - QUA 2 - QUA 3 - WHP 12 - KFG8 - SGJ 8 - SGJ 8 - BLC 10 - GLS 10 - GLS 8 - GLS 34 - BES 21 - BES 3 - FDD 5 - LCN5 - BLC 5 - FDD 5 - LCN 5 - BLC 5 - FDD 5 - LCN 5 - BLC 5 - FDD 5 - LCN 5 - BLC 5 - FDD 5 - LCN 5 - BLC 5 - FDD 5 - LCN 5 - BLC 5 - FDD 5 - LCN 5 - BLC 5 - FDD 5 - LCN 5 - BLC 5 - FDD STAIR 1 STAIR 3 MECHANICAL& ELECTRICALLOADINGDOCK JAN.MEDICAL OFFICE BUILDING (2-STORY) ±44,000 SF FFE: 1024.0' LOT 1 ±4.47 AC.NO PARKINGNO PARKING NO PARKING T NO PARKING NO PARKINGNO PARKINGA B B B B B B B B B B B B B D D D D D D EXISTING STORMWATER MANAGEMENT B B B A A A DD CONIFEROUS TREE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE WHP 3 PINUS STROBUS WHITE PINE B & B 8` HT. ORNAMENTAL TREE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE ALS 5 AMELANCHIER X GRANDIFLORA `AUTUMN BRILLANCE` AUTUMN BRILLANCE SERVICEBERRY CLUMP B & B 8` HT. PFC 8 MALUS X `PRAIRIFIRE`PRAIRIFIRE CRAB APPLE B & B 2" CAL. QUA 9 POPULUS TREMULOIDES QUAKING ASPEN B & B 2" CAL. OVERSTORY TREE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE ABM 6 ACER X FREEMANII `AUTUMN BLAZE`AUTUMN BLAZE MAPLE B & B 2.5" CAL. HCK 5 CELTIS OCCIDENTALIS COMMON HACKBERRY B & B 2.5" CAL. IHL 7 GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL` IMPERIAL HONEYLOCUST B & B 2.5" CAL. CONIFEROUS SHRUBS QTY BOTANICAL NAME COMMON NAME CONT SPACING SGJ 24 JUNIPERUS CHINENSIS `SEA GREEN`SEA GREEN JUNIPER #5 CONT. 5` O.C. TAU 33 TAXUS X MEDIA `TAUNTONII`TAUTON YEW #5 CONT. 5` O.C. DECIDUOUS SHRUBS QTY BOTANICAL NAME COMMON NAME CONT SPACING PLANT KEY DECIDUOUS SHRUBS QTY BOTANICAL NAME COMMON NAME CONT SPACING ANH 21 HYDRANGEA ARBORESCENS `ANNABELLE`ANNABELLE HYDRANGEA #5 CONT. 4` O.C. BLC 60 ARONIA MELANOCARPA `IROQUOIS BEAUTY` TM IROQUOIS BEAUTY BLACK CHOKEBERRY #5 CONT. 4` O.C. DBH 27 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE #5 CONT. 3` O.C. FDD 45 CORNUS SERICEA 'BAILADELINE' TM FIREDANCE RED TWIG DOGWOOD #5 CONT. 4` O.C. GLS 46 RHUS AROMATICA `GRO-LOW`GRO-LOW FRAGRANT SUMAC #5 CONT. 4` O.C. LCN 42 PHYSOCARPUS OPULIFOLIUS 'PODARAS 3' TM LEMON CANDY DWARF NINEBARK #5 CONT. 4` O.C. PERENNIALS QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING BES 176 RUDBECKIA FULGIDA `GOLDSTURM`BLACK-EYED SUSAN #1 CONT 18" o.c. DAY 212 HEMEROCALLIS X `APRICOT SPARKLES`APRICOT SPARKLES DAYLILY #1 CONT.15" o.c. KFG 174 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` KARL FOERSTER FEATHER REED GRASS #1 CONT 30" o.c. PDS 176 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED #1 CONT 24" o.c. WLC 32 NEPETA X FAASSENII `WALKERS LOW`WALKERS LOW CATMINT #1 CONT 30" o.c.This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Kami\Lakeville Medical Office\3 Design\CAD\PlanSheets\L1-LANDSCAPE PLAN.dwg March 01, 2022 - 1:44pmBYREVISIONSNo.DATE1CITY COMMENTS03/01/2022 CJJPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPE PLANL100LAKEVILLEMEDICAL OFFICEKAMI INC.LAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.MITCHELL G. COOKAS, PLA03/01/202256522DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16083900503/01/2022AS SHOWNCFKCFKMGCROOF OVERHANG REQUIRED LANDSCAPE: DECORATIVE MULCH AND / OR FOUNDATION PLANTINGS ROOF OVERHANG PROVIDED LANDSCAPE: DECORATIVE MULCH AND / OR FOUNDATION PLANTINGS PERIMETER TREES REQUIRED:DECIDUOUS TREES NOT MORE THAN 40' APART CONIFEROUS TREES NOT MORE THAN 15' APART PERIMETER TREES PROVIDED:DECIDUOUS TREES NOT MORE THAN 40' APART CONIFEROUS TREES NOT MORE THAN 15' APART *CONIFEROUS TREES MAY REPLACE SOME DECIDUOUS TREES TO PROVIDE YEAR AROUND SCREENING INTERIOR LANDSCAPE AREA REQUIRED:9,598 SF = 191,942 SF OFF STREET PARKING AREA / 100) * 5 INTERIOR LANDSCAPE AREA PROVIDED:4,147 SF *MINIMUM DIMENSION OF LANDSCAPE AREA IS NINE (9) FEET IN ANY DIRECTION, MEASURED FROM BACK OF CURB. MINIMUM LANDSCAPE AREA IS ONE HUNDRED SIXTY (160) SQUARE FEET. LANDSCAPING SHALL BE SETBACK 2' FROM PARKING STALLS. LANDSCAPE SUMMARY NORTH1 EXHIBIT J CONIFEROUS TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE WHP 3 PINUS STROBUS WHITE PINE B & B 8` HT. ORNAMENTAL TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE ALS 5 AMELANCHIER X GRANDIFLORA `AUTUMN BRILLANCE` AUTUMN BRILLANCE SERVICEBERRY CLUMP B & B 8` HT. PFC 8 MALUS X `PRAIRIFIRE`PRAIRIFIRE CRAB APPLE B & B 2" CAL. QUA 9 POPULUS TREMULOIDES QUAKING ASPEN B & B 2" CAL. OVERSTORY TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL/SIZE ABM 6 ACER X FREEMANII `AUTUMN BLAZE`AUTUMN BLAZE MAPLE B & B 2.5" CAL. HCK 5 CELTIS OCCIDENTALIS COMMON HACKBERRY B & B 2.5" CAL. IHL 7 GLEDITSIA TRIACANTHOS VAR. INERMIS `IMPERIAL` IMPERIAL HONEYLOCUST B & B 2.5" CAL. CONIFEROUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SGJ 24 JUNIPERUS CHINENSIS `SEA GREEN`SEA GREEN JUNIPER #5 CONT. 5` O.C. TAU 33 TAXUS X MEDIA `TAUNTONII`TAUTON YEW #5 CONT. 5` O.C. DECIDUOUS SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING ANH 21 HYDRANGEA ARBORESCENS `ANNABELLE`ANNABELLE HYDRANGEA #5 CONT. 4` O.C. BLC 60 ARONIA MELANOCARPA `IROQUOIS BEAUTY` TM IROQUOIS BEAUTY BLACK CHOKEBERRY #5 CONT. 4` O.C. DBH 27 DIERVILLA LONICERA DWARF BUSH HONEYSUCKLE #5 CONT. 3` O.C. FDD 45 CORNUS SERICEA 'BAILADELINE' TM FIREDANCE RED TWIG DOGWOOD #5 CONT. 4` O.C. GLS 46 RHUS AROMATICA `GRO-LOW`GRO-LOW FRAGRANT SUMAC #5 CONT. 4` O.C. LCN 42 PHYSOCARPUS OPULIFOLIUS 'PODARAS 3' TM LEMON CANDY DWARF NINEBARK #5 CONT. 4` O.C. PERENNIALS CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING BES 176 RUDBECKIA FULGIDA `GOLDSTURM`BLACK-EYED SUSAN #1 CONT 18" o.c. DAY 212 HEMEROCALLIS X `APRICOT SPARKLES`APRICOT SPARKLES DAYLILY #1 CONT.15" o.c. KFG 174 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` KARL FOERSTER FEATHER REED GRASS #1 CONT 30" o.c. PDS 176 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED #1 CONT 24" o.c. WLC 32 NEPETA X FAASSENII `WALKERS LOW`WALKERS LOW CATMINT #1 CONT 30" o.c. PLANT SCHEDULE PLANT KEY This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Kami\Lakeville Medical Office\3 Design\CAD\PlanSheets\L1-LANDSCAPE DETAILS.dwg March 01, 2022 - 1:45pmBYREVISIONSNo.DATE1CITY COMMENTS03/01/2022 CJJPRELIMINARY - NOT FOR CONSTRUCTIONPREPARED FORLANDSCAPEDETAILSL101LAKEVILLEMEDICAL OFFICEKAMI INC.LAKEVILLEMNDATE:I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPARED BYME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM A DULY LICENSED PROFESSIONALLANDSCAPE ARCHITECT UNDER THE LAWS OFTHE STATE OF MINNESOTA.MNLIC. NO.MITCHELL G. COOKAS, PLA03/01/202256522DATECHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECT16083900503/01/2022AS SHOWNKHAKHAMGCDOUBLE SHREDDED HARDWOOD MULCH NOTES: 2X ROOT BALL WIDTH SOD 4" TOPSOIL PREPARED PLANTING BED AND BACKFILL SOIL (THOROUGHLY LOOSENED) NOTES: 1. SCARIFY SIDES AND BOTTOM OF HOLE. 2. PROCEED WITH CORRECTIVE PRUNING OF TOP AND ROOT. 3. REMOVE CONTAINER AND SCORE OUTSIDE OF SOIL MASS TO REDIRECT AND PREVENT CIRCLING FIBROUS ROOTS. REMOVE OR CORRECT STEM GIRDLING ROOTS. 4. PLUMB AND BACKFILL WITH PLANTING SOIL. 5. WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 6. BACK FILL VOIDS AND WATER SECOND TIME. 7. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 8. MIX IN 3-4" OF ORGANIC COMPOST. 1. SCARIFY SIDES AND BOTTOM OF HOLE. 2. PROCEED WITH CORRECTIVE PRUNING. 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED PLANTING SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. 4. SLIT REMAINING TREATED BURLAP AT 6" INTERVALS. 5. BACKFILL TO WITHIN APPROXIMATELY 12" OF THE TOP OF THE ROOTBALL, THEN WATER PLANT. REMOVE THE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM THE TOP 1/3 OF THE BALL. REMOVE ALL TWINE. REMOVE OR CORRECT STEM GIRDLING ROOTS. 6. PLUMB AND BACKFILL WITH PLANTING SOIL. 7. WATER THOROUGHLY WITHIN 2 HOURS TO SETTLE PLANTS AND FILL VOIDS. 8. BACK FILL VOIDS AND WATER SECOND TIME. 9. PLACE MULCH WITHIN 48 HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 10. FINAL LOCATION OF TREE TO BE APPROVED BY OWNER. PLANTING SOIL ON CENTER SPACINGAS STATED ON PLAN. EXTEND HOLE EXCAVATION WIDTH A MINIMUM OF 6" BEYOND THE PLANTS ROOT SYSTEM. FINISHED GRADE EDGER, AS SPECIFIED TREE PLANTING DETAIL SCALE: N.T.S.L1011 SHRUB / PERENNIAL PLANTING DETAIL SCALE: N.T.S.L1012 MULCH 3/16" X 5" STEEL EDGER 12" STEEL EDGER SPIKE TURF/SOD SUBGRADE 12" STEEL EDGER SPIKE 3/16" X 5" STEEL EDGER4'MULCH TURF/SOD TOP OF EDGER TO BE FLUSH WITH SOD PLANSECTION STEEL EDGER DETAIL SCALE: N.T.S.L1013 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLARE IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLARE. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLARE SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12. PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13. WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14. STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 15. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN/DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 17. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF DOUBLE SHREDDED HARDWOOD MULCH. DOUBLE SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH DOUBLE SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND NATURAL IN COLOR, OR APPROVED EQUAL. ROCK MULCH TO BE RIVER ROCK, 1 1/2" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 18. EDGING TO BE COMMERCIAL GRADE COL-MET (OR EQUAL) STEEL EDGING; 3/16" THICK x 5" TALL, COLOR BLACK, OR SPADED EDGE, AS INDICATED. STEEL EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH TOP OF EDGER AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 19. ALL DISTURBED AREAS TO BE SODDED OR SEEDED, UNLESS OTHERWISE NOTED. PARKING LOT ISLANDS TO BE SODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREES AND SHRUBS. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER MN/DOT SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. 20. PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. SYSTEM SHALL INCLUDE A RAIN SENSOR AND APPROPRIATE TECHNOLOGY. 21. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22. REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 24. MAINTAIN TREES, SHRUBS, AND OTHER PLANTS UNTIL PROJECT COMPLETION, BUT IN NO CASE, LESS THAN FOLLOWING PERIOD; 1 YEAR AFTER PROJECT COMPLETION. MAINTAIN TREES, SHRUBS, AND OTHER PLANTS BY PRUNING, CULTIVATING, AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. RESTORE PLANTING SAUCERS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. RESTORE OR REPLACE DAMAGED WRAPPINGS. SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. REPLENISH MULCH TO THE REQUIRED DEPTH. MAINTAIN LAWNS FOR 45 DAYS AFTER INSTALLING SOD INCLUDING MOWING WHEN SOD RECITES 4” IN HEIGHT. WEED PLANTING BEDS AND MULCH SAUCERS AT MINIMUM ONCE A MONTH DURING THE GROWING SEASON. PROVIDE A MONTHLY REPORT TO THE OWNER ON WEEDING AND OTHER MAINTENANCE RESPONSIBILITIES. 25. SEE ELECTRICAL PLANS FOR SITE LIGHTING. 26. OWNER AND ARCHITECT TO CONFIRM SITE FURNISHINGS SUCH AS BENCHES, TABLES AND CHAIRS, AND TRASH/RECYCLING RECEPTACLES. LANDSCAPE NOTES STAIR 1STAIR 3MECHANICAL& ELECTRICALLOADINGDOCKJAN.E6BCFDA2345781MEDICAL OFFICEBUILDING(2-STORY)±44,000 SFFFE: 1024.0'LOT 1±4.47 AC.NO PARKINGNO PARKINGNO PARKINGTCSAH 23 (CEDAR AVE)PRIVATE DRIVESOUTHFOREBAYSOUTHFILTRATIONBASINCEDAR AVENUE ROW DEDICATION ± 2.11 ACNO PARKINGNO PARKINGNO PARKINGCSAH 23 (CEDAR AVE)PRIVATE DRIVESOUTHFOREBAYSOUTHFILTRATIONBASINCEDAR AVENUE ROW DEDICATION ± 2.11 AC15.0' 8 7 . 3 ' 88.2'C.S.A.H. No. 9(DODD BOULEVARD)GLASGOW BOULEVARD0.0 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 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 0.0 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 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 0.0 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 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 0.0 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 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 0.0 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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0.1 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 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 0.0 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 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 0.2 fc 0.2 fc 0.2 fc 0.2 fc 0.5 fc 0.5 fc 0.5 fc 0.5 fc 1 fc 1 fc 1 fc 1 fc Luminaire Schedule Symbol Qty Label Arrangement Description Tag LLF Luminaire Lumens Luminaire Watts Total Watts 2 AA Back-Back GARDCO ECF-S-48L-900-NW-G2-5 ON 30FT POLE 3FT BASE 0.900 18937 135.1 540.4 3 BB Back-Back GARDCO ECF-S-48L-1_2A-NW-G2-5W ON 30FT POLE 3FT BASE 0.900 23040 182.71 1096.26 6 CC Single GARDCO ECF-S-64L-900-NW-G2-4- HIS ON 30FT POLE 3FT BASE 0.900 19136 177.8 1066.8 1 EE Single STONCO LPW-16-50-NW-G3-4 WALL MOUNT AT 12FT 0.900 4483 47.9 47.9 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min CALC POINTS @ GROUND Illuminance Fc 0.55 5.3 0.0 N.A.N.A. PROPERTY LINE Illuminance Fc 0.48 1.0 0.0 N.A.N.A. NORTH PARKING LOT Illuminance Fc 2.19 3.5 0.8 2.74 4.38 SOUTH PARKING Illuminance Fc 1.98 3.4 1.0 1.98 3.40 PREPARED FORPHOTOMETRICSPLANEX-BLAKEVILLEMEDICAL OFFICEKAMI INC.LAKEVILLEMNThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.SHEET NUMBER 2022 KIMLEY-HORN AND ASSOCIATES, INC.767 EUSTIS STREET, SUITE 100, ST. PAUL, MN 55114PHONE: 651-645-4197WWW.KIMLEY-HORN.COMK:\TWC_LDEV\Kami\Lakeville Medical Office\3 Design\CAD\Exhibits\EX-B - Photometrics Exhibit.dwg March 01, 2022 - 2:54pm©BYREVISIONSNo.DATE1CITY COMMENTS03/01/2022 CJJPRELIMINARY - NOT FOR CONSTRUCTIONEXHIBIT K 1 986543 A D C B 7 F E 6.42 STAIR 1STAIR 1STAIR 3STAIR 3MECHANICAL & ELECTRICALLOADINGDOCK LOBBY VESTIBULE JAN. CORRIDOR SHAFT OPEN TO BELOW STAIR 2 ELEV ELEC STAIR 2 ELEV JAN. SHAFT MEN WOMEN Suite 101 Suite 201 Suite 202 Suite 203 1 986543 A D C B 7 F E 6.42 FIRST FLOOR PLAN DATE REVISIONS #PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF .CERTIFICATIONTHIS DOCUMENT IS ANINSTRUMENT OF SERVICEAND IS THE PROPERTY OFAMCON CONSTUCTION CO.AND MAY NOT BE USED ORREPRODUCED WITHOUTPRIOR WRITTEN CONSENT.AMCON CONST. CO.All rights reserved10 6 7 8 9 5 4 3 2 1 DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING5565 BLAINE AVENUEINVER GROVE HEIGHTS, MINNESOTA 55076PHONE: 651-379-9090FAX: 651-379-9091PRELIMINARY/NOT FOR CONSTRUCTION PERMIT/BID SET CONSTRUCTION SET AS-BUILT SET NOT TO SCALE DRAWN BY:©11 12 13 14 21037ARCHITECTMINNESOTA --mh2022DATE PRELIMINARY FLOOR PLANS 24 JAN 2022 SECOND FLOOR PLAN EXHIBIT L A D FCBE CAB BRICK COLOR: TBD CULTURED STONE 1 (LIGHT) COLOR: TBD CULTURED STONE 2 (DARK) COLOR: TBD NICHIHA FIBER CEMENT PANEL - COLOR: ONYX MODEL: MIRAIA ALUMINUM COMPOSITE PANEL 2 (NATURAL BRUSHED) MODEL: TBD METAL CORNICE COLOR: BLACK ANODIZED ALUMINUM WINDOW/CURTAIN WALL SYSTEM COLOR: BLACK MECHANICAL SCREEN - METAL PANELS COLOR: TBD INSULATED SECTIONAL OVERHEAD DOOR COLOR: BLACK EXTERIOR FINISH SCHEDULE A B C D E F G H J A A B CB DD D D E FF FF G G G GGD H HJ EXTERIOR FINISH CALCULATION BRICK 8,075 SF 32% CULTURED STONE 7,865 SF 31% NICHIHA PANEL 2,296 SF 9% ALUMINUM COMPOSITE PANEL 214 SF 1% METAL CORNICE 586 SF 2% MECHANICAL SCREEN 2,100 SF 8% WINDOWS/DOORS 4,244 SF 17% 1 875426 936.4 DATE REVISIONS #PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF .CERTIFICATIONTHIS DOCUMENT IS ANINSTRUMENT OF SERVICEAND IS THE PROPERTY OFAMCON CONSTUCTION CO.AND MAY NOT BE USED ORREPRODUCED WITHOUTPRIOR WRITTEN CONSENT.AMCON CONST. CO.All rights reserved10 6 7 8 9 5 4 3 2 1 DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING5565 BLAINE AVENUEINVER GROVE HEIGHTS, MINNESOTA 55076PHONE: 651-379-9090FAX: 651-379-9091PRELIMINARY/NOT FOR CONSTRUCTION PERMIT/BID SET CONSTRUCTION SET AS-BUILT SET NOT TO SCALE DRAWN BY:©11 12 13 14 21037ARCHITECTMINNESOTA --mh2022DATE PRELIMINARY ELEVATIONS 24 JAN 2022EAST ELEVATION NORTH ELEVATION EXHIBIT K 1875432 ADFCBE 6 A A A CB CB DD D D E F F F F G G G G DD D H H EXTERIOR FINISH CALCULATION BRICK 8,075 SF 32% CULTURED STONE 7,865 SF 31% NICHIHA PANEL 2,296 SF 9% ALUMINUM COMPOSITE PANEL 214 SF 1% METAL CORNICE 586 SF 2% MECHANICAL SCREEN 2,100 SF 8% WINDOWS/DOORS 4,244 SF 17% A B C D E F G H J EXTERIOR FINISH SCHEDULE BRICK COLOR: TBD CULTURED STONE 1 (LIGHT) COLOR: TBD CULTURED STONE 2 (DARK) COLOR: TBD NICHIHA FIBER CEMENT PANEL - COLOR: ONYX MODEL: MIRAIA ALUMINUM COMPOSITE PANEL 2 (NATURAL BRUSHED) MODEL: TBD METAL CORNICE COLOR: BLACK ANODIZED ALUMINUM WINDOW/CURTAIN WALL SYSTEM COLOR: BLACK MECHANICAL SCREEN - METAL PANELS COLOR: TBD INSULATED SECTIONAL OVERHEAD DOOR COLOR: BLACK 9 DATE REVISIONS #PROJECT NO.I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISIONAND THAT I AM A DULY LICENSEDUNDER THE LAWS OF THE STATE OF .CERTIFICATIONTHIS DOCUMENT IS ANINSTRUMENT OF SERVICEAND IS THE PROPERTY OFAMCON CONSTUCTION CO.AND MAY NOT BE USED ORREPRODUCED WITHOUTPRIOR WRITTEN CONSENT.AMCON CONST. CO.All rights reserved10 6 7 8 9 5 4 3 2 1 DESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING5565 BLAINE AVENUEINVER GROVE HEIGHTS, MINNESOTA 55076PHONE: 651-379-9090 FAX: 651-379-9091PRELIMINARY/NOT FOR CONSTRUCTION PERMIT/BID SET CONSTRUCTION SET AS-BUILT SET NOT TO SCALE DRAWN BY:©11 12 13 14 21037ARCHITECTMINNESOTA --mh2022DATE PRELIMINARY ELEVATIONS 24 JAN 2022 SOUTH ELEVATION WEST ELEVATION Dakota County Surveyor’s Office Western Service Center 14955 Galaxie Avenue Apple Valley, MN 55124 952.891-7087 Fax 952.891-7127 www.co.dakota.mn.us April 8, 2019 City of Lakeville 20195 Holyoke Ave. Lakeville, MN 55044 Re: CEDAR AND DODD RETAIL SECOND ADDITION The Dakota County Plat Commission met on April 1, 2019, to consider the preliminary plat of the above referenced plat. The plat is adjacent to CSAH 9 (Dodd Blvd.) and CSAH 23 (Cedar Ave.), and is therefore subject to the Dakota County Contiguous Plat Ordinance. This is a replat of Outlot B, CEDAR AND DODD RETAIL ADDITION. No changes to the existing right of way. Access to the site will be from CSAH 9 (Dodd Blvd). Restricted access is shown along all of CSAH 23 and CSAH 9 except for one access opening across from Glascow Avenue. A quit claim deed for restricted access to Dakota County is required along CSAH 9 except for the approved opening. As noted from the Plat Commission meeting on 5/30/17 regarding the review of the underlying plat: with the future turn back of CSAH 9, the City and developer would like to construct a ¾-access at the CSAH 9/Glascow Avenue intersection. With the City taking over CSAH 9 in the future, the Plat Commission was open to the ¾-access; however, the Transportation/Traffic Department requires approval of the geometric design for the ¾-intersection. The Plat Commission has approved the preliminary plat provided that the described conditions are met, and reviewed the final plat and recommends approval to the County Board of Commissioners provided that the described conditions are met. Traffic volumes on CSAH 9 and CSAH 23 are 12,200 and 29,000 ADT, respectively, and are anticipated to be 15,000 and 37,000 ADT by the year 2030. No work shall commence in the County right of way until a permit is obtained from the County Transportation Department and no permit will be issued until the plat has been filed with the County Recorder’s Office. The Plat Commission does not review or approve the actual engineering design of proposed accesses or other improvements to be made in the right of way. Nothing herein is intended to restrict or limit Dakota County’s rights with regards to Dakota County rights of way or property. The Plat Commission highly recommends early contact with the Transportation Department to discuss the permitting process which reviews the design and may require construction of highway improvements, including, but not limited to, turn lanes, drainage features, limitations on intersecting street widths, medians, etc. Please contact Butch McConnell regarding permitting questions at (952) 891-7115 or Todd Tollefson regarding Plat Commission or Plat Ordinance questions at (952) 891-7070. Sincerely, Todd B. Tollefson Secretary, Plat Commission c: EXHIBIT N City of Lakeville Public Works – Engineering Division Memorandum To: Kris Jenson, Associate Planner From: Alex Jordan, Assistant City Engineer McKenzie L. Cafferty, Environmental Resources Manager John Hennen, Parks and Recreation Director Copy: Zach Johnson, City Engineer Jerilyn Erickson, Finance Director Gene Abbott, Building Official Dave Olson, Community and Economic Development Director Date: March 9, 2022 Subject: Cedar and Dodd Retail 2nd Addition • Preliminary and Final Plat Review • Site Plan Review • Grading and Erosion Control Plan Review • Utility Plan Review BBAACCKKGGRROOUUNNDD KAMI, Inc. has submitted a preliminary and final plat named Cedar and Dodd Retail 2nd Addition, and site plans to construct a two-story medical office building on Lot 1, Block 1, Cedar and Dodd Retail 2nd Addition. This is a preliminary and final plat of Outlot B of the Cedar and Dodd Retail Addition preliminary plat approved by the City Council at their September 17, 2017 meeting. The proposed development is located east of and adjacent to Cedar Avenue (CSAH 23), northwest of and adjacent to Dodd Boulevard (CSAH 9), and south of Glacier Way. The parent parcel consists of Outlot B, Cedar and Dodd Retail Addition zoned C-3, General Commercial District (PID Nos. 221658000020). The preliminary and final plat consists of one lot within one block on 4.46 acres. The proposed development will be completed by: Developer: KAMI, Inc. Engineer/Surveyor: Kimley-Horn/EFN, Inc. CCEEDDAARR AANNDD DDOODDDD RREETTAAIILL 22NNDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT MMAARRCCHH 99,, 22002222 PPAAGGEE 22 OOFF 55 SSIITTEE CCOONNDDIITTIIOONNSS The existing site was mass graded with the Cedar and Dodd Retail development improvements. An existing overhead transmission line is located along the south side of the parcel within a private easement. Existing utility service stubs were extended to the property with construction of the private roadway east of the parcel with the Cedar and Dodd Retail Addition final plat improvements. A stormwater management filtration basin was constructed on the south side of the property to meet the stormwater management requirements for the development. EEAASSEEMMEENNTTSS Several existing easements exist on the parent parcels. The following easements shall remain on the parent parcel: • Drainage and utility easement in favor of City of Lakeville per the Cedar and Dodd Retail Addition final plat • Transmission line easement per Doc. Nos. 1513638 and 2290088 • Trail, drainage, and utility easement per Doc. No. 2880424 • Stormwater management/best management practice facilities easement agreement per Doc. No. 3286885 SSTTRREEEETT AANNDD SSUUBBDDIIVVIISSIIOONN LLAAYYOOUUTT Cedar Avenue (CSAH 23) Cedar and Dodd Retail 2nd Addition is located east of and adjacent to Cedar Avenue, a minor arterial County roadway as identified by the City’s Transportation Plan. Dakota County controls the right-of-way requirements and access locations along Cedar Avenue. Cedar Avenue is currently constructed as a four-lane divided urban roadway adjacent to the plat. A ten-foot-wide bituminous trail is located along both sides of Cedar Avenue. The current Dakota County Plat Needs Map dated April 16, 2013 identifies Cedar Avenue as a six-lane divided roadway with 100-feet of half right-of-way. The final plat was reviewed and recommended for approval by the Dakota County Plat Commission at its March 2, 2022 meeting. No additional right-of-way dedication is required with the final plat. No access is proposed from the site directly onto Cedar Avenue. Dodd Boulevard (CSAH 9) Cedar and Dodd Retail 2nd Addition is located northwest of and adjacent to Dodd Boulevard. Dodd Boulevard is currently under the jurisdiction of Dakota County, and is identified in the City’s Transportation Plan as a major collector. Dodd Boulevard will ultimately be turned- backed to the City following the completion of the programmed improvements. The current Dakota County Plat Review Needs Map indicates a 75-foot-wide half right-of-way requirement and designates this roadway as a future four-lane divided urban roadway along the entire length of the plat. No additional right-of-way dedication is required with the final plat. CCEEDDAARR AANNDD DDOODDDD RREETTAAIILL 22NNDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT MMAARRCCHH 99,, 22002222 PPAAGGEE 33 OOFF 55 Private Roadway A privately owned and maintained roadway is located along the east property line traveling between Glacier Way and Dodd Boulevard adjacent to the parent parcel. The private roadway provides a 3/4 access at the Dodd Boulevard (CSAH 9) and Glasgow Avenue intersection. SSIITTEE PPLLAANN The development of Lot 1, Block 1, Cedar and Dodd Retail 2nd Addition includes the construction of a two-story medical office building, utilities and associated parking. Access to the site will be from a single driveway connecting to the interior private roadway. The driveway design must include commercial concrete driveway aprons, stop signs and stop bars. CCOONNSSTTRRUUCCTTIIOONN AACCCCEESSSS Construction traffic access and egress for grading, utility, and building construction shall be from a single rock construction entrance on the privately owned and maintained roadway within the site between Glacier Way and Dodd Boulevard as shown on the Erosion Control Plan. PPAARRKKSS,, TTRRAAIILLSS AANNDD SSIIDD EEWWAALLKKSS The Park Dedication requirement for the parent parcel has not been paid and will be satisfied through a cash contribution with the final plat. UUTTIILLIITTIIEESS SSAANNIITTAARRYY SSEE WWEERR Cedar and Dodd Retail 2nd Addition is located within subdistrict NC-20490 of the North Creek sanitary sewer district as identified in the City’s Comprehensive Sanitary Sewer Plan. Wastewater will be conveyed via existing sanitary sewer to the Empire Treatment Facility. The downstream facilities have sufficient capacity to serve the proposed commercial development. Six-inch privately owned and maintained sanitary sewer will be extended from an existing sanitary sewer service to provide service to the proposed building. The Sanitary Sewer Availability Charge has not been collected on the parent parcel and shall be collected with the Building Permit Application. The Sanitary Sewer Availability Charge will be calculated at the rate in effect at the time of approval of the Building Permit Application, as determined by the City’s Building Official. WWAATTEERRMMAAIINN An eight-inch privately owned and maintained water service will be extended from a private eight-inch water service to provide service to the proposed building. CCEEDDAARR AANNDD DDOODDDD RREETTAAIILL 22NNDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT MMAARRCCHH 99,, 22002222 PPAAGGEE 44 OOFF 55 Final locations and sizes of all sanitary sewer and watermain facilities will be reviewed by City staff with the building permit applications and final construction plans. OOVVEERRHHEEAADD LLIINN EESS Overhead transmission utility lines and poles are located on the southern plat boundary. Consistent with the City’s Public Ways and Property Ordinance, the transmission lines are not required to be removed with the development improvements. DDRRAAIINNAAGGEE AANNDD GGRRAADDIINNGG Cedar and Dodd Retail 2nd Addition is located within subdistrict NC-34 of the North Creek stormwater district and FO-3 of the Farmington stormwater district as identified in the City’s Water Resources Management Plan. A privately owned and maintained stormwater management basin was constructed on the parent parcel with the Cedar and Dodd Retail Addition final plat improvements designed to treat the stormwater runoff from Lot 1, Block 1, Cedar and Dodd Retail 2nd Addition. The Developer shall sign a private maintenance agreement for the basin and dedicate a maintenance easement over the basin area. Following completion of the site improvements and restoration, the Developer shall conduct two double ring infiltrometer tests (per filtration basin) in the location of the filtration basins to demonstrate that the design infiltration rates have been achieved. The Developer has provided a $5,000 security to ensure that this testing is completed. The testing must be completed prior to the issuance of a Certificate of Occupancy. The final grading plan shall identify all fill lots in which the building footings will be placed on fill material. The grading specifications shall also indicate that all embankments meet FHA/HUD 79G specifications. The Developer shall certify to the City that all lots with footings placed on fill material are appropriately constructed. Building Certificate of Occupancies will not be issued until a soils report and an as-built certified grading plan have been submitted and approved by City staff. Cedar and Dodd Retail 2nd Addition contains more than one acre of site disturbance. A National Pollution Discharge Elimination System General Stormwater Permit for construction activity is required from the Minnesota Pollution Control Agency for areas exceeding one acre being disturbed by grading. A copy of the Notice of Stormwater Permit Coverage must be submitted to the City upon receipt from the MPCA. SSTTOORRMM SSEEWWEERR Development of Cedar and Dodd Retail 2nd Addition includes the construction of a private storm sewer system. Private storm sewer constructed within the lot will convey runoff to the proposed on-site privately owned and maintained stormwater management basin constructed with the Cedar and Dodd Retail Addition final plat improvements. CCEEDDAARR AANNDD DDOODDDD RREETTAAIILL 22NNDD AADDDDIITTIIOONN –– PPRREELLIIMMIINNAARRYY AANNDD FFIINNAALL PPLLAATT MMAARRCCHH 99,, 22002222 PPAAGGEE 55 OOFF 55 The Trunk Storm Sewer Area Charge has not been collected and will be required to be paid with the final plat. Final locations and sizes of all storm sewer facilities will be reviewed by City staff with the building permit application and final construction plans. FEMA FLOODPLAIN ANALYSIS Cedar and Dodd Retail 2nd Addition is located within areas shown on the Flood Insurance Rate Map (FIRM) as Zone X, as determined by FEMA. Based on this designation, no areas within the plat are located within a Special Flood Hazard Area (SFHA). WWEETTLLAANNDDSS There are no wetlands on the site. TTRREEEE PPRREESSEERRVVAATT IIOONN There are no significant trees located on the site. EERROOSSIIOONN CCOONNTTRROOLL The plans include a detailed erosion and sediment control plan. The Developer is responsible for meeting all the requirements of the MPCA Construction Permit. Additional erosion control measures may be required during construction as deemed necessary by City staff. Any additional measures required shall be installed and maintained by the Developer. A preconstruction meeting shall be held with the City prior to starting any grading. RREECCOOMMMMEENNDDAATTIIOONN Engineering recommends approval of the preliminary and final plat, conditional use permit, site plan, grading and erosion control plan, and utility plan for Cedar and Dodd Retail 2nd Addition, subject to the requirements and stipulations within this report.