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2022-10-25 Planning Commission Regular Meeting
Ag enda Planning Commission City Of E dina, Minnesota City H all, Council Cham ber s Tuesday, October 25, 2022 7:00 PM Watch the m eeting on cable TV or at EdinaMN.gov/LiveMeeting s or Facebook.com /EdinaMN. Participate in Comm unity Comm ent and Public H earings Call 786-496-5601 E nter Confer ence Pin 8550148# Press *1 on your telephone keypad when you would like to g et in the queue to speak An operator will intr oduce you when it is your turn I.Ca ll To Ord er II.Roll Ca ll III.Approva l Of Meeting Agenda IV.Approva l Of Meeting Min u tes A.Draft Minutes of Regu la r Meetin g Sep tem b er 28, 2022 B.Draft Minutes of Regu la r Meetin g October 12, 2022 V.Com m u n ity Com m ent During "Community Comment," the Board/Commission will invite residents to share relevant issues or concerns. Individuals must limit their comments to three minutes. The Chair may limit the number of speakers on the same issue in the interest of time and topic. G enerally speaking, items that are elsewhere on tonight's agenda may not be addressed during Community Comment. Individuals should not expect the Chair or Board/Commission Members to respond to their comments tonight. Instead, the Board/Commission might refer the matter to sta% for consideration at a future meeting. VI.Pu b lic Hea rings A.Site Plan Review and Ordin ance Am endm en t - 4901 W est 77th Street B.Su b d ivision w ith Lot Area , W idth a n d Dep th Va ria n ces - 6416 McCauley Circle VII.Cha ir An d Mem ber Com m ents VIII.Sta1 Com m ents IX.Adjournm en t The City of Edina wants all residents to be comfortable being part of the public process. If you need assistance in the way of hearing ampli5cation, an interpreter, large-print documents or something else, please call 952-927-8861 72 hours in advance of the meeting. Date: O c tober 25, 2022 Agenda Item #: I V.A. To:P lanning C ommission Item Type: Minutes F rom:Liz O ls on, Administrative S upport S pecialist Item Activity: Subject:Draft Minutes of R egular Meeting S eptember 28, 2022 Ac tion C ITY O F E D IN A 4801 West 50th Street Edina, MN 55424 www.edinamn.gov A C TI O N R EQ U ES TED: Approve the draft minutes from September 28, 2022. I N TR O D U C TI O N: AT TAC HME N T S: Description Draft Minutes Planning Commission 9-28-22 Draft Minutes☒ Approved Minutes☐ Approved Date: ___, 2022 Page 1 of 4 Minutes City Of Edina, Minnesota Planning Commission Edina City Hall Council Chambers September 28, 2022 I. Call To Order Chair Agnew called the meeting to order at 7:00 PM. II. Roll Call Answering the roll call were: Commissioners Miranda, Strauss, Gandhi, Alkire, Olsen, Padilla, Smith, and Chair Agnew. Staff Present: Cary Teague, Community Development Director, Liz Olson, Administrative Support Specialist. Absent from the roll call: Commissioner Bennett. III. Approval Of Meeting Agenda Commissioner Strauss moved to approve the September 28, 2022, agenda. Commissioner Padilla seconded the motion. Motion carried unanimously. IV. Approval Of Meeting Minutes A. Minutes: Planning Commission, September 14, 2022 Commissioner Smith moved to approve the September 14, 2022, meeting minutes. Commissioner Alkire seconded the motion. Motion carried unanimously. V. Community Comment None. VI. Public Hearings A. Comprehensive Plan Amendment, Rezoning and Site Plan with Multiple Variances – 6106 Vernon Avenue Director Teague presented the request of 6106 Vernon Avenue for a Comprehensive Plan Amendment, Rezoning and Site Plan with Multiple Variances. Staff recommends denial of the Comprehensive Plan Amendment, Rezoning and Site Plan with Multiple Variances, as requested subject to the findings and conditions listed in the staff report. Staff answered Commission questions. Draft Minutes☒ Approved Minutes☐ Approved Date: ___, 2022 Page 2 of 4 Appearing for the Applicant Mr. Chris Davis, 6637 Parkwood Road, Edina, Special X Properties addressed the Commission and answered questions of the Commission. Mr. Marty Collins, Special X Properties, addressed the Commission on different possible entities for the property. Public Hearing Mr. Matthew Pepper, 6004 Eden Prairie Road, addressed the Commission and indicated he was against this proposal. Ms. Tracy Pepper, 6004 Eden Prairie Road, addressed the Commission and indicated she was also against this proposal. Mr. Jeff Knapp, Parkwood Condominiums, 6005 Eden Prairie Road #207, addressed the Commission and suggested another alternative use for the property. Mr. Samuel Reed, 6012 Eden Prairie Road, addressed the Commission and stated he was not in favor of this proposed development. Ms. Nancy Sheer, 6105 Eden Prairie Road, addressed the Commission and stated she was opposed to the proposed development. Ms. Joanne Dudek, 6021 Vernon Avenue, addressed the Commission and stated was against the proposed development. Ms. Sara Irwin, 6025 Kamar Drive, addressed the Commission and explained she was not in favor of this proposal. Mr. John Wellborn, 6008 Eden Prairie Road, addressed the Commission and indicated he was against this proposed development. Mr. Jeremie Kass, 6016 Kamar Drive, addressed the Commission and stated his family was against this proposal. Mr. Todd Young, 5511 Highwood Drive W., addressed the Commission and indicated being an architect he was against this proposed development. Mr. Scott Forbes, 6101 Saxony Road, addressed the Commission and explained he was fundamentally against this proposal. Draft Minutes☒ Approved Minutes☐ Approved Date: ___, 2022 Page 3 of 4 Ms. Mary Kenealy-Bredice, 6020 Kamar Drive, addressed the Commission and indicated she was against the proposed development. Mr. Marty Collins, 6104 Jeffrey Lane, addressed the Commission and explained he was in favor of this development. He reviewed some other types of businesses that could go onto the property. Mr. Tom Kohlbry, 6004 Kamar Drive, addressed the Commission and indicated he was against this proposed development. Ms. Sue Ettinger-Levy, 6102 Arctic Way, addressed the Commission and indicated she was in support of this proposed development. Ms. Heidi Moon, 6009 Leslee Lane, addressed the Commission and explained she was in support of the development. Mr. Bobby McConnell, 6029 Kamar Drive, addressed the Commission and stated he was in support of this proposed development. Mr. Etienn Laubignat , 6028 Kamar Drive, addressed the Commission and indicated he was in support of this development. Mr. Terry Brown, Blake Ridge Townhomes, addressed the Commission and explained he was adamantly opposed to this development. Commissioner Miranda moved to close the public hearing. Commissioner Olson seconded the motion. Motion carried. The Commission discussed the proposed development and asked staff questions. The number and degree of the variances suggested are unusual and are too many The Comprehensive Plan is old for this site but is not outdated The Comprehensive Plan is consistent with the land use next door Parking was supposed to reflect the maximum number of staff which seemed very low Concerned with parking, delivery issues, trash, and noise late at night with the bar Concerned about the traffic in the afternoon with children in the area The proposed restaurant development does not fit into the neighborhood No mention of sustainability in the plans Would like to separate dumpsters for recycling and trash The proposed development is too much for the site with all of the variances needed Site is too small for the idea presented The Commission concurred on denial of the proposed development. Draft Minutes☒ Approved Minutes☐ Approved Date: ___, 2022 Page 4 of 4 Motion Commissioner Alkire moved that the Planning Commission recommend denial to the City Council of the Comprehensive Plan Amendment, Rezoning and Site Plan with Multiple Variances as outlined in the staff memo subject to the conditions and findings therein. Commissioner Padilla seconded the motion. Motion carried unanimously. The Planning Commission meeting can be viewed online at the City website. The Commission took a two-minute recess to clear the chamber. VII. Chair and Member Comments Received. VIII. Staff Comments Received. IX. Adjournment Commissioner Alkire moved to adjourn the September 28, 2022, Meeting of the Edina Planning Commission at 9:30 PM. Commissioner Olson seconded the motion. Motion carried unanimously. Date: O c tober 25, 2022 Agenda Item #: I V.B. To:P lanning C ommission Item Type: Minutes F rom:Liz O ls on, Administrative S upport S pecialist Item Activity: Subject:Draft Minutes of R egular Meeting O c tober 12, 2022 Ac tion C ITY O F E D IN A 4801 West 50th Street Edina, MN 55424 www.edinamn.gov A C TI O N R EQ U ES TED: Approve the draft minutes from O ctober 12, 2022. I N TR O D U C TI O N: AT TAC HME N T S: Description Draft Planning Commission Minutes 10-12-22 Draft Minutes☒ Approved Minutes☐ Approved Date: ___, 2022 Page 1 of 3 Minutes City Of Edina, Minnesota Planning Commission Edina City Hall Council Chambers October 12, 2022 I. Call To Order Chair Agnew called the meeting to order at 7:00 PM. II. Roll Call Answering the roll call were: Commissioners Miranda, Strauss, Gandhi, Alkire, Bennett, Padilla, Olson, and Chair Agnew. Staff Present: Cary Teague, Community Development Director, Emily Bodeker, Assistant Planner and Liz Olson, Administrative Support Specialist. Absent from the roll call: Commissioner Smith and Hu. III. Approval Of Meeting Agenda Commissioner Alkire moved to approve the October 12, 2022, agenda. Commissioner Padilla seconded the motion. Motion carried unanimously. IV. Community Comment None. V. Public Hearings A. B-22-18, A 10 Foot Height Variance for a Freestanding Sign – 7777 Washington Avenue S Assistant Planner Bodeker presented the request of 7777 Washington Avenue South for a 10-foot height Variance for a freestanding sign at the subject property. Staff recommended approval of the 10-foot height variance for a freestanding sign, as requested, subject to the findings and conditions listed in the staff report. Staff answered Commission questions. Appearing for the Applicant The applicant was at the meeting but did not speak. Public Hearing Draft Minutes☒ Approved Minutes☐ Approved Date: ___, 2022 Page 2 of 3 None. Commissioner Miranda moved to close the public hearing. Commissioner Padilla seconded the motion. Motion carried. The Commission discussed the proposed variance. Motion Commissioner Miranda moved that the Planning Commission recommend of the 10 Foot Height Variance for a Freestanding Sign at 7777 Washington Avenue South as outlined in the staff memo subject to the conditions and findings therein. Commissioner Padilla seconded the motion. Motion carried unanimously. B. B-22-17, a Parking Variance – 7429 Bush Lake Road Director Teague presented the request of 7429 Bush Lake Road for a parking variance. Staff recommends approval of the parking variance, as requested subject to the findings and conditions listed in the staff report. Staff answered Commission questions. Appearing for the Applicant Mr. Sean Ewen, Co-Founder and President of Wooden Hill Brewing Company, addressed the Commission. Public Hearing None. Commissioner Alkire moved to close the public hearing. Commissioner Olson seconded the motion. Motion carried unanimously. The Commissioner discussed the proposed parking variance. Motion Commissioner Olson moved that the Planning Commission recommend approval of the parking variance at 7429 Bush Lake Road as outlined in the staff memo subject to the conditions and findings therein. Commissioner Strauss seconded the motion. Motion carried unanimously. VII. Reports/Recommendations A. Sketch Plan Review – 4212 and 4216 Valley View Road Director Teague presented the request for a sketch plan review. Draft Minutes☒ Approved Minutes☐ Approved Date: ___, 2022 Page 3 of 3 Staff answered Commission questions. Appearing for the Applicant Mr. Steve Behnke and Paul Donnay, 6605 Mohawk Trail, addressed the Commission. The Commission asked questions of the applicant. The Commission reviewed the sketch plan and offered the following comments: Does not like the design of the front-loaded garages Wish there was an alley Would be interested seeing six units rather than five to help with affordability and density Would like to see missing middle housing rather than all of the driveways The entire meeting can be viewed on the City website. B. Status Update for Commissioners on 2022 Work Plan Progress Chair Agnew asked Commissioners for a status update on their progress for their 2022 work plan. The lead Commissioners reviewed their work plans. VIII. Correspondence and Petitions None. IX. Chair and Member Comments None. X. Staff Comments Received. XI. Adjournment Commissioner Padilla moved to adjourn the October 10, 2022, Meeting of the Edina Planning Commission at 8:38 PM. Commissioner Alkire seconded the motion. Motion carried unanimously. Date: O c tober 25, 2022 Agenda Item #: VI.A. To:P lanning C ommission Item Type: R eport and R ecommendation F rom:C ary Teague, C ommunity Development Director Item Activity: Subject:S ite P lan R eview and O rdinance Amendment - 4901 West 77th S treet Ac tion C ITY O F E D IN A 4801 West 50th Street Edina, MN 55424 www.edinamn.gov A C TI O N R EQ U ES TED: R ecommend the C ity C ouncil approve the site plan and ordinance amendment regarding signage. I N TR O D U C TI O N: F irst B ank and T rust is proposing to build a 15,000 square foot office and bank with an interior drive- through at the vacant site at 4901 77th S treet West within P entagon Village. T he request requires a site plan review and ordinance amendment to allow an interior facing sign. (See attached plans and narrative.) P entagon Village is a 12.5-acre site that is zoned P U D -17. T he subject property is Lot 4 within the overall master plan that called for a future 19,000 square foot office/retail building. T he proposed building is generally within the same building pad. (S ee the attached approved overall master plan for P entagon Village.) T he request requires the following: 1. Site P lan review; and 2. O rdinance amendment to allow interior facing signage. AT TAC HME N T S: Description Staff Report Proposed Plans Applicant Narrative Applicant Narrative - Signs Original Pentagon Park Approval - Mas ter Plan Traffic and Parking Study Draft Ordinance Approved Master Plan for Pentagon Village Better Together Public Hearing Comment Report Staff Pres entation Applicant Pres entation First Bank and Trust is proposing to build a 15,000 square foot office and bank with an interior drive-through at the vacant site at 4901 77th Street West within Pentagon Village. The request requires a site plan review and ordinance amendment to allow an interior facing sign. (See attached plans and narrative.) Pentagon Village is a 12.5-acre site that is zoned PUD-17. The subject property is Lot 4 within the overall master plan that called for a future 19,000 square foot office/retail building. The proposed building is generally within the same building pad. (See the attached approved overall master plan for Pentagon Village.) The request requires the following: 1. Site Plan review; and 2. Ordinance amendment to allow interior facing signage. The proposed site plan has not changed from the original approval. The site has already been graded and is ready for construction of a building. Internal drive aisles/road and parking lots have not changed. The footprint of the building and building height are generally the same as the approved master plan. October 25, 2022 Planning Commission Cary Teague, Community Development Director Site Plan Review & Ordinance Amendment – 4901 West 77th Street Information / Background: STAFF REPORT Page 2 SUPPORTING INFORMATION Surrounding Land Uses Northerly: Multi-family residential and retail; zoned MDD-6, Mixed Development District and guided OR, Office Residential. Easterly: Office/light industrial uses; zoned PID, Planned Industrial District and guided OR, Office Residential. Southerly: City of Bloomington. Westerly: Highway 100. Existing Site Features The subject site within the Pentagon Village PUD, is vacant and relatively flat. Planning Guide Plan designation: Office/Residential (20-75 residential units per acre) Zoning: PUD-17, Planned Unit Development District-17 Site Circulation/Traffic The proposal would not change the vehicular or pedestrian circulation of the overall development plan for Pentagon Village. Vehicle access would be by the interior roadway. There would be sidewalks provided on all three sides of the building. WSB conducted traffic studies for this development. The studies concluded that the existing roadways can be supported by the project, and no roadway improvements are necessary. (See attached traffic study.) Parking When the project was approved in 2019, a parking study was done by WSB. The study determined that the amount of parking proposed within this project is adequate. There are 1,422 parking stalls in the existing ramp and surface parking areas. The study concluded that 1,359 spaces is adequate for the overall development. (See attached study.) The ramp and adjacent surface parking lot would serve the site. The office proposed here is slightly smaller than the anticipated office/retail use. Landscaping The landscape plan is consistent with the previously approved landscape plan for the site. (See the approved overall development plan.) There would be overstory trees and a full complement of understory shrubs and bushes around the building. (See attached landscape plan.) STAFF REPORT Page 3 Grading/Drainage/Utilities There have been no changes to the approved plans from 2019. The city engineer has reviewed the proposed plans and found them to be acceptable. The site has already been graded for the development of this site. Building/Building Material The building materials would be a combination of stone and metal panel. (See attached renderings and building materials and the previously approved plan.) Mechanical Equipment/Trash Enclosures Any rooftop and/or ground level equipment and trash enclosures would have to be screened if visible from adjacent property lines. The trash area would be located within the building. Compliance Table Ordinance Amendment – Wall Signage The applicant is requesting an amendment to the PUD to allow three wall signs. (See attached building elevations showing the wall signage.) The third wall sign is the symbol of the bank above the main entry; from some angles of the building appears to be part of the “First Bank & Trust” lettering as on the north elevation. Staff believes the request is reasonable, given the architecture of the building and its angles, and the visibility of this site within the PUD. The building is highly visible on all four sides, and the bank desires to have signage facing inward to the Pentagon Village development and parking areas as well as on the street. PUD-17 Proposed Setbacks - Buildings 77th Street Computer Avenue Normandale Boulevard Viking Drive 15 feet 15 feet 50 feet 10 Feet 16 feet 15 feet NA NA Building Height 12 stories & 144 feet per the height overlay district 2 stories Parking lot and drive aisle setback 20 feet 20+ feet Maximum Floor Area Ratio (FAR) 1.5% 1.5% STAFF REPORT Page 4 STAFF RECOMMENDATION Recommend the City Council approve the Site Plan request and Ordinance Amendment for 4901 77th Street West. Approval is based on the following findings: 1. The proposed land uses, and development meet all city code requirements. 2. The proposed plans are consistent with plans approved for this site in 2019. 3. The proposed signage is reasonable given the architecture of the building and visibility of the building on all four sides. Approval is subject to the following Conditions: 1. The Plan must be consistent with the Plans date stamped September 26, 2022. 2. The Final Landscape Plan must meet all minimum landscaping requirements per Chapter 36 of the Zoning Ordinance. A performance bond, letter-of-credit, or cash deposit must be submitted for one and one-half times the cost amount for completing the required landscaping, screening, or erosion control measures at the time of any building permit. 3. Provision of code compliant bike racks for each use near the building entrances. 4. The Final Lighting Plan must meet all minimum requirements per Section 36-1260 of the City Code. 5. Roof-top mechanical equipment and ground level equipment must be screened per Section 36-1459 of the City Code. 6. Submit a copy of the Nine Mile Creek Watershed District permit. The City may require revisions to the approved plans to meet the district’s requirements. 7. Hours of construction must be consistent with City Code. Staff Recommendation Staff recommends approval of the request subject to the findings and conditions above. Deadline for a city decision: December 20, 2022 MN 100INTERSTATE 494COMPUTER AVEW 77TH ST SITE LOCATION TS-01 FIRST BANK & TRUST - PENTAGON VILLAGE EDINA MINNESOTA 09/26/2022 TITLE SHEET NEW CONSTRUCTION 4901 WEST 77TH STREET EDINA, MINNESOTA FIRST BANK & TRUST -PENTAGON VILLAGE PROJECT OWNER: FIRST BANK & TRUST 1909 Highway 36 West Roseville, MN 55113 TEL: (651) 325-4160 CONTACT: SCOTT LAUGEN EMAIL: Scott.Laugen@bankeasy.com PROPERTY OWNER: JAY SCOTT SOLOMON REAL ESTATE GROUP TEL: 651-336-6060 EMAIL: JayScott@Solomon RE.com ARCHITECT:: HTG ARCHITECTS 1010 MAIN STREET (SUITE 100) HOPKINS, MN 55343 TEL: (952) 204-3235 CONTACT: KYLE PEDERSON EMAIL: KPEDERSON@HTG-ARCHITECTS.COM CIVIL ENGINEER:: TYLER MAXSON WESTWOOD 12701 WHITEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 TEL: 952-697-5748 EMAIL: tyler.maxson@westwoodps.com LANDSCAPE DESIGN:: TYLER MAXSON WESTWOOD 12701 WHITEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 TEL: 952-697-5748 EMAIL: tyler.maxson@westwoodps.com SHEET INDEX TS-01 TITLE SHEET C0.0 COVER C1.0 ALTA LAND TITLE SURVEY C2.0 EXISTING CONDITIONS & REMOVALS PLAN C3.0 CIVIL SITE PLAN C4.0 GRADING PLAN C4.1 EROSION CONTROL PLAN C5.0 UTILITY PLAN L1.0 LANDSCAPE PLAN A-01 ARCHITECTURAL SITE PLAN A-02 COMPARISON SITE PLAN A-03 ARCHITECTURAL FLOOR PLANS A-04 EXTERIOR ELEVATIONS A-05 PREVIOUSLY APPROVED ELEVATIONS A-06 PROJECT LOCATION PHOTOGRAPHS A-07 PROJECT LOCATION PHOTOGRAPHS A-08 EXTERIOR RENDERING A-09 EXTERIOR RENDERING A-10 EXTERIOR RENDERING A-11 EXTERIOR RENDERING A-12 EXTERIOR RENDERING VICINITY MAP NORTH EXTERIOR RENDERING PROJECT DATA DESCRIPTION:A NEW 2-STORY FINANCIAL INSTITUTION FEATURING A CLIENT LOBBY, OFFICES, WORK STATIONS, A TRAINING FACILITY, FITNESS ROOM, SUPPLEMENTARY OFFICE SPACES, AND AN ENCLOSED DRIVE-UP LANE. THE MAIN LEVEL CONSISTS OF APPROXIMATELY 5,000 SF INTERIOR SPACES AND 5,600 SQUARE FEET OF COVERED PARKING AND DRIVE-UP SPACES. THE UPPER LEVEL IS APPROXIMATELY 10,000 SQUARE FEET. THE EXISTING PARKING LOT AND DRIVE LANES ARE ALREADY COMPLETED. THERE IS ROUGHLY 39,000 SF OF PAD READY AREA THAT THE NEW BUILDING WILL BE CONSTRUCTED ON. PARCEL ID:3102824330031 ZONING:PUD - PENTAGON VILLAGE PROPOSED USE:FINANCIAL INSTITUTION (APPROVED USE) CONDITIONAL USE:BANK DRIVE-UP LANE (CONDITIONAL USE) OCCUPANCY TYPE:B - BUSINESS BUILDING HEIGHT:37'-0" +/- BUILDING AREA:20,600 TOTAL (15,000 FINANCIAL INSTITUTION / 5,600 ENCLOSED DRIVE LANE) N:\0037303.00\DWG\CIVIL\0037303CV01.DWG FIRST BANK & TRUST PENTAGON VILLAGE © 2022 Westwood Professional Services, Inc.SHEET INDEXPRELIMINARY SITEIMPROVEMENT PLANSFIRST BANK & TRUSTPENTAGON VILLAGEEDINA, MNPREPARED FOR:HTG ARCHITECTS1010 MAINSTREETHOPKINS, MN 55343CONTACT: SEAN RABOINPHONE: 952.278.8880EMAIL: SRABOIN@HTG-ARCHITECTS.COMVicinity Map(NOT TO SCALE)SHEETSREVISIONDATENO.....................FORPREPARED BY:PROJECT NUMBER: 0037303.00CONTACT: .Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free PRELIMINARY SITEIMPROVEMENT PLANSFIRST BANK & TRUSTPENTAGON VILLAGEEDINA, MNFORINITIAL SUBMITTAL DATE: 09/26/22SHEET: C0.0 OF 8PROJECT NUMBER: 0037303.00Sheet List TableSHEETNUMBERSHEET TITLEC0.0COVERC1.0ALTA NSPS LAND TITLE SURVEYC2.0EXISTING CONDITIONS & REMOVALS PLANC3.0CIVIL SITE PLANC4.0GRADING PLANC4.1EROSION CONTROL PLANC5.0UTILITY PLANL1.0LANDSCAPE PLANSITE 820 820 819819821 821822822 822 822823823823 823823 82382482482 4 824824824820820821822823823823822821820LOT 4BLOCK 177TH STREET WESTUWMHTELEV=824.10201202203EX-MHRE = 822.44EX-MHRE = 818.22EEHH FIBER OPTIC FIBER OPTICHH FIBER OPTICSTEX-MHRE = 822.62EX-MHRE = 821.57HHMISCSTEX-MHRE = 823.99SEX-MHRE = 821.84SEX-MHRE = 820.08EX-MHRE = 821.59SEX-MHRE = 820.28PID: 3102824330031PENTAGON VILLAGE, LLCPID: 3102824330029FIFTH SIDE LODGEING LLCPID: 3102824330030EDINA APARTMENTS, LLCPID: 3102824330028PENTAGON RETAIL, LLCTELEPHONE LINE EASEMENT PERDOC. NO. 804138 &DOC. NO. 1109629 (EX. 9)10 COMMUNICATIONS SYSTEM EASEMENTPER DOC NO. 1966563, (EX. 10)10 10EASEMENT FOR DRIVEWAY PURPOSES PERDOC NO. 873628 & DOC. NO. 877675 (EX. 11)2015 28 51010 10 25 DRAINAGE & UTILITY EASEMENTSPER PLAT OF PENTAGON VILLAGEDOC NO. 5570949 (EX. 18)DRAINAGE & UTILITY EASEMENTSPER PLAT OF PENTAGON VILLAGEDOC NO. 5570949 (EX. 18)DRAINAGE & UTILITY EASEMENTSPER PLAT OF PENTAGON VILLAGEDOC NO. 5570949 (EX. 18)DRAINAGE & UTILITY EASEMENTSPER PLAT OF PENTAGON VILLAGEDOC NO. 5570949 (EX. 18)APPROXIMATE LOCATION OFSTORM CHAMBERPER DOC. NO. T05570952 &DOC. NO. T05571771 (EX. 19) ANDDOC. NO. T05571773 (EX. 21)60COMPUTER AVENUEN90°00'00"W 125.95S00°00'00"E 78.00 L=70.16R=67.00Δ=60°00'00"N60°00'00"W 105.20N30°00'00"E 116.00 L=94.13R=249.51Δ=21°36'53"S65°33'15"E 113.28L=28.85R=25.00Δ=66°07'15"S00°34'00"W 165.20 PUG PUG7462MAG IN BIG822.677463MAG IN BIG822.827464MAG IN BIG823.587466CUTX IN CONC818.557467CUTX IN CONC819.067468CUTX IN CONC819.877469AMBOURN CAP ON RB821.067005MF CUTX819.747465MF VERY SLIGHT CUTX IN CONC823.181/2 INCH REBARLS 43055SCRIBED 'X'SCRIBED 'X'WATWATWATWATWATWATWATWATWATSANSANSANSANWATWATWATWATWATWATWATWATSTOSTOSTOSTOSTOWATSTOSTO STOSANSANSANSANSANSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOWAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT STO STO STO STO STO STO STO STO STO STO STO SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT PUBLICLY DEDICATED RIGHT OF WAY VARIABLE WIDTH RIGHT OF WAYPUBLICLY DEDICATED RIGHT OF WAYWATWATWATWATWATWATWATWATWATWATWATSANSAN SA N SANSANSANSANSANSANSANSANSANSANSANSANFOFOCTVCTVCTVCTVTUGSAN STOSTOSTOSTOSTOSTOSTOSAN EFOUND SCRIBED 'X'LEGENDSANITARY MANHOLECATCH BASINELECTRIC MANHOLESEWER CLEANOUTELECTRIC BOXELECTRIC METERSIGNCABLE TV BOXSTREET LIGHTSTEEL/WOOD POSTPOWER OVERHEADPOWER UNDERGROUNDWATERMAINFIBER OPTICSANITARY SEWERSTORM SEWERGATE VALVEGAS LINECURB STOP BOXHYDRANTHAND HOLE/JUNCTION BOXSTORM MANHOLETELEPHONE BOXCURB & GUTTERCONCRETE SURFACEGASPOHPUGSANSTOWATFOSCOSTCSEEETTVHHFIBER OPTIC PEDESTALFIBER OPTIC MANHOLEFOFOBITUMINOUS SURFACESTREET LIGHTSET MAG NAIL (UNLESS OTHERWISE NOTED ON SURVEY)TELEPHONE UNDERGROUNDTUGUNDERGROUND TELEVISION CTVPAVERS/DECORATIVE CONCRETESHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: N:\0037303.00\DWG\CIVIL\0037303ALTA.DWG 09/26/22FIRST BANK & TRUST PENTAGON VILLAGEC1.0EDINA, MN FIRST BANK & TRUST PENTAGON VILLAGEALTA NSPS LAND TITLE SURVEY .09/26/22 . 1010 MAINSTREET HOPKINS, MN 55343 HTG ARCHITECTS . . . 09/26/22NOT FOR CONSTRUCTION© 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'#########1" = ###. . . . . . . . . . ###PROJECT NUMBER: 0037303.00Lot 4, Block 1, Pentagon Village Hennepin County, Minnesota.(Torrens Property - Certificate of Title No. 1474191)LEGAL DESCRIPTION (Per Commitment No. NCS-1141416-MPLS)1.Bearings of property lines shown hereon are based on the Hennepin County coordinate system,(NAD 83 - 1986 Control Adjustment).2.Lengths of lines and distances between features are measured in US-Survey FeetGENERAL NOTESTo: First Bank & Trust, a South Dakota state banking corporation; Pentagon Village, LLC, a Minnesotalimited liability company; First American Title Insurance Company:This is to certify that this map or plat and the survey on which it is based were made in accordance withthe 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly establishedand adopted by ALTA and NSPS, and includes Items 1-4, 6(a)(b), 7(a), 8, 9, 11(a)(b), 13 and 16 of Table Athereof.The fieldwork was completed on August 24, 2022.Date of Plat or Map: 08/31/22 Chris Ambourn, LSMinnesota License No. 43005chris.ambourn@westwoodps.comSURVEYOR'S CERTIFICATE 820820820 820819819821821 821821822822822822 822822823823823823 823823823823 824 824 824824824 82182282382482482482082082182182282282382377TH STREET WESTEEHHHHSTHHSTSSS60COMPUTER AVENUE PUGWATWATWATWATWATWATWAT WATWATSANSANSANSANWATWATWATWATWATWATWATWATSTOSTOSTOSTOSTOWATSTOSTO STOSANSANSANSANSANSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOWAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT STO STO STO STO STO STO STO STO STO STO SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT PUBLICLY DEDICATED RIGHT OF WAY VARIABLE WIDTH RIGHT OF WAYPUBLICLY DEDICATED RIGHT OF WAYWATWATWATWATWATWATWATWATWATWATWATSANSANSANSANSANSANSAN SANSANSANSANSANSANSANFOFOCTVCTVCTVCTVSAN STOSTOSTOSTOSTOSTOSTOSAN REMOVE EXISTING CURBSAWCUT & REMOVEEXISTING PAVEMENTREMOVE EXISTING CURBSAWCUT & REMOVEEXISTING PAVEMENT\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\PRESERVE & PROTECT EX. LIGHT POLEPRESERVE & PROTECT EX. HYDRANTPRESERVE & PROTECT EX. HYDRANTPRESERVE & PROTECT EX. UTILITY MANHOLE.RE-ROUTE ELECTRIC LINES AS NEEDED FORBUILDING CONSTRUCTION. COORDINATE WITHCITY, COUNTY, AND MnDOT.WATWATWATWATWATSANSANSANSANSANSTOSTOSTOSTOSTOSTOSTSTWATWATWATSTSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSAN DTDTDTDTDTDTDTDTDTWAT STODT DT DT DT DTDTDTDTDTDTDTDTDTSNMHRIM ELEV = 819.42INV NW/E/SS 8" = 808.37SNMHRIM ELEV = 820.45INV NW/SE 8" = 809.40INV WSW PLUGED PIPE = 815.40SEEHHESANWATWATWATWATWATWATWATWATWATWATWAT W A T W A T W A T W A TWATWATWAT8" WMEETVPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGEFOFOFOFOFOFOFOFOCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVTVTVTTCBRIM ELEV = 818.59INV NE 12" = 815.29STOSTSTSTMHRIM ELEV = 819.19INV W 12"= 815.23INV S 24"= 814.90CHAMBER 3VOL.=20,711 CFSTMH 120RE=822.71IE(N)=817.71IE(W)=815.51CBMH 202RE=822.51IE(N,S,W)=819.0128 LF-12" STMSWR @ 1.57%103 LF-15" STMSWR @ 0.49%63 LF-12" STMSWR @ 1.17%STMH 130RE=823.16IE(NW,S)=818.11OUTLET STMH 140RE=822.87ORIFICE ELEVATION=819.67IE=818.45SEE CHAMBER 3 DETAIL30 LF-12" STMSWR @ 1.13%CBMH 210RE=821.80IE=818.5597 LF-12" STM SWR @ 0.41%CB 203RE=822.37IE=819.75STMH 201RE=824.23IE(E)=819.53IE(NW,S)=818.67STMH 200RE=822.87IE=818.178" PVC ROOF DRAINSTUB IE=820.508" PVC ROOF DRAINSTUB IE=820.50103 LF-8" STMSWR @ 3.42%8" WM STUB(COMB.)10" WM8" WM8" WM8" SAN. STUBIE=814.6025 LF - 8"PVC @ 12.80%99 LF - 10" PVC @ 3.29%PUBLICPUBLIC8" WM SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: N:\0037303.00\DWG\CIVIL\0037303RM01.DWG 09/26/22FIRST BANK & TRUST PENTAGON VILLAGEC2.0EDINA, MN FIRST BANK & TRUST PENTAGON VILLAGE EXISTING CONDITIONS & REMOVALS PLAN .09/26/22 . 1010 MAINSTREET HOPKINS, MN 55343 HTG ARCHITECTS . . . 09/26/22NOT FOR CONSTRUCTION© 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20'PROJECT NUMBER: 0037303.00PROPERTY LINE\\\\\\CURB & GUTTERSAW CUT PAVEMENTSANSANITARY SEWERWATWATER MAINSTOSTORM SEWERCONCRETEBITUMINOUSBUILDINGTREELIGHT POLETRAFFIC SIGNEXISTINGPROPOSEDSANWATSTOCONSTRUCTION BARRICADEWATHYDRANTWATGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETUGPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHFOTELEPHONE FIBER OPTICFOCTVCABLE TELEVISIONCTVRETAINING WALLFENCEXSOIL BORING LOCATIONSB-19TREE LINEXEXISTINGREMOVALS\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\REMOVAL LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2.CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTSAND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO REMAIN. CONTRACTORSHALL BE RESPONSIBLE FOR PROTECTING OR REPLACING MISCELLANEOUS ITEMS (SUCH ASFENCES, SIGNS, IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION.3.CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TOMAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS.4.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FORREMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALLPERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR.REMOVAL NOTESSSX*XXX 77TH STREET WESTEEHHHHSTHHSTSSS60COMPUTER AVENUE PUBLICLY DEDICATED RIGHT OF WAY VARIABLE WIDTH RIGHT OF WAYPUBLICLY DEDICATED RIGHT OF WAYENTERDO NOT ENTERFIRST BANK & TRUST11,000 SFFFE=824.8118881118'131311S.3S.1221101513'14.3' 17 . 4 4 ' 15. 5 9 '18.79'19.42'5'6'6'S.1S.35'5'8.5'8.5'8.5'9'18'9BBCAAAA4'S.2S.2DSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: N:\0037303.00\DWG\CIVIL\0037303SP01.DWG 09/26/22FIRST BANK & TRUST PENTAGON VILLAGEC3.0EDINA, MN FIRST BANK & TRUST PENTAGON VILLAGECIVIL SITE PLAN .09/26/22 . 1010 MAINSTREET HOPKINS, MN 55343 HTG ARCHITECTS . . . 09/26/22NOT FOR CONSTRUCTION© 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20'PROJECT NUMBER: 0037303.00S.1S.10S.2REFERENCESTOP SIGN30" X 30"R1-1SIZEMnDOT DESIGNATIONS.3HANDICAP ACCESSIBLEDO NOT ENTER12" X 18"30" X 30"R7-8MR5-11 B612 CURB AND GUTTER9PRIVATE PEDESTRIAN CURB RAMP10PRIVATE PARALLEL PEDESTRIAN CURB RAMP11CROSS WALK STRIPING13TRAFFIC ARROW15HANDICAP ACCESSIBLE SIGNAGE AND STRIPING22SAW CUT CONTROL JOINT1·PARCEL DESCRIPTION:SEE ALTA SURVEY·PROPERTY AREA:39,177 SF (0.899 AC)·PERVIOUS SURFACE:6,138 SF (15.7%)·IMPERVIOUS SURFACE(RATIO):33,039 SF (84.3%)·BUILDING INTERIOR FLOOR AREA:15,000 SF·TOTAL ENCLOSED BUILDING AREA:20,600 SF·BUILDING SETBACK PER CODE:15'= 77TH STREET W15'= COMPUTER AVENUE·PARKING SETBACK:20'=FRONT AND ROW·PARKING PROVIDED:36 STALLSSIGN LEGENDSITE DETAILS (SI-0XX)SITE DEVELOPMENT SUMMARY1.BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONALSERVICES, MINNETONKA, MN, 08/24/2022.2.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THEENGINEER SHOULD BE NOTIFIED IMMEDIATELY.3.REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS.4.ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISENOTED.5.REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OFEXITS, RAMPS, AND TRUCK DOCKS.6.ALL CURB RADII ARE SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED.7.ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERSAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT.TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.9.BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THERECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.10.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURINGCONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TOADJACENT PROPERTIES.11.SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPAREDBY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS.GENERAL SITE NOTESPROPERTY LINESETBACK LINEEASEMENT LINECURB AND GUTTERLOT LINEPOND NORMAL WATER LEVELRETAINING WALLCONCRETE PAVEMENTNUMBER OF PARKING STALLSTRANSFORMERSITE LIGHTINGEXISTINGPROPOSEDFENCEXXHEAVY DUTY BITUMINOUS PAVEMENTNORMAL DUTY BITUMINOUS PAVEMENTTRAFFIC SIGNPOWER POLEBOLLARD / POSTCONCRETE SIDEWALKTIP-OUT CURB AND GUTTERSITE LEGEND5TA MATCH EX. CURB & GUTTERBMATCH EX. ASPHALT PAVEMENT W/ SAWCUTCSTAIRSDMASONRY KNEE WALLS W/ PRECAST CAP (SEE ARCH.)SITE KEYNOTESA 820820820 820819819821821 821821822822 822822823823 823823823 824 824 824824 82182282382482482477TH STREET WESTEEHHSTSCOMPUTER AVENUEENTER DO NOT ENTERFIRST BANK & TRUST11,000 SFFFE=824.8823.38823.77B 823.50F 823.00822.74822.60822.78822.72823.02823.27823.66823.42823.25824.80824.20823.67824.15B 823.11F 823.11823.14823.62823.68823.63823.15B 823.13F 823.13B 823.64F 823.14823.30823.40B 823.66F 823.66B 823.68F 823.68B 824.22F 823.72823.60823.53823.47823.37823.26823.20823.13823.84B 824.24F 823.74823.94824.64824.73824.56B 824.59F 824.59B 824.46F 824.46823.58823.77823.96824.10824.10823.70823.66823.28823.40B 824.19F 824.19823.55823.44823.23823.26822.75822.78B 823.26F 822.76822.88823.32823.42823.03820.18820.13820.18820.06819.65819.58819.99821.20823.44823.30819.30819.16820.00824.26824.71824.67824.61824.25823.80823.84824.29823.32823.51822.94822.92823.30823.95823.84824.01824.74824.17B 824.85F 824.35B 824.68F 824.18824.30824.80824.80823.09820.27819.87820820 821822823820821 822823 824823824 823824824.88824.77824.20824.23824.63824.80824.65823.70823.50823.63B 824.80F 824.80824.67824.80824.21823.77823.72824.17824.29824.22824.60824.37824.74824.65824.63824.59823.62823.52822.76821.26820.60822.02820.00820.36820.71820.89823.501.84%824.711.80%1.97%SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: N:\0037303.00\DWG\CIVIL\0037303GD01.DWG 09/26/22FIRST BANK & TRUST PENTAGON VILLAGEC4.0EDINA, MN FIRST BANK & TRUST PENTAGON VILLAGEGRADING PLAN .09/26/22 . 1010 MAINSTREET HOPKINS, MN 55343 HTG ARCHITECTS . . . 09/26/22NOT FOR CONSTRUCTION© 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'10'20'30'1" = 10'. . . . . . . . . . 10'PROJECT NUMBER: 0037303.00PROPERTY LINE982980POND NORMAL WATER LEVELRIDGE LINETOP AND BOTTOM OF RETAINING WALLEMERGENCY OVERFLOWSB-19SOIL BORING LOCATIONSTOSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWEREXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980WATSANSPOT ELEVATIONFLOW DIRECTIONSB-19RETAINING WALLGRADING LIMITSGLCURB AND GUTTERFLARED END SECTION (WITH RIPRAP)GRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THISPLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITYLOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIEDIMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS ANDDIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISEBUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACTLOCATIONS AND NUMBER OF DOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARDSPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" ASPREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED.THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEELANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFICCONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMENAND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OFTHESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFICCONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THISSHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE ASMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONSARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOWLINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACEGRADE.9.SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS.10.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITEGRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OFALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATINGAGENCIES.11.CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY ALICENSED PROFESSIONAL ENGINEER.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THENATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.13.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILLBE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKINGMINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, ORAPPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISIONAND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BEEXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.14.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALLBE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED INMNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.15.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA,SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARYCOMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.16.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENTGEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE ORUNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THECONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS ANDINSPECTIONS WITH THE GEOTECHNICAL ENGINEER.GRADING NOTES0.00%900.00900.00TW=XXX.XXBW=XXX.XXE.O.F. 820820820 820819819821821 821821822822822822 822822823823823823 823823823823824824824824824821822823824824824 82082182282282377TH STREET WESTEEHHHHSTHHSTSS60COMPUTER AVENUE PUBLICLY DEDICATED RIGHT OF WAY VARIABLE WIDTH RIGHT OF WAYPUBLICLY DEDICATED RIGHT OF WAYENTERDO NOT ENTERFIRST BANK & TRUST11,000 SFFFE=824.8INLET PROTECTION (TYP.)EROSION CONTROL ENTRANCE (TYP.)SFSFSFSFSFSFSFSFSFSFSFSF SILT FENCE (TYP.)BIOROLL (TYP.)SFSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: N:\0037303.00\DWG\CIVIL\0037303GD01.DWG 09/26/22FIRST BANK & TRUST PENTAGON VILLAGEC4.1EDINA, MN FIRST BANK & TRUST PENTAGON VILLAGEEROSION CONTROL PLAN .09/26/22 . 1010 MAINSTREET HOPKINS, MN 55343 HTG ARCHITECTS . . . 09/26/22NOT FOR CONSTRUCTION© 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20'PROJECT NUMBER: 0037303.001.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATIONSHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFYEXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES.2.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANYEXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUNDCOVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OFEXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TOEROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITYSHALL BE INCIDENTAL TO THE GRADING CONTRACT.3.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETERESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THECONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION ANDSILTATION INCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTIONENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITHGRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BYTHE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION ASREQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANYDEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORMSEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BECLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR.ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THETURF IS ESTABLISHED.4.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACHWORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TODETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.5.PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARY PONDING DURINGCONSTRUCTION.6.WHEN INSTALLING END-OF-LINE FLARED END SECTIONS, BRING THE SILT FENCE UP & OVER THEFLARED END SECTIONS & COVER DISTURBED AREAS WITH RIP RAP. THE UPSTREAM FLARED ENDSECTIONS SHALL HAVE WOOD FIBER BLANKET INSTALLED ON THE DISTURBED SOILS.7.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITHSEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BE HARD SURFACE WITHIN 2 WEEKSOF COMPLETION OF CONSTRUCTION.8.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, ANDCITY.A.TEMPORARY (GREATER THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 22-111 AT30.5-POUNDS PER ACRE.B.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREC.INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX 34-262 AT 14.5-POUNDS PERACRE.D.POND SLOPES SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.E.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.F.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROLBLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAPSEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTIONSHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TO RESTORE THE POND TO THEPROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONALPOLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTORSHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TOINSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS ORBUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW.14.PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREETSWEEPING SHALL BE CONCURRENT WITH SITE WORK.GENERAL EROSION CONTROL NOTESPROPERTY LINESILT FENCEPOND NORMAL WATER LEVELROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETEMERGENCY OVERFLOWSOIL BORING LOCATIONSTORM SEWERDRAIN TILEWATER MAINSANITARY SEWERINLET PROTECTIONEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOURRETAINING WALLSFGRADING LIMITSCURB AND GUTTERFLARED END SECTION (WITH RIPRAP)TURF REINFORCEMENT MATEROSION CONTROL LEGENDSTOWATSANGLSB-19SB-19E.O.F.HEAVY DUTY SILT FENCEHDSFREDUNDANT SILT CONTROLRSC982980982980 77TH STREET WESTEEHHHHSTHHSTSSS60COMPUTER AVENUE PUGWATWATWATWATWATWATWAT WATWATSANSANSANSANWATWATWATWATWATWATWATWATSTOSTOSTOSTOSTOWATSTOSTO STOSANSANSANSANSANSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOWAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT STO STO STO STO STO STO STO STO STO STO SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WAT PUBLICLY DEDICATED RIGHT OF WAY VARIABLE WIDTH RIGHT OF WAYPUBLICLY DEDICATED RIGHT OF WAYWATWATWATWATWATWATWATWATWATWATWATSANSANSANSANSANSANSAN SANSANSANSANSANSANSANFOFOCTVCTVCTVCTVSAN STOSTOSTOSTOSTOSTOSTOSAN FIRST BANK & TRUST11,000 SFFFE=824.8WATWATWATWATWATSTOSTOSTOSTOSTOSTOSTSTWATWATWATSTSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTO DTDTDTDTDTDTDTDTDTWAT STODT DT DT DT DTDTDTDTDTDTDTDTDTSNMHRIM ELEV = 819.42INV NW/E/SS 8" = 808.37SNMHRIM ELEV = 820.45INV NW/SE 8" = 809.40INV WSW PLUGED PIPE = 815.40SEEHHEWATWATWATWATWATWATWATWATWATWATWAT W A T W A T W A T W A TWATWATWAT8" WMEETVPUGPUGPUGPUGPUGPUGPUGPUGPUGPUGEFOFOFOFOFOFOFOFOCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVTVTVTTCBRIM ELEV = 818.59INV NE 12" = 815.29STOSTSTSTMHRIM ELEV = 819.19INV W 12"= 815.23INV S 24"= 814.90CHAMBER 3VOL.=20,711 CFSTMH 120RE=822.71IE(N)=817.71IE(W)=815.51CBMH 202RE=822.51IE(N,S,W)=819.0128 LF-12" STMSWR @ 1.57%103 LF-15" STMSWR @ 0.49%63 LF-12" STMSWR @ 1.17%STMH 130RE=823.16IE(NW,S)=818.11OUTLET STMH 140RE=822.87ORIFICE ELEVATION=819.67IE=818.45SEE CHAMBER 3 DETAIL30 LF-12" STMSWR @ 1.13%CBMH 210RE=821.80IE=818.5597 LF-12" STM SWR @ 0.41%CB 203RE=822.37IE=819.75STMH 201RE=824.23IE(E)=819.53IE(NW,S)=818.67STMH 200RE=822.87IE=818.178" PVC ROOF DRAINSTUB IE=820.508" PVC ROOF DRAINSTUB IE=820.50103 LF-8" STMSWR @ 3.42%8" WM STUB(COMB.)10" WM8" WM8" WM8" SAN. STUBIE=814.6025 LF - 8"PVC @ 12.80%99 LF - 10" PVC @ 3.29%PUBLICPUBLIC8" WMCONNECT TO EX. STUBSSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: N:\0037303.00\DWG\CIVIL\0037303UT01.DWG 09/26/22FIRST BANK & TRUST PENTAGON VILLAGEC5.0EDINA, MN FIRST BANK & TRUST PENTAGON VILLAGEUTILITY PLAN .09/26/22 . 1010 MAINSTREET HOPKINS, MN 55343 HTG ARCHITECTS . . . 09/26/22NOT FOR CONSTRUCTION© 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20'PROJECT NUMBER: 0037303.00SANEXISTINGPROPOSEDSANITARY SEWERSTOSTORM SEWERWATWATER MAINEASEMENT LINEPROPERTY LINEWATHYDRANTGATE VALVEDRAIN TILEFLARED END SECTION (WITH RIPRAP)LIGHT POLEGASGASGASPUGUNDERGROUND ELECTRICPUGTUGUNDERGROUND TELEPHONETOHPOHOVERHEAD ELECTRICPOHTOHOVERHEAD TELEPHONETOHFOTELEPHONE FIBER OPTICFOCTVCABLE TELEVISIONCTVFMFMSANITARY SEWER FORCE MAINCURB AND GUTTERUTILITY LEGEND1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATIONSHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFYEXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OFDISCREPANCIES.2.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALLBE PER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THECURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINEINSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THECITY ENGINEERS ASSOCIATION OF MINNESOTA.3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATEAND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEERTHAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THECONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER.4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION ANDDIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS ANDEXACT BUILDING UTILITY CONNECTION LOCATIONS.5.ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OFTHE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINECONSTRUCTION WITH THE UTILITY COMPANIES.6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, ANDUTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIREDTESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSETO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SOBY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONSOF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR.7.WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FORADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THEJOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPEMANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TOCONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION.8.PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS.9.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGSWITH SANITARY SEWER OR STORM SEWER. THE WATER LINE SHALL NOT HAVE JOINTS ORCONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER.10.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISESHOWN OR NOTED.11.DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATERLINES SHALL BE TYPE K PER ASTM B88. PVC WATER LINES SHALL BE PER AWWA C900 ANDINSTALLED PER AWWA C605 IF ALLOWED BY CITY.12.ALL WATER LINES SHALL HAVE <<7.5' OR 8'>> MINIMUM COVER. INSULATE WATER MAIN IFLESS THAN 8' OF COVER. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OREQUIVALENT, WITH 4 INCHES OF THICKNESS.13.SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC)SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATER THAN 15 FEET. SANITARY SEWER PIPEWITHIN 5 FEET OF THE BUILDING AND UNDER FOOTINGS SHALL BE SCHEDULE 40 PER ASTMD2665. ALL PLASTIC SANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTSMUST INCLUDE USE OF A PRIMER WHICH IS OF A CONTRASTING COLOR TO THE PIPE ANDCEMENT. ALL SANITARY SEWER SHALL BE TESTED ACCORDING TO MINNESOTA PLUMBINGCODE, PART 712.0.14.STORM SEWER PIPE:A.RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY.B.REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER,CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED, PER ASTM C76,WITH GASKETS PER ASTM C443.C.HDPE STORM PIPE 4- TO 10-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTOM252. HDPE STORM PIPE 12- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OFASTM F2306. FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PER ASTM D2321.D.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 ANDINSTALLED PER ASTM D2321.E.CORRUGATED METAL PIPE (CMP) FOR SIZES 18- TO 120-INCH AND MUST MEET ASTM A760OR ASTM A796 AND BE INSTALLED PER ASTM A798. CMP MAY NOT BE INSTALLED WITHIN10-FEET OF A WATERMAIN, WATER SERVICE, OR A BUILDING.F.ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT ORWATERTIGHT AS REQUIRED BY MINNESOTA PLUMBING CODE, PART 707.3. STORM SEWERLOCATED WITHIN 10-FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PERMINNESOTA PLUMBING CODE, PART 712.15.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PERMINNESOTA RULES, PART 7560.0150.16.POST INDICATOR VALVES SHALL BE CLOW F-5750 (OR EQUIVALENT) MEETING AWWASTANDARD C509 AND CITY STANDARDS. VALVE TO BE MECHANICAL JOINT RESILIENT WEDGEGATE VALVE. POST TO BE ADJUSTABLE FOR 8 FEET WATER MAIN DEPTH. THE ELECTRICAL ALARMSWITCH SHALL BE PART NO. PCVS2 (OR EQUIVALENT).17.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITHAN AS-BUILT RECORD OF UTILITY CONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATIONAND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNEROR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED.18.ALL MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ONPLAN REFLECT THE SUMPED ELEVATIONS.19.ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED 0.15 FEET AND MANHOLE CASTINGS INPAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPEDELEVATIONS.GENERAL UTILITY NOTESSDT LOT 4BLOCK 1EEHHHHSTHHSTSSPUGWATWATWATWATWATWATWAT WATWATSANSANSANSANWATWATWATWATWATWATWATWATSTOSTOSTOSTOSTOWATSTOSTO STOSANSANSANSANSANSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOSTOWAT WAT WAT WAT WAT WAT WAT WAT WAT WAT WATWAT WATWATWATWATWATWATWATWATWATSANSANSANSAN SANSANSANSANSANSANFOFOCTVCTVCTVCTVSAN STOSTOSTOSTOSTOSTOSTOSAN ENTERDO NOT ENTERFIRST BANK & TRUST11,000 SFFFE=824.8CCCCCCBBAAAAAAAAAAACSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LAND SURVEYOR UNDER THE LAWS OF THE STATE OF MINNESOTA I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS: N:\0037303.00\DWG\CIVIL\0037303PL01.DWG 09/26/22FIRST BANK & TRUST PENTAGON VILLAGEL1.0EDINA, MN FIRST BANK & TRUST PENTAGON VILLAGELANDSCAPE PLAN .09/26/22 .. .09/26/2209/26/22 1010 MAINSTREET HOPKINS, MN 55343 HTG ARCHITECTS . . . 09/26/22 . .NOT FOR CONSTRUCTION© 2022 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'20'40'60'1" = 20'. . . . . . . . . . 20' 4' or 2'PROJECT NUMBER: 0037303.00OVERSTORY TREE REQUIREMENTTREES REQUIRED ON SITE IS DETERMINED BY THE SITE PERIMETER OF THE LOT DIVIDED BY 40.IN ADDITION TO THE REQUIRED NUMBER OF OVERSTORY TREES, A FULL COMPLIMENT OF UNDERSTORY TREES ANDSHRUBS SHALL BE PROVIDED TO COMPLETE A QUALITY LANDSCAPE TREATMENT.MINIMUM SIZE OF REQUIRED OVERSTORY TREES FOR BUILDING HEIGHT GREATER THAN 24' AS FOLLOWS:DECIDUOUSCONIFEROUS% OF TOTALMIN. REQ.ORNAMENTAL2" CAL. OR LESS5' HT. OR LESS5%2COMPLIMENTARY2.5" CAL.6' HT.25%6ACCENT3.5" CAL.8' HT25%6PRIMARY4.5" CAL.10' HT.20%5FULL5.5" CAL.12' HT20%5TOTAL241 OVERSTORY TREE PER 40 LF OF SITE PERIMETER (902/40= 22.55 TREES)TREES REQUIRED BASED ON SITE PERIMETER= 23TREES REQUIRED AFTER CALCULATING MINIMUM SIZING= 24TREES PROVIDED= 24PROPOSED TREE PLANTINGSDECIDUOUS TREES= 19 SIZES: 2 @ 1.5", 3 @ 2.5", 4 @ 3.5", 5 @ 4.5", 5 @ 5.5"CONIFEROUS TREES= 5 SIZES: 0 @ 5', 3 @ 6', 2 @ 8', 0 @ 10', 0 @ 12'LANDSCAPE SUMMARYB&B--CHB2.5" CAL.--WSB2.5" CAL.B&B--PFC1.5" CAL.B&B--BHS6' HT.--SCP6' HT.--BLC--MJJ4'-0" O.C.--MUP4'-0" O.C.--TAY4'-0" O.C.--ANH4'-0" O.C.--ALC3'-0" O.C.--DBH3'-0" O.C.--ICD18" O.C.--PMD12" O.C.--SDO12" O.C.--BLB18" O.C.B&B4'-0" O.C.#1 CONT.#1 CONT.#1 CONT.B&B--IMH2.5" CAL.B&B--SGM2.5" CAL.B&B--KFG24" O.C.CONT.#5 CONT.#5 CONT.#5 CONT.CONT.CONT.CONT.#1 CONT.#1 CONT.--BPJ4'-0" O.C.--AFS18" O.C.--RGD4'-0" O.C.--AJN4'-0" O.C.--MNS18" O.C.--NFS3'-0" O.C.--DKL5'-0" O.C.CONT.CONT.#5 CONT.CONT.CONT.--DGN4'-0" O.C.CONT.--MWG3'-0" O.C.CONT.--DHW3'-0" O.C.CONT.#5 CONT.--HZA3'-0" O.C.#5 CONT.--BNS5'-0" O.C.#1 CONT.#1 CONT.SIENNA GLEN MAPLEWHITESPIRE BIRCHIMPERIAL HONEYLOCUSTCOMMON HACKBERRYOVERSTORY TREEABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT MIN. =MINIMUM O.C. = ON CENTER SP. = SPREAD QTY .= QUANTITY CONT. = CONTAINERNOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY.ORNAMENTAL TREECONIFEROUS TREECONIFEROUS SHRUBDECIDUOUS SHRUBPERENNIALSPRAIRIEFIRE CRABBLACK HILLS SPRUCESCOTCH PINEBIRD'S NEST SPRUCEHETZ MIDGET ARBORVITAEMINT JULEP JUNIPERMUGO PINETAUNTON YEWBLUE PRINCE JUNIPERNEON FLASH SPIREAALPINE CURRANTDWARF BUSH HONEYSUCKLEMINUET WEIGELADARK HORSE WEIGELAANNABELLE HYDRANGEAAMBER JUBILEE NINEBARKDART'S GOLD NINEBARKRED GNOME DOGWOODBLACK CHOKEBERRYDWARF KOREAN LILACICE CARNIVAL DAYLILYPARDON ME DAYLILYSTELLA DE ORO DAYLILYAUTUMN FIRE SEDUMMAY NIGHT SALVIABLAZE LITTLE BLUESTEM GRASSKARL FOERSTER FEATHER REED GRASSB&B2.5" CAL.--AGGAUTUMN GOLD GINKOROOTSIZEBOTANICAL NAMEACER X FREEMANII 'SIENNA'BETULA POPULIFOLIA 'WHITESPIRE'GLEDITSIA TRIACANTHOS VAR. INERMIS 'IMPCOLE'CELTIS OCCIDENTALISMALUS 'PRAIRIEFIRE'PICEA GLAUCA DENSATAPINUS SYLVESTRISPICEA ABIES 'NIDIFORMIS'THUJA OCCIDENTALIS 'HETZ MIDGET'JUNIPERUS CHINENSIS 'MONLEP'PINUS MUGO PUMILIOTAXUS MEDII 'TAUNTON'JUNIPERUS HORIZONTALIS 'BLUE PRINCE'SPIRAEA JAPONICA 'NEON FLASH'RIBES ALPINUMDIERVILLA LONICERAWEIGELA FLORIDA 'MINUET'WEIGELA FLORIDA 'DARK HORSE'HYDRANGEA ARBORESCENS 'ANNABELLE'PHYSOCARPUS OPULIFOLUS 'JEFAM'PHYSOCARPUS OPULIFOLIUS 'DART'S GOLD'CORNUS ALBA SIBIRICAARONIA MELANOCARPASYRINGA MEYERI 'PALIBIN'HEMEROCALLIS 'ICE CARNIVAL'HEMEROCALLIS 'PARDON ME'HEMEROCALLIS 'STELLA DE ORO'SEDUM X 'AUTUMN FIRE'SALVIA X NEMOROSA 'MAY NIGHT'SCHIZACHYRIUM SCOPARIUM 'BLAZE'CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'GINKO BILOBA 'AUTUMN GOLD'AS SHOWNAS SHOWNAS SHOWNAS SHOWNAS SHOWNAS SHOWNAS SHOWNX'-X" O.C.X'-X" O.C.X'-X" O.C.X'-X" O.C.X'-X" O.C.X'-X" O.C.AS SHOWNSPACINGSINGLESINGLEFULLFULL------SINGLESINGLESINGLE------------------------------------------SINGLEREMARKSPLANT SCHEDULECOMMONCODEQTY14552955125#1 #1 #1 #5 #5 #5 #5 #1 #1 #5 #5 #5 #5 #5 #5 #5 #1 #1 LANDSCAPE LEGENDSHRUBS / VINESOVERSTORY DECIDUOUS TREEORNAMENTAL TREEPERENNIALSEDGERBOULDERSASHREDDED HARDWOOD MULCH (TYP.)BEDGER (TYP.)CSOD (TYP.)DROCK MULCHALANDSCAPE KEYNOTESB&B--JTL1.5" CAL.JAPANESE TREE LILACSYRINGA RETICULATAAS SHOWNSINGLE EVNO PARKINGEVEVEV3 A-04 1 A-04 2 A-04 4 A-04 5-STORY HOTEL JERSEY MIKE'S WEST 77TH STREET COMPUTER AVENUEENTERDO NOT ENTERCOVERED MAIN ENTRY RAISED TOWER STAFF ENTY COVERED DRIVE-UP LANE ( 2 ) FIRST BANK & TRUST EMPLOYEE PARKING 10'-0" 10'-0"DRI VE-UP WI NDOWTRASH ATMKIOSK( 1 ) 5 A-04 PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINE PROPERTY LINESERVICE DOOR PENTAGON VILLAGE PLAZA 14'-0"12'-0"SEE CIVILSEE CIVIL SEE CIVILSEE CIVILA-01 FIRST BANK & TRUST - PENTAGON VILLAGE EDINA MINNESOTA 09/26/2022 FIRST BANK & TRUST BUILDING AREA ANALYSIS MAIN LEVEL BANK AREA: 5,000 SF UPPER LEVEL BANK AREA: 10,000 SF ENCLOSED DRIVE LANE: 5,600 SF TOTAL INTERIOR FLOOR AREA: 15,000 SF TOTAL ENCLOSED BUILDING AREA: 20,600 SF ARCHITECTURAL SITE PLAN NORTH WEST 77TH STREET COMPUTER AVENUEENTERDO NOT ENTERRAISED TOWER FIRST BANK & TRUST PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINE PROPERTY LINEPREVIOUS APPROVAL WEST 77TH STREET COMPUTER AVENUEA-02 FIRST BANK & TRUST - PENTAGON VILLAGE EDINA MINNESOTA 09/26/2022 COMPARISON SITE PLAN NORTH PROPOSED SITE PLAN PREVIOUSLY APPROVED SITE PLAN (SHOWN FOR COMPARISON) RETAIL MANAGER SALES MANAGER MORTGAGE LENDING Tech Island Coffee BACK STAIR Employee Lockers CONFERENCE EMPLOYEE ENTRANCE MORTGAGE LENDING (FUTURE / FLEX) Storage Loan Processor SUMP / FIRE SPRINKLER VESTIBULE Fireplace LOBBY Logo Wall (Above)ELEVATOR (Open Atrium) (Open Atrium) Print / Copy TCR CASH WORK ROOM Deal Drawer ATM Night Deposit Kiosk STAIR Loan Processor Loan Processor (Future)Print / CopyTRASH ENCLOSURE EMPLOYEE PARKING MORTGAGE LENDING MORTGAGE LENDING Stor.TCR Sit Down UNISEX UNISEX MORTGAGE LENDING Pavement Striping Pavement Striping Pavement Striping Screened Opening Screened OpeningScreened OpeningScreened OpeningScreened OpeningScreened OpeningScreened OpeningScreened OpeningScreened OpeningScreened OpeningScreened OpeningScreened OpeningScreened Opening Screened Opening Screened Opening Screened OpeningTransclucent GlazingTranslucent Glazing Translucent Glazing Clear Opening 140'-3"75'-7"3'-4"19'-4"29'-9"52'-5"33'-11"81'-10"4'-4"120'-1"5'-11"55'-1" 61'-0"16'-3"15'-9"49'-6" (Open Below) EMPLOYEE LOUNGE BUSINESS BANKING SBA OFFICE SBA OFFICE BUSINESS BANKING BUSINESS BANKING BUSINESS BANKING BUSINESS BANKING STORAGE WKST (FUTURE) Print / Copy CONFERENCE / TRAINING Retractable Acoustic Wall JAN. MECH / ELEC QUIET ROOM SERVER FLEX / FUTURE FLEX / FUTURE Print / Copy BACK STAIR CORRIDOR STAIR ELEVATOR WAITING WEALTH MANAGEMENT WEALTH MANAGEMENT WEALTH MANAGEMENT WEALTH MANAGEMENT Print / Copy Admin. Assistant FLEX / FUTURE FLEX / FUTURE FITNESS ROOM FLEX / FUTURE WEALTH MANAGEMENT Admin. Assistant (Future) WKST STORAGE Coat Rack Millwork CabinetA/V CabinetMEN WOMEN SHOWER SHOWER A-03 FIRST BANK & TRUST - PENTAGON VILLAGE EDINA MINNESOTA 09/26/2022 PROPOSED MAIN LEVEL FLOOR PLAN PROPOSED UPPER LEVEL FLOOR PLAN ARCHITECTURAL FLOOR PLANS NORTH MATERIAL 2 MATERIAL 3MATERIAL 3 MATERIAL 1 MATERIAL 4MATERIAL 5 MATERIAL 2 30'-8"37'-0"WALL SIGNAGE 1 MATERIAL 3 MATERIAL 2 MATERIAL 3 MATERIAL 1 MATERIAL 2 MATERIAL 1 MATERIAL 3MATERIAL 6 37'-10"37'-0"WALL SIGNAGE 1 MATERIAL 3 MATERIAL 2MATERIAL 3MATERIAL 1 MATERIAL 3 MATERIAL 5MATERIAL 4 37'-0"28'-5"MATERIAL 2MATERIAL 1 MATERIAL 3MATERIAL 3 MATERIAL 1 MATERIAL 3 MATERIAL 3MATERIAL 5WALL SIGNAGE 3 37'-0"30'-8"MATERIAL 1 MATERIAL 3MATERIAL 1 MATERIAL 3 MATERIAL 4MATERIAL 4MATERIAL 4MATERIAL 4 MATERIAL 2 MATERIAL 7 37'-0"30'-8"WALL SIGNAGE 2 MATERIAL 2 LIGHT GRAY METAL PANEL MATERIAL 1 MEDIUM GRAY METAL PANEL MATERIAL 3 BEIGE STONE PANEL MATERIAL 4 BLACK ALUMINIUM (STOREFRONT AND COPING) MATERIAL 5 BLACK METAL VISIBILITY SCREEN MATERIAL 6 TRANSLUCENT STOREFRONT GLAZING MATERIAL 7 INTERNALLY ILLUMINATED DECORATIVE FIN W/SOFT LIGHTING A-04 FIRST BANK & TRUST - PENTAGON VILLAGE EDINA MINNESOTA 09/26/2022 3/32" = 1'-0" EAST ELEVATION 3/32" = 1'-0" NORTH ELEVATION 3/32" = 1'-0" SOUTH ELEVATION 3/32" = 1'-0" WEST ELEVATION 3/32" = 1'-0" NORTHWEST ELEVATION EXTERIOR ELEVATIONS A-05 FIRST BANK & TRUST - PENTAGON VILLAGE EDINA MINNESOTA 09/26/22 PREVIOUSLY APPROVED ELEVATIONS (APPROVED DECEMBER 2018 LOT 4 DRAWINGS INCLUDED FOR REFERENCE ONLY) PREVIOUSLY APPROVED FLOOR PLAN (FOR REFERENCE ONLY) (FOR REFERENCE ONLY) (FOR REFERENCE ONLY) (FOR REFERENCE ONLY) (FOR REFERENCE ONLY) SERVICE DOOR SERVICE DOOR VESTIBULE ENTRY STOREFRONTSTOREFRONT ENTRY WEST 77TH STREET COMPUTER AVENUE A-06 FIRST BANK & TRUST - PENTAGON VILLAGE EDINA MINNESOTA 09/26/2022 PROJECT LOCATION PHOTOGRAPHS EXISTING SITE CONDITIONS ADA PARKING CROSSWALK FROM HOTEL SITE PROPOSED MAIN ENTRY LOCATION W 77TH/COMPUTER INTERSECTION PROPOSED BUILDING LOCATION W 77TH/COMPUTER INTERSECTION PROPOSED BUILDING LOCATION W 77TH/COMPUTER INTERSECTION JERSEY MIKE'S W 77TH/COMPUTER INTERSECTION PROPOSED BUILDING LOCATION PROPOSED BUILDING LOCATION JERSEY MIKE'S A-07 FIRST BANK & TRUST - PENTAGON VILLAGE EDINA MINNESOTA 09/26/2022 PROJECT LOCATION PHOTOGRAPHS ADJACENT SITES PENTAGON VILLAGE PLAZA JERSEY MIKE'S (VIEW FROM DEVELOPMENT INTERIOR) THE RESERVE (VIEW FROM DEVELOPMENT INTERIOR) PARKING STRUCTURE JERSEY MIKE'S (VIEW FROM WEST 77TH STREET) THE RESERVE (VIEW FROM WEST 77TH STREET) A-08 FIRST BANK & TRUST - PENTAGON VILLAGE EDINA MINNESOTA 09/25/22 EXTERIOR RENDERING AT MAIN ENTRY A-09 FIRST BANK & TRUST - PENTAGON VILLAGE EDINA MINNESOTA 09/25/22 EXTERIOR RENDERING FROM INTERSECTION OF WEST 77TH STREET & COMPUTER AVENUE A-10 FIRST BANK & TRUST - PENTAGON VILLAGE EDINA MINNESOTA 10/07/22 EXTERIOR RENDERING FROM COMPUTER AVENUE DAYTIME EVENING A-11 FIRST BANK & TRUST - PENTAGON VILLAGE EDINA MINNESOTA 09/25/22 EXTERIOR RENDERING FROM DRIVE-UP INTERIOR A-12 FIRST BANK & TRUST - PENTAGON VILLAGE EDINA MINNESOTA 09/26/22 EXTERIOR RENDERING AT NIGHT Original Text: Sec. 36-510. - Planned Unit Development District-17 (PUD-17) Pentagon Park South. …. (h) Signs shall be regulated per the Mixed Development District. Supplementary Text for Reference: Sec. 36-1717. - Mixed Development District. (5) Building identification signs: office. a. MDD-6. One wall sign per building per frontage and one freestanding sign per building per frontage. The maximum area of the first wall sign or freestanding sign shall not exceed 50 square feet and the maximum area of each additional sign shall not exceed 36 squa re feet. Maximum height: eight feet. b. MDD-3, MDD-4 and MDD-5. One building identification sign per frontage. The first sign shall not exceed 50 square feet and each additional sign shall not exceed 36 square feet. Maximum height: eight feet. Proposed Language to Amend the Zoning Ordinance: Sec. 36-510. - Planned Unit Development District-17 (PUD-17) Pentagon Park South. …. (h) Signs shall be regulated per the Mixed Development District plus one additional building identification sign facing the development interior. The additional sign is not to exceed 50 square feet . Maximum height: eight feet. Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150 Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150 Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Fax (952) 937-5822 Minnetonka, MN 55343 Toll Free (888) 937-5150 Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150 Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150······ Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150 Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150 Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150 Phone(952) 937-515012701 Whitewater Drive, Suite #300Fax(952) 937-5822Minnetonka, MN 55343Toll Free(888) 937-5150 Existing text – XXXX Stricken text – XXXX Added text – XXXX ORDINANCE NO. 2022-__ AN ORDINANCE AMENDING THE ZONING ORDINANCE TO REVISE THE PUD-17, PLANNED UNIT DEVELOPMENT-17 ZONING DISTRICT The City Of Edina Ordains: Section 1. Chapter 36, Article VIII, Division 4 is hereby amended as follows: Sec. 36-507 Planned Unit Development District-17 (PUD-17) Pentagon Park South (a) Legal description: See attached Exhibit A (b) Approved Plans. Incorporated herein by reference are the re-development plans, including the master development plan for the site received by the City on January 17, 2019, except as amended by City Council Resolution No. 2019-17 on file in the Office of the Planning Department. (c) Revised Plans. Incorporated herein by reference are the revised plans for 4911 77th Street West as approved by City Council Resolution No. 2021-61 on file in the office of the Planning Department. (d) Principal Uses: All uses allowed in the MDD-6 Zoning District Multi-family Apartments/Condos. (e) Accessory Uses: All accessory uses allowed in the MDD-3-6 Zoning District. (f) Conditional Uses: All conditional uses allowed in the MDD-3-6 Zoning District. Existing text – XXXX Stricken text – XXXX Added text – XXXX 2 (g) Development Standards. (h) Signs shall be regulated per the Mixed Development District. Signs for the First Bank and Trust located on Lot 4, shall be allowed per their approved Site Plan, including the non-street front wall signage facing the interior of the development. (i) Ninety percent (90%) of the parking stalls within the development shall be available to all uses within the development. (j) Ten percent (10%) of the units must be provided for affordable housing for families or individuals earning 60% area median income (AMI) for the Twin Cities. Required Setbacks - Buildings 77th Street Computer Avenue Normandale Boulevard Viking Drive 15 feet 15 feet 50 feet 10 Feet Building Height 12 stories & 144 feet per the height overlay district Parking lot and drive aisle setback 20 feet Building Coverage 30% Maximum Floor Area Ratio (FAR) 1.5% Parking Stalls – Mixed Development District Phase 1 (Based on the uses) 602 stalls + 152 enclosed stalls for the residential use on Lot 3, Block 1 Existing text – XXXX Stricken text – XXXX Added text – XXXX 3 First Reading: Second Reading: Published: Attest: Sharon Allison, City Clerk James B. Hovland, Mayor Please publish in the Edina Sun Current on: Send two affidavits of publication. Bill to Edina City Clerk MASTER PLAN UPDATE PROPOSED UPDATED MASTER PLAN FUTURE OFFICE DEVELOPMENT FUTURE RETAIL DEVELOPMENT PENTAGON VILLAGE APARTMENTS Edina, Minnesota July 29, 2021 | PAGE 421-0068 development VIEW FROM THE NW PENTAGON VILLAGE - RENDER PENTAGON VILLAGE APARTMENTS Edina, Minnesota July 29, 2021 | PAGE 221-0068 development Survey Responses Public Hearing Comments-First Bank and Trust Better Together Edina Project: Public Hearing: First Bank and Trust- 4901 77th St W. VISITORS 4 CONTRIBUTORS 2 RESPONSES 2 0 Registered 0 Unverified 2 Anonymous 0 Registered 0 Unverified 2 Anonymous Respondent No:1 Login:Anonymous Email:n/a Responded At:Oct 06, 2022 06:13:47 am Last Seen:Oct 06, 2022 06:13:47 am IP Address:n/a Q1.First and Last Name Avery Ticer Q2.Address Cushman & Wakefield, Executive Director of Capital Markets Group Q3.Comment I am writing to express my support for the pending Site Plan Application for Lot #4 at Pentagon Park for First Bank & Trust to expand its growing operation. As a resident of Edina for the past 20 years and father of three (3) young children, I am fully in support of this expansion and am confident it will be a tremendous value-add to Pentagon Park and the City of Edina. I drive by the proposed location multiple times per day and firmly believe that the proposed development will greatly enhance the overall area and fits with the vision at that location. The renderings fit nicely with the area, and it looks like First Bank & Trust have gone above and beyond to make the final project aesthetically attractive at greater expense to them. Their growth and desire to expand their footprint at this location demonstrates the vibrancy in our community and successful firms who operate in the city. I hope the City of Edina appreciates the lengths First Bank & Trust is undertaking to make the building align with the greater plan for Pentagon Park and how taxpayers in Edina want to see more projects like this get support and approved. We should all be in favor of this expansion particularly given the uncertainty in the current economic environment. I hope the City of Edina will be supportive of the economic growth that this project represents. Respondent No:2 Login:Anonymous Email:n/a Responded At:Oct 19, 2022 09:40:53 am Last Seen:Oct 19, 2022 09:40:53 am IP Address:n/a Q1.First and Last Name Erik Kvalseth Q2.Address 7465 W Shore Dr Q3.Comment I am opposed to the internally facing sign. They're already on a corner. Seems like two signs is plenty. They should be able to either point one of the two approved signs into the development or use the bank's windows. It's not like the internally facing sign needs to be seen from far away. The CITY of EDINA Zoning Ordinance Amendment & Site Plan Review – Pentagon Village, First Bank and Trust The CITY of EDINA EdinaMN.gov 2 S i t e The CITY of EDINA EdinaMN.gov 3 S i t e The CITY of EDINA EdinaMN.gov 4 Approved PUD – Pentagon Park South The CITY of EDINA EdinaMN.gov 5 Approved PUD – Pentagon Park South The CITY of EDINA EdinaMN.gov 6 The CITY of EDINA EdinaMN.gov 7 The CITY of EDINA EdinaMN.gov 8 The CITY of EDINA EdinaMN.gov 9 The CITY of EDINA EdinaMN.gov 10 The CITY of EDINA EdinaMN.gov 11 The CITY of EDINAThis Request Requires: EdinaMN.gov 12 1. Site Plan review; and 2. Ordinance amendment to allow interior facing signage. The CITY of EDINAReview of the Site Plan EdinaMN.gov 13 The CITY of EDINA EdinaMN.gov 14 The CITY of EDINA EdinaMN.gov 15 The CITY of EDINA EdinaMN.gov 16 The CITY of EDINA EdinaMN.gov 17 PUD-17 Proposed Setbacks - Buildings 77th Street Computer Avenue Normandale Boulevard Viking Drive 15 feet 15 feet 50 feet 10 Feet 16 feet 15 feet NA NA Building Height 12 stories & 144 feet per the height overlay district 2 stories Parking lot and drive aisle setback 20 feet 20+ feet Maximum Floor Area Ratio (FAR) 1.5% 1.5% The CITY of EDINA EdinaMN.gov 18 The CITY of EDINA EdinaMN.gov 19 The CITY of EDINABetter Together Edina EdinaMN.gov 20 The CITY of EDINARecommendation EdinaMN.gov 21 The CITY of EDINA EdinaMN.gov 22 The CITY of EDINA EdinaMN.gov 23 The CITY of EDINA EdinaMN.gov 24 The CITY of EDINA EdinaMN.gov 25 Date: O c tober 25, 2022 Agenda Item #: VI.B. To:P lanning C ommission Item Type: R eport and R ecommendation F rom:C ary Teague, C ommunity Development Director Item Activity: Subject:S ubdivis ion with Lot Area, Width and Depth Varianc es - 6416 Mc C auley C ircle Ac tion C ITY O F E D IN A 4801 West 50th Street Edina, MN 55424 www.edinamn.gov A C TI O N R EQ U ES TED: R ecommend the C ity C ouncil approve the Subdivision with Variances I N TR O D U C TI O N: Dipendra M ahaseth has requested a subdivision with multiple variances to tear down the existing home at 6416 M cCauley Circle and build two new homes. One home would gain access off McC auley C ircle and the other off M cCauley Terrace. Within this neighborhood, the minimum lot size is established by the median width, depth and area of all lots within 500 feet of the property. (S ee attached calculation done by H arry S. Johnson Surveyors) T herefore the minimum required lot area is 18,731 s.f., lot width 102 feet and lot depth 181 feet. To accommodate the request the following is required: 1. A Subdivision; and 2. Lot Area, Width and D epth Variances for L ot 1; and Lot D epth Variance for Lot 2. AT TAC HME N T S: Description Staff Report Proposed Subdivis ion Plans 500-Foot Median Calculation Tree Plan Applicant narrative and s igned supporters of the project Site Location and Zoning Map Recent Subdivis ions Lot Sizes on McCauley Terrace and McCauley Circle Better Together Public Hearing Comment Report Site Photos - McCauley Circle and Terrace Staff Pres entation October 25, 2022 Planning Commission Cary Teague, Community Development Director Subdivision with Lot Area, Width and Depth Variances – 6416 McCauley Circle Information / Background: Dipendra Mahaseth has requested a subdivision with multiple variances to tear down the existing home at 6416 McCauley Circle and build two new homes. One home would gain access off McCauley Circle and the other off McCauley Terrace. Within this neighborhood, the minimum lot size is established by the median width, depth and area of all lots within 500 feet of the property. (See attached calculation done by Harry S. Johnson Surveyors) Therefore the minimum required lot area is 18,731 s.f., lot width 102 feet, and lot depth 181 feet. To accommodate the request the following is required: 1. A Subdivision; and 2. Lot Area, Width and Depth Variances for Lot 1; and Lot Depth and Street Frontage Variance for Lot 2. Surrounding Land Uses The lots to the north contain duplexes and are zoned R-2; the lots to the south contain single- family residential homes and are Zoned R-1. (See attached Zoning Map.) Existing Site Features The existing site contains a single-family home that would be removed. The site is wooded and contains slopes that fall toward Arrowhead Lake. STAFF REPORT Page 2 Planning Guide Plan designation: Single-dwelling residential Zoning: R-1, Single-dwelling district Lot Dimensions Area Lot Width Depth REQUIRED 18,731 s.f. 102 feet 181 feet Lot 1 16,431 s.f.* 80 feet* 120 feet* Lot 2 19,047 s.f. 190 feet 100 feet* *Variance Required City Code requires a minimum of 30 feet of width at the street, the proposed Lot 2 has 28.58 feet of width. City Considerations Sec. 32-130. – Considerations. The planning commission, in reviewing proposed plats and subdivisions and in determining its recommendation to the council, and the council in determining whether to approve or disapprove of any plat or subdivision, may consider, among other matters, the following: (1) Whether the physical characteristics of the property, including, without limitation, topography, vegetation, susceptibility to erosion or siltation, susceptibility to flooding, use as a natural recovery and ponding area for storm water, and potential disturbance of slopes with a grade of 18 percent or more, are such that the property is not suitable for the type of development or use proposed. (2) Whether development within the proposed plat or subdivision will cause the disturbance of more than 25 percent of the total area in such plat or subdivision containing slopes exceeding 18 percent. (3) Comply with section 10-82. (Tree Ordinance) Protected trees may be removed without mitigation, in the following areas: a. Including, and within a ten-foot radius of, the building pad, deck or patio of a new or remodeled building. b. Including, and within a five-foot radius of driveways and parking areas. c. Including, and within ten-foot radius of installation of public infrastructure improvements including public roadways, stormwater retention areas and utilities. STAFF REPORT Page 3 Trees outside of these areas would have to be replaced. Sec. 32-131. - Additional considerations In addition to the foregoing matters, the commission, in connection with its recommendation to the council, and the council in determining whether to approve or disapprove a proposed plat or subdivision, shall specifically and especially consider the following matters: (1) Whether the proposed plat or subdivision complies with the policies, objectives and goals of the comprehensive plan. (2) Whether the proposed plat or subdivision complies with chapter 36. (3) Whether the design of the proposed plat or subdivision, or the design or type of improvements proposed to be placed thereon, may be detrimental to the health, safety or general welfare of the public. (4) Whether the proposed plat or subdivision conforms to, and complies with, the requirements of applicable state law. (5) Whether the proposed plat or subdivision complies with the policies, objectives, goals and requirements of this chapter, as varied by variances therefrom, if any. The applicant has presented a plat that would not disturb the 18% slope areas by more than 25% on each lot. (See attached.) However, the request does require several variances. Sec. 36-1257. - Drainage, retaining walls and site access. (a) Drainage. No person shall obstruct or divert the natural flow of runoff so as to harm the public health, safety or general welfare. Surface water runoff shall be properly conveyed into storm sewers, watercourses, ponding areas or other public facilities. As part of the building permit, the applicant must submit a grading and erosion control plan along with a stormwater management plan that is signed by a licensed professional engineer. The stormwater management plan must detail how stormwater will be controlled to prevent damage to adjacent property and adverse impacts to the public stormwater drainage system. The plans must be approved by the city engineer and the permit holder must adhere to the approved plans. As mentioned, the site drains toward Arrowhead Lake. The applicant is proposing to capture runoff in the rear yard of each site in a rain garden to slow it down before flowing to the east toward the lake. (See attached grading and drainage plan). The city engineer has reviewed the proposed plans and found them to be acceptable. There shall be no increase in peak rate or volume to neighboring private properties. The detailed grading plans would be reviewed by the city engineer at the time of building permit application for each lot. Each lot would be custom graded at the time of building permit. A construction management plan will be required for the construction of the new homes. (See the attached grading plan.) STAFF REPORT Page 4 Tree Removal With the layout of the subdivision there would be 23 trees removed to accommodate the building pads, driveway and stormwater retention areas. The city recently amended its tree ordinance to require that these trees will need to be replace. The ordinance does not take effect until January 1, 2023. However, because there are variances being request, and to minimize impacts to the neighborhood, staff would recommend that if the proposal is approved one of the conditions of approval be that the new ordinance must be met, with trees being replaced on the site. Park Dedication As with all subdivision proposals, park dedication is required. Edina City Code requires a park dedication fee of $5,000 for each additional lot created. Therefore, a park dedication fee of $5,000 would be required for the one additional lot. History of Subdivision Requests with Variances The City of Edina has considered several subdivision requests with variances in this general area. (See attached area map.) The following is the history in the past 15 years: History of Recent Subdivisions with Variances 1. In 2006, the property at 5901 France Avenue received variances to build four (4) 66-foot wide lots consistent with the area. (Median = 9,269 s.f. & 73 feet wide.) 2. In 2008, 6120 Brookview Avenue was proposed to be divided into two (2) 50-foot lots; however, the applicant withdrew the request before action was taken. (Median = 6,700 s.f. & 50 feet wide.) 3. In 2009, a 100-foot lot at 5920 Oaklawn was granted variances to divide into two (2) 50- foot lots. (Median = 6,699 s.f. & 50 feet wide.) 4. In 2011, the property at 5829 Brookview was granted variances to divide into two (2) 50- foot lots. (Median = 6,769 s.f. & 50 feet wide.) 5. In 2012, the property at 6109 Oaklawn was denied the request to subdivide the property into two (2) 50-foot lots. (Median = 6,701 s.f. & 50 feet wide.) 6. In 2012, 6120 Brookview was again proposed for subdivision. That request was denied. (Median = 6,700 s.f. & 50 feet wide.) 7. In 2012, 5945 Concord was denied the request to subdivide the property into two (2)50- foot lots. (Median = 10,028 s.f. & 77 feet wide.) STAFF REPORT Page 5 8. In 2015, a 100-foot lot at 5825 Ashcroft Avenue was granted variances to divide into two (2) 50-foot lots. (Median = 6,790 s.f. & 50 feet wide.) 9 In 2015, 5945 Concord was approved for a request to subdivide the property into two (2) 50-foot lots. (Median = 10,028 s.f. & 77 feet wide.) 10. In 2016, 5845 Kellogg Avenue was denied a request to subdivide the property into two (2) 50-foot lots. (Median = 6,715 s.f. & 50 feet wide.) 11. In 2017, 6124 Ewing Avenue was approved for a request to subdivide into two (2) lots with lot width and area variances. (Median = 11,500 s.f. & 80 feet wide.) 12. In 2017, 5404 Park Place was approved for a request to subdivide into two (2) lots with lot width variances from 75 feet to 65 feet for each lot; and lot area variances from 9,000 square feet to 8,705 and 8,840 square feet. (Median = 8,107 s.f. & width was 60 feet wide.) 13. In 2019, 5841 Oaklawn was approved for a request to subdivide into two (2) lots with lot width variances from 75 feet to 50 feet for one lot; and lot area variances from 9,000 square feet to 8,793 and 6,694 square feet. 14. In 2019, 4625 Lexington was approved for a request to subdivide into two (2) lots with lot width variances from 75 feet to 60 feet for both lots, and lot area variances from 9,306 square feet to 8,106 and 8,128 square feet. (Median area - 9,306 square feet, median lot depth - 135 feet, and the median lot width 68 feet) 15. In 2020, 5928 Ashcroft was denied a request to subdivide into two (2) lots with lot width variances from 75 feet to 50 feet for both lots, and lot area variances from 9,000 square feet to 6,813 and 6,790 square feet. (Median area – 8,841 s.f., median lot depth – 135 and median width was 66 feet.) 16. In 2020, 5928 Abbott Avenue was approved for a two-lot subdivision with lot width variances from 75 feet to 50 feet for both lots, lot area variance from 9,000 square feet to 6,391 and 6,331 square feet, and lot depth variances from 135 feet to 127 feet for both lots. (Median lot area - 6,745 square feet, median lot depth - 129.9 feet, and the median lot width - 50 feet.) The City has approved and denied similar subdivisions. However, in the instances when subdivisions have been denied, the area immediately surrounding the site contained a wide variety of lot sizes. In instances when subdivisions have been approved, the requesting lots have been similar to lots in the immediate area. The proposed new lots are similar in size to other lots in this neighborhood. (See attached location maps and lot size maps of lots on McCauley Circle and Terrace.) STAFF REPORT Page 6 Primary Issues Is the proposed subdivision reasonable for the site? Yes. Staff believes that the proposed subdivision is reasonable for the following reasons: 1. Lots within this area have a wide variety of shapes and sizes. (See attached neighborhood Map & Maps showing lot sizes on McCauley Terrace and McCauley Circle.) 2. The proposed lots are generally similar in size and shape to other lots within this area, including width at the street. 3. The existing lot is the largest in the area. 4. The lots on McCauley Terrace are all irregular in shape. There appears to be a vacant lot on McCauley Terrace, as the existing lot gains vehicular access off McCauley Circle. (See attached pictures.) 5. Upon compliance with all city and watershed district requirements for grading and drainage, the proposed subdivision would not have a negative impact on adjacent property. • Are the findings for a variance met? Yes. Staff believes that the findings for a Variance are met for this subdivision. Per state law and the Zoning Ordinance, a variance should not be granted unless it is found that the enforcement of the ordinance would cause practical difficulties in complying with the zoning ordinance and that the use is reasonable. As demonstrated below, staff believes the proposal meets the variance standards, when applying the three conditions: a) Will the proposal relieve practical difficulties that prevent a reasonable use from complying with the ordinance requirements? Yes. Reasonable use does not mean that the applicant must show the land cannot be put to any reasonable use without the variance. Rather, the applicant must show that there are practical difficulties in complying with the code and that the proposed use is reasonable. “Practical difficulties” may include functional and aesthetic concerns. The practical difficulty is caused by the unique shape of the existing lot with access available from two streets (McCauley Terrace and McCauley Circle.) Additional difficulties include the steep slopes toward Arrowhead Lake. The proposal to split the lot is reasonable in the context of the neighborhood which includes a wide variety of lot shapes and sizes, and the appearance of a vacant lot off McCauley Terrace where the second home would be located. The first home would gain access off McCauley Circle, as the current home does. The second home would gain access off McCauley Terrace. Two homes have access off the STAFF REPORT Page 7 street that are more narrow than proposed Lot 2. 6449 McCauley Terrace is 21.47 feet and 6445 McCauley Terrace is 25.5 feet. b) There are circumstances that are unique to the property, not common to every similarly zoned property, and that are not self-created? The circumstances that are unique to this property, the size and shape of the lot with access to two different streets is unique to the property and was not created by the applicant. c) Will the variance alter the essential character of the neighborhood? No. The proposed improvements requested by the variance would not alter the essential character of the neighborhood. Two new single-family homes would be constructed on lots similar in size to the lots in the neighborhood. The current lot is larger than most lots in this neighborhood. The impact to the lot on McCauley Circle will be the same as a tear down and rebuild. Options for Consideration Denial Recommend the City Council deny the proposed Preliminary Plat with Variances. Denial is based on the following findings: 1. The proposed plat and proposed building pads do not meet the standards outlined in Sec. 32- 130. – Considerations as follows: (1) Whether the physical characteristics of the property, including, without limitation, topography, vegetation, susceptibility to erosion or siltation, susceptibility to flooding, use as a natural recovery and ponding area for storm water, and potential disturbance of slopes with a grade of 18 percent or more, are such that the property is not suitable for the type of development or use proposed. (2) Whether development within the proposed plat or subdivision will cause the disturbance of more than 25 percent of the total area in such plat or subdivision containing slopes exceeding 18 percent. (3) Comply with section 10-82. 2. Development of the site as proposed would be harmful to adjacent properties. 3. Proposed lots do not meet the City’s lot size requirements for lot width, area and depth. STAFF REPORT Page 8 4. The building pads and drainage areas would have a negative impact to existing trees and steep slopes. Approval Recommend the City Council approve the proposed Preliminary Plat with the Lot Area, Width and Depth Variances. Approval is based on the following findings: 1. Lots within this area have a wide variety of shapes and sizes. 2. The proposed lots are generally similar in size and shape to other lots within this area, including width at the street. 3. The existing lot is the largest in the area. 4. The lots on McCauley Terrace are all irregular in shape. There appears to be a vacant lot on McCauley Terrace, as the existing lot gains vehicular access off McCauley Circle. 5. Upon compliance with all city and watershed district requirements for grading and drainage, the proposed subdivision would not have a negative impact on adjacent property. 6. The practical difficulty is caused by the size and shape of the existing lot with access available from two streets (McCauley Terrace and McCauley Circle.) Additional difficulties include the steep slopes toward Arrowhead Lake. 7. The proposal to split the lot is reasonable in the context of the neighborhood which includes a wide variety of lot shapes and sizes, and the appearance of a vacant lot off McCauley Terrace where the second home would be located. Approval is subject to the following conditions: 1. The City must approve the final plat within one year of preliminary approval or receive a written application for a time extension or the preliminary approval will be void. Final plat shall include a complete grading and drainage plan subject to review and approval of the city engineer. The grading and drainage plans must be revised to meet the conditions required herein. 2. Prior to issuance of a building permit, the following items must be submitted: a. Park dedication fee of $5,000 must be paid. b. A construction management plan for the construction of each home. STAFF REPORT Page 9 c. Submit evidence of a Nine Mile Creek Watershed District approval. The City may require revisions to the preliminary plat to meet the district’s requirements. d. Curb-cut permits must be obtained from the Edina engineering department. Driveway plans must be consistent with the proposed grading plan to preserve as many trees as possible. e. Individual homes must comply with the overall grading plan for the site. Each individual building permit will be reviewed for compliance with the overall grading plan and development agreement subject to review and approval of the city engineer. f. Utility hook-ups are subject to review of the city engineer. g. There shall be no increase in peak rate or volume to neighboring private property. h. Any disturbance to the roadway caused by the construction of the new homes must be repaired by replacing the asphalt pavement from curb-to-curb and from saw-cut to saw-cut. 3. Compliance with the newly adopted tree ordinance, and replacement trees should be planted on site. Staff Recommendation Staff recommends approval of the proposed Subdivision and Variances, subject to the findings and conditions listed above. Deadline for a City Decision: December 20, 2022 GENERAL NOTES:LEGENDCONSTRUCTIONENTRANCEEXISTING TREES TOREMAIN, PROVIDETREE PROTECTIONFENCING, TYP.POTENTIALHOUSE±3,171 SFPOTENTIALHOUSE±3,444 SFLOT 2 RAIN GARDENTOP ELEV = 907.00BOT ELEV=905.00EOF-906.50100-YR HWL=906.65MIN. BOTTOMAREA=300 SF, 3:1SIDE SLOPESREMOVE EXISTING TREEAND BALL ROOT, TYP.DOUBLE SILTFENCEDOWNGRADIENTOFCONSTRUCTIONACTIVITY ONEDGE OF STEEPSLOPE, FENCEINSTALLATIONSTO BE MIN. 2'APARTEXISTING TREES TOREMAIN, PROVIDETREE PROTECTIONFENCING, TYP.LOT 2 RAIN GARDENTOP ELEV = 907.00BOT ELEV=905.00EOF-906.50100-YR HWL=906.62MIN. BOTTOMAREA=300 SF, 3:1SIDE SLOPES3.0', MIN. BERMWIDTH BETWEENRAIN GARDENS EOF LOCATION6.5'6. 5 'STORMWATER, SEDIMENT & EROSION CONTROL CONTACT:DIPENDRA MAHASETHFLY DREAM HOMES LLC6416 MCCAULEY CIREDINA, MN 5543901" = 30'-0"30'-0"15'-0"NDENOTES SILT FENCE/GRADING LIMITNOTES:SEE SURVEY, BY HARRY S. JOHNSON CO., INC., DATED 07/18/2022 FOR PROPOSED ELEVATIONS &GRADES.THE POTENTAIL HOUSES INCREASE THE IMPERVIOUS AREA ON SITE BY 4,807 SF. THE IMPERVIOUSSURFACES DRAINING TOWARD ARROWHEAD LAKE INCREASE BY 4,910 SF. AS A RESULT, RATECONTROL IS REQUIRED FOR A 10 YEAR STORM EVENT. RAIN GARDENS WILL BE USED FOR RATECONTROL AND TO RESTRICT VOLUME DISCHARGE TO ARROWHEAD LAKE, A LANDLOCKED BASIN.PROJECT DOES NOT REQUIRE A NMCWD STORMWATER PERMIT AS IT IS A SUBDIVISION OF LESSTHAN THREE PROPOSED RESIDENTIAL LOTS. PROJECT DOES REQUIRE AN NMCWD EROSIONCONTROL PERMIT AS IT WILL DISTURB GREATER THAN 5000 SF.DENOTES INLETPROTECTION DEVICE,PROPOSEDSEE EROSION CONTROL AND CONSTRUCTION SEQUENCING NOTES ON C2.0IMPERVIOUS CALCULATIONS:TOTAL SITE AREA = 56,225 SFEXISTING IMPERVIOUS SURFACE = 3,680 SFPROPOSED IMPERVIOUS SURFACE = 8,487 SFDENOTES TREEPROTECTION DEVICE,PROPOSEDREVISION SUMMARYDATEDESCRIPTIONC1.0 EROSIONCONTROL & STORMWATER MANAGEMENTPLAN07/28/22SITE & RATE CONTROL REVISION..........GOPHER STATE ONE CALLWWW.GOPHERSTATEONECALL.ORG(800) 252-1166 TOLL FREE(651) 454-0002 LOCALLEGEND:PROP. 1.0' CONTOUR ELEVATION INTERVALEX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)ALL SPECIFIED EROSION AND SEDIMENT CONTROL PRACTICES, ANDMEASURES CONTAINED IN THIS SWPPP ARE THE MINIMUMREQUIREMENTS. ADDITIONAL PRACTICES MAY BE REQUIRED DURINGTHE COURSE OF CONSTRUCTION.DENOTES GROUNDDRAINAGE ARROW,PROPOSEDDENOTES STABILIZED CONSTRUCTIONENTRANCE, PROPOSEDCivil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-00606416 MCCAULEY CIRCLE EDINA, MN 55439 6416 MCCAULEY CIRCLE, EDINA, MN 55439 DIPENDRA MAHASETH PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2233809/20/22CITY RESUBMITTAL..........09/06/22CITY SUBMITTALDRAWN BY:REVIEWED BY:MDRL..............COPYRIGHT CIVIL SITE GROUP INC.cLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.59612Robert A. Latta09/20/22 REVISION SUMMARYDATEDESCRIPTIONC2.0DETAILS............OVERFLOW AT TOP OFFILTER ASSEMBLYOVERFLOW IS 12 OF THE CURBBOX HEIGHTHIGH-FLOW FABRICFILTER ASSEMBLY DIAMETER, 6"ON-GRADE 10" AT LOW POINTEXISTING CURB, PLATE, BOX,AND GRATENOTES:1. REPLACE INLET GRATE UPON COMPLETE INSTALLATION OF INLET PROTECTION FABRIC.2. CONTRACTOR SHALL REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE SURFACE OF THE SYSTEMAFTER EACH STORM EVENT AND AT THE COMPLETION OF THE CONTRACT.3. REFERENCE APPLE VALLEY STANDARD PLATE ERO-4C.CURB INLET FILTERN T S1FILTER FABRIC WITH WIRE SUPPORT NETAS SPECIFIED.METAL POST ASSPECIFIED.FILTER FABRIC AS SPECIFIED SECURETO WIRE SUPPORT NET WITH METALCLIPS 12"O.C.SUPPORT NET: 12 GAUGE 4" x 4"WIRE HOOKED ONTOPREFORMED CHANNELS ONPOSTS AS SPECIFIED.EXISTING GROUNDSURFACECARRY WIRE SUPPORT NETDOWN INTO TRENCHDIRECTION OF FLOWANCHOR FABRIC WITHSOIL, TAMP BACKFILLMETAL POSTS 8'-0" O.C.MAX.24"24"24"MIN. 6"6"SEDIMENT FENCEN T S2DLTREE PROTECTIONN T S25'FURNISH A AND INSTALL TEMPORARY FENCE AT THE TREE'S DRIP LINE OR CONSTRUCTION LIMITS ASSHOWN ON PLAN, PRIOR TO ANY CONSTRUCTION. WHERE POSSIBLE PLACE FENCE 25' BEYOND DRIPLINE. PLACE TREE PROTECTION SIGN ON POSTS, ONE PER INDIVIDUAL TREE (FACING CONSTRUCTIONACTIVITY), OR ONE EVERY 100' LF ALONG A GROVE OR MULTI-TREE PROTECTION AREA.5FILTER FABRIC AS SPECIFIEDEXISTING GROUNDSURFACEDIRECTION OF FLOWWOODEN STAKES 1/2"X2"X16" MIN. PLACED 10' O.C.WHEN INSTALLED ON GROUND. IF INSTALLED ONPVMT. PROVIDE SANDBAGS BEHIND AND ON TOP ATMIN. 10' O.C.8" MIN.SEDIMENT BIO-ROLL / COMPOST FILTER LOGN T SFILLER AS SPECIFIEDNOTE:1. COMPOST FILTER LOGS (BIO ROLLS) SHALL BE FILTREXX EROSION CONTROL SOXX OR APPROVED EQUAL.2. COMPOST FILLER TO BE MADE FROM A COMPOST BLEND 30%-40% GRADE 2 (SPEC 3890) AND 60%-70%PARTIALLY DECOMPOSED WOOD CHIPS, PER MNDOT SPEC 3897.3. FILTER FABRIC SHALL BE GEOTEXTILE KNITTED MATERIAL WITH MAX. OPENINGS OF 3/8".4. IF MULTIPLE ROLLS NEEDED, OVERLAP BY MIN. 12" AT ENDS AND STAKE.5. SILT SHALL BE REMOVED ONCE IT REACHES 80% OF THE HEIGHT OF THE ROLL OR AS DEEMED NECESSARYBY SITE CONTRACTOR TO MAINTAIN PROPER FUNCTION.FILL UPSTREAM BASE EDGE WITH2" OF DIRT OR COMPOST TOEMBED ROLL.4TAMP THE TRENCH FULL OF SOIL.SECURE WITH ROW OF STAPLES,10" SPACING, 4" DOWN FROMTRENCHOVERLAP: BURY UPPER ENDOF LOWER STRIP AS IN 'A'AND 'B'. OVERLAP END OFTOP STRIP 4" AND STAPLE.EROSION STOP: FOLD OF MATTINGBURIED IN SILT TRENCH ANDTAMPED. DOUBLEROW OFSTAPLES.PLACE STAPLES 2 FEET APARTTO KEEP MATTING FIRMLYPRESSED TO SOIL.'D''C''B'BURY THE TOP END OF THEMATTING IN A TRENCH 4" ORMORE IN DEPTHTYPICAL STAPLE #8GAUGE WIRE1 1/2"10"OVERFALL'E''A'NOTE:1. PLACE STAPLES 2 FEET APART TOKEEP MATTING FIRMLY PRESSED TOSOIL.EROSION BLANKETN T S3STABILIZED CONSTRUCTION ACCESS24' (MIN)NOTES:1.PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND UNDISTURBEDROADWAY.2.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENTONTO UNDISTURBED ROADWAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDINGSTONE TO THE LENGTH OF THE ENTRANCE.3.REPAIR AND CLEANOUT MEASURES USED TO TRAP SEDIMENT.4.ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO UNDISTURBED ROADWAY SHALL BE REMOVED ASDIRECTED BY THE ENGINEER.5.FINAL LOCATION AND INSTALLATION SHALL BE COORDINATED WITH THE CITY PRIOR TO CONSTRUCTION ACTIVITIES.6.CRUSHED STONE SHALL BE 1-1/2" DIA. CLOSE GRADED, AND IN ACCORDANCE TO MNDOT SECTION 2118.EXISTING UNDISTURBED ROADWAY35' RPROFILE6" MIN CRUSHED STONE75' MINIMUMPLANFINISHEDGRADETO CONSTRUCTION AREA35' REXISTINGUNDISTURBEDROADWAYN T S30' FROM EDGE OF ROADTO FRONT OF SPEED BUMPGEOTEXTILE FILTERFABRIC4" HIGH, 18" WIDESPEED BUMPTO CONSTRUCTIONAREA6D3H:1L MAX.7BIO-FILTRATION BASIN (RAIN GARDEN - TYP.)N T STYPICAL SECTION VIEW1.INSTALL SILT FENCE AND/OR OR OTHER APPROPRIATE TEMPORARY EROSION CONTROL DEVICES TOPREVENT SEDIMENT FROM LEAVING OR ENTERING THE PRACTICE DURING CONSTRUCTION.2.ALL DOWN-GRADIENT PERIMETER SEDIMENT CONTROL BMP'S MUST BE IN PLACE BEFORE ANY UP GRADIENTLAND DISTURBING ACTIVITY BEGINS.3.PERFORM CONTINUOUS INSPECTIONS OF EROSION CONTROL PRACTICES.4.INSTALL UTILITIES (WATER, SANITARY SEWER, ELECTRIC, PHONE, FIBER OPTIC, ETC) PRIOR TO SETTING FINALGRADE OF BIORETENTION DEVICE.5.ROUGH GRADE THE SITE. IF BIORETENTION AREAS ARE BEING USED AS TEMPORARY SEDIMENT BASINSLEAVE A MINIMUM OF 3 FEET OF COVER OVER THE PRACTICE TO PROTECT THE UNDERLYING SOILS FROMCLOGGING.6.PERFORM ALL OTHER SITE IMPROVEMENTS.7.PLANT ALL AREAS AFTER DISTURBANCE.8.CONSTRUCT BIORETENTION DEVICE UPON STABILIZATION OF CONTRIBUTING DRAINAGE AREA.9.IMPLEMENT TEMPORARY AND PERMANENT EROSION CONTROL PRACTICES.10.PLANT AND/OR ROCK MULCH BIORETENTION DEVICE.11.REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER THE CONTRIBUTING DRAINAGE AREA ISADEQUATELY VEGETATED.GENERAL NOTES1.IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BMP DURING OR IMMEDIATELY FOLLOWINGEXCAVATION, THIS MATERIAL SHALL BE REMOVED FROM THE PRACTICE PRIOR TO CONTINUINGCONSTRUCTION.2.GRADING OF BIORETENTION DEVICES SHALL BE ACCOMPLISHED USING LOW-COMPACTION EARTH-MOVINGEQUIPMENT TO PREVENT COMPACTION OF UNDERLYING SOILS.3.ALL SUB MATERIALS BELOW THE SPECIFIED BIORETENTION DEPTH (ELEVATION) SHALL BE UNDISTURBED,UNLESS OTHERWISE NOTED.CONSTRUCTION SEQUENCINGRIBBON CURB OR CURB CUT, SEESITE AND GRADING PLANSGRASS PRE-TREATMENT STRIP ORPRE-TREATMENT STRUCTURE, SEEUTILITY AND LANDSCAPE PLANSUNDISTURBED, UNCOMPACTED INSITU SOILNET LESS EROSION BLANKET IN BOTTOM OFBASIN. SLIT BLANKET TO ALLOW PLANTMATERIAL SURFACE IF PLUG PLANTING IS TOBE USED, SEE GRADING AND LANDSCAPEPLANSSEE GRADING PLAN FOR DEPTHPLANT MATERIAL, SEE LANDSCAPE PLANSIDE SLOPE TREATMENTS, SEE GRADING OR LANDSCAPE PLANSCONSTRUCTION SEQUENCING1.INSTALLATION OF SILT FENCE OR BIO-ROLL AROUND SITE2.DEMOLITION OF EXISTING STRUCTURES IF ANY.3.CLEAR AND GRUB.4.CONSTRUCT NEW STRUCTURE5.WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEEDOR SOD/LANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL.EROSION PREVENTIONTHE CONTRACTOR IS RESPONSIBLE FOR PLANING FOR AND IMPLEMENTING APPROPRIATECONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHERCONSTRUCTION PRACTICES THAT MINIMIZE EROSION.ALL EXPOSED SOIL AREAS MUST BE STABILIZED AS SOON AS POSSIBLE TO LIMIT SOIL EROSION BUT INNO CASE LATER THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HASTEMPORARILY OR PERMANENTLY CEASED.THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE DITCH OR SWALETHAT DRAINS WATER FROM ANY PORTION OF THE CONSTRUCTION SITE, OR DIVERTS WATER AROUNDTHE SITE, MUST BE STABILIZED WITHIN 20 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THEPOINT OF DISCHARGE INTO ANY SURFACE WATER. STABILIZATION OF THE LAST 20 LINEAL FEET MUSTBE COMPLETED WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER.STABILIZATION OF THE REMAINING PORTIONS OF ANY TEMPORARY OR PERMANENT DITCHES ORSWALES MUST BE COMPLETE WITHIN 14 DAYS AFTER CONNECTING TO A SURFACE WATER ANDCONSTRUCTION IN THAT PORTION OF THE DITCH HAS TEMPORARILY OR PERMANENTLY CEASED.TEMPORARY OR PERMANENT DITCHES OR SWALES THAT ARE BEING USED AS A SEDIMENTCONTAINMENT SYSTEM (WITH PROPERLY DESIGNED ROCK DITCH CHECKS, BIO ROLLS, SILT DIKES ETC.)DO NOT NEED TO BE STABILIZED. THESE AREAS MUST BE STABILIZED WITHIN 24 HOURS AFTER NOLONGER BEING USED AS A SEDIMENT CONTAINMENT SYSTEM.PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24HOURS AFTER CONNECTION TO A SURFACE WATER.SEDIMENT CONTROLSEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS,INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS.SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERIMETERS BEFOREANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACEUNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED.ALL STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE BMPS DURING CONSTRUCTION UNTILALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED.TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS,AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH ASCURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES UNLESS THERE IS A BYPASS IN PLACE FORTHE STORMWATER.VEHICLE TRACKING OF SEDIMENT FROM THE CONSTRUCTION SITE MUST BE MINIMIZED BY A ROCKCONSTRUCTION ENTRANCE. STREET SWEEPING MUST BE USED IF THE ROCK ENTRANCE IS NOTADEQUATE TO PREVENT SEDIMENT FROM BEING TRACKED ONTO THE STREET.TEMPORARY DE-WATERING- DEWATERING OR BASIN DRAINING (E.G., PUMPED DISCHARGES,TRENCH/DITCH CUTS FOR DRAINAGE) RELATED TO THE CONSTRUCTION ACTIVITY THAT MAY HAVETURBID OR SEDIMENT LADEN DISCHARGE WATER MUST BE DISCHARGED TO A TEMPORARY ORPERMANENT SEDIMENTATION BASIN ON THE PROJECT SITE WHENEVER POSSIBLE. IF THE WATERCANNOT BE DISCHARGED TO A SEDIMENTATION BASIN PRIOR TO ENTERING THE SURFACE WATER, ITMUST BE TREATED WITH THE APPROPRIATE BMP'S SUCH THAT THE DISCHARGE DOES NOT ADVERSELYAFFECT THE RECEIVING WATER, DOWNSTREAM LANDOWNERS OR WETLANDS. THE CONTRACTOR MUSTENSURE THAT DISCHARGE POINTS ARE ADEQUATELY PROTECTED FROM EROSION AND SCOUR. THEDISCHARGE MUST BE DISPERSED OVER NATURAL ROCK RIPRAP, SAND BAGS, PLASTIC SHEATHING OROTHER ACCEPTED ENERGY DISSIPATION MEASURES. ADEQUATE SEDIMENTATION CONTROL MEASURESARE REQUIRED FOR DISCHARGE WATER THAT CONTAINS SUSPENDED SOLIDS.FILTER BACKWASH WATERS MUST BE HAULED AWAY FOR DISPOSAL, RETURNED TO THE BEGINNING OFTHE TREATMENT PROCESS, OR INCORPORATE INTO THE SITE IN A MANNER THAT DOES NOT CAUSEEROSION. DISCHARGE OF THE BACKWASH WATER TO SANITARY SEWER IS ALLOWED WITH PERMISSIONOF THE SANITARY SEWER AUTHORITYSOIL COMPACTION PRECAUTIONSTHE PERMITEE MUST MINIMIZE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOPSOIL.MINIMIZING SOIL COMPACTION IS NOT REQUIRED WHERE THE FUNCTION OF THE SPECIFIC AREA OF THESITE DICTATES THAT IT BE COMPACTED. METHODS FOR MINIMIZING COMPACTION INCLUDE THE USE OFTRACKED EQUIPMENT, AND STAYING OFF OF AREAS TO BE LEFT UN-COMPACTED. METHODS TOPRESERVE TOPSOIL INCLUDE STRIPPING AND STOCKPILING TOPSOIL PRIOR TO GRADING OREXCAVATION OPERATIONSINSPECTIONS AND MAINTENANCETHE CONTRACTOR IS RESPONSIBLE AT ALL TIMES FOR THE MAINTENANCE AND PROPER OPERATION OFEROSION AND SEDIMENT CONTROL FACILITIES. THE CONTRACTOR SHALL AT A MINIMUM, INSPECT,MAINTAIN AND REPAIR ALL DISTURBED SURFACES AND ALL EROSION AND SEDIMENT CONTROLFACILITIES AND SOIL STABILIZATION MEASURES.BASED ON INSPECTION RESULTS THE CONTRACTOR MAY AND SHALL MODIFY THE EROSION ANDSEDIMENT CONTROL PLAN IN ORDER TO PREVENT POLLUTANTS FROM LEAVING THE SITE VIA STORMWATER RUNOFF.POLLUTION PREVENTIONCONCRETE WASHOUT - SHALL OCCUR OFF-SITEHAZARDOUS WASTE STORAGE AND HANDLING - OIL, GASOLINE, PAINT AND ANY HAZARDOUSSUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENTSPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDEDTO PREVENT VANDALISM. STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCEWITH MPCA REGULATIONS.STORMWATERFINAL GRADING OF THE LOT SHALL PROMOTE SHEET DRAINING AND AVOID CONCENTRATION OF STORMWATER FLOWS.FINAL GRADING SHALL MAINTAIN THE EXISTING STORM WATER DRAINAGE PATTERNS TO THE EXTENTPOSSIBLE AND PRACTICAL AS TO NOT CAUSE ANY DAMAGE TO ADJACENT PROPERTIES.SEDIMENT AND EROSION CONTROL NOTESSTORMWATER, SEDIMENT & EROSION CONTROL CONTACT:DIPENDRA MAHASETHFLY DREAM HOMES LLC6416 MCCAULEY CIREDINA, MN 55439Civil Engineering Surveying Landscape Architecture5000 Glenwood AvenueGolden Valley, MN 55422civilsitegroup.com 612-615-00606416 MCCAULEY CIRCLE EDINA, MN 55439 6416 MCCAULEY CIRCLE, EDINA, MN 55439 DIPENDRA MAHASETH PROJECT ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:2233809/20/22CITY RESUBMITTAL..........09/06/22CITY SUBMITTALDRAWN BY:REVIEWED BY:MDRL..............COPYRIGHT CIVIL SITE GROUP INC.cLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.59612Robert A. Latta09/20/22 EdinaMN.gov 4 EdinaMN.gov 5 EdinaMN.gov 6 EdinaMN.gov 2 Site History of Similar Requests EdinaMN.gov 1 2&6 3 4 7&9 8 5 1 Approved 10 11 12 15 14History of Recent Subdivisions with Variances 1. In 2006, the property at 5901 France Avenue received variances to build four (4) 66-foot wide lots consistent with the area. (Median = 9,269 s.f. & 73 feet wide.) 2. In 2008, 6120 Brookview Avenue was proposed to be divided into two (2) 50-foot lots; however, the applicant withdrew the request before action was taken. (Median = 6,700 s.f. & 50 feet wide.) 3. In 2009, a 100-foot lot at 5920 Oaklawn was granted variances to divide into two (2) 50-foot lots. (Median = 6,699 s.f. & 50 feet wide.) 4. In 2011, the property at 5829 Brookview was granted variances to divide into two (2) 50-foot lots. (Median = 6,769 s.f. & 50 feet wide.) 5. In 2012, the property at 6109 Oaklawn was denied the request to subdivide the property into two (2) 50- foot lots. (Median = 6,701 s.f. & 50 feet wide.) 6. In 2012, 6120 Brookview was again proposed for subdivision. That request was denied. (Median = 6,700 s.f. & 50 feet wide.) 7. In 2012, 5945 Concord was denied the request to subdivide the property into two (2) 50-foot lots. (Median = 10,028 s.f. & 77 feet wide.) 8. In 2015, a 100-foot lot at 5825 Ashcroft Avenue was granted variances to divide into two (2) 50-foot lots. (Median = 6,790 s.f. & 50 feet wide.) 9 In 2015, 5945 Concord was approved for a request to subdivide the property into two (2) 50-foot lots. (Median = 10,028 s.f. & 77 feet wide.) 10. In 2016, 5845 Kellogg Avenue was denied a request to subdivide the property into two (2) 50-foot lots. (Median = 6,715 s.f. & 50 feet wide.) 11. In 2017, 6124 Ewing Avenue was approved for a request to subdivide into two (2) lots with lot width and area variances. (Median = 11,500 s.f. & 80 feet wide.) 12. In 2017, 5404 Park Place was approved for a request to subdivide into two (2) lots with lot width variances from 75 feet to 65 feet for each lot; and lot area variances from 9,000 square feet to 8,705 and 8,840 square feet. (Median = 8,107 s.f. & width was 60 feet wide.) 13. In 2019, 5841 Oaklawn was approved for a request to subdivide into two (2) lots with lot width variances from 75 feet to 50 feet for one lot; and lot area variances from 9,000 square feet to 8,793 and 6,694 square feet. 14. In 2019, 4625 Lexington was approved for a request to subdivide into two (2) lots with lot width variances from 75 feet to 60 feet for both lots, and lot area variances from 9,306 square feet to 8,106 and 8,128 square feet. (Median area - 9,306 square feet, median lot depth - 135 feet, and the median lot width 68 feet) 15. In 2020, 5928 Ashcroft was denied a request to subdivide into two (2) lots with lot width variances from 75 feet to 50 feet for both lots, and lot area variances from 9,000 square feet to 6,813 and 6,790 square feet. (Median area – 8,841 s.f., median lot depth – 135 and median width was 66 feet.) 16 16. In 2020, 5928 Abbott Avenue was approved for a two-lot subdivision with lot width variances from 75 feet to 50 feet for both lots, lot area variance from 9,000 square feet to 6,391 and 6,331 square feet, and lot depth variances from 135 feet to 127 feet for both lots. (Median lot area -6,745 square feet, median lot depth -129.9 feet, and the median lot width -50 feet.) EdinaMN.gov 1 12,041 13,520 16,601 30,51516028 24,323 21,951 Lot Sizes on McCauley Terrace Proposed Lot 1 -16,431 Lot 2 –19,047 EdinaMN.gov 2 Lot Sizes on McCauley Circle Proposed Lot 1 -16,431 Lot 2 –19,047 15,213 12,684 13,542 15,643 EdinaMN.gov 1 McCauley Terrace EdinaMN.gov 2 McCauley Terrace EdinaMN.gov 3 McCauley Terrace EdinaMN.gov 4 McCauley Circle EdinaMN.gov 5 McCauley Circle