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Home My WebLink About2026-03-16 I09 Big O Tires_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: March 16, 2026 AGENDA ITEM: Consideration of approval of resolution approving a site plan for Big O Tires (805 SE Alice’s Road) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a site plan for a commercial building. The property is located north of SE University Avenue and east of SE Alice’s Road, containing 1.22-acres. A preliminary plat and final plat were recently approved by City Council for this site. The site plan includes a single-story building that is 7,836 square feet in area and 25-feet in height. A trash enclosure is shown at the north side of the site, just north of the building. A monument sign is shown at the southwest corner of the site along SE Alice’s Road. One access will be provided directly into the site from SE Alice’s Road. Other shared accesses are provided from the adjacent sites through private drives with ingress/egress easements. A pedestrian connection will be provided into the site from the existing sidewalk along SE Alice’s Road. A total of 35 parking spaces are required, they are providing 42 spaces, including 2 accessible stalls. Public utilities are provided to the site. Stormwater detention is provided with a basin located along the west side of the site. A minimum of 20% of the site is required to be open space, they are providing 32%. They are providing the required amount of plantings. The building elevations are proposed to be constructed mostly of brick veneer, stone veneer, EIFS, storefront system with glazing, and overhead doors. The trash enclosure will be constructed of the brick veneer to match the building. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed the site plan request at their meeting on March 10, 2026, and recommended approval: Approval of a Site Plan for Big O Tires (805 SE Alice’s Road) Melissa DeBoer, Planning Coordinator, introduced the request for approval of a site plan for a commercial building, as requested by Centennial Development LC and Westwood Contractors, Inc., represented by Jeff Westendorf of Westwood Professional Services, Inc. I9 The property is generally located north of SE University Avenue and east of SE Alice’s Road, containing approximately 1.22 acres. The subject property was originally platted as Lot 3 of Autumn Ridge Plat 1 in 2015. In 2019, a portion of the lot was replatted as a separate lot, leaving a portion of Lot 3 remaining. A preliminary plat and final plat was recently approved by City Council to create a developable lot for the proposed commercial development for Big O Tires. The project includes the construction of a single-story building that is 7,836 square feet in area and 25 feet in height. A trash enclosure is shown at the north side of the site, just north of the proposed building. A monument sign is shown at the southwest corner of the site. One access will be provided into the site from SE Alice’s Road. Other shared accesses are provided from the adjacent sites through private drives with ingress/egress easements. A pedestrian connection will be provided into the site from the trail along SE Alice’s Road. A total of 35 parking spaces are required for the proposed site plan. The total amount of parking proposed is 42 spaces including 2 accessible stalls. This site will be serviced with all public utilities. Storm water detention is provided with a basin located along the west side of the site. A minimum of 20% of the project area is required to be open space. The total amount of open space proposed is 32%. The landscape plan meets the requirements of the Landscape and Open Space Ordinance. The elevations of the building are proposed to be constructed mostly of brick veneers, stone veneers, EIFS, storefront system with glazing, and overhead doors. The trash enclosure will be constructed of the same brick veneer to match the building, with metal gates. The subject property is classified as Community Commercial in the Imagine Waukee 2040: Comprehensive Plan. The Community Commercial classification provides a variety of uses that would serve the community and are located along minor or major arterials. The proposed use will support the overall commercial area to provide a variety of goods and services to the community. The site plan is in general conformance with the Site Plan Ordinance, Comprehensive Plan, and Planned Development. Staff recommends approval of the site plan for Big O Tires subject to remaining staff comments. Discussion as Follows: (None) Motion by Commissioner Bankole for Approval of a Site Plan for Big O Tires (805 SE Alice’s Road), seconded by Commissioner Lohse. Ayes: Broderick, Bankole, Beenken, Lohse, and Bannister. Nays: None. Motion carried. RECOMMENDATION: Approve the resolution ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan IV. Building Elevations PREPARED BY: Melissa DeBoer, Planning Coordinator REVIEWED BY: PUBLIC NOTICE INFORMATION – NAME OF PUBLICATION: DATE OF PUBLICATION: THE CITY OF WAUKEE, IOWA RESOLUTION 2026- APPROVING THE SITE PLAN FOR BIG O TIRES (805 SE ALICE’S ROAD) IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal Organization; AND, WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of the Site Plan for Big O Tires, subject to remaining staff comments on March 10, 2026; AND, WHEREAS, the Site Plan for Big O Tires is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Big O Tires is in general conformance with §161 – Landscaping and Open Space Ordinance of the Waukee Municipal Code; AND, NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on this 16th day of March, 2026, that the Site Plan for Big O Tires is approved. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Kala Anderson Chris Crone Rob Grove Lori Lyon Anna Bergman Pierce PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: Big O Tires – Site Plan PREPARED BY: Melissa DeBoer, AICP – Planning Coordinator REPORT DATE: March 6, 2026 MEETING DATE: March 10, 2026 GENERAL INFORMATION Owner: Centennial Development LC Applicant: Westwood Contractors, Inc Owner’s Representative: Jeff Westendorf with Westwood Professional Services, Inc. Request: The applicant is requesting approval of a site plan for a commercial building. Location and Size: Property is generally located north of SE University Avenue and east of SE Alice’s Road, containing approximately 1.22 acres. Property Address: 805 SE Alice’s Road AREA MAP ABOVE: Aerial of property identifying the proposed site plan (outlined in BLUE). March 6, 2026 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant – Undeveloped Community Commercial C-1 (Community and Highway Service Commercial District) North Commercial Community Commercial C-1 (Community and Highway Service Commercial District) South Commercial (Kwik Star) Community Commercial C-1 (Community and Highway Service Commercial District) East Multi-Family Residential High Density Residential R-3 (Multi-Family Residential District) with a Planned Development Overlay West Commercial Community Commercial M-1A (Limited Industrial District) with a Planned Development Overlay HISTORY The subject property was originally platted as Lot 3 of Autumn Ridge Plat 1 in 2015. In 2019, a portion of the lot was replatted as a separate lot, leaving a portion of Lot 3 remaining. A preliminary plat and final plat was recently approved by City Council to create a developable lot for the proposed commercial development for Big O Tires. PROJECT DESCRIPTION The project includes the construction of a single-story building that is 7,836 square feet in area and 25-feet in height. A trash enclosure is shown at the north side of the site, just north of the proposed building. A monument sign is shown at the southwest corner of the site. ACCESS AND PARKING One access will be provided into the site from SE Alice’s Road. Other shared accesses are provided from the adjacent sites through private drives with ingress/egress easements. A pedestrian connection will be provided into the site from the trail along SE Alice’s Road. A total of 35 parking spaces are required for the proposed site plan. The total amount of parking proposed is 42 spaces including 2 accessible stalls. UTILITIES This site will be serviced with all public utilities. Storm water detention is provided with a basin located along the west side of the site. LANDSCAPING & OPEN SPACE A minimum of 20% of the project area is required to be open space. The total amount of open space proposed is 32%. The landscape plan meets the requirements of the Landscape and Open Space Ordinance. March 6, 2026 3 of 3 ELEVATIONS The elevations of the building are proposed to be constructed mostly of brick veneer, stone veneer, EIFS, storefront system with glazing, and overhead doors. The trash enclosure will be constructed of the same brick veneer to match the building, with metal gates. COMPREHENSIVE PLAN The subject property is classified as Community Commercial in the Imagine Waukee 2040: Comprehensive Plan. The Community Commercial classification provides a variety of uses that would serve the community and are located along minor or major arterials. The proposed use will support the overall commercial area to provide a variety of goods and services to the community. STAFF RECOMMENDATION The site plan is in general conformance with the Site Plan Ordinance, Comprehensive Plan, and Planned Development. Staff recommends approval of the site plan for Big O Tires subject to remaining staff comments. N: \ 0 0 7 1 9 9 0 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ 0 0 7 1 9 9 0 C V 0 1 . D W G BI G O T I R E S © 2 0 2 5 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . SHEET INDEX PRELIMINARY PLANS BIG O TIRES WAUKEE IA PREPARED FOR: WESTWOOD CONTRACTORS, INC 2001 BEACH ST., SUITE 400 FORT WORTH TX 76103 CONTACT: ROBERT BENDA PHONE: 817-302-2050 EMAIL: BOB.BENDA@WESTWOODCONTRACTORS.COM SHEETSREVISIONDATENO. 01/08/2026 1ST REVIEW CITY COMMENTS 01/20/2026 2ND REVIEW CITY COMMENTS 2/18/2026 3RD REVIEW CITY COMMENTS 3/5/2026 4TH REVIEW CITY COMMENTS .. .. .. .. .. .. FOR FOR SITE DEVELOPMENT PLANS PREPARED BY: PROJECT NUMBER: 0071990.00 CONTACT: JEFF WESTENDORF PRELIMINARY PLANS BIG O TIRES WAUKEE IA FOR FOR SITE DEVELOPMENT PLANS INITIAL SUBMITTAL DATE: 01/08/2026 SHEET: C001 OF XX PROJECT NUMBER: 0071990.00 SITE Vicinity Map (NOT TO SCALE) westwoodps.com Westwood Professional Services, Inc. Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Toll Free (888) 937-5150 Minnetonka MN, 55343 SE UNIVERSITY AVE AL I C E ' S R D E HICKMAN RD SE B O O N E D R SE O L S O N D R PHONE: 612-709-3943 EMAIL: JEFF.WESTENDORF@WESTWOODPS.COM PROPERTY OWNER: CENTENNIAL DEVELOPMENT L.C., AN IOWA LIMITED LIABILITY COMPANY 4201 WESTOWN PARKWAY, STE 150 WEST DES MOINES, IA 50266 ATTN: WILLIAM KIMBERLEY EMAIL: BILL@KIMDEV.COM Sheet List Table Sheet Number Sheet Title C001 COVER C100 EXISTING CONDITIONS & REMOVALS C200 SITE PLAN C300 GRADING PLAN C400 EROSION CONTROL PLAN C401 SWPPP NARRATIVE C402 SWPPP NOTES C500 UTILITY PLAN C600 DETAILS C601 DETAILS 2 C602 DETAILS 3 L100 LANDSCAPE PLAN L101 LANDSCAPE NOTES & DETAILS PH100 PHOTOMETRIC PLAN SITE ADDRESS: 805 SE ALICE'S ROAD HH E GGG MH MH CO ST S S MH FO FO FO FO FO SA N SA N SA N SA N SA N SA N SA N SAN SAN SAN SAN SAN SAN GA S GA S GA S GA S GA S PU G PU G PU G PU G PU G PU G PU G PU G AL I C E ' S R O A D 30.00 FOOT OVERLAND FLOWAGE EASEMENT SHOWN ON THE PLAT OF WILLIAMS POINT PLAT 7, IN BOOK 2004, PAGE 16172 (EX. 11) AND PER OVERLAND FLOWAGE EASEMENT IN BOOK 2004, PAGE 16177 (EX. 12) AND ON THE PLAT OF AUTUMN RIDGE PLAT 1, RECORDED IN BOOK 2015, PAGE 9105 ( EX. 16) 10 . 0 0 F O O T P U B L I C U T I L I T Y E A S E M E N T S H O W N ON T H E P L A T O F W I L L I A M S P O I N T P L A T 7 , IN B O O K 2 0 0 4 , P A G E 1 6 1 7 2 ( E X . 1 1 ) 40.00 FOOT BUILDING SETBACK LINE SHOWN ON THE PLAT OF WILLIAMS POINT PLAT 7, IN BOOK 2004, PAGE 16172 (EX. 11) 30.00 FOOT X 50.00 FOOT PRIVATE INGRESS/ EGRESS EASEMENT (RIGHT-IN/RIGHT-OUT) SHOWN ON THE PLAT OF AUTUMN RIDGE PLAT 1, RECORDED IN BOOK 2015, PAGE 9105 ( EX. 16) PRIVATE INGRESS-EGRESS EASEMENT RECORDED IN BOOK 2015, PAGE 9113 (EX. 21) TEMPORARY CONSTRUCTION EASEMENT RECORDED IN BOOK 2016, PAGE 25978 (EX. 23) PRIVATE SANITARY SEWER EASEMENT RECORDED IN BOOK 2019, PAGE 3972 (EX. 27) NORTH LINE OF PARCEL 18-104 PLAT OF SURVEY RECORDED IN BOOK 2018, PAGE 19572 (EX. 26) AND LOT 1 OF THE FINAL PLAT OF KWIK TRIP 1056, RECORDED IN BOOK 2019, PAGE 18747 (EX. 33) INGRESS/ EGRESS EASEMENT EXHIBIT F2 , CROSS ACCESS EASEMENT AGREEMENT RECORDED IN BOOK 2019, PAGE 3978. (EX. 30) INGRESS/ EGRESS EASEMENT EXHIBIT E2, CROSS ACCESS EASEMENT AGREEMENT RECORDED IN BOOK 2019, PAGE 3978. (EX. 30) INGRESS/ EGRESS EASEMENT EXHIBIT E1, CROSS ACCESS EASEMENT AGREEMENT RECORDED IN BOOK 2019, PAGE 3978. (EX. 30) IN G R E S S / E G R E S S E A S E M E N T E X H I B I T D 2 C R O S S A C C E S S E A S E M E N T AG R E E M E N T R E C O R D E D I N B O O K 2 0 1 9 , P A G E 3 9 7 8 . ( E X . 3 0 ) PUBLIC SANITARY SEWER EASEMENT SHOWN ON EXHIBIT A OF PUBLIC SANITARY SEWER EASEMENT RECORDED IN BOOK 2019, PAGE 4269 (EX. 31) STO STO ST O STOSTOSTOSTOSTOSTOSTOSTO SAN SAN SANSANSANSANSANSANSAN N89°38'17"W 330.00 N0 0 ° 2 1 ' 4 3 " E 1 6 0 . 4 9 N89°38'17"W 330.00 N0 0 ° 2 1 ' 4 3 " E 1 6 0 . 4 9 P U B L I C R I G H T O F W A Y INGRESS/ EGRESS EASEMENT EXHIBIT E1, CROSS ACCESS EASEMENT AGREEMENT RECORDED IN BOOK 2019, PAGE 3978. (EX. 30) 10 4 5 10 4 5 10 5 0 10 4 4 10 4 4 10 4 6 10 4 7 10 4 8 10 4 9 105 1 105 2 10 5 3 10 5 3 105 1 10 5 2 10 5 3 10 5 3 10 5 4 10 5 4 105 0 10 4 6 10 4 7 10 4 8 10 4 9 105 1 10 5 1 10 4 5 10 4 5 1044 10 4 4 10 4 6 10 4 7 10 4 6 10 4 7 10 4 8 10 4 9 10 5 0 10 4 8 10 4 9 10 5 1 10 5 2 10 5 3 WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T REMOVE EXISTING BITUMINOUS PAVEMENT & CURB \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \ \\\\\\ REMOVE EXISTING CURB X REMOVE HYDRANT \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ REMOVE EXISTING SANITARY SEWER & SEAL MH ENTRY HOLE W/ WATER TIGHT PLUG X X X X REMOVE TREES SHEET NUMBER: DATE: LI C E N S E N O . I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y M E OR U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A DU L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E L A W S OF T H E S T A T E O F MI N N E S O T A VE R T I C A L S C A L E : HO R I Z O N T A L S C A L E : DR A W N : CH E C K E D : DE S I G N E D : IN I T I A L I S S U E : RE V I S I O N S : PR E P A R E D F O R : N: \ 0 0 7 1 9 9 0 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ 0 0 7 1 9 9 0 E X 0 1 . D W G 03/05/2026 BI G O T I R E S C100 WA U K E E I A BI G O T I R E S EX I S T I N G CO N D I T I O N S & R E M O V A L S 03 / 0 5 / 2 0 2 6 ... 01 / 0 8 / 2 0 2 6 20 0 1 B E A C H S T . , S U I T E 4 0 0 FO R T W O R T H T X 7 6 1 0 3 WE S T W O O D CO N T R A C T O R S , I N C 17 3 0 3 DA V I D B A D E NOT FOR CONSTRUCTION © 2 0 2 5 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'20'40'60' 1" = 20' 01 / 0 8 / 2 0 2 6 01 / 2 0 / 2 0 2 6 2/ 1 8 / 2 0 2 6 3/ 5 / 2 0 2 6 . 1S T R E V I E W C I T Y C O M M E N T S 2N D R E V I E W C I T Y C O M M E N T S 3R D R E V I E W C I T Y C O M M E N T S 4T H R E V I E W C I T Y C O M M E N T S . 20 ' 4' o r 2' PROJECT NUMBER: 0071990.00 we s t w o o d p s . c o m We s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Ph o n e (9 5 2 ) 9 3 7 - 5 1 5 0 12 7 0 1 W h i t e w a t e r D r i v e , S u i t e # 3 0 0 Toll Free (8 8 8 ) 9 3 7 - 5 1 5 0 Mi n n e t o n k a M N , 5 5 3 4 3 SOIL BORING FLARED END SECTION SANITARY MANHOLE CATCH BASIN ELECTRIC MANHOLE SEWER CLEANOUT ELECTRIC BOX ELECTRIC METER SIGN HANDICAPPED STALL CABLE TV BOX NATURAL GAS METER STREET LIGHT STEEL/WOOD POST BUSH/SHRUB CONIFEROUS TREE DECIDUOUS TREE POWER OVERHEAD TELEPHONE UNDERGROUND TELEPHONE OVERHEAD POWER UNDERGROUND WATERMAIN FIBER OPTIC SANITARY SEWER STORM SEWER GATE VALVE WATER MANHOLE GAS LINE CABLE TELEVISION LINE CURB STOP BOX HYDRANT WATER METER HAND HOLE/JUNCTION BOX STORM MANHOLE TELEPHONE BOX TELEPHONE MANHOLE LEGEND CULVERT NATURAL GAS VALVE FIRE DEPARTMENT CONNECTION FENCE LINE CONTROLLED ACCESS CURB & GUTTER CONCRETE SURFACE BITUMINOUS SURFACE GRAVEL SURFACE FOUND MONUMENT (SEE LABEL) TREE LINE CTV GAS POH PUG SAN STO TOH TUG WAT FO ∆ S CO ST W CS W E E E T T TV G G X HH EASEMENT LINE SECTION LINE LOT LINE BOUNDARY LINE RIGHT-OF-WAY LINE SET MONUMENT (SEE LABEL) NATURAL GAS MANHOLE FIBER OPTIC PEDESTAL CABLE TV MANHOLE FIBER OPTIC MANHOLE CATCH BASIN MANHOLE DOWNSPOUTDS G TV PROPERTY LINE \\\\\\CURB & GUTTER SAW CUT PAVEMENT SAN SANITARY SEWER WAT WATER MAIN STO STORM SEWER CONCRETE BITUMINOUS BUILDING TREE LIGHT POLE TRAFFIC SIGN EXISTING PROPOSED SAN WAT STO CONSTRUCTION BARRICADE WAT HYDRANTWAT GAS GASGAS PUG UNDERGROUND ELECTRICPUG TUG UNDERGROUND TELEPHONETUG POH OVERHEAD ELECTRICPOH TOH OVERHEAD TELEPHONETOH FO TELEPHONE FIBER OPTICFO CTV CABLE TELEVISIONCTV RETAINING WALL FENCEX SOIL BORING LOCATIONSB-19 X EXISTING REMOVALS \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ \\\\\\ REMOVAL LEGEND 1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2.CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTS AND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING OR REPLACING MISCELLANEOUS ITEMS (SUCH AS FENCES, SIGNS, IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION. 3.CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALL PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. REMOVAL NOTES S S X *X X X HH MH MH CO S MH FO FO FO FO FO SA N SA N SA N SA N SA N SA N SA N GA S GA S GA S GA S GA S PU G PU G PU G PU G PU G PU G PU G PU G AL I C E ' S R O A D 30.00 FOOT OVERLAND FLOWAGE EASEMENT SHOWN ON THE PLAT OF WILLIAMS POINT PLAT 7, IN BOOK 2004, PAGE 16172 (EX. 11) AND PER OVERLAND FLOWAGE EASEMENT IN BOOK 2004, PAGE 16177 (EX. 12) AND ON THE PLAT OF AUTUMN RIDGE PLAT 1, RECORDED IN BOOK 2015, PAGE 9105 ( EX. 16) 10 . 0 0 F O O T P U B L I C U T I L I T Y E A S E M E N T S H O W N ON T H E P L A T O F W I L L I A M S P O I N T P L A T 7 , IN B O O K 2 0 0 4 , P A G E 1 6 1 7 2 ( E X . 1 1 ) 40.00 FOOT BUILDING SETBACK LINE SHOWN ON THE PLAT OF WILLIAMS POINT PLAT 7, IN BOOK 2004, PAGE 16172 (EX. 11) 10.00 FOOT PUBLIC UTILITY ASEMENT SHOWN ON THE PLAT OF AUTUMN RIDGE PLAT 1, RECORDED IN BOOK 2015, PAGE 9105 ( EX. 16) 30.00 FOOT BUFFER EASEMENT SHOWN ON THE PLAT OF AUTUMN RIDGE PLAT 1, RECORDED IN BOOK 2015, PAGE 9105 ( EX. 16) 30.00 FOOT X 50.00 FOOT PRIVATE INGRESS/ EGRESS EASEMENT (RIGHT-IN/RIGHT-OUT) SHOWN ON THE PLAT OF AUTUMN RIDGE PLAT 1, RECORDED IN BOOK 2015, PAGE 9105 ( EX. 16) 10.00 FOOT PUBLIC UTILITY EASEMENT CONTAINED IN PUBLIC UTILITY EASEMENT RECORDED IN BOOK 2015, PAGE 9110 ( EX. 19) 30.00 FOOT LANDSCAPE BUFFER EASEMENT AS CONTAINED IN PUBLIC LANDSCAPE BUFFER EASEMENT RECORDED IN BOOK 2015, PAGE 9112 (EX. 20) PRIVATE INGRESS-EGRESS EASEMENT RECORDED IN BOOK 2015, PAGE 9113 (EX. 21) TEMPORARY CONSTRUCTION EASEMENT RECORDED IN BOOK 2016, PAGE 25978 (EX. 23) PRIVATE SANITARY SEWER EASEMENT RECORDED IN BOOK 2019, PAGE 3972 (EX. 27) NORTH LINE OF PARCEL 18-104 PLAT OF SURVEY RECORDED IN BOOK 2018, PAGE 19572 (EX. 26) AND LOT 1 OF THE FINAL PLAT OF KWIK TRIP 1056, RECORDED IN BOOK 2019, PAGE 18747 (EX. 33) INGRESS/ EGRESS EASEMENT EXHIBIT F2 , CROSS ACCESS EASEMENT AGREEMENT RECORDED IN BOOK 2019, PAGE 3978. (EX. 30) INGRESS/ EGRESS EASEMENT EXHIBIT E2, CROSS ACCESS EASEMENT AGREEMENT RECORDED IN BOOK 2019, PAGE 3978. (EX. 30) INGRESS/ EGRESS EASEMENT EXHIBIT E1, CROSS ACCESS EASEMENT AGREEMENT RECORDED IN BOOK 2019, PAGE 3978. (EX. 30) IN G R E S S / E G R E S S E A S E M E N T E X H I B I T D 2 C R O S S A C C E S S E A S E M E N T AG R E E M E N T R E C O R D E D I N B O O K 2 0 1 9 , P A G E 3 9 7 8 . ( E X . 3 0 ) PUBLIC SANITARY SEWER EASEMENT SHOWN ON EXHIBIT A OF PUBLIC SANITARY SEWER EASEMENT RECORDED IN BOOK 2019, PAGE 4269 (EX. 31) STO ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O STOSTOSTOSTOSTOSTO SANSANSANSANSANSAN N89°38'17"W 330.00 N0 0 ° 2 1 ' 4 3 " E 1 6 0 . 4 9 N89°38'17"W 330.00 N0 0 ° 2 1 ' 4 3 " E 1 6 0 . 4 9 P U B L I C R I G H T O F W A Y INGRESS/ EGRESS EASEMENT EXHIBIT E1, CROSS ACCESS EASEMENT AGREEMENT RECORDED IN BOOK 2019, PAGE 3978. (EX. 30) WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T PROPOSED BUILDING 7,836 SF FFE=1052.00 T A 22 A A 53 22 53 C B C B 14 S.2 14 15 S.2 8 8 9 10 8 19 19 19 19 D 22 53 19 19 1 1 1 2 1 11 24' 19' 9' 42.54' 6' 5' 6.4' 10' 9'19'9'19' 5.71' 15.71' 12' 13.25'12.75' 160.67' 13' 45.33' 18 9'19' 45 E 16' 16' 12'2' 66.42' 40 37.87' 76.42' MONUMENT SIGN IS TO BE REVIEWED AND APPROVED WITH A SEPARATE SIGN PERMIT APPLICATION 30 ' F R O N T Y A R D BU I L D I N G S E T B A C K 10 ' F R O N T Y A R D P A R K I N G S E T B A C K / 1 0 ' P . U . E . 30 ' R E A R Y A R D B U I L D I N G S E T B A C K / L A N D S C A P E B U F F E R 5' R E A R Y A R D P A R K I N G S E T B A C K 5' SIDE YARD PARKING SETBACK 5' SIDE YARD PARKING SETBACK BIOFILTRATION BASIN BTM=1042.00 B C C 1919 19 19 SHEET NUMBER: DATE: LI C E N S E N O . I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y M E OR U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A DU L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E L A W S OF T H E S T A T E O F MI N N E S O T A VE R T I C A L S C A L E : HO R I Z O N T A L S C A L E : DR A W N : CH E C K E D : DE S I G N E D : IN I T I A L I S S U E : RE V I S I O N S : PR E P A R E D F O R : N: \ 0 0 7 1 9 9 0 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ 0 0 7 1 9 9 0 S P 0 1 . D W G 03/05/2026 BI G O T I R E S C200 WA U K E E I A BI G O T I R E S SI T E P L A N 03 / 0 5 / 2 0 2 6 ... 01 / 0 8 / 2 0 2 6 20 0 1 B E A C H S T . , S U I T E 4 0 0 FO R T W O R T H T X 7 6 1 0 3 WE S T W O O D CO N T R A C T O R S , I N C 17 3 0 3 DA V I D B A D E NOT FOR CONSTRUCTION © 2 0 2 5 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'20'40'60' 1" = 20' 01 / 0 8 / 2 0 2 6 01 / 2 0 / 2 0 2 6 2/ 1 8 / 2 0 2 6 3/ 5 / 2 0 2 6 . 1S T R E V I E W C I T Y C O M M E N T S 2N D R E V I E W C I T Y C O M M E N T S 3R D R E V I E W C I T Y C O M M E N T S 4T H R E V I E W C I T Y C O M M E N T S . 20 ' 4' o r 2' PROJECT NUMBER: 0071990.00 we s t w o o d p s . c o m We s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Ph o n e (9 5 2 ) 9 3 7 - 5 1 5 0 12 7 0 1 W h i t e w a t e r D r i v e , S u i t e # 3 0 0 Toll Free (8 8 8 ) 9 3 7 - 5 1 5 0 Mi n n e t o n k a M N , 5 5 3 4 3 S.1 S.10 S.2 REFERENCE STOP SIGN 30" X 30"R1-1 SIZE MnDOT DESIGNATION HANDICAP ACCESSIBLE 12" X 18"R7-8M 1 B612 CURB AND GUTTER 2 MOUNTABLE CURB AND GUTTER 8 PRIVATE CONCRETE SIDEWALK 9 PRIVATE PEDESTRIAN CURB RAMP 10 PRIVATE PARALLEL PEDESTRIAN CURB RAMP 11 CROSS WALK STRIPING 14 SIGN INSTALLATION 15 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING 18 BOLLARD 19 PAVEMENT SECTIONS 22 SAW CUT CONTROL JOINT 40 CAST IN PLACE CONCRETE RETAINING WALL 1 ·EXISTING ZONING:C-1, COMMUNITY AND HIGHWAY SERVICE COMMERCIAL DISTRICT ARTERIAL OVERLAY DISTRICT ·PROPOSED ZONING:C-1, COMMUNITY AND HIGHWAY SERVICE COMMERCIAL DISTRICT ARTERIAL OVERLAY DISTRICT ·PARCEL DESCRIPTION:LOT 3 - AUTUMN RIDGE PLAT 1 ·PROPERTY AREA:52,962 SF (1.22 AC) ·EXISTING IMPERVIOUS SURFACE: 7,077.78 SF (13.4%) ·PROPOSED IMPERVIOUS SURFACE:35,931.53 SF (67.8%) ·BUILDING HEIGHT:25.33' ·BUILDING GROSS SIZE:7,836 SF RETAIL/SHOWROOM: 964 SF SERVICE BAYS: 4,491 SF STORAGE:2,381 SF ·FLOOR-AREA-RATIO(FAR):0.15 ·BUILDING SETBACK PER CODE:30'=FRONT 0'=SIDE / 0'=SIDE TO ROW (NOT ADJACENT TO R DISTRICT) 30'=REAR ·PARKING SETBACK:10'=FRONT AND ROW 5'=SIDE AND REAR ·PARKING SPACE/DRIVE AISLE:9' WIDE X 19' LONG, 24' AISLE ·PARKING RATIO REQUIREMENT CITY OF WAUKEE IA AUTOMOTIVE REPAIR STATION 3 SPACES / SERVICE BAY 2.5 SPACES / 1,000 SF OF NON-SERVICE AREA BAYS 30 SPACES (10*3=30) NON SERVICE 5 (1,191/1,000= 1.91*2.5= 4.775= 5) TOTAL SPACES REQUIRED:35 SPACES ·PARKING PROVIDED:42 STANDARD SPACES 30 ADA SPACES: 2 BAY SPACES:10 SIGN LEGEND SITE DETAILS (SI-0XX) SITE DEVELOPMENT SUMMARY 1.BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONAL SERVICES, MINNETONKA, MN 55343. 11.21.25. 2.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE ENGINEER 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 OTHERWISE NOTED. 5.REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF EXITS, 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 TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE IDOT STANDARDS. 9.BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 10.CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 11.SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPARED BY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS. 12.CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER. 13.ALL WORK SHALL BE DONE IN ACCORDANCE WITH 2025 WAUKEE STANDARD SPECIFICATIONS AND 2026 SUDAS STANDARD SPECIFICATIONS. THE CITY OF WAUKEE MUST BE NOTIFIED BY ALL CONTRACTORS 48 HRS PRIOR TO COMMENCING WORK. GENERAL SITE NOTES PROPERTY LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER LOT LINE POND NORMAL WATER LEVEL RETAINING WALL CONCRETE PAVEMENT NUMBER OF PARKING STALLS TRANSFORMER SITE LIGHTING EXISTING PROPOSED FENCEXX HEAVY DUTY BITUMINOUS PAVEMENT NORMAL DUTY BITUMINOUS PAVEMENT TRAFFIC SIGN POWER POLE BOLLARD / POST CONCRETE SIDEWALK TIP-OUT CURB AND GUTTER SITE LEGEND 5 T A MATCH EXISTING CURB B FLUSH CURB C TRANSITION CURB D TRASH ENCLOSURE (SEE ARCH PLANS) E MONUMENT SIGN (SEE ARCH PLANS) SITE KEYNOTESA PUG PUG PUG PUG PUG PUG FO FO FO FO FO FO FO GAS GAS GAS GAS GAS HH E GGG MH MH CO ST S MH FO FO FO FO FO SA N SA N SA N SA N SA N SA N SA N GA S GA S GA S GA S GA S PU G PU G PU G PU G PU G PU G PU G PU G AL I C E ' S R O A D STO STO ST O STOSTOSTOSTOSTOSTOSTOSTO SANSANSANSANSANSAN N89°38'17"W 330.00 N0 0 ° 2 1 ' 4 3 " E 1 6 0 . 4 9 N89°38'17"W 330.00 N0 0 ° 2 1 ' 4 3 " E 1 6 0 . 4 9 P U B L I C R I G H T O F W A Y 10 4 5 10 4 5 10 5 0 10 4 4 10 4 4 10 4 6 10 4 7 10 4 8 10 4 9 105 1 105 2 10 5 3 10 5 3 105 1 10 5 2 10 5 3 10 5 3 10 5 4 10 5 4 105 0 10 4 6 10 4 7 10 4 8 10 4 9 105 1 10 5 1 10 4 5 10 4 5 1044 10 4 4 10 4 6 10 4 7 10 4 6 10 4 7 10 4 8 10 4 9 10 5 0 10 4 8 10 4 9 10 5 1 10 5 2 10 5 3 WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T PROPOSED BUILDING 7,836 SF FFE=1052.00 T 10 4 5 10 5 0 10 4 2 10 4 3 10 4 4 10 4 6 10 4 7 10 4 8 10 4 9 10 5 1 105 1 1051 1051 105 1 1050 1049 10 5 0 10 4 7 10 4 8 10 4 9 10 4 5 10 4 4 1046 10 4 3 10501049 1051 105 1 10 5 2 10 5 3 10 4 3 10 4 4 10 4 0 10 4 0 10 4 1 10 4 1 1043 1044 E.O.F. 1044.20 E.O.F. 1044.20 1044.70 1044.70 HWL HWL HW L HW L HW L HW L HW L HW L HW L HWLHWL HW L HW L HW L HW L HW L HW L HW L 1044 10 4 3 1050.33 1050.49 1050.53 1050.63 1051.11 1051.25 1050.65 1050.61 1050.50 1050.01 1050.58 1050.78 1050.85 1050.90 1050.80 1050.30 1050.00 1050.38 1050.501050.49 1050.14 1049.49 1049.60 1050.30 1050.51 1050.46 1050.32 1050.99 1051.40 1051.05 1051.09 1051.31 1051.311051.27 1051.20 1051.06 1051.57 1051.801051.921051.891051.90 1051.90 1050.13 1051.92 1051.92 1051.90 1051.57 1051.41 1051.90 1051.40 LP 1049.97 LP 1050.28LP 1049.99 LP 1050.28 LP 1050.30 7.78% 1046.03 1046.08 BW: 1044.30 BW: 1044.30 BW: 1044.30 BW: 1044.30 BW: 1044.75 TW: 1045.76 TW: 1050.00 TW: 1051.00 TW: 1049.50 TW: 1045.00 1052.00 1052.00 1052.00 1052.00 1048.80 1048.80 1049.39 34.23% 33.33% 31 . 6 3 % BIOFILTRATION BASIN BOTTOM=1042.00 OUTLET=1042.90 100-YR HWL=1044.48 EOF=1044.20 TOP BERM=1045.75 (EXISTING SIDEWALK) 1045.68 1046.51 1053.33 1053.43 PRETREATMENT FOREBAY 8.5'x10' AREA WITH 2' DEPTH 33.43% 33 . 3 6 % 1052.001052.00 1052.00 PRETREATMENT FOREBAY 7'x9' AREA WITH 2' DEPTH DRIVEWAY ENLARGEMENT E.O.F. 1050.62 E.O.F. 1050.49 E.O.F. 1050.78 E.O.F. 1050.47 E.O.F. 1050.51 CBMH-101 100 YR HWL=1050.16 CBMH-102 100 YR HWL=1050.38 CBMH-103 100 YR HWL=1050.08 CBMH-104 100 YR HWL=1050.46 CBMH-201 100 YR HWL=1050.39 1051.49 1051.49 ADA STALLS ENLARGEMENT HP 1050.90 HP 1051.90 1044.30 BW: 1044.30 TW: 1051.00 1045.75 1045.75 OVERFLOW TO KWIK STAR BYPASS DITCH PUG PUG PUG PUG PUG PUG PUG PUG PUG FO FO FO FO FO FO FO FO FO FO GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS S SA N SA N SAN 10 5 0 1050.35 1049.51 1050.11 1051.12 1051.41 1050.61 1050.56 1051.38 1051.34 1051.41 1051.51 6.2 6 % 3.56% 5. 5 1 % 9.9 3 % E.O.F. 1050.62 1050.62 1050.57 1051.34 1051.39 1.54% 8. 2 7 % 1.50% 3.15%1. 3 5 % 3.12% 1050.55 1050.50 1050.18 1.50% 1. 0 0 % 1. 0 0 % 1.10% 2.00% 2. 0 0 % 7.58% 7.88% 7.59% 1050.49 1050.54 1050.59 1050.65 1050.311050.25 1050.201050.14 4. 4 6 % 1. 8 0 % 1. 8 0 % 1. 8 0 % 1. 8 0 % 0.60%0.60%0.60% 0.60%0.60%0.60%SHEET NUMBER: DATE: LI C E N S E N O . I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y M E OR U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A DU L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E L A W S OF T H E S T A T E O F MI N N E S O T A VE R T I C A L S C A L E : HO R I Z O N T A L S C A L E : DR A W N : CH E C K E D : DE S I G N E D : IN I T I A L I S S U E : RE V I S I O N S : PR E P A R E D F O R : N: \ 0 0 7 1 9 9 0 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ 0 0 7 1 9 9 0 G D 0 1 . D W G 03/05/2026 BI G O T I R E S C300 WA U K E E I A BI G O T I R E S GR A D I N G PL A N 03 / 0 5 / 2 0 2 6 ... 01 / 0 8 / 2 0 2 6 20 0 1 B E A C H S T . , S U I T E 4 0 0 FO R T W O R T H T X 7 6 1 0 3 WE S T W O O D CO N T R A C T O R S , I N C 17 3 0 3 DA V I D B A D E NOT FOR CONSTRUCTION © 2 0 2 5 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'20'40'60' 1" = 20' 01 / 0 8 / 2 0 2 6 01 / 2 0 / 2 0 2 6 2/ 1 8 / 2 0 2 6 3/ 5 / 2 0 2 6 . 1S T R E V I E W C I T Y C O M M E N T S 2N D R E V I E W C I T Y C O M M E N T S 3R D R E V I E W C I T Y C O M M E N T S 4T H R E V I E W C I T Y C O M M E N T S . 20 ' 4' o r 2' PROJECT NUMBER: 0071990.00 we s t w o o d p s . c o m We s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Ph o n e (9 5 2 ) 9 3 7 - 5 1 5 0 12 7 0 1 W h i t e w a t e r D r i v e , S u i t e # 3 0 0 Toll Free (8 8 8 ) 9 3 7 - 5 1 5 0 Mi n n e t o n k a M N , 5 5 3 4 3 PROPERTY LINE 982 980 POND NORMAL WATER LEVEL RIDGE LINE TOP AND BOTTOM OF RETAINING WALL EMERGENCY OVERFLOW SB-19 SOIL BORING LOCATION STO STORM SEWER DRAIN TILE WATER MAIN SANITARY SEWER EXISTING PROPOSED INDEX CONTOUR INTERVAL CONTOUR982 980 WAT SAN SPOT ELEVATION FLOW DIRECTION SB-19 RETAINING WALL GRADING LIMITSGL CURB AND GUTTER FLARED END SECTION (WITH RIPRAP) GRADING LEGEND 1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS. 3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL/SURFACE RESTORATION" AS PREPARED BY IDOT. 4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE EIGHT INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. 6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET. 7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES. 8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. 9.SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS. 10.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES. 11.CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER. 12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. 13.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN. 14.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN MNDOT 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 ORDINARY COMPACTION METHOD AS OUTLINED IN IDOT. 16.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER. GRADING NOTES 0.00% 900.00 900.00 TW=XXX.XX BW=XXX.XX E.O.F. 0'5 10 15 1" = 5 DRIVEWAY ENLARGEMENT ADA STALLS ENLARGEMENT HH E GGG MH MH CO ST S MH FO FO FO FO FO SA N SA N SA N SA N SA N SA N SA N GA S GA S GA S GA S GA S PU G PU G PU G PU G PU G PU G PU G PU G AL I C E ' S R O A D STO STO ST O STOSTOSTOSTOSTOSTOSTOSTO SANSANSANSANSANSANSAN N89°38'17"W 330.00 N0 0 ° 2 1 ' 4 3 " E 1 6 0 . 4 9 N89°38'17"W 330.00 N0 0 ° 2 1 ' 4 3 " E 1 6 0 . 4 9 P U B L I C R I G H T O F W A Y 10 4 5 10 4 5 10 5 0 10 4 4 10 4 4 10 4 6 10 4 7 10 4 8 10 4 9 105 1 105 2 10 5 3 10 5 3 105 1 10 5 2 10 5 3 10 5 3 10 5 4 10 5 4 105 0 10 4 6 10 4 7 10 4 8 10 4 9 105 1 10 5 1 10 4 5 10 4 5 1044 10 4 4 10 4 6 10 4 7 10 4 6 10 4 7 10 4 8 10 4 9 10 5 0 10 4 8 10 4 9 10 5 1 10 5 2 10 5 3 WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T PROPOSED BUILDING 7,836 SF FFE=1052.00 T 10 4 5 10 5 0 10 4 2 10 4 3 10 4 4 10 4 6 10 4 7 10 4 8 10 4 9 10 5 1 105 1 1051 1051 105 1 1050 1049 10 5 0 10 4 7 10 4 8 10 4 9 10 4 5 10 4 4 1046 10 4 3 10501049 1051 105 1 10 5 2 10 5 3 10 4 3 10 4 4 10 4 0 10 4 0 10 4 1 10 4 1 1043 1044 E.O.F. 1044.20 E.O.F. 1044.20 1044.70 1044.70 HWL HWL HW L HW L HW L HW L HW L HW L HW L HWLHWL HW L HW L HW L HW L HW L HW L HW L 1044 10 4 3 PUG PUG PUG PUG PUG PUG FO FO FO FO FO FO FO GAS GAS GAS GAS GAS SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF GL GL GL GL GL GL GL GL GL GLGL GLGLGLGLGLGLGLGL GL GLGLGLGLGL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL BIOFILTRATION BASIN POST CONSTRUCTION STORMWATER MANAGEMENT INCLUDING FOREBAYS 22' 26.6' STAGING/MATERIALS STORAGE AREA WASTE MATERIALS (SANITARY,CONSTRUCTION) AND CONCRETE WASHOUT, TO COMPLY WITH SUDAS SPEC 11.050 PROPOSED TOPSOIL STOCKPILE LOCATION WITH DOWNSLOPE PERIMETER SEDIMENT CONTROL PRETREATMENT FOREBAY 8.5'X10' AREA WITH 2' DEPTH PRETREATMENT FOREBAY 7'x9' AREA WITH 2' DEPTH SITE DISCHARGE LOCATION. ULTIMATE DISCHARGE TO SUGAR CREEK SOUTH OF SITE. EROSION CONTROL MATTING (37'x104') SHEET NUMBER: DATE: LI C E N S E N O . I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y M E OR U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A DU L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E L A W S OF T H E S T A T E O F MI N N E S O T A VE R T I C A L S C A L E : HO R I Z O N T A L S C A L E : DR A W N : CH E C K E D : DE S I G N E D : IN I T I A L I S S U E : RE V I S I O N S : PR E P A R E D F O R : N: \ 0 0 7 1 9 9 0 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ 0 0 7 1 9 9 0 E C 0 1 . D W G 03/05/2026 BI G O T I R E S C400 WA U K E E I A BI G O T I R E S ER O S I O N CO N T R O L PL A N 03 / 0 5 / 2 0 2 6 ... 01 / 0 8 / 2 0 2 6 20 0 1 B E A C H S T . , S U I T E 4 0 0 FO R T W O R T H T X 7 6 1 0 3 WE S T W O O D CO N T R A C T O R S , I N C 17 3 0 3 DA V I D B A D E NOT FOR CONSTRUCTION © 2 0 2 5 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'20'40'60' 1" = 20' 01 / 0 8 / 2 0 2 6 01 / 2 0 / 2 0 2 6 2/ 1 8 / 2 0 2 6 3/ 5 / 2 0 2 6 . 1S T R E V I E W C I T Y C O M M E N T S 2N D R E V I E W C I T Y C O M M E N T S 3R D R E V I E W C I T Y C O M M E N T S 4T H R E V I E W C I T Y C O M M E N T S . 20 ' 4' o r 2' PROJECT NUMBER: 0071990.00 we s t w o o d p s . c o m We s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Ph o n e (9 5 2 ) 9 3 7 - 5 1 5 0 12 7 0 1 W h i t e w a t e r D r i v e , S u i t e # 3 0 0 Toll Free (8 8 8 ) 9 3 7 - 5 1 5 0 Mi n n e t o n k a M N , 5 5 3 4 3 PROPERTY LINE SILT FENCE POND NORMAL WATER LEVEL ROCK CONSTRUCTION ENTRANCE EROSION CONTROL MATTING EMERGENCY OVERFLOW SOIL BORING LOCATION STORM SEWER DRAIN TILE WATER MAIN SANITARY SEWER INLET PROTECTION EXISTING PROPOSED INDEX CONTOUR INTERVAL CONTOUR RETAINING WALL SF GRADING LIMITS CURB AND GUTTER FLARED END SECTION (WITH RIPRAP) EROSION CONTROL LEGEND 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, SILT FENCE OR SOCK ARE STANDARD ALONG INLET PROTECTION FOR SEDIMENT CONTROLS, REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. 3.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. 4.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY AND PRIOR TO A RAIN EVENT. A CONSTRUCTION ENTRANCE TO THE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. 5.PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARY PONDING DURING CONSTRUCTION. 6.WHEN INSTALLING END-OF-LINE FLARED END SECTIONS, BRING THE SILT FENCE UP & OVER THE FLARED END SECTIONS & COVER DISTURBED AREAS WITH RIP RAP. THE UPSTREAM FLARED END SECTIONS SHALL HAVE WOOD FIBER BLANKET INSTALLED ON THE DISTURBED SOILS. 7.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BE HARD SURFACE AND MEET THE GP #2 0/14 DAY RULE. 8.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE IA DNR, NPDES, IDOT, AND CITY. A.TEMPORARY SEED SHALL BE SUDAS TYPE 4 (URBAN TEMP. EROSION CONTROL MIXTURE). B.BIOFILTRATION BASIN SHALL BE SUDAS TYPE 3 (PERMANENT WARM SEASON MIXTURE FOR SLOPES & DITCHES). C.GENERAL SEEDING SHALL BE SUDAS TYPE 1 (PERMANENT LAWN MIXTURE). D.EROSION CONTROL BLANKET SHALL BE SUDAS TYPE 5 (TEMPORARY EROSION CONTROL MIXTURE). 9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED. 10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT. 11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION. 12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. 13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. 14.MATTING TO BE INSTALLED FOR THE BIOCELL PER GP#2. 15.ALL CONTRACTORS WILL PROVIDE SAWCUTTING/GRINDING SLURRY CONTAINMENT AND DISPOSAL. 16.POST CONSTRUCTION, THE BIOFILTRATION BASIN WILL BE OWNED AND MAINTAINED BY BIG O TIRES. GENERAL EROSION CONTROL NOTES STO WAT SAN GL SB-19SB-19 E.O.F. HEAVY DUTY SILT FENCEHDSF REDUNDANT SILT CONTROLRSC 982 980 982 980 (TO COMPLY W/IDOT SECTION 4122, GRADATION 13, MACADAM CRUSHED STONE) (TYPE 5.C, TO COMPLY W/SUDAS STANDARDS) SHEET NUMBER: DATE: LI C E N S E N O . I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y M E OR U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A DU L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E L A W S OF T H E S T A T E O F MI N N E S O T A VE R T I C A L S C A L E : HO R I Z O N T A L S C A L E : DR A W N : CH E C K E D : DE S I G N E D : IN I T I A L I S S U E : RE V I S I O N S : PR E P A R E D F O R : N: \ 0 0 7 1 9 9 0 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ 0 0 7 1 9 9 0 S W P 0 1 . D W G 03/05/2026 BI G O T I R E S C401 WA U K E E I A BI G O T I R E S SW P P P NA R R A T I V E 03 / 0 5 / 2 0 2 6 ... 01 / 0 8 / 2 0 2 6 20 0 1 B E A C H S T . , S U I T E 4 0 0 FO R T W O R T H T X 7 6 1 0 3 WE S T W O O D CO N T R A C T O R S , I N C 17 3 0 3 DA V I D B A D E © 2 0 2 5 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 01 / 0 8 / 2 0 2 6 01 / 2 0 / 2 0 2 6 2/ 1 8 / 2 0 2 6 3/ 5 / 2 0 2 6 . 1S T R E V I E W C I T Y C O M M E N T S 2N D R E V I E W C I T Y C O M M E N T S 3R D R E V I E W C I T Y C O M M E N T S 4T H R E V I E W C I T Y C O M M E N T S . ## # ## # o r ## PROJECT NUMBER: 0071990.00 we s t w o o d p s . c o m We s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Ph o n e (9 5 2 ) 9 3 7 - 5 1 5 0 12 7 0 1 W h i t e w a t e r D r i v e , S u i t e # 3 0 0 Toll Free (8 8 8 ) 9 3 7 - 5 1 5 0 Mi n n e t o n k a M N , 5 5 3 4 3 SWPPP NARRATIVE THIS SWPPP IS PREPARED IN ACCORDANCE WITH THE IOWA STATE OPERATING PERMIT FOR THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) REGULATIONS AS ESTABLISHED BY THE CLEAN WATER ACT AND GUIDED BY THE STATE OF IOWA DEPARTMENT OF NATURAL RESOURCES. THE IOWA STORMWATER DISCHARGES FROM CONSTRUCTION SITE ACTIVITIES GENERAL PERMIT (CGP) NO.2 (EXPIRATION DATE: FEBRUARY 29, 2028) PROVIDES THE FRAMEWORK OF REQUIREMENTS FOR COMPLIANCE TO DISCHARGE STORMWATER FROM A CONSTRUCTION SITE. THE PURPOSE OF THE SWPPP IS TO ENSURE THE DESIGN, IMPLEMENTATION, MANAGEMENT, AND MAINTENANCE OF BEST MANAGEMENT PRACTICES (BMPS) IN ORDER TO PREVENT OR MINIMIZE SEDIMENT AND OTHER POLLUTANTS IN STORMWATER DISCHARGES ASSOCIATED WITH THE LAND DISTURBANCE ACTIVITIES AND COMPLIANCE WITH THE TERMS AND CONDITIONS OF THE STATE GENERAL PERMIT. THIS SWPPP IS FOR IMPLEMENTATION BY THE OWNER AND OPERATOR, AS LISTED IN SECTION 5.1 OF THIS SWPPP, AT BIG O TIRES. THIS REPORT SHALL BE ON THE SITE AT ALL TIMES DURING CONSTRUCTION. THE FOLLOWING ARE OUTLINED IN THIS SWPPP: - CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION PRIOR TO AND DURING CONSTRUCTION - CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION AFTER CONSTRUCTION - SOURCES OF STORMWATER AND NON-STORMWATER POLLUTION - INSPECTION AND MAINTENANCE PROCEDURES THE GRADING AND EROSION CONTROL PLAN PREPARED FOR BIG O TIRES SHALL BE CONSIDERED PART OF THE SWPPP. PROJECT LOCATION THIS DOCUMENT PRESENTS A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR BIG O TIRES IN WAUKEE, IA. THE SITE IS LOCATED IN THE SE QUADRANT OF THE ALICE'S RD & FRONTIER AVE INTERSECTION. PROJECT CONTACT INFORMATION OWNER/DEVELOPER:CONTRACTOR: ROBERT BLENDA CONTACT NAME WESTWOOD CONTRACTORS INC.COMPANY NAME 951 WEST 7TH ST ADDRESS FORT WORTH, TX 76102 ADDRESS 817-302-2050 CONTACT NUMBER BOB.BENDA@WESTWOODCONTRACTORS.COM CONTACT E-MAIL OWNER/OPERATOR RESPONSIBILITIES -DEVELOPMENT OF SWPPP PRIOR TO APPLICATION/NOI SUBMITTAL. -SUBMIT A COMPLETE AND ACCURATE APPLICATION FORM (NOI) AND SUBMIT THE SWPPP IF APPLICABLE TO PERMIT REQUIREMENTS. -RECEIVE AN AUTHORIZATION FROM THE IA DNR PRIOR TO STARTING CONSTRUCTION ACTIVITY. -ENSURE THE AUTHORIZED NOI AND SWPPP IS READILY AVAILABLE AT THE CONSTRUCTION SITE. -ENSURE THE PROJECT SPECIFICATIONS ALLOW OR PROVIDE DEVELOPMENT OF ADEQUATE BMPS TO MEET REQUIREMENTS OF PERMIT. -PROVIDE INDICATIONS WITHIN THIS SWPPP FOR AREAS OF THE PROJECT WHERE THEY HAVE CONTROL AND ABILITY TO MAKE MODIFICATIONS. -ENSURE OTHER OPERATORS AFFECTED BY MODIFICATIONS IN PROJECT SPECIFICATIONS ARE NOTIFIED IN A TIMELY MANNER TO MODIFY THEIR BMPS AS NECESSARY FOR SWPPP COMPLIANCE. A COPY OF THE SWPPP WILL BE MADE AVAILABLE AS WELL. -ENSURE THE SWPPP INDICATES THE NAME AND SITE SPECIFIC NPDES AUTHORIZATION NUMBER FOR OPERATORS WHERE APPLICABLE. -A KNOWLEDGEABLE PERSON OR PERSONS ARE PERFORMING INSPECTIONS AND DOCUMENTING THE INSPECTIONS AND MAINTENANCE ACTIVITIES. PROJECT DESCRIPTION THE SITE IS APPROXIMATELY 1.22 ACRES. CONSTRUCTION WILL CONSIST OF, BUT IS NOT LIMITED TO, A PROPOSED BUILDING, A PARKING LOT, AND A FILTRATION BASIN. PROJECT AREA = 1.22 AC DISTURBED AREA = 1.22 AC RUNOFF COEFFICIENT PRE-CONSTRUCTION = 0.28 RUNOFF COEFFICIENT POST CONSTRUCTION = 0.60 PRE-DEVELOPMENT SITE CONDITIONS THE EXISTING SITE CONSISTS OF AN OPEN FIELD OF GREEN SPACE. MOST OF THE SITE IS DRAINING TO THE WEST SIDE OF THE SITE. THE SITE IS LOCATED IN AN AREA WITH AN AVERAGE YEARLY PRECIPITATION AMOUNT OF 35.67 INCHES. SOIL TYPES THE SITE CONTAINS SUBSUFACE SOILS GENERALLY CONSIST OF SANDY CLAY TO CLAY. A LAYER OF FAT CLAY IS LOCATED 4-10 FEET BELOW EXISTING GRADE. REFER TO GEOTECHNICAL REPORT DATED 11/16/2025 COMPLETED BY FES GROUP. THE SITE DOES NOT HAVE CONTAMINATED SOILS OR GROUNDWATER CONTAMINATION PRESENT WITHIN THE SITE BOUNDARY. POST-DEVELOPMENT SITE CONDITIONS THE PROPOSED SITE DEVELOPMENT WILL INCLUDE SITE GRADING, INSTALLATION OF UTILITIES, CONSTRUCTION OF A BUILDING AND PAVEMENT SURFACE AND CONSTRUCTION OF STORMWATER DETENTION POND FOR STORMWATER MANAGEMENT. STORM WATER MANAGEMENT PLAN THE PERMANENT STORM WATER MANAGEMENT PLAN WILL CONSIST OF STORMWATER PIPING THROUGHOUT THE SITE THAT DRAINS INTO PROPOSED STORMWATER DETENTION BASIN LOCATED ON THE WEST PORTION OF THE SITE, WITH THE BASIN DISCHARGING TO THE CITY STORM SEWER SYSTEM. REFER TO THE BIG O TIRES STORMWATER MANAGEMENT REPORT FOR MORE INFORMATION REGARDING THE PRE-DEVELOPMENT SITE CONDITIONS, POST-DEVELOPMENT SITE CONDITIONS, STORM WATER MANAGEMENT CALCULATIONS, AND DRAINAGE AREA MAPS. POST CONSTRUCTION, THE BIOFILTRATION BASIN WILL BE OWNED AND MAINTAINED BY BIG O TIRES. THE SITE STORM WATER DETENTION FACILITY WILL BE CONSTRUCTED TO MEET OR EXCEED LOCAL, STATE AND FEDERAL REQUIREMENTS. TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMP'S ALONG WITH THE PROCEDURES TO BE USED TO ESTABLISHED ADDITIONAL TEMPORARY BMP'S AS NECESSARY FOR SITE CONDITIONS DURING CONSTRUCTION ARE IDENTIFIED ON THE SITE GRADING AND EROSION CONTROL PLAN PREPARED FOR THE DEVELOPMENT OF THIS PROJECT, AND WITHIN THE PROJECT STORM WATER POLLUTION PREVENTION PLAN. POTENTIAL STORM WATER POLLUTANTS POTENTIAL POLLUTANT SOURCES, INCLUDING CONSTRUCTION AND WASTE MATERIALS THAT ARE USED OR STORED AT THE SITE, ARE DESCRIBED IN THE SECTION. BY IMPLEMENTATION OF THESE BMPS, THE POTENTIAL POLLUTANT SOURCES ARE NOT REASONABLY EXPECTED TO AFFECT THE STORM WATER DISCHARGES FROM THE SITE. CONSTRUCTION MATERIALS, CHEMICALS AND WASTE MATERIALS THAT WILL BE USED OR STORED AT THE SITE: CONSTRUCTION SEQUENCE THE INTENDED SEQUENCING OF MAJOR SITE CONSTRUCTION ACTIVITIES IS AS FOLLOWS: 16.INSTALL PERIMETER CONTROL DEVICES (SILT FENCE, BIO-LOGS, ETC.) AND INLET PROTECTION TO EXISTING STRUCTURES AS SHOWN ON PLAN. INSTALL TREE PROTECTION FENCE AS SHOWN ON PLAN. 17.INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE. 18.CLEAR AND GRUB SITE. 19.STRIP AND STOCKPILE TOPSOIL. 20.ROUGH GRADE OF SITE. 21.STABILIZE DENUDED AREAS AND STOCKPILES. 22.INSTALL SANITARY SEWER, WATERMAIN, STORM SEWER AND SERVICES. 23.INSTALL INLET PROTECTION AROUND CATCH BASINS. 24.INSTALL CURB AND GUTTER. 25.INSTALL PAVEMENT. 26.INSTALL SMALL UTILITIES (GAS, ELECTRIC, PHONE, CABLE, ETC.) 27.REMOVE ACCUMULATED SEDIMENT. 28.FINAL GRADE LANDSCAPE AREAS, SEED AND MULCH. 29.INSTALLATION OF BIORETENTION. 30.WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD AND LANDSCAPING, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. CONSTRUCTION NOTES IT IS HIGHLY RECOMMENDED THAT THE CONTRACTOR MAINTAIN A STOCKPILE OF EROSION CONTROL DEVICES AND SEDIMENT CONTROL BMP'S ON SITE AT ALL TIMES FOR IMMEDIATE USAGE. IN THE EVENT OF AN ACCIDENTAL SEDIMENT DISCHARGE TO WATERS OF THE STATE, OR ANY DISCHARGE OF HAZARDOUS MATERIAL OF REPORTABLE QUANTITY, CONTACT IOWA DNR AT 1-515-993-5804. TIMING OF BMP INSTALLATION THE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S SHALL BE INSTALLED TO MINIMIZE EROSION FROM DISTURBED SURFACES AND CAPTURE SEDIMENT ON SITE. THE FOLLOWING LIST DEFINES THE TIMING OF EROSION PREVENTION AND SEDIMENT CONTROL MEASURES IN SPECIFIC AREAS. ·PRIOR TO START OF CONSTRUCTION THE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTED PRIOR TO CONSTRUCTION: 15.INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND THE PERIMETER OF AREAS TO BE GRADED AND ALL AREAS WHICH ARE NOT TO BE DISTURBED AS SHOWN ON THE GRADING AND EROSION CONTROL PLAN. 16.CONSTRUCT GRAVEL CONSTRUCTION ENTRANCES AT FIELD ENTRANCES TO THE SITE AS SHOWN ON THE CONSTRUCTION PLANS. 17.INLET PROTECTION IS TO BE INSTALLED AT ALL STORM WATER INLETS WHICH HAVE THE POTENTIAL TO RECEIVE STORM WATER RUNOFF FROM THE CONSTRUCTION SITE WITHIN 200 FEET OF LIMITS OF CONSTRUCTION. 18.INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND ALL TEMPORARY INACTIVE STOCKPILES. ALL SILT FENCES FOR STOCKPILES SHALL BE INCIDENTAL TO GRADING CONTRACT IF STOCKPILES ARE PLACED OUTSIDE OF SILT FENCES SHOWN ON THE PLAN. ·DURING CONSTRUCTION THE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTED DURING CONSTRUCTION: 1.PHASE GRADING WORK TO MINIMIZE THE DURATION THAT ANY DISTURBED SOIL IS EXPOSED. 2.ALL DISTURBED AREAS SHALL HAVE TEMPORARY PROTECTION OR PERMANENT COVER OVER EXPOSED SOIL AREAS IF NOT BEING ACTIVELY GRADED AND/OR IF NOT AT FINAL GRADE WITHIN 14 DAYS OF DISTURBANCE ACTIVITY TEMPORARILY OR PERMANENTLY CEASING. TEMPORARY SEED MIX TYPE 5, APPLIED AT A RATE OF 30.5 LBS/ACRE, SHALL BE USED PRIOR TO WINTER, IF SITE NOT SODDED. 3.STRIP AND STOCKPILE TOPSOIL FOR REPLACEMENT OF 6 INCHES OF TOPSOIL OVER TURF AREAS WHEN GRADING IS COMPLETE. 4.PLACE SOD/NATIVE GRASS ON ALL AREAS AFTER REACHING FINAL GRADE WITH TOPSOIL PER SUDAS STANDARDS. 5.STABILIZATION OF TEMPORARY OR PERMANENT DRAINAGE DITCHES THAT DRAIN WATER FROM THE CONSTRUCTION SITE MUST BE INITIATED IMMEDIATELY OF CONNECTING THE DRAINAGE DITCH TO ANY CONVEYANCE SYSTEM THAT DISCHARGES TO SURFACE WATERS. THE FIRST 200 LINEAR FEET MUST BE STABILIZED IMMEDIATELY. THE REMAINING DITCH SHALL BE STABILIZED IMMEDIATELY PER GP#2. 6.AFTER INSTALLATION, INSTALL SILT FENCE AROUND ALL TEMPORARY INACTIVE STOCKPILES WHICH ARE NOT PLACED WITHIN EXISTING SILT FENCES OR OTHER PERIMETER CONTROLS TO BE IN PLACE WHEN INSTALLED. 7.TEMPORARY OR PERMANENT ENERGY DISSIPATION AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER THAN 7 DAYS BEFORE APRON IS INSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP ACCORDING TO THE STANDARD DETAIL. 8.REMOVE ANY SEDIMENT THAT HAS BEEN TRACKED ONTO PUBLIC STREETS AT THE END OF EACH WORKDAY AND PRIOR TO A RAIN EVENT OR MORE FREQUENT AT DIRECTION OF SITE INSPECTOR. 9.COLLECT ALL CONSTRUCTION DEBRIS IN DUMPSTERS AND ROLL-OFF BOXES, EMPTY WHEN DEBRIS REACHES TOP OF DUMPSTER 10.INSPECT POLLUTION CONTROL MEASURES AS SPECIFIED WITHIN IOWA CODE § 455B.381. 11.ALL CONTRACTORS WILL PROVIDE SAWCUTTING/GRINDING SLURRY CONTAINMENT AND DISPOSAL. ·INLET SEDIMENT CONTROL BMP REMOVAL IF INLET SEDIMENT CONTROLS (WIMCO TYPE OR EQUAL) BMP'S ARE REMOVED FOR FLOODING / FREEZING CONCERNS UPON REQUEST OF THE MUNICIPALITY, WATERSHED DISTRICT OR OTHER AGENCY, DOCUMENTATION SHALL BE ATTACHED TO THE INSPECTION REPORTS AND THIS SWPPP OR BE AVAILABLE WITHIN 72 HOURS OF REQUEST. DOCUMENTATION SHALL BE A WRITTEN FORM OF CORRESPONDENCE VERIFYING THE NEED FOR REMOVAL. ·UPON COMPLETION OF CONSTRUCTION ACTIVITIES PERMIT TERMINATION CONDITIONS ARE ACHIEVED FOR THE PROJECT WHEN PERMANENT EROSION CONTROL BMP'S ARE APPLIED TO THE SITE. THE PERMANENT EROSION CONTROL BMP'S MAY BE A COMBINED OF VEGETATIVE AND NON-VEGETATIVE COVER TYPES. ADDITIONAL REQUIREMENTS TO ACHIEVING FINAL STABILIZATION PERMIT TERMINATION CONDITIONS INCLUDE : 15.ALL SOIL DISTURBING ACTIVITY IS COMPLETED. ALL DISTURBED AREA WITHOUT PERMANENT IMPERMEABLE SURFACES ARE VEGETATED FOR FINAL STABILIZATION. 16.PERMANENT STORMWATER TREATMENT SYSTEM (IF REQUIRED) IS CONSTRUCTED AND ACCUMULATED SEDIMENT HAS BEEN REMOVED FROM CONSTRUCTION ACTIVITY. CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENT BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. THE CLEAN OUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. 17.THE VEGETATIVE COVER FOR THE SITE IS AT A DENSITY, WITH UNIFORM PERENNIAL COVER OF 70% OF THE EXPECTED FINAL GROWTH DENSITY. 18.ALL TEMPORARY, SYNTHETIC BMP'S HAVE BEEN REMOVED. SOIL MANAGEMENT AND COMPACTION MINIMIZATION AFTER CLEARING AND GRUBBING, THE OPERATOR(S) SHOULD STRIP AND STOCKPILE TOPSOIL MATERIAL FOR REAPPLICATION ON ALL FUTURE PERMANENT PERVIOUS SURFACE AREAS. THE TEMPORARY TOPSOIL STOCKPILES SHALL BE TEMPORARILY STABILIZED AS REQUIRED. DURING DEVELOPMENT, GRADING AND UTILITY CONSTRUCTION THE SUBSOILS WILL BE COMPACTED AS NECESSARY FOR CONSTRUCTION USING TYPICAL INDUSTRY TECHNIQUES. DURING FINAL GRADE, REAPPLICATION OF THE PRESERVED TOPSOIL SHOULD BE COMPLETED BY A WIDE-PAD DOZER AND OTHER EQUIPMENT TO MINIMIZE COMPACTION OF THE TOPSOIL MATERIAL. THE OPERATOR(S) SHOULD RESTRICT VEHICLE AND EQUIPMENT USE TO AVOID SOIL COMPACTION WHERE FEASIBLE; OR TECHNIQUES SUCH AS RIPPING THE SOIL FOR DECOMPACTION SHOULD BE COMPETED FOLLOWING TOPSOIL PLACEMENT AND PRIOR TO RESEEDING OR OTHER RESTORATION ACTIVITY. PERMANENT VEGETATION ESTABLISHMENT PERMANENT TURF SHALL FOLLOW THE RECOMMENDATIONS PER NOTES AND SPECIFICATIONS IN THE GRADING AND/OR LANDSCAPE PLAN. SEED THAT IS TO OCCUR AFTER OCTOBER 20TH SHALL CONFORM TO THE SUDAS SPECIFICATIONS FOR DORMANT SEEDING. SWPPP INSPECTIONS AND MAINTENANCE EROSION AND SEDIMENT CONTROL INSPECTIONS CONSTRUCTION ACTIVITY AND ALL SUPPORT ACTIVITIES MUST BE INSPECTED WITHIN THE PARAMETERS OF THE SCHEDULE BELOW. THE INSPECTOR SHALL BE A PERSON TRAINED AND FAMILIAR WITH THE REQUIREMENTS OF THIS SWPPPP AND THE IA DNR NPDES GENERAL PERMIT NO. 2 . ALTERNATES WILL INCLUDE INDIVIDUALS TO BE DESIGNATED BY THE OWNER AND MAY INCLUDE CONTRACTOR PERSONNEL OR OTHER QUALIFIED INDIVIDUALS AND SHALL BE LISTED IN THE PROJECT CONTACT INFORMATION SECTION OF THIS PLAN INSPECTION SCHEDULE -DURING CONSTRUCTION: INSPECTION NEEDED ONCE EVERY 7 CALENDAR DAYS. -AFTER FINAL STABILIZATION AND NOD SUBMITTAL: PREPARE REPORT OF FINAL INSPECTION AND RETAIN SWPPP FOR 3 YEARS. SCOPE OF INSPECTION SHALL INCLUDE: 1.RECORD DATE AND TIME OF INSPECTION 2.NAME OF PERSON(S) CONDUCTING INSPECTION 3.FINDINGS OF THE INSPECTION 4.LOCATION AND CORRECTIVE ACTIONS NEEDED 5.CORRECTIVE ACTIONS TAKEN (DATE.TIME/BY WHOM) 6.TEMPERATURE AT TIME OF INSPECTION (KNOWN EPA FINE ITEM) 7.DATE AND AMOUNT OF RAINFALL (RAINFALL AMOUNTS TO BE TAKEN FROM AN ONSITE RAIN GAUGE) 8.OBSERVED DISCHARGES LOCATIONS 9.DESCRIBE DISCHARGE (COLOR, ODOR, FLOATING. SETTLED, SOLIDS, FOAM, OIL SHEEN) 10.THE SITE INSPECTOR WILL VISUALLY CHECK A DISCHARGE FROM A TEMPORARY OR PERMANENT SEDIMENTATION BASIN TO ENSURE ADEQUATE TREATMENT IS OBTAINED AND DISCHARGE WATER WILL NOT CONTRIBUTE EXCESSIVE SEDIMENT OR OTHER NUISANCE CONDITIONS. 11.RECORD CHANGES MADE TO THE SWPPP. AMENDMENTS FROM INSPECTIONS NEED TO BE COMPLETED WITHIN 7 DAYS. IF THE PERMITTEE DETERMINES THAT MAKING THESE CHANGES AT THE CONSTRUCTION SITE WITHIN 72 HOURS OF THE INSPECTION IS IMPRACTICABLE, THE PERMITTEE SHALL DOCUMENT IN THE SWPPP WHY IT IS IMPRACTICABLE AND INDICATE AN ESTIMATED DATE BY WHICH THE CHANGES SHALL BE MADE. 12.ALL INSPECTIONS SHALL BE DOCUMENTED WITHIN 24 HOURS AFTER COMPLETING THE FIELD INSPECTION AND AVAILABLE IN PAPER OR ELECTRONIC FORM ON SITE. MAINTENANCE OF EROSION AND SEDIMENT CONTROL DEVICES THE OWNER/CONTRACTOR IS RESPONSIBLE FOR THE OPERATION, MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE CONTRACTOR MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENT MEASURES TO ENSURE INTEGRITY AND EFFECTIVENESS DURING ALL ROUTINE AND POST RAINFALL EVENTS. ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WITH FUNCTIONAL BMPS IMMEDIATELY AFTER DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS UNLESS ANOTHER TIME FRAME IS SPECIFIED BELOW. THE FOLLOWING GUIDELINES WILL BE USED TO DETERMINE IF THE EROSION AND SEDIMENT CONTROL DEVICES REQUIRE MAINTENANCE, REPAIR, OR REPLACEMENT: 15.ALL NON-FUNCTIONAL BMPS - OBSERVED CONDITION; SEDIMENT OVERTOPPING, UNDER WATER, SCOURED ENDS, UNDERMINED, DESTROYED, NON-FUNCTION AS DESIGNED, ETC. - SHALL BE MAINTAINED OR REPLACED IMMEDIATELY AFTER DISCOVERY OR NOTIFICATION, OR AS SOON AS FIELD CONDITIONS ALLOW. 16.PERIMETER SEDIMENT CONTROL (SILT FENCE, FIBER LOGS, BERMS, ETC.) - OBSERVED CONDITION TO BE 1/2 FULL OF SEDIMENT, FLATTENED TO 1/2 HEIGHT, DRIVEN OVER, UNDERMINED, SCOURED, MOVED FOR ACCESS, ETC. - SHALL BE MAINTAINED, REPAIRED OR SUPPLEMENTATION OF PERIMETER SEDIMENT CONTROL SHOULD BE DONE IMMEDIATELY OR AS FIELD CONDITIONS ALLOW. 17.INLET PROTECTION BMPS, CONVEYANCES, SURFACE WATERS - OBSERVED CONDITION; SEDIMENT DEPOSITION, SEDIMENT DELTAS AN ACCUMULATION OF SEDIMENT MATERIAL, DEVICES APPEAR PLUGGED WITH SEDIMENT - REMOVAL/CLEAN OUT OF ACCUMULATED SEDIMENT AND DELTAS TO BE REMOVED WITHIN 7 DAYS, STABILIZE AS NEEDED IF SOILS ARE EXPOSED DURING REMOVAL/CLEAN OUT. 18.TEMPORARY SEDIMENT BASINS AND TRAPS/PERMANENT SEDIMENT BASINS - OBSERVED TO HAVE SEDIMENT DEPOSITION AND ACCUMULATION TO 1 2 OF THE STORAGE VOLUME - CLEAN OUT, REMOVE ACCUMULATED SEDIMENT MATERIAL WITHIN 7 DAYS OF OBSERVATION, OR AS FIELD CONDITIONS ALLOW ACCESS. 19.SITE EXIT LOCATIONS, ROCK EXIT PADS, OTHER ANTI-TRACKING PRACTICES - OBSERVED TO HAVE ACCUMULATED SEDIMENT IN ROCK OR OTHER ANTI-TRACKING BMP, TRACKING OF SEDIMENT FROM THE SITE ONTO PAVED SURFACES - TOP DRESS ROCK, MAINTAIN ROCK EXIT OR OTHER ANTI-TRACKING CONTROLS, SCRAP PAVED SURFACES, SWEEP PAVED SURFACES WITHIN 1 CALENDAR DAY OF DISCOVERY. 20.PAVED SURFACES AND ADJACENT STREETS - OBSERVED TO BE TRACKED WITH SEDIMENT AND SOIL MATERIAL FROM THE SITE HAULING OR ACCESS - SWEEP AT THE END OF EACH WORKDAY AND PRIOR TO A RAIN EVENT, ADDITIONAL AND/OR MORE FREQUENT SWEEPING MAY BE NEEDED TO MAINTAIN PUBLIC SAFETY OR PREVENT WASHING FROM FORECASTED RAINS. TERMINATION OF COVERAGE THE PROJECT PERMIT MAY BE TERMINATED IN ONE OF THE FOLLOWING SCENARIOS: 1.ALL CONSTRUCTION ACTIVITY IS COMPLETE FOR PORTIONS OF THE SITE THAT ARE THE RESPONSIBILITY OF THE OPERATOR/ PERMITTEE, TEMPORARY SYNTHETIC BMPS ARE REMOVED, ACCUMULATED SEDIMENT FROM CONSTRUCTION IS REMOVED, AND FINAL STABILIZATION IS COMPLETED WITH VEGETATIVE AND / OR NON-VEGETATIVE COVER. THE NOTICE OF DISCONTINUATION FORM FROM THE IA DNR SHOULD BE COMPLETED WITHIN THIRTY DAYS OF MEETING THE CONDITIONS ABOVE. 2.WHERE THE PROJECT OBTAINED PERMIT COVERAGE BUT NEVER STARTED CONSTRUCTION ACTIVITY DUE TO CANCELLATION OR OTHER REASONS, DOCUMENTATION SHOULD BE SENT TO THE IIA DNR WITH THE NOD FORM AND IS SUBJECT TO MS4 APPROVAL. POTENTIAL POLLUTANT LOCATION CONTROL MEASURE ANTIFREEZE VARIOUS SECONDARY CONTAINMENT / DRIP PAN DIESEL FUEL VARIOUS SECONDARY CONTAINMENT / DRIP PAN FERTILIZER LANDSCAPE CONTRACTOR SECONDARY CONTAINMENT GASOLINE IN EQUIPMENT/FUELING AREA SECONDARY CONTAINMENT / DRIP PAN GLUE/ADHESIVES CONTRACTOR SECONDARY CONTAINMENT HYDRAULIC OILS/FLUIDS CONTRACTOR SECONDARY CONTAINMENT PAINTS CONTRACTOR SECONDARY CONTAINMENT GREASE CONTRACTOR SECONDARY CONTAINMENT / DRIP PAN SANITARY WASTE PORTABLE BATHROOMS SERVICE PROVIDER TO SECURE UNITS FROM TIPPING OVER AND MAINTAINED SOIL AMENDMENTS VARIOUS SECONDARY CONTAINMENT LANDSCAPING MATERIALS LANDSCAPE CONTRACTOR CONTRACTOR RESPONSIBLE CONCRETE TRUCK WASHOUT WASHOUT AREA CONCRETE / MORTAR MOBILE MIXER S.C. / WASHOUT AREA RECEIVING WATERS WITHIN 1 MILE OF THE PROJECT SITE NAME TYPE IMPAIRED (Y/N)SPECIAL (Y/N)DISTANCE/ DIRECTION FROM SITE WAUKEE STORM SEWER MS4 N N SWPPP BMP QUANTITIES SILT FENCE 405 LF INLET PROTECTION 7 EACH TYPE 4 TEMPORARY SEED MIX 1 AC TYPE 3 SEED MIX 0.1 AC SOD 35,720 SF MULCH 1 AC EROSION CONTROL MATTING 5,111 SF ROCK CONSTRUCTION ENTRANCE 1 EACH STREET SWEEPING 1 EACH SHEET NUMBER: DATE: LI C E N S E N O . I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y M E OR U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A DU L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E L A W S OF T H E S T A T E O F MI N N E S O T A VE R T I C A L S C A L E : HO R I Z O N T A L S C A L E : DR A W N : CH E C K E D : DE S I G N E D : IN I T I A L I S S U E : RE V I S I O N S : PR E P A R E D F O R : N: \ 0 0 7 1 9 9 0 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ 0 0 7 1 9 9 0 S W P 0 1 . D W G 03/05/2026 BI G O T I R E S C402 WA U K E E I A BI G O T I R E S SW P P P NO T E S 03 / 0 5 / 2 0 2 6 ... 01 / 0 8 / 2 0 2 6 20 0 1 B E A C H S T . , S U I T E 4 0 0 FO R T W O R T H T X 7 6 1 0 3 WE S T W O O D CO N T R A C T O R S , I N C 17 3 0 3 DA V I D B A D E © 2 0 2 5 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 01 / 0 8 / 2 0 2 6 01 / 2 0 / 2 0 2 6 2/ 1 8 / 2 0 2 6 3/ 5 / 2 0 2 6 . 1S T R E V I E W C I T Y C O M M E N T S 2N D R E V I E W C I T Y C O M M E N T S 3R D R E V I E W C I T Y C O M M E N T S 4T H R E V I E W C I T Y C O M M E N T S . ## # ## # o r ## PROJECT NUMBER: 0071990.00 we s t w o o d p s . c o m We s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Ph o n e (9 5 2 ) 9 3 7 - 5 1 5 0 12 7 0 1 W h i t e w a t e r D r i v e , S u i t e # 3 0 0 Toll Free (8 8 8 ) 9 3 7 - 5 1 5 0 Mi n n e t o n k a M N , 5 5 3 4 3 SWPPP NOTES LISTED BELOW ARE ADDITIONAL BMP'S THAT MAY BE CONSIDERED FOR USE IF THE BMP'S IDENTIFIED IN THE EROSION CONTROL PLANS PROVE TO BE INSUFFICIENT. PAYMENT FOR THESE BMP'S MAY ONLY BE MADE IF PRIOR APPROVAL FROM AN OWNER HAS BEEN GIVEN. 1.WORK ADJACENT TO RESIDENTIAL PROPERTIES ·INSTALL SILT FENCE FOR PERIMETER BARRIER BETWEEN TOE OF FILL AND PROJECT BOUNDARY. ·INSTALL RUNOFF DIVERSIONS TO TEMPORARY SEDIMENT BASINS IF 10 OR MORE ACRES ARE DRAINING TOWARD THE PROPERTY BOUNDARY. 2.IMPORTANT VEGETATION ·SAFETY FENCE OR A SIMILAR METHOD OF PROTECTION SHALL BE INSTALLED TO PROTECT IMPORTANT VEGETATION AND PROHIBIT VEHICULAR TRAFFIC. ·A SECONDARY SILT FENCE SHALL BE INSTALLED AT FIELD OFFICES, STORED EQUIPMENT (INCLUDING VEHICLE PARKING), CONSTRUCTION MATERIAL LOCATIONS, AND TOPSOIL OR FILL STOCKPILES INSTALLED WITHIN A 25- FOOT MINIMUM BUFFER OUTSIDE THE DRIP LINE OF TREES. 3.DITCH PROTECTION (TEMPORARY OR PERMANENT) ·THE LAST 200 FEET OF ANY DITCH CONNECTING TO A SURFACE WATER SHALL HAVE TEMPORARY OR PERMANENT STABILIZATION MEASURES IN PLACE WITHIN 24 HOURS OF DIRECT CONNECTION TO A SURFACE WATER. DITCHES MAY BE KEPT IN A "SMOOTH" ROUGH GRADED CONDITION IN ORDER TO PROPERLY INSTALL EROSION CONTROL SEEDING, MULCH, MATS AND BLANKETS. ·STABILIZATION METHODS FOR DITCH BOTTOM WETTED PERIMETER MAY INCLUDE ONE OF THE FOLLOWING OR COMBINATIONS OF EROSION CONTROL BLANKET, MATS, RIPRAP, BIO-ROLLS OR ROCK CHECK DAMS. THE METHOD CHOSEN WILL BE BASED ON AN ANALYSIS OF THE SLOPE AND VELOCITY OF THE RUNOFF. THESE ARE ADDITIONAL BMP'S WHICH MAY BE CONSIDERED FOR USE IF THE BMP'S IDENTIFIED IN THE EROSION CONTROL PLANS PROVE TO BE INSUFFICIENT. PAYMENT FOR THESE BMP'S MAY ONLY BE MADE IF PRIOR APPROVAL FROM AN OWNER HAS BEEN GIVEN. ·WHERE DITCH GRADES EXCEED 5%, ROCK CHECK DAMS OR EQUIVALENT BMP SHALL BE INSTALLED. CHECK DAMS TO BE SPACED SO THAT THE CREST OF THE DOWNSTREAM DAM IS AT THE ELEVATION OF THE TOE OF THE UPSTREAM DAM. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. ·ABOVE THE WETTED PERIMETER, THE DITCH WILL BE STABILIZED BY SEEDING AND MULCH AND/OR EROSION CONTROL BLANKETS DEPENDING ON SIDE SLOPE STEEPNESS AND LENGTH. ·ALL DITCHES WILL BE STABILIZED WITHIN 14 DAYS. 6.CULVERT INLET/OUTLET PROTECTION ·SOD MAY BE PLACED AND ANCHORED AT CULVERT INLETS AS SHOWN ON THE GRADING PLAN, UNLESS VELOCITIES REQUIRE RIPRAP. ·AT LEAST ONE 2-FOOT WIDE STRIP OF SOD OR FIBER BLANKET SHALL BE PLACED ALONG THE EDGES OF CULVERT HEADWALLS AND WINGWALLS AS SHOWN ON THE GRADING AND/OR UTILITY PLANS. ·RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED INSTANTLY AFTER APRON IS INSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP ACCORDING TO THE STANDARD DETAIL. 7.STORM SEWER INLET PROTECTION ·STORM DRAIN INLETS SHALL BE PROTECTED UNTIL THE DISTURBED AREAS THAT COULD DISCHARGE TO AN INLET HAVE BEEN STABILIZED. ·INFRASAFE SEDIMENT CONTROL BARRIERS OR APPROVED EQUAL SHALL BE USED WHEN CASTINGS ARE NOT IN PLACE. AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THE OWNER. ·INFRASAFE DEBRIS COLLECTION DEVICE OR APPROVED EQUIVALENT SHALL BE USED WHEN CASTINGS ARE IN PLACE AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THE OWNER. ·DOCUMENTATION IS NEEDED WITHIN 72 HOURS IF REMOVAL OF PROTECTION BMPS IS NEEDED DUE TO WINTER CONDITIONS OR FLOODING CONCERNS. 8.STORM WATER POND OUTLETS ·TEMPORARY OR PERMANENT ENERGY DISSIPATION MEASURES SHALL BE IN PLACE AT THE STORM WATER POND OUTLETS WITHIN 24 HOURS OF DIRECT CONNECTION TO A SURFACE WATER. ·RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO APRON INSTALLATION AND SHALL BE INSTALLED UNDER THE APRON LIP. ·POND EMERGENCY SPILLWAYS SHALL BE LINED BASED ON THE DESIGN DISCHARGE FLOW VELOCITY AND AS INDICATED ON GRADING AND/OR UTILITY PLANS. 9.STOCKPILES (TEMPORARY AND PERMANENT) ·LOCATE STOCKPILES A MINIMUM OF 100 FEET FROM CATCH BASIN INLETS, PONDS, AND SITE DRAINAGE ROUTES ·PERIMETER CONTROLS SUCH AS SILT FENCE SHALL BE INSTALLED AROUND ALL STOCKPILES PRIOR TO INITIATION OF STOCKPILING IF NOT PLACED WITHIN EXISTING SILT FENCES OR OTHER SEDIMENT CONTROL. ·TEMPORARY SEED AND MULCH SHALL BE USED TO STABILIZE THE STOCKPILES AND THE STOCKPILES SHALL BE SHAPED TO FACILITATE SEEDING AND MINIMIZE EROSION AND SHALL BE SEEDED IMMEDIATELY UNLESS EARTH-DISTURBING ACTIVITIES HAVE STOPPED AND WILL NOT RESUME FOR 14 DAYS. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. ·IF TEMPORARY SEED AND MULCH CANNOT BE USED, THEN THE STOCKPILES SHALL BE COVERED WITH HYDROMULCH, TARPS OR PLASTIC SHEETING AS APPROVED BY THE OWNER. ·IF STOCKPILES MUST BE PLACED WITHIN A CONVEYANCE A TEMPORARY BYPASS SHALL BE INSTALLED (I.E. PVC PIPE) TO ADEQUATELY CONVEY RUNOFF. TEMPORARY BYPASS BMPS SHALL BE INCIDENTAL TO THE CONTRACT UNLESS PREVIOUSLY APPROVED BY THE OWNER / ENGINEER 10.CONSTRUCTION DEWATERING ·DURING DEWATERING ACTIVITIES, THE SEDIMENT LADEN WATER CANNOT CAUSE NUISANCE CONDITIONS AND MUST DISCHARGE TO A SEDIMENT CONTROL DESIGNED TO PREVENT DISCHARGE WITH VISUAL TURBIDITY. OPTIONS FOR REDUCING THE TURBIDITY OF THE WATER INCLUDE: ·o CONSTRUCT A TEMPORARY SEDIMENT TRAP FOR TURBID WATER DISCHARGE. ·o USE A PORTABLE SEDIMENT TRAP SYSTEM. ·o APPLY NATURAL BASED FLOCCULENT TECHNOLOGY SUCH AS CHITOSAN IN SEDIMENT TRAPS OR A ·SERIES OF DITCH CHECKS TO CONTAIN SEDIMENT. ·o USE A FILTER BAG SYSTEM ·o PUMP TO A TEMPORARY SEDIMENT BASIN. ·TO THE EXTENT FEASIBLE, USE WELL-VEGETATED UPLAND AREAS OF THE SITE TO INFILTRATE DEWATERING WATER BEFORE DISCHARGE. ·ENERGY DISSIPATION WILL BE PROVIDED AT ALL DISCHARGE POINTS. ·DEWATERING OR BASIN DRAINING ACTIVITIES WILL NOT CAUSE EROSION IN RECEIVING CHANNELS OR ADVERSELY IMPACT WETLANDS. ·DEWATERING DISCHARGE MUST BE VISUALLY CHECKED. PHOTOGRAPH DISCHARGE AT THE BEGINNING AND AT LEAST EVERY 24 HOURS OF OPERATION. DEWATERING THAT ONLY LASTS FOR A FEW MINUTES, AS OPPOSED TO HOURS, AND DO NOT REACH SURFACE WATERS, DO NOT REQUIRE PHOTOGRAPHS OR DOCUMENTATION. ·IF NUISANCE CONDITIONS RESULT (SEDIMENT PLUME IN THE DISCHARGE, DISCHARGE APPEARS CLOUDY OR OPAQUE, HAS A VISIBLE CONTRAST, HAS A VISIBLE OIL FILM, HAS AQUATIC HABITAT DEGRADATION), DEWATERING MUST BE CEASED IMMEDIATELY AND CORRECTIVE ACTIONS MUST OCCUR BEFORE DEWATERING IS RESUMED. ·ALL EROSION CONTROL OR SEDIMENT TRAPS REQUIRED FOR CONSTRUCTION DEWATERING SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION ACTIVITY REQUIRING DEWATERING. 11.CONSTRUCTION ENTRANCES ·A TEMPORARY CRUSHED ROCK PAD SHALL BE LOCATED WHERE VEHICLES LEAVE THE CONSTRUCTION SITE. ·THE CONSTRUCTION ENTRANCE PAD SHALL BE AT LEAST 50 FEET IN LENGTH. ·GEOTEXTILE FABRIC MAY BE PLACED UNDER THE CRUSHED ROCK OR WOOD CHIPS TO PREVENT MIGRATION OF MUD FROM UNDERLYING SOIL INTO THE CONSTRUCTION ENTRANCE MATERIAL. ·ROCK PADS SHALL BE CONSTRUCTED OF ROCK 1 TO 3 INCHES IN SIZE AND PLACED IN 6 INCH LAYERS. ·CONSTRUCTION ENTRANCES SHALL BE INSPECTED AT LEAST EVERY 7 DAYS AND MAINTAINED AS NEEDED. ·TRACKED SEDIMENTS SHALL BE REMOVED FROM PAVED SURFACES AT THE END OF EACH DAY USING PICK-UP TYPE STREET SWEEPER. ·IF TRACKING INTO ROADWAY BECOMES PROBLEMATIC THE ENTRANCE PADS SHALL BE LENGTHENED OR ANOTHER TECHNIQUE APPLIED. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT. ·THE CONSTRUCTION ENTRANCE SHALL BE MONITORED CLOSELY DURING WET CONDITIONS. IF TRACKING INTO ADJACENT ROADWAYS OCCURS, THE FREQUENCY OF STREET SWEEPING SHALL BE INCREASED. 12.CONCRETE WASHWATER (SLURRY) ·CONCRETE WASHWATER, INCLUDING SLURRY FROM SAWING OR GRINDING, MUST BE CONTAINED IN A DESIGNED, LEAK-PROOF PIT, OR CONTAINER TO PREVENT DISCHARGE INTO STORM DRAINS OR SURFACE WATERS. ·BURYING OR POURING OF LIQUID CONCRETE WASTE ON-SITE IS PROHIBITED. ·CONCRETE TRUCKS SHALL UTILIZE THE CONCRETE WASHOUT AREA SHOWN ON THE PLANS TO WASH AND RINSE THEIR EQUIPMENT PRIOR TO LEAVING THE SITE. ·WASHOUT OF CONCRETE MIXER TRUCKS WILL BE PERFORMED IN THE DESIGNATED AREAS ONLY. ·WASHOUTS WILL BE CONSTRUCTED AND MAINTAINED TO PROVIDE SUFFICIENT CONTAINMENT FOR ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS. ·CLEAN AND REMOVE SOLIDIFIED MATERIAL FROM CONTAINMENT AREAS AS NEEDED TO MAINTAIN CAPACITY. ·WASHOUTS SHALL BE CLEARLY MARKED ON SITE WITH SIGNAGE BY THE UTILITY CONTRACTOR WITH APPROVAL FROM OWNER. ·WASHOUTS SHALL BE LOCATED A MINIMUM OF 50 FEET FROM DRAINAGE FACILITIES AND WATERCOURSES. ·CONCRETE WASHOUT AREAS WILL HAVE AN IMPERMEABLE LINER TO PREVENT CONCRETE WASHOUT WATER FROM INFILTRATING/CONTACTING WITH SOIL. ·IMPERMEABLE LINER SHALL CONSIST OF 10 MIL POLYLINER. ·WASHOUT SYSTEMS CAN BE USED AS ALTERNATE WASHOUT AREAS. 13.VEHICLE MAINTENANCE ·ROUTINE MAINTENANCE OF VEHICLES AND EQUIPMENT SHALL OCCUR IN STAGING AREAS ONLY. ·VEHICLE WASHING SHOULD BE AVOIDED. IF WASHING IS NECESSARY, RUNOFF FROM THE WASHING WILL BE CONTAINED AND LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. ·ENGINE DEGREASING SHALL BE AVOIDED. IF DEGREASING IS NECESSARY, RUNOFF FROM THE OPERATION WILL BE CONTAINED IN A LINED SEDIMENT TRAP AND PROPERLY DISPOSED OF AT A TREATMENT FACILITY. ·ALL REQUIRED SEDIMENT TRAPS AND CONTAINMENT FACILITIES AND PROPER DISPOSAL OF WASH WATER/DEGREASING AT A TREATMENT FACILITY SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT. 14.FUELING ·ANY FUEL TANK OR TRUCK STORED ON THE PROJECT SITE SHALL BE PROTECTED BY A SECONDARY CONTAINMENT SYSTEM. ·FUELING AREAS SHALL NOT BE WASHED OR RINSED WITH WATER SINCE THIS COULD CAUSE FUEL SPILLS TO BE DISCHARGED INTO STORM WATER SYSTEMS. ·ABSORBENT MATERIALS SHALL BE AVAILABLE ON SITE FOR USE IN CLEANING UP SMALL SPILLS. ·ALL REQUIRED FUEL CONTAINMENT AND CLEAN-UP MATERIALS AND THE PROPER DISPOSAL OF THE MATERIALS SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT. 15.HAZARDOUS MATERIALS ·THE EMPLOYER/CONTRACTOR ARE RESPONSIBLE FOR IDENTIFYING, MANAGING, AND REPORTING HAZARDOUS MATERIALS. THE PROPERTY OWNER/DEVELOPER MUST ALSO ADDRESS EXISTING HAZARDOUS SUBSTANCES. ·HAZARDOUS MATERIALS SHALL BE PROPERLY STORED TO PREVENT VANDALISM OR UNAUTHORIZED ACCESS. ·CONTAINMENT UNITS SHALL BE INSTALLED IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. ·IOWA DNR STORING AND DISPOSAL REQUIREMENTS SHALL BE FOLLOWED FOR ALL HAZARDOUS WASTE. ·NO HAZARDOUS MATERIAL SHOULD BE STORED WITHIN 200 FEET OF AN IDENTIFIED CRITICAL AREA. ·ABSORBENT MATERIALS SHALL BE AVAILABLE FROM THE CONTRACTOR ON SITE FOR USE IN CLEANING UP SMALL SPILLS. ·IF BUILDING MATERIALS, CHEMICALS, OR GENERAL REFUSE IS BEING USED, STORED, DISPOSED OF, OR OTHERWISE MANAGED INAPPROPRIATELY, THE CONTRACTOR SHALL CORRECT SUCH DEFECTS WITHIN 24 HOURS OF DETECTION OR NOTIFICATION. ·ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIRED DISPOSAL SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT. 16.CHEMICAL CONTAINMENT ·GASOLINE, OIL, PAINT, SOLVENTS, AND OTHER CHEMICALS NECESSARY FOR CONSTRUCTION ARE NOT ALLOWED TO CONTACT THE GROUND SURFACE, BE EXPOSED TO GROUNDWATER OR BE RELEASED TO A SURFACE OR GROUNDWATER EXCEPT IN DE MINIMIS QUANTITIES. ·ALL PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINER, WITH ORIGINAL LABELS STILL ATTACHED, UNLESS THE CONTAINER IS NOT RESEALABLE. ·HAZARDOUS MATERIALS SHALL BE RETURNED TO THE HAZARDOUS MATERIAL STORAGE AREA AT THE END OF EACH DAY. ·AN EFFORT SHOULD BE MADE TO STORE ONLY ENOUGH PRODUCTS TO DO THE REQUIRED JOB. ·THE CONTRACTOR SHALL PROVIDE TANKS OR BARRELS TO COLLECT LIQUID BYPRODUCTS THAT POSE A POLLUTION HAZARD. ·THE POLLUTANTS SHALL BE REMOVED FROM THE SITE ON A WEEKLY BASIS AND DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS. ·ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY, IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDED METHODS. ·ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIRED DISPOSAL SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT ·ALL STORAGE AREAS SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS. 17.SOLID WASTE ·SOLID WASTE SHALL BE STORED IN APPROPRIATE CONTAINERS AND PROPERLY DISPOSED OF ON A REGULAR BASIS. ·CONTAINERS SHALL BE COVERED TO PREVENT WIND BLOWING THE WASTE AROUND THE SITE. ·IOWA DNR DISPOSAL REQUIREMENTS WILL BE FOLLOWED FOR ALL SOLID WASTE. ·SOLID WASTE STORAGE CONTAINERS AND PROPER DISPOSAL SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION CONTRACT. 18.DUST CONTROL ·THE CONTRACTOR SHALL USE A VARIETY OF DUST CONTROL INCLUDING BUT NOT LIMITED TO THE FOLLOWING: A.RAPID STABILIZATION METHODS ON SLOPES B.WATER ON ROADWAYS AND GRADED AREAS C.ALTERNATIVES: IN THE FORM OF VEGETABLE POLYMERS, WATER AND CALCIUM CHLORIDE PETROLEUM EMULSION RESINS, OR ACRYLIC COPOLYMERS MAY ALSO BE USED. ·ALL REQUIRED DUST CONTROL SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT AS PER SPECIFICATIONS. 19.WINTER STABILIZATION ·COVER EXPOSED SOILS ON OR AROUND NOV. 15TH AND/OR PRIOR TO TERMINATION OF CONSTRUCTION ACTIVITIES FOR WINTER ·ALL EXPOSED SOILS TO BE COVERED WITH 2 TONS OF SUDAS CONVENTIONAL MULCH ·ALL EXPOSED SOILS TO BE SEEDED WITH SUDAS CONVENTIONAL SEEDING. ALL LOW POINTS IN ROADS TO BE ADEQUATELY DRAINED IN ACCORDANCE WITH NPDES DEWATERING REQUIREMENTS PART IV. CONSTRUCTION ACTIVITY REQUIREMENTS. SECTION D. DEWATERING AND BASIN DRAINING. ·PERIMETER SILT FENCE OR OTHER CONTROLS TO BE INSTALLED 3-5 FEET FROM THE BACK OF THE CURB AND OUT OF THE PLOWED SNOW AREA. ·PERIMETER CONTROLS AROUND PERMANENT STORMWATER BASINS TO BE INSTALLED AND MAINTAINED ·INLET CONTROLS TO BE REMOVED ACCORDING TO LEGAL REQUIREMENTS WITH DOCUMENTATION WITHIN 72 HOURS FROM LEGAL AUTHORITY. ·IF WORK HAS OCCURRED NEAR OR IN STREAMS OR OTHER SURFACE WATERS, THE EXPOSED SOILS SHALL BE STABILIZED TO PROTECT AGAINST FLOODING AND SPRING RUNOFF TO THE 100-YR FLOOD ELEVATION. ·ALL TEMPORARY AND PERMANENT STORMWATER BASINS AND SEDIMENT BASINS SHOULD HAVE OUTLETS AND STABILIZED EMERGENCY OVERFLOWS INSTALLED AS PER THE GRADING AND/OR UTILITY PLAN AND AT THE APPROVAL OF THE OWNER. 20.NON-STORMWATER DEWATERING ·TESTING WATER NEEDS TO BE DECHLORINATED PRIOR TO DISCHARGE. ·HYDRANT FLUSHING: FLUSHING OF HYDRANTS WILL BE DISCHARGED THROUGH TEMPORARY PIPES AS NECESSARY, ONTO IMPERVIOUS SURFACES OR TO STABILIZED ARES WITH ENERGY DISSIPATION AT THE DISCHARGE POINT. THE DISCHARGE SHOULD BE COLLECTED BY THE STORM WATER BASINS AND STORM SEWER SYSTEM. ·POTABLE WATER DISCHARGE: ALL WATER LINES WILL BE FLUSHED USING HOSES AND DISCHARGED ONTO AN IMPERVIOUS SURFACE AND DIRECTED TO THE STORM SEWER INFRASTRUCTURE BY NON-EROSIVE MEANS. 21.INFILTRATION/FILTRATION AREAS ·FENCE OFF AREA PRIOR TO BEGINNING CONSTRUCTION. ·EXCAVATION AREA SHALL TAKE PLACE AFTER CONTRIBUTING AREAS ARE AT FINAL GRADE AND STABILIZED. ·DO NOT USE HEAVY/WHEELED EQUIPMENT IN FILTRATION AREA. ·DIVERSIONS, REDUNDANT SEDIMENT AND EROSION CONTROLS MUST BE USED TO PROTECT AREA. ·ENSURE 8 FT MAINTENANCE ACCESS IS ADEQUATE FOR AREA. ·IF GRADING MUST OCCUR IN FILTRATION AREA, LEAVE GRADE 3 FT HIGH TEMPORARILY UNTIL AREA CAN BE FINAL GRADED AND STABILIZED SWPPP AMENDMENTS THIS PLAN AND THE ATTACHMENTS MUST BE AMENDED WITHIN 7 DAYS TO REFLECT CURRENT SITE CONDITIONS IF ONE OR MORE OF THE FOLLOWING OCCUR: 1.DESIGN, OPERATION, OR MAINTENANCE OF BMPS IS CHANGED; 2.DESIGN OF THE CONSTRUCTION PROJECT IS CHANGED IN A WAY THAT COULD SIGNIFICANTLY AFFECT THE QUALITY OF THE STORMWATER DISCHARGES; 3.INSPECTIONS INDICATE ANY DEFICIENCIES IN THE SWPPP OR BMPS; 4.DEPARTMENT NOTIFIES THE PERMITTEE IN WRITING OF DEFICIENCIES IN THE SWPPP; 5.SWPPP IS DETERMINED TO BE INEFFECTIVE IN MINIMIZING OR CONTROLLING EROSION AND SEDIMENTATION (E.G., THERE IS VISUAL EVIDENCE OF EXCESSIVE SITE EROSION OR EXCESSIVE SEDIMENT DEPOSITS IN STREAMS OR LAKES); 6.DEPARTMENT DETERMINES VIOLATIONS OF WATER QUALITY STANDARDS MAY OCCUR OR HAVE OCCURRED; 7.WHEN THERE IS A CHANGE TO OR ADDITION OF A NEW CONTRACTOR OR SUBCONTRACTOR THAT WILL IMPLEMENT A PORTION OF THE SWPPP; 8.WHEN DISCHARGE TO A RECEIVING WATERBODY NOT ORIGINALLY IDENTIFIED ON THE NOI IS ANTICIPATED OR REALIZED; 9.IF CONTAMINATED SOILS, ENDANGERED SPECIES OR CULTURAL RESOURCES ARE DISCOVERED WHICH WERE NOT ORIGINALLY ANTICIPATED; 10.A CHANGE IN OWNERSHIP OR TRANSFER OF PERMIT. THE FOLLOWING TABLE SHOULD BE COMPLETED AS NECESSARY DURING CONSTRUCTION TO DOCUMENT CHANGES. PLACE THE AMENDMENT NUMBER NEXT TO ALL APPLICABLE CHANGES, REDLINES, AND INFORMATION IN THE DOCUMENT TO REFERENCE BACK TO THE CHANGES SUMMARIZED BELOW. AMENDMENT NO.DATE REASON, LOCATION, AND BRIEF DESCRIPTION OF CHANGE OR AMENDMENT REQUESTED BY PREPARED BY OWNER SWPPP CERTIFICATION AND SIGNATURE “I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL APPENDICES WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS.” SIGNATURE TITLE DATE PRINTED NAME CONTACT NUMBER COMPANY HH E MH MH CO ST S MH FO FO FO FO FO SA N SA N SA N SA N SA N SA N SA N GA S GA S GA S GA S GA S PU G PU G PU G PU G PU G PU G PU G PU G AL I C E ' S R O A D RIM ELEV. = 1047.31 INV SW, E 12" RCP ELEV. = 1044.31 INV N 15" RCP ELEV. = 1046.45 STO STO ST O STOSTOSTOSTOSTOSTOSTOSTO RIM ELEV. = 1045.52 INV W, E, S ELEV. = 1034.32 SANSANSANSANSANSAN N89°38'17"W 330.00 N0 0 ° 2 1 ' 4 3 " E 1 6 0 . 4 9 N89°38'17"W 330.00 N0 0 ° 2 1 ' 4 3 " E 1 6 0 . 4 9 P U B L I C R I G H T O F W A Y 10 4 5 10 4 5 10 5 0 10 4 4 10 4 4 10 4 6 10 4 7 10 4 8 10 4 9 105 1 105 2 10 5 3 10 5 3 105 1 10 5 2 10 5 3 10 5 3 10 5 4 10 5 4 105 0 10 4 6 10 4 7 10 4 8 10 4 9 105 1 10 5 1 10 4 5 10 4 5 1044 10 4 4 10 4 6 10 4 7 10 4 6 10 4 7 10 4 8 10 4 9 10 5 0 10 4 8 10 4 9 10 5 1 10 5 2 10 5 3 RIM ELEV. = 1044.51 INV W 12" RCP ELEV. = 1040.81 INV 9" PVC ELEV. = 1041.81 RIM ELEV. = 1044.53 INV 9" PVC ELEV. = 1041.83 RIM ELEV. = 1047.31 INV SW, E 12" RCP ELEV. = 1044.31 INV N 15" RCP ELEV. = 1046.45 RIM ELEV. = 1045.52 INV W, E, S ELEV. = 1034.32 WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T PROPOSED BUILDING 7,836 SF FFE=1052.00 TPUGPUGPUGPUG PUG PUG FO FO FO FO FO FO FO GAS GAS GAS GAS GAS 12" FES-100 9' L x 3' W EROSION STONE (MEDIAN DIA.=0.2') IE=1044.40 26 LF-12" RCP @ 0.56% CBMH-101 RE=1049.93 IE=1044.64 (E) IE=1044.54 (W) 85 LF-12" HDPE @ 0.50% CBMH-201 RE=1050.20 IE=1044.69 (E) IE=1043.66 (W) 8 LF-12" RCP @ 2.00% 12" FES-200 10' L x 3.75' W EROSION STONE (MEDIAN DIA.=0.3') IE=1043.50 108 LF-12" HDPE @ 0.50% CBMH-102 RE=1050.23 IE=1045.28 (E) IE=1045.18 (W) 13 6 L F - 1 2 " H D P E @ 0 . 5 0 % CBMH-104 RE=1050.21 IE=1046.65 (S) 110 LF-4" PVC @ 4.25% CONNECT TO EXISTING SAN SWR W/ WYE & RISER IE=1039.66 (E) IE=1035.79 (N,S) 13 LF-4" PVC @ 1.90% SANITARY SEWER STUB-34 IE=1046.00 (S) VERIFY WITH MEP 6" FIRE STUB 1" DOMESTIC STUB 6" TEE 6" W M 6" WM 6" WM 18 LF-12" HDPE @ 1.65% STMH-202 RE=1050.91 IE=1045.58 (N) IE=1044.98 (W) 9 LF-12" HDPE @ 1.20% WYE-203 RE=1050.91 IE=1046.62 (E) IE=1046.95 (S) IE=1046.62 (W) 70 LF-12" HDPE @ 1.20% WYE-205 RE=1051.66 IE=1047.46 (E) IE=1047.79 (S) IE=1047.46 (W) 70 LF-12" HDPE @ 1.20%CO-207 RE=1051.66 IE=1048.63 (S) IE=1048.30 (W) 6"x1.5" REDUCER DS CONNECTION-208 RE=1052.00 IE=1049.00 (N) DS CONNECTION-206 RE=1052.00 IE=1048.50 (N) DS CONNECTION-204 RE=1052.00 IE=1048.00 (N) 17 L F - 8 " P V C @ 2 . 1 4 % 18 L F - 8 " P V C @ 5 . 8 3 % 18 L F - 8 " P V C @ 4 . 0 4 % 25 LF-12" RCP @ 0.36% OCS-90 (SEE DETAIL) RE=1045.70 IE=1041.00 (W) IE=1042.90 (E) CORE DRILL CONNECT TO EXISTING CB IE=1040.91 7 LF-12" STM SWR @ 0.00% 1050.60 1051.19 CONNECT TO EXISTING 8" WM CBMH-103 RE=1049.92 IE=1045.81 (E) IE=1045.71 (W) 4 1 23 EX 12" PIPE WYE W/ RISER-31A IE=1041.00 (E) IE=1044.77 (N) IE=1040.90 (W) 29 LF-6" PVC @ 4.20% 6" P V C D R A I N T I L E @ 0 . 0 0 % 6" P V C D R A I N T I L E @ 0 . 0 0 % BIOFILTRATION BASIN POST CONSTRUCTION STORMWATER MANAGEMENT 6" W M 6" TEE PROPOSED HYDRANT W/ GATE VALVE STMH-103A RE=1048.94 IE=1045.96 (N) IE=1045.86 (W) 12 LF-12" HDPE @ 0.50% CO-93 IE=1041.00 CO-92 IE=1041.00 SANITARY SEWER STUB-59 IE=1046.00 (W) VERIFY WITH MEP 9 LF-4" PVC @ 2.00% 22 LF-12" HDPE @ 1.21%39 LF-12" HDPE @ 1.23% CBMH-202A RE=1050.19 IE=1045.95 (E) IE=1045.85 (S) CBMH-203A RE=1050.97 IE=1046.51 (E) IE=1046.42 (W) RAISE EX MH RIM TO PROPOSED GRADE RIM=1050.33 6" P V C D R A I N T I L E @ 0. 0 0 % VENT LINES 48 L F - 4 " P V C @ 2 . 2 0 % CO-30 RE=1051.34 IE=1045.83 (E) IE=1045.83 (S) IE=1042.90 GAS METER ELECTRIC METER CONNECTIONS FOR ELECTRIC, NATURAL GAS, & TELECOMMUNICATIONS TO BE COORDINATED WITH UTILITY SERVICE PROVIDERS. TRANSFORMER 320 GAL OIL INTERCEPTOR CO-31 RE=1051.62 IE=1045.76 (N) IE=1045.66 (W) SHEET NUMBER: DATE: LI C E N S E N O . I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y M E OR U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A DU L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E L A W S OF T H E S T A T E O F MI N N E S O T A VE R T I C A L S C A L E : HO R I Z O N T A L S C A L E : DR A W N : CH E C K E D : DE S I G N E D : IN I T I A L I S S U E : RE V I S I O N S : PR E P A R E D F O R : N: \ 0 0 7 1 9 9 0 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ 0 0 7 1 9 9 0 U T 0 1 . D W G 03/05/2026 BI G O T I R E S C500 WA U K E E I A BI G O T I R E S UT I L I T Y P L A N 03 / 0 5 / 2 0 2 6 ... 01 / 0 8 / 2 0 2 6 20 0 1 B E A C H S T . , S U I T E 4 0 0 FO R T W O R T H T X 7 6 1 0 3 WE S T W O O D CO N T R A C T O R S , I N C 17 3 0 3 DA V I D B A D E NOT FOR CONSTRUCTION © 2 0 2 5 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'20'40'60' 1" = 20' 01 / 0 8 / 2 0 2 6 01 / 2 0 / 2 0 2 6 2/ 1 8 / 2 0 2 6 3/ 5 / 2 0 2 6 . 1S T R E V I E W C I T Y C O M M E N T S 2N D R E V I E W C I T Y C O M M E N T S 3R D R E V I E W C I T Y C O M M E N T S 4T H R E V I E W C I T Y C O M M E N T S . 20 ' 4' o r 2' PROJECT NUMBER: 0071990.00 we s t w o o d p s . c o m We s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Ph o n e (9 5 2 ) 9 3 7 - 5 1 5 0 12 7 0 1 W h i t e w a t e r D r i v e , S u i t e # 3 0 0 Toll Free (8 8 8 ) 9 3 7 - 5 1 5 0 Mi n n e t o n k a M N , 5 5 3 4 3 SAN EXISTING PROPOSED SANITARY SEWER STO STORM SEWER WAT WATER MAIN EASEMENT LINE PROPERTY LINE WAT HYDRANT GATE VALVE 6" PVC DRAIN TILE FLARED END SECTION (WITH RIPRAP) LIGHT POLE GAS GASGAS PUG UNDERGROUND ELECTRICPUG TUG UNDERGROUND TELEPHONETOH POH OVERHEAD ELECTRICPOH TOH OVERHEAD TELEPHONETOH FO TELEPHONE FIBER OPTICFO CTV CABLE TELEVISIONCTV FM FM SANITARY SEWER FORCE MAIN CURB AND GUTTER UTILITY LEGEND 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2.ALL SANITARY SEWER, STORM SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER 2025 WAUKEE SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND 2026 SUDAS. 3.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER. 4.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS. 5.ALL PRIVATE LARGE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE 2025 WAUKEE SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND 2026 SUDAS. ALL SMALL / DRY UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES. 6.CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48-HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 7.WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT 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 CROSSINGS. INSULATE CROSSINGS WITH STORM SEWER. 10.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED. 11.DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AWWA C115 OR C151. COPPER WATER LINES SHALL BE TYPE K PER ASTM B88. PVC WATER LINES SHALL BE PER AWWA C900 AND INSTALLED PER AWWA C605 IF ALLOWED BY CITY. 12.ALL WATER LINES SHALL HAVE 5.5' MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 5.5' OF COVER. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF THICKNESS. 13.SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE AND NOT WITHIN 10' OF WATER LINE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATER THAN 15 FEET. SANITARY AND STORM SEWER PIPE WITHIN 10 FEET OF THE BUILDING AND UNDER FOOTINGS, AND WITHIN 10 FEET OF WATER LINE SHALL BE SCHEDULE 40 PER ASTM D2665. ALL PLASTIC SANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF A PRIMER WHICH IS OF A CONTRASTING COLOR TO THE PIPE AND CEMENT. 14.STORM SEWER PIPE: A.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. B.HDPE STORM PIPE SHALL MEET REQUIREMENTS OF AASHTO M252. HDPE STORM PIPE 12- TO 60-INCHES IN DIAMETER SHALL MEET REQUIREMENTS OF ASTM F2306. FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PER ASTM D2321. C.PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 AND INSTALLED PER ASTM D2321. 15.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE. 16.AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT RECORD OF UTILITY CONSTRUCTION. THE AS-BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST-CONSTRUCTION ELEVATIONS IS REQUIRED. GENERAL UTILITY NOTES S DT 1 CROSSING UPPER UTILITY BOTTOM OF PIPE LOWER UTILITY TOP OF PIPE 2 3 UTILITY CROSSINGS SANITARY ELEV = 1037.18 STORM ELEV = 1044.62 WATERMAIN ELEVATION BASED ON 5.5' DEPTH LOWER WATER MAIN TO MAINTAIN 18" SEPARATION ELEV=1043.21 4 SANITARY ELEV = 1034.3 STORM ELEV = 1044.61 SANITARY ELEV = 1037.43 WATER MAIN ELEV = 1041.19 WATER MAIN ELEV = 1043.21 STORM ELEV = 1044.71 101 STRUCTURE STORM SEWER CASTING SCHEDULE NUMBER TYPE SIZE CASTING TYPE 48" 102 103 104 201 202 90 SW-602SW-401 48" 48" 48" 48" 48" 48"OCS SEE DETAIL SW-502 202A 48" 203A SW-60348" SW-502 SW-502 SW-502 SW-502 SW-502 SW-502 SW-603 SW-603 SW-603 SW-603 SW-603 SW-603 SHEET NUMBER: DATE: LI C E N S E N O . I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y M E OR U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A DU L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E L A W S OF T H E S T A T E O F MI N N E S O T A VE R T I C A L S C A L E : HO R I Z O N T A L S C A L E : DR A W N : CH E C K E D : DE S I G N E D : IN I T I A L I S S U E : RE V I S I O N S : PR E P A R E D F O R : N: \ 0 0 7 1 9 9 0 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ 0 0 7 1 9 9 0 D T 0 1 . D W G 03/05/2026 BI G O T I R E S C600 WA U K E E I A BI G O T I R E S DE T A I L S 03 / 0 5 / 2 0 2 6 ... 01 / 0 8 / 2 0 2 6 20 0 1 B E A C H S T . , S U I T E 4 0 0 FO R T W O R T H T X 7 6 1 0 3 WE S T W O O D CO N T R A C T O R S , I N C 17 3 0 3 DA V I D B A D E NOT FOR CONSTRUCTION © 2 0 2 5 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 01 / 0 8 / 2 0 2 6 01 / 2 0 / 2 0 2 6 2/ 1 8 / 2 0 2 6 3/ 5 / 2 0 2 6 . 1S T R E V I E W C I T Y C O M M E N T S 2N D R E V I E W C I T Y C O M M E N T S 3R D R E V I E W C I T Y C O M M E N T S 4T H R E V I E W C I T Y C O M M E N T S . 20 ' 4' o r 2' PROJECT NUMBER: 0071990.00 we s t w o o d p s . c o m We s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Ph o n e (9 5 2 ) 9 3 7 - 5 1 5 0 12 7 0 1 W h i t e w a t e r D r i v e , S u i t e # 3 0 0 Toll Free (8 8 8 ) 9 3 7 - 5 1 5 0 Mi n n e t o n k a M N , 5 5 3 4 3 LAST REVISED: 01/09/20B6 STYLE CURB AND GUTTER SI01 NOTES: 1.EXPANSION JOINT SPACING IS 100' 2.MIN. 3" CL. 5 UNDER C.&G. 3.CURB SHALL BE PER MnDOT SPEC 2531 7" 8"X" Y" 6" 13 1 / 2 " Curb Type X Y B612 B618 B624 24" 18" 12"20" 26" 32" SLOPE 3/4" PER FT. 1 3 R-3 " R= 3 " R=1 / 2 " TIP OUT SLOPE 3/4" PER FT. MOUNTABLE CURB AND GUTTER SI02 NOTES: 1.EXPANSION JOINT SPACING IS 100' 2.MIN. 3" CL. 5 UNDER C.&G. 3.CURB SHALL BE PER MnDOT SPEC 2531 LAST REVISED: 08/15/17 7" 17 1/2"10 1/2" 28" 4" 6 1 / 2 " 3/ 4 " R= 6 8 " R= 2 8 " R= 1 2 " 2" PRIVATE CONCRETE SIDEWALK SI08 NOTES: 1.SEE ARCHITECTURAL PLANS FOR WALK SCORING AND JOINT LAYOUT. 2.WALK SHALL BE PER MnDOT SPEC 2521 MIX NO. 3A32 WITH A 28-DAY DESIGN STRENGTH OF 3900-PSI. LAST REVISED: 08/15/17 FINISH GRADE SEE PLAN 4" CONCRETE WALK WITH CONTRACTION JOINTS EVERY 5' AND EXPANSION JOINTS EVERY 100' OR AT 90° INTERSECTIONS 2% CROSS SLOPE 6" MIN. 4" MNDOT SPEC 3138 CLASS 5 AGGREGATE BASE NOTES: 1.TAPED AREAS TO BE CENTERED AND ALIGNED ON CENTER LINE AND LANE LINES. MAKE ADJUSTMENTS IN CENTER MEDIAN AREA. 2.ZEBRA CROSSWALKS SHALL BE WHITE POLYMER-PREFORMED TAPE OR AN ACCEPTABLE EQUIVALENT APPROVED BY THE ENGINEER. 3.A MINIMUM OF 1.5 FT. CLEAR DISTANCE MUST BE LEFT ADJACENT TO CURB. IF LAST STRIPED AREA FALLS INTO THIS DISTANCE, IT MUST BE OMITTED. 4.REMOVE ALL CONFLICTING PAVEMENT MARKINGS AS DIRECTED BY THE ENGINEER. 5.AT SKEWED CROSSWALKS, THE TAPED AREAS ARE TO REMAIN PARALLEL TO THE LANE LINES. 6.WHERE PAVEMENT MARKINGS CAN NOT BE INLAYED INTO THE HOT MAT, PAVEMENT SHALL BE GROOVED FOR THE INSTALLATION OF THE POLYMER-PREFORMED MARKINGS. SEE Mn/DOT STANDARD SPECIFICATION 2564. LAST REVISED: 08/15/17CROSS WALK STRIPING SI11 PAVEMENT MARKING (TYP.) DRIVING LANE (WIDTH VARIES) 6 FT 3 F T 3 F T DRIVING LANE (WIDTH VARIES) ROAD CL SI19 PAVEMENT SECTIONS SHOWN ARE FOR PLANNING PURPOSES ONLY. REFER TO GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTIONS. LAST REVISED: 08/15/17PAVEMENT SECTIONS 6" CONCRETE PAVEMENT 6" AGGREGATE BASE COURSE CONCRETE PAVEMENT BITUMINOUS PAVEMENT (HEAVY DUTY) BITUMINOUS PAVEMENT (STANDARD DUTY) 12" COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR) COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR) 1.5" BITUMINOUS WEARING COURSE 2" BITUNINOUS BASE COURSE 8" AGGREGATE BASE COURSE COMPACTED SAND SUBGRADE (100% STANDARD PROCTOR) 2" BITUMINOUS WEARING COURSE 2" BITUNINOUS BASE COURSE 8" AGGREGATE BASE COURSE 6" MAX. 8" A NOTES: 1.PROVIDE A RELATIVELY FLAT MINIMUM 4'x4' LANDING BEHIND THE PEDESTRIAN RAMP, 2% MAXIMUM CROSS SLOPE BOTH DIRECTIONS. 2.CURB RAMP AREA TO BE CONCRETE AND MEET LATEST ADA REQUIREMENTS. RAMP CROSS SLOPE 2% MAXIMUM. BACK-TO-BACK PEDESTRIAN RAMPS SHALL HAVE MINIMUM 48'' LANDING BETWEEN, OR PROVIDE AT-GRADE CROSSING. 3.SIDE FLARES TO BE CONCRETE AND IMPLEMENTED WHERE ADJACENT TO PAVED AREAS. FLARED SLOPE TO BE 10% MAXIMUM. EXISTING CURB RAMP ALTERATIONS, WITH NO LANDING, SHALL BE 8.33% MAXIMUM. PROVIDE 10% MAXIMUM SLOPE, UNLESS NOTED OTHERWISE. 4.ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE MAY NOT BE GREATER THAN 1/4 INCH. 5.RAMP AND FLARED SIDE SURFACE TO BE MEDIUM BROOM FINISH, PERPENDICULAR TO TRAVEL PATH. 6.WALK SHALL BE PER MnDOT SPEC 2521 MIX NO. 3A32 WITH A 28-DAY DESIGN STRENGTH OF 3900-PSI. A LAST REVISED: 08/15/17PRIVATE PEDESTRIAN CURB RAMP SI09 2 PLAN VIEW OF DIAGONAL RAMP PLAN VIEW OF PERPENDICULAR RAMP SECTION A-A ELEVATION OF RAMP 3 2 3 3 3 FACE OF CURB 5 BACK OF CURB 5 FACE OF CURB CURB FACE OR GUTTER 5% APPROACH SLOPE MAX 1/2" PREFORMED JOINT FILLER MATERIAL RAMP 8.33% MAX. SLOPE ROUND ALL SLOPED INTERSECTIONSSIDE FLARE 10% MAX. SLOPE CONCRETE WALK 8" 6' - 0 " MI N . 5' MIN. 4' MIN. OR PER PLAN 5' MIN. 6' - 0 " MI N . 5' MIN.5' MIN.4' MIN. OR PER PLAN RAMP 6'-0" MIN.LANDING 4' MIN. SIDE FLARE 5' MIN. RAMP 4' MIN. SIDE FLARE 5' MIN. A A1 1 4 PARALLEL RAMP SECTION A-A LAST REVISED: 08/15/17PRIVATE PARALLEL PEDESTRIAN CURB RAMP SI10 A A NOTES: 1.CURB RAMP AREA TO BE CONCRETE AND MEET LATEST ADA REQUIREMENTS. RAMP CROSS SLOPE 2% MAXIMUM. 2.RAMP SURFACE TO BE MEDIUM BROOM FINISH, PERPENDICULAR TO TRAVEL PATH. 3.ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE MAY NOT BE GREATER THAN 1/4 INCH. ISOMETRIC PLAN RAMP 8 . 3 3 % S L O P E MAX. O R P E R P L A N INTEGRAL CURB WITH ROUNDED EDGES TO HOLD ADJACENT GRADE, AS REQUIRED LANDING 2% MAX. CROSS SLOPE, BOTH DIRECTIONS PROVIDE A FLAT 4'x4' LANDING BEHIND THE PEDESTRIAN RAMP, 2% MAX. CROSS SLOPE FRONT FACE OF CURB CURB FACE OR GUTTER 5% APPROACH SLOPE MAX. 1/2" PREFORMED JOINT FILLER MATERIAL (TYP.) CONCRETE SURFACE INTEGRAL CURB TO HOLD ADJACENT GROUND, AS REQUIRED LANDING CONCRETE WALK ROUND ALL SLOPED INTERSECTIONS INTEGRAL CURB TO HOLD ADJACENT GROUND, AS REQUIRED SIDEWALK WIDTH 4' MIN . O R PER PL A N RAMP 6' TYP. 7' MAX. LANDING 4' MIN. RAMP 6' TYP. 7' MAX. 6" W I D T H , DE P T H A S NE E D E D RAMP 8 . 3 3 % S L O P E MAX. O R P E R P L A N ELEVATION 3 7' MAX . 7' MAX . PROVIDE A FLAT 4'x4' LANDING BEHIND THE PEDESTRIAN RAMP, 2% MAX. CROSS SLOPE 3'-0" 7'-0" 3'-0" SIGN INSTALLED IN LANDSCAPE AREA ACCESSIBLE STALL PARKING SIGN INSTALLED IN PARKING LOT NOTE: 1.SIGN TO BE 2-SIDED WHERE ACCESSIBLE PARKING STALLS FACE ONE ANOTHER. 2.PARKING GRADE IS DEFINED AS EITHER FLOW LINE OF CURB OR PAVEMENT SURFACE AT THE HEAD OF THE STALL. 12" LAST REVISED: 11/16/2023SIGN POST INSTALLATION SI14 CONCRETE CURB & GUTTER CAP REQUIRED 2" GALVANIZED STEEL PIPE, ROUND, SET IN CONCRETE MOWING EDGE PAVEMENT 6" STEEL CASING CONCRETE FOOTING 2'-0" MIN. 10" BOTTOM OF THE LOWEST SIGN TO BE MOUNTED 60"-66" FROM PARKING GRADE 2'-0" MIN. 3'-6" MIN. FROST DEPTH IF GREATER LAST REVISED: 11/15/23ACCESSIBLE SIGNAGE AND STRIPING SI15 HANDICAP SYMBOL HANDICAP SIGN NOTE: BOTTOM OF SIGNS TO BE MOUNTED 60"-66" FROM PARKING GRADE, SEE SIGN POST INSTALLATION DETAIL HANDICAP PARKING NOTE: STRIPING TO MATCH PARKING, UNLESS PER LOCAL CODE NOTE: SEE PLAN FOR PARKING LAYOUT PARKING VEHICLE ID REQUIRED UP TO $200 FINE FOR VIOLATION VAN ACCESSIBLE NO PARKING ACCESS AISLE HANDICAP PARKING SPACE WITH PAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY WITH CONTRASTING SQUARE BACKGROUND, CENTERED TOWARD DRIVE AISLE. HANDICAP PARKING SIGNS, 12"X18", OR PER LOCAL CODE HANDICAP SIGN CENTERED AT HEAD OF SPACE ON CENTER STRIPEPE R C I T Y CO D E HANDICAP VAN ACCESSIBLE PARKING SIGN, 12"X16", OR PER LOCAL CODE, AS APPLICABLE FACE OF CURB SIDEWALK HANDICAP SIGN CENTERED AT HEAD OF SPACE, 2' MIN. AND 8' MAX. FROM FACE OF CURB 2" - 0 " 2" - 0 " 10" DIAMETER CENTER SYMBOL IN PARKING STALL, ALL LINES TO BE 5" WIDE 2" - 0 " NO PARKING 4" WIDE PAINTED STRIPING AT 45 DEGREES AND AT 2' O.C. AT ACCESS AISLE 8' MIN. 8' MIN. 8' MIN. 5° 67.5° HANDICAP PARKING ACCESS AISLE WITH PAINTED 12" HIGH LETTERING OF "NO PARKING" CENTERED TOWARD DRIVE AISLE NO PARKING ACCESS AISLE SIGN CENTERED AT HEAD OF SPACE ON CENTER STRIPE LAST REVISED: 01/18/24BOLLARD SI18 NOTES: 1.6" DIAMETER STD. STL. PIPE CONCRETE FILLED. PROVIDE 1/4" WELDED CLOSURE PLATE AT BOTTOM. PAINT EXPOSED PIPE YELLOW, SECURITY BOLLARDS TO RECEIVE POLYETHYLENE COVER. 2.24" DIAMETER CONCRETE FOUNDATION. USE SONOTUBE FORM. 3.3/8" DIAMETER WELDED HOOPS. 18" DIAMETER TOP, BOTTOM AND CENTER. 4.SOLID UNDISTURBED SOIL. 5.PROVIDE PITCH, SMOOTH CONCRETE FINISH. 4' - 0 " 4' - 0 " 3" 1 5 5 TOP OF PAVEMENT 2 3 4 POCKE T NOTES: 1.ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS, (MEETING MnDOT SPEC. 3733 GEOTEXTILES) 2.FINISHED SIZE (INCLUDING POCKETS) SHALL EXTEND A MINIMUM OF 10" AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL. 3.DO NOT INSTALL PROTECTION IN INLETS SHALLOWER THAN 30". THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE BETWEEN THE INLET WALLS AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES, OF 3". WHERE NECESSARY THE CONTRACTOR SHALL CLINCH THE BAG (USING PLASTIC ZIP TIES) TO ACHIEVE THE 3" CLEARANCE. LAST REVISED: 08/15/17STORM DRAIN FILTER BAG INSERT GD10 FLA P 4" INLET SPECIFICATIONS TO MATCH THE PLAN DIMENSION LENGTH AND WIDTH 2 1 MINIMUM DOUBLE STITCHED SEAMS ALL AROUND SIDE PIECES AND ON FLAP POCKETS FRONT, BACK, AND BOTTOM TO BE MADE FROM SINGLE PIECE OF FABRIC 2"x4" HOLE SHALL BE HEAT CUT INTO ALL FOUR SIDE PANELS USE REBAR OR STEEL ROD FOR REMOVAL ( FOR INLETS WITH CAST CURB BOX, REPLACE ROD WITH WOOD 2" X 4") . EXTEND 10" BEYOND GRATE ON BOTH SIDES, SECURE TO GRATE WITH WIRE OR PLASTIC TIES 4 12" 12 " 12 " 2" SHEET NUMBER: DATE: LI C E N S E N O . I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y M E OR U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A DU L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E L A W S OF T H E S T A T E O F MI N N E S O T A VE R T I C A L S C A L E : HO R I Z O N T A L S C A L E : DR A W N : CH E C K E D : DE S I G N E D : IN I T I A L I S S U E : RE V I S I O N S : PR E P A R E D F O R : N: \ 0 0 7 1 9 9 0 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ 0 0 7 1 9 9 0 D T 0 1 . D W G 03/05/2026 BI G O T I R E S C601 WA U K E E I A BI G O T I R E S DE T A I L S 2 03 / 0 5 / 2 0 2 6 ... 01 / 0 8 / 2 0 2 6 20 0 1 B E A C H S T . , S U I T E 4 0 0 FO R T W O R T H T X 7 6 1 0 3 WE S T W O O D CO N T R A C T O R S , I N C 17 3 0 3 DA V I D B A D E NOT FOR CONSTRUCTION © 2 0 2 5 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 01 / 0 8 / 2 0 2 6 01 / 2 0 / 2 0 2 6 2/ 1 8 / 2 0 2 6 3/ 5 / 2 0 2 6 . 1S T R E V I E W C I T Y C O M M E N T S 2N D R E V I E W C I T Y C O M M E N T S 3R D R E V I E W C I T Y C O M M E N T S 4T H R E V I E W C I T Y C O M M E N T S . 20 ' 4' o r 2' PROJECT NUMBER: 0071990.00 we s t w o o d p s . c o m We s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Ph o n e (9 5 2 ) 9 3 7 - 5 1 5 0 12 7 0 1 W h i t e w a t e r D r i v e , S u i t e # 3 0 0 Toll Free (8 8 8 ) 9 3 7 - 5 1 5 0 Mi n n e t o n k a M N , 5 5 3 4 3 LAST REVISED: 01/25/23DOWNSPOUT CONNECTION ST19 NOTES: 1.FOR ALL DEPTHS OF COVER LESS THAN TWO (2) FEET, PIPE MUST BE SCHEDULE 40 PVC FOR DEPTHS OF COVER GREATER THAN TWO (2) FEET, FLEXIBLE PIPE MAY BE USED. REFER TO SPECIFICATIONS FOR ALLOWABLE PIPE TYPES. 2.A WATER-TIGHT CONNECTION SHALL BE MAINTAINED WITH ANY TRANSITION FROM SCHEDULE 40 PVC PIPE TO ANY OTHER PIPE TYPE. THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE DOWNSPOUTS ARE INSTALLED ON THE BUILDING. SITEWORK CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK TO, AND INCLUDING, THE RODENT SCREEN. BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONNECTION AT THE POINT OF THE RODENT SCREEN. 8" SCHEDULE 40 PVC 45° BEND (SCH. 40 PVC) 1% MIN. SLOPE STORM SEWER PIPE WATER-TIGHT CONNECTION WIRE SCREEN FOR RODENTS DOWNSPOUT 2 2 12" MAX. MIN. 2" AIR GAP 12 " , O R PE R P L A N NOTES: 1.NO CONSTRUCTION EQUIPMENT SHALL TRAVEL WITHIN THE FILTRATION BASIN AREA. USE EXCAVATOR WITH TOOTHED BUCKET FOR FILTRATION BASIN EXCAVATION TO AVOID COMPACTING OR SMEARING OF SOILS. 2.FINAL EXCAVATION OF THE FILTRATION BASIN AND INSTALLATION/INCORPORATION OF SOIL-MEDIA MIX MUST OCCUR IN DRY SOIL CONDITIONS TO PREVENT SMEARING AND COMPACTION. DO NOT WORK IN FILTRATION BASIN IF SOIL CONDITIONS ARE WET. 3.CARE MUST BE TAKEN TO AVOID CONTAMINATION OF SOIL MEDIA MIX WITH SEDIMENT, IN-SITU OR TOPSOIL DURING AND AFTER INSTALLATION. MATERIALS MUST BE SEGREGATED. 4.PRIOR TO PLACEMENT OF SOIL MEDIA MIX, USE FROST RIPPER TO DEEPLY LOOSEN SUB-SOILS TO A MINIMUM DEPTH OF 24”, BEFORE BACK-FILLING WITH SOIL MEDIA MIX. UPON PLACEMENT OF SOIL MEDIA MIX, INCORPORATE/RIP SOIL MEDIA MIX INTO THE LOOSENED UNDERLYING SOILS A MINIMUM DEPTH OF 6”. 5.USE EXCAVATOR BUCKET TO PLACE SOIL-AMENDMENT - DO NOT USE LOADER WITHIN THE BASIN TO EXCAVATE OR PLACE SOIL AMENDMENT. LEVELING AND FINAL GRADING WITHIN THE BIORETENTION BASINS MUST BE COMPLETED BY HAND. 6.IMMEDIATELY FOLLOWING BASIN CONSTRUCTION, THE BOTTOM AND SIDE SLOPES OF THE BASIN SHALL BE FULLY STABILIZED. TEMPORARY SILT FENCE SHALL BE INSTALLED AT THE TOP OF THE INFILTRATION BASIN SIDE-SLOPE AND AS REQUIRED AT THE BOTTOM OF THE SIDE-SLOPE OF THE INFILTRATION BASIN PERIMETER. EROSION CONTROL BLANKET ALONG SIDES AND BOTTOM. TEMPORARY EROSION CONTROL TO REMAIN UNTIL THE DRAINAGE AREA IS STABILIZED WITH FINAL IMPROVEMENTS. 7.RAIN GARDEN TO BE DRY WITHIN 48 HOUR PERIOD. 8.SEE LANDSCAPE PLAN FOR ADDITIONAL INFO ON MULCH AND PLANTINGS. FINISH GRADE FINISH GRADE 3:1 3:1 FINISH GRADE FINISH GRADE=1042.50 LAST REVISED: 01/04/24BIOFILTRATION BASIN GD37 N.T.S. DRAINTILE WITH POSITIVE DRAINAGE, CONNECT TO STORM SEWER OR DAYLIGHT L VARIES, SEE GRADING AND LANDSCAPE PLANS ANTI-WASH/GEOJUTE EROSION CONTROL FABRIC ON SIDESLOPES OF 3H:1V OR GREATER. ANCHOR FABRIC WITH SOD STAPLES AND PROVIDE 4" OVERLAP. TRENCH EDGES OF FABRIC TO PREVENT UNDERCUT. 12" DEPTH MODIFIED SOIL LAYER, UNCOMPACTED IN 6" LIFTS AND TILL 6" DEPTH INTO NATIVE SOILS. -75-90% WASHED CONCRETE SAND, 0-10% APPROVED ORGANIC MATERIAL, 0-25% SOIL WITH A SOIL TEXTURE THAT INCLUDES A-HORIZON CHARACTERISTICS AND MEETS SPECIFICATIONS. SLOPED SUBGRADE 6" PVC SLOTTED DRAINTILE, IE=1041.00 STONE AGGREGATE "BASE" LAYER PER ISWMM STONE AGGREGATE "CHOKER" LAYER PER ISWMM OVERFLOW STORM SEWER MANHOLE OR CATCH BASIN. SEE STORM SEWER PLAN DRAINTILE/OVERFLOW SECTION SECTION 3:1 3:1 12 " LAST REVISED: 03/24/2023 ST24 OUTLET CONTROL STRUCTURE #90 SECTION PLAN 12" INLET PIPE 12" OUTLET PIPE 8" ORIFICE IE = 1043.20 NOT TO SCALE 12" OUTLET PIPE 12" INLET PIPE 6" THICK CONCRETE WEIR WALL 48" 3" ORIFICE IE = 1041.00 IE = 1,042.90 IE = 1,041.00 WEIR WALL TOP = 1044.504' WIDE X 4.5' TALL WEIR WALL 6" DRAINTILE CONNECTION IE = 1041.00 BTM = 1040.00 SW-602 CASTING RIM = 1045.70 8" 8" STORM STRUCTURE PER SUDAS SW-401 6" D R A I N T I L E 6" TOP SLAB CONCRETE FILL SHEET NUMBER: DATE: LI C E N S E N O . I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y M E OR U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A DU L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E L A W S OF T H E S T A T E O F MI N N E S O T A VE R T I C A L S C A L E : HO R I Z O N T A L S C A L E : DR A W N : CH E C K E D : DE S I G N E D : IN I T I A L I S S U E : RE V I S I O N S : PR E P A R E D F O R : N: \ 0 0 7 1 9 9 0 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ 0 0 7 1 9 9 0 D T 0 1 . D W G 03/05/2026 BI G O T I R E S C602 WA U K E E I A BI G O T I R E S DE T A I L S 3 03 / 0 5 / 2 0 2 6 ... 01 / 0 8 / 2 0 2 6 20 0 1 B E A C H S T . , S U I T E 4 0 0 FO R T W O R T H T X 7 6 1 0 3 WE S T W O O D CO N T R A C T O R S , I N C 17 3 0 3 DA V I D B A D E NOT FOR CONSTRUCTION © 2 0 2 5 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 01 / 0 8 / 2 0 2 6 01 / 2 0 / 2 0 2 6 2/ 1 8 / 2 0 2 6 3/ 5 / 2 0 2 6 . 1S T R E V I E W C I T Y C O M M E N T S 2N D R E V I E W C I T Y C O M M E N T S 3R D R E V I E W C I T Y C O M M E N T S 4T H R E V I E W C I T Y C O M M E N T S . 20 ' 4' o r 2' PROJECT NUMBER: 0071990.00 we s t w o o d p s . c o m We s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Ph o n e (9 5 2 ) 9 3 7 - 5 1 5 0 12 7 0 1 W h i t e w a t e r D r i v e , S u i t e # 3 0 0 Toll Free (8 8 8 ) 9 3 7 - 5 1 5 0 Mi n n e t o n k a M N , 5 5 3 4 3 HH E MH MH CO ST S MH FO FO FO FO FO SA N SA N SA N SA N SA N SA N SA N GA S GA S GA S GA S GA S PU G PU G PU G PU G PU G PU G PU G PU G AL I C E ' S R O A D STO STO ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O ST O STOSTOSTOSTOSTOSTOSTOSTO SANSANSANSANSANSAN P U B L I C R I G H T O F W A Y WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T PUG PUG PUG PUG PUG PUG FO FO FO FO FO FO FO GAS GAS GAS GAS GAS 10 4 1 10 4 1 HWL HWL HW L HW L HW L HW L HW L HW L HW L HWLHWL HW L HW L HW L HW L HW L HW L HW L 1044 B B A AB A B A B A D A C C C C C C C C C C C C C C C C PROPOSED BUILDING 7,836 SF FFE=1052.00 T B A CODE QTY COMMON / BOTANICAL NAME SIZE SPACING MATURE SIZE CONIFEROUS TREES 10 BHS BLACK HILLS WHITE SPRUCE / PICEA GLAUCA 'DENSATA'6' HT. B&B AS SHOWN H 35'-45' W 20'-25' WHP WHITE PINE / PINUS STROBUS 6' HT. B&B AS SHOWN H 50'-80' W 25'-40' DECIDUOUS TREES 12 ASM APOLLO® SUGAR MAPLE / ACER SACCHARUM 'BARRETT COLE'2.5" CAL. B&B AS SHOWN H 25-30' W 10-12' DPB DAKOTA PINNACLE® BIRCH / BETULA PLATYPHYLLA 'FARGO'2.5" CAL. B&B AS SHOWN H 25-30' W 10-12' AGG AUTUMN GOLD GINKGO / GINKGO BILOBA 'AUTUMN GOLD'2.5" CAL. B&B AS SHOWN H 40'-50' W 25'-35' SKH SKYLINE® HONEY LOCUST / GLEDITSIA TRIACANTHOS INERMIS 'SKYCOLE'2.5" CAL. B&B AS SHOWN H 40'-50' W 30'-35' ORNAMENTAL TREES 7 ABS AUTUMN BRILLIANCE SERVICEBERRY / AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE'1.75" CAL. B&B AS SHOWN H 20'-25' W 15'-20' AMH AMERICAN HORNBEAM / CARPINUS CAROLINIANA 1.75" CAL. B&B AS SHOWN H 20'-25' W 15'-20' CONIFEROUS SHRUBS 10 ANJ ANDORRA JUNIPER / JUNIPERUS HORIZONTALIS 'ANDORRA'#5 CONT.4`-0" O.C.H 3-4` W 3-4` TAY TAUNTON'S YEW / TAXUS X MEDIA 'TAUNTONII'#5 CONT.4`-0" O.C.H 3-5` W 3-5` DECIDUOUS SHRUB 12 AFD ARCTIC FIRE® RED TWIG DOGWOOD / CORNUS SERICEA 'FARROW'#5 CONT.4`-0" O.C.H 3-5` W 3-5` DBH DWARF BUSH HONEYSUCKLE / DIERVILLA LONICERA #5 CONT.3`-0" O.C.H 3-4` W 3-4` PERENNIALS 31 RSD RUBY STELLA DAYLILY / HEMEROCALLIS X 'RUBY STELLA'#1 CONT.18" O.C.H 15-18" W 16-20" RLC RED LIGHTNING CORAL BELLS / HEUCHERA X 'RED LIGHTNING'#1 CONT.18" O.C.H 10-12" W 14-18" FPC FOREVER® PURPLE CORAL BELLS / HEUCHERA X 'TNHEUFP'#1 CONT.24" O.C.H 10-12" W 20-24" GRASSES 47 KFG KARL FOERSTER FEATHER REED GRASS / CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'#1 CONT.30" O.C.H 3-4` W 2-3` BLB BLAZE LITTLE BLUESTEM / SCHIZACHYRIUM SCOPARIUM 'BLAZE'#1 CONT.24" O.C.H 2-3` W 18-24" PDS PRAIRIE DROPSEED / SPOROBOLUS HETEROLEPIS #1 CONT.24" O.C.H 2-3` W 2-3` SHEET NUMBER: DATE: LI C E N S E N O . I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y M E OR U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A DU L Y L I C E N S E D L A N D S C A P E A R C H I T E C T U N D E R T H E L A W S OF T H E S T A T E O F MI N N E S O T A VE R T I C A L S C A L E : HO R I Z O N T A L S C A L E : DR A W N : CH E C K E D : DE S I G N E D : IN I T I A L I S S U E : RE V I S I O N S : PR E P A R E D F O R : N: \ 0 0 7 1 9 9 0 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ 0 0 7 1 9 9 0 P L 0 1 . D W G 03/05/2026 BI G O T I R E S L100 WA U K E E I A BI G O T I R E S LA N D S C A P E PL A N 03 / 0 5 / 2 0 2 6 ... 01 / 0 8 / 2 0 2 6 20 0 1 B E A C H S T . , S U I T E 4 0 0 FO R T W O R T H T X 7 6 1 0 3 WE S T W O O D CO N T R A C T O R S , I N C 44 0 1 8 JE F F W E S T E N D O R F NOT FOR CONSTRUCTION © 2 0 2 5 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'20'40'60' 1" = 20' 01 / 0 8 / 2 0 2 6 01 / 2 0 / 2 0 2 6 2/ 1 8 / 2 0 2 6 3/ 5 / 2 0 2 6 . 1S T R E V I E W C I T Y C O M M E N T S 2N D R E V I E W C I T Y C O M M E N T S 3R D R E V I E W C I T Y C O M M E N T S 4T H R E V I E W C I T Y C O M M E N T S . 20 ' 4' o r 2' PROJECT NUMBER: 0071990.00 we s t w o o d p s . c o m We s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Ph o n e (9 5 2 ) 9 3 7 - 5 1 5 0 12 7 0 1 W h i t e w a t e r D r i v e , S u i t e # 3 0 0 Toll Free (8 8 8 ) 9 3 7 - 5 1 5 0 Mi n n e t o n k a M N , 5 5 3 4 3 LANDSCAPING REQUIREMENTS: C1 ZONED: GENERAL: TREES: 1 TREE/ 1,000 SF OF REQUIRED OPEN SPACE SHRUBS: 1 SHRUB/ 1,000 SF OF REQUIRED OPEN SPACE PARKING LOT: 1 TREE/ PARKING LOT ISLAND BUFFER YARD: 30' BUFFER YARD (2 OVERSTORY TREES, 3 EVERGREEN TREES, & 2 ORNAMENTAL TREES PER 50' LF OF BUFFER YARD) REQUIRED LANDSCAPING: LOT SIZE:52,962 SF OPEN SPACE REQUIRED (20%):10,592.4 SF (52,962*.2=10,592.4) LINEAR FEET OF BUFFER YARD:160.5 LF TREES: ZONING 11 (10,592.4/1,000= 10.6= 11) PARKING LOT 5 (5 ISLANDS) BUFFER YARD:24 (160.5/50=3.2) OVERSTORY: 7 (3.2*2= 6.4= 7) CONIFEROUS:10 (3.2*3= 9.6= 10) ORNAMENTAL: 7 (3.2*2= 6.4= 7) TOTAL 40 TREES REQUIRED SHRUBS: ZONING 11 (10,592/1,000= 10.6= 11) PROVIDED LANDSCAPING: TREES: 40 (18 PROPOSED DECIDUOUS + 10 PROPOSED CONIFEROUS + 6 ORNAMENTAL + 6 EXISTING) SHRUBS:22 (12 DECIDUOUS + 10 CONIFEROUS) OPEN SPACE: 17,030 SF (32.2%) +++CITY REQUIREMENTS MET+++ LANDSCAPE SUMMARY LANDSCAPE LEGEND SHRUBSOVERSTORY DECIDUOUS TREE OVERSTORY CONIFEROUS TREE PERENNIALS EDGER A SHREDDED HARDWOOD MULCH (TYP.) B EDGER (TYP.) C SOD (TYP.) D ROCK MULCH (TYP.) ALANDSCAPE KEYNOTES ABBREVIATIONS: B&B = BALLED AND BURLAPPED CAL. = CALIPER HT. = HEIGHT O.C. = ON CENTER QTY .= QUANTITY CONT. = CONTAINER NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. PLANT SCHEDULE WETLAND SEED MIX ORNAMENTAL TREE EXISTING TREE SEEDING NOTES WETLAND SEED MIX SUDAS WETLAND GRASS SEED MIXTURE (OR A MIX COMPRISED OF SIMILAR VARIETIES OF GRASSES AND FORBES TO BE APPROVED BY LANDSCAPE ARCHITECT). SEED MIX AVAILABLE FROM TWIN CITIES SEED COMPANIES (twincityseed.com, 1.800.545.TURF) SEED MIX TO BE APPLIED AT A RATE OF 45 LBS/ACRE SEED MIX TO BE APPLIED DURING RECOMMENDED PLANTING SEASON, AND USING AN APPROVED METHOD, AS FOUND IN THE SUDAS SEEDING MANUAL. TEMPORARY NURSE CROP SEED MIX SUDAS TYPE 4 SEED MIXTURE (OR A MIX COMPRISED OF SIMILAR VARIETIES OF GRASSES TO BE APPROVED BY LANDSCAPE ARCHITECT). SEED MIX TO BE APPLIED AT THE RATES INDICATED IN SECTION 9010.2.02.D OF THE SUDAS STANDARD SPECIFICATIONS. SEE EROSION CONTROL PLAN FOR ANY MATTING/STABILIZATION ON THE SLOPE SIDES DURING SEED ESTABLISHMENT. SHEET NUMBER: DATE: LI C E N S E N O . I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y M E OR U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A DU L Y L I C E N S E D L A N D S C A P E A R C H I T E C T U N D E R T H E L A W S OF T H E S T A T E O F MI N N E S O T A VE R T I C A L S C A L E : HO R I Z O N T A L S C A L E : DR A W N : CH E C K E D : DE S I G N E D : IN I T I A L I S S U E : RE V I S I O N S : PR E P A R E D F O R : N: \ 0 0 7 1 9 9 0 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ 0 0 7 1 9 9 0 P L 0 1 . D W G 03/05/2026 BI G O T I R E S L101 WA U K E E I A BI G O T I R E S LA N D S C A P E NO T E S & DE T A I L S 03 / 0 5 / 2 0 2 6 ... 01 / 0 8 / 2 0 2 6 20 0 1 B E A C H S T . , S U I T E 4 0 0 FO R T W O R T H T X 7 6 1 0 3 WE S T W O O D CO N T R A C T O R S , I N C 44 0 1 8 JE F F W E S T E N D O R F NOT FOR CONSTRUCTION © 2 0 2 5 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'20'40'60' 1" = 20' 01 / 0 8 / 2 0 2 6 01 / 2 0 / 2 0 2 6 2/ 1 8 / 2 0 2 6 3/ 5 / 2 0 2 6 . 1S T R E V I E W C I T Y C O M M E N T S 2N D R E V I E W C I T Y C O M M E N T S 3R D R E V I E W C I T Y C O M M E N T S 4T H R E V I E W C I T Y C O M M E N T S . 20 ' 4' o r 2' PROJECT NUMBER: 0071990.00 we s t w o o d p s . c o m We s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Ph o n e (9 5 2 ) 9 3 7 - 5 1 5 0 12 7 0 1 W h i t e w a t e r D r i v e , S u i t e # 3 0 0 Toll Free (8 8 8 ) 9 3 7 - 5 1 5 0 Mi n n e t o n k a M N , 5 5 3 4 3 1.CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2.ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3.NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. 4.ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND/OR QUOTE BY THE LANDSCAPE CONTRACTOR. 5.CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. 6.ALL PLANTS TO BE SPECIMEN GRADE, IOWA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. 7.MINIMUM PLANT SIZES AT THE TIME OF INSTALLMENT: OVERSTORY TREES SHALL BE A MINIMUM HEIGHT OF 8 FT EVERGREEN TREES SHALL BE A MINIMUM HEIGHT OF 6 FT ORNAMENTAL TREES SHALL BE A MINIMUM HEIGHT OF 6 FT 8.PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2014 OR MOST CURRENT VERSION) REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. 8. PLANTS TO BE INSTALLED AS PER IALA & ANSI STANDARD PLANTING PRACTICES. 9.PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL-IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10.PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR/ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR/ROOT FLAIR. WHEN THE BALLED & BURLAP TREE IS PLANTED, THE ROOT COLLAR/ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 13.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 15.THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16.BACKFILL SOIL AND TOPSOIL TO ADHERE TO IA/DOT STANDARD SPECIFICATION FOR SELECT TOPSOIL BORROW AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE WEEDS UNLESS SPECIFIED OTHERWISE. MINIMUM 6" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 17.MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" DEPTH OF SHREDDED HARDWOOD MULCH. SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF DELETERIOUS MATERIAL AND NATURAL COLORED, OR APPROVED EQUAL. ROCK MULCH TO BE BUFF LIMESTONE, 1 1/2" TO 3" DIAMETER, AT MINIMUM 3" DEPTH, OR APPROVED EQUAL. ROCK MULCH TO BE ON COMMERCIAL GRADE FILTER FABRIC, BY TYPAR, OR APPROVED EQUAL WITH NO EXPOSURE. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 18.EDGING TO BE COMMERCIAL GRADE VALLEY-VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V-SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE, SHRUB, OR RAIN-GARDEN BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 19.ALL DISTURBED AREAS TO BE SODDED, INCLUDING RIGHT OF WAY, UNLESS OTHERWISE NOTED. PARKING LOT ISLANDS TO BE SODDED WITH SHREDDED HARDWOOD MULCH AROUND ALL TREES AND SHRUBS. SOD TO BE STANDARD IOWA GROWN AND HARDY BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEED AS SPECIFIED AND PER SUDAS SPECIFICATIONS. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. 20.PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN/BUILD BY LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS-BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE-YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. 21.CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 22.REPAIR, REPLACE, OR PROVIDE SOD/SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 23.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. PLANTING NOTES LAST REVISED: 10/23/18SHRUB & PERENNIAL CONTAINER PLANTING LA27-C N.T.S. 2X CONT. DIAMETER SET CONTAINER ROOT SOIL ON UNDISTURBED SUBSOIL OR MILD COMPACTED SOIL FOR DEPTH TO MATCH FINISH GRADE SCARIFY SIDES AND BOTTOM OF HOLE. DEPTH PER CONTAINER SOIL DEPTH BACKFILL PLANT PIT WITH SPECIFIED PLANTING SOIL OR AS APPROVED EDGING AT PLANTING BEDS, AS SPECIFIED, ADJACENT TO LAWN AREAS MULCH AS SPECIFIED (AND FILTER FABRIC, AS INDICATED) REMOVE CONTAINER, SCARIFY SIDES, AND SET SOIL MASS ON COMPACTED SOIL BASE MOUND, MATCHING SHRUBS NATURAL GROUNDLINE WITH FINISHED GRADE LAST REVISED: 10/19/18DECIDUOUS TREE PLANTING LA28 N.T.S. SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE GRADE. REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIMUM BALL SIZE. ROOT FLARE TO BE PLANTED AT OR NEAR FINISHED GROUNDLINE. SCARIFY SIDES AND BOTTOM OF HOLE. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. FORM 3" DEEP WATERING BASIN. PLACE MULCH, DEPTH AS SPECIFIED, OVER PLANT PITS - DO NOT PILE AGAINST TRUNK. TREE WRAP MATERIAL FROM GROUNDLINE UPWARD TO FIRST BRANCHES, AS REQUIRED. PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING, AS REQUIRED, FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING POSTS TO BE 2"X2" STAINED WOOD OR PAINTED STEEL DELINEATOR POSTS. PLACE 3 POSTS EQUIDISTANT AROUND AND OUTSIDE ROOT BALL. SECURE TREE TO POSTS WITH 16" LONG POLYPROPYLENE OR POLYETHYLENE, 40 MIL., 1.5" WIDE STRAP. 2X BALL DIAMETER SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE WITH FINISHED SITE GRADE. REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIMUM BALL SIZE. ROOT FLARE TO BE PLANTED AT OR NEAR FINISHED GROUNDLINE. SCARIFY SIDES AND BOTTOM OF HOLE. BACKFILL PLANT PIT WITH SPECIFIED BACKFILL SOIL. FORM 3" DEEP WATERING BASIN. PLACE MULCH, DEPTH AS SPECIFIED, OVER PLANT PITS - DO NOT PILE AGAINST TRUNK. PRUNE OUT MISDIRECTED BRANCHES. PROVIDE ONE CENTRAL LEADER. GUYING AND STAKING, AS REQUIRED, FOR ONE (1) YEAR ON ALL DECIDUOUS AND CONIFEROUS TREES: TOP STAKES 5' ABOVE GROUND (MAX.) OR TO FIRST BRANCH. BOTTOM OF STAKE 3' (MIN.) BELOW GROUND. STAKING POSTS TO BE 2"X2" STAINED WOOD OR PAINTED STEEL DELINEATOR POSTS. PLACE 3 POSTS EQUIDISTANT AROUND AND OUTSIDE ROOT BALL. SECURE TREE TO POSTS WITH 16" LONG POLYPROPYLENE OR POLYETHYLENE, 40 MIL., 1.5" WIDE STRAP. 2XBALL DIAMETER LAST REVISED: 10/19/18EVERGREEN TREE PLANTING LA29 N.T.S. HH MH MH CO S MH FO FO FO FO FO GA S GA S GA S GA S GA S PU G PU G PU G PU G PU G PU G PU G PU G AL I C E ' S R O A D STO ST O STOSTOSTOSTOSTOSTO N89°38'17"W 330.00 N0 0 ° 2 1 ' 4 3 " E 1 6 0 . 4 9 N89°38'17"W 330.00 N0 0 ° 2 1 ' 4 3 " E 1 6 0 . 4 9 P U B L I C R I G H T O F W A Y WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T WA T PROPOSED BUILDING 7,836 SF FFE=1052.00 T 0.9 1.0 1.3 1.5 1.4 1.1 1.0 1.0 1.0 1.5 1.5 1.4 1.1 1.0 1.1 1.1 1.3 1.6 1.2 0.9 0.7 1.0 1.2 1.4 1.6 1.5 1.3 1.2 1.3 1.3 1.5 1.6 1.5 1.3 1.2 1.2 1.3 1.5 1.7 1.4 1.1 0.9 1.0 1.2 1.3 1.5 1.7 1.7 1.8 1.7 1.7 1.7 1.6 1.7 1.7 1.6 1.5 1.6 1.6 1.7 1.8 1.9 1.9 1.6 1.3 1.0 1.2 1.3 1.5 1.7 2.0 2.3 2.4 2.5 2.5 2.2 2.0 1.9 1.8 1.8 1.9 2.0 2.1 2.2 2.1 2.4 2.3 1.9 1.5 1.1 1.3 1.4 1.5 1.6 2.2 2.9 3.5 3.6 3.4 2.9 2.4 1.9 1.7 1.9 2.2 2.5 2.8 2.8 2.6 3.1 2.7 2.1 1.6 1.2 1.5 1.5 1.4 1.3 1.8 3.0 4.0 3.9 3.4 3.1 2.3 1.6 1.3 1.5 2.1 2.7 2.7 2.7 2.5 3.7 2.9 2.2 1.7 1.3 1.4 1.5 1.6 1.6 1.4 2.7 2.6 2.2 1.8 1.4 1.3 1.4 1.6 1.8 1.9 2.3 2.6 2.3 1.8 1.5 1.0 1.2 1.5 1.8 2.2 2.3 2.5 2.1 1.6 1.4 0.8 1.0 1.2 1.6 2.0 2.5 2.3 1.8 1.4 1.0 1.0 1.3 1.4 0.1 0.3 0.7 1.3 1.7 1.2 0.6 0.2 0.1 0.0 0.0 0.0 1.9 1.9 1.4 1.1 0.8 0.8 0.9 0.8 0.4 0.5 0.7 1.1 1.2 1.1 0.7 0.3 0.1 0.1 0.0 0.2 1.1 1.3 1.1 0.8 0.6 0.5 0.6 0.5 0.4 0.4 0.6 0.6 0.6 0.6 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.6 0.9 0.8 0.7 0.5 0.3 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.5 0.5 0.5 0.4 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.3 0.4 0.5 0.5 0.4 0.3 0.2 0.2 0.3 0.3 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.4 0.6 0.5 0.3 0.3 0.2 0.1 0.1 0.0 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.00.00.10.20.40.40.40.40.30.10.10.00.00.00.00.10.10.10.20.20.20.20.20.20.30.30.30.30.20.10.10.00.00.0 LA1 PROPERTY LINE CALCULATION PARKING LOT CALCULATION LA1 LA1 LA2 LA2 LB, TYPICAL SHEET NUMBER: DATE: LI C E N S E N O . I H E R E B Y C E R T I F Y T H A T T H I S P L A N W A S P R E P A R E D B Y M E OR U N D E R M Y D I R E C T S U P E R V I S I O N A N D T H A T I A M A DU L Y L I C E N S E D P R O F E S S I O N A L E N G I N E E R U N D E R T H E L A W S OF T H E S T A T E O F MI N N E S O T A VE R T I C A L S C A L E : HO R I Z O N T A L S C A L E : DR A W N : CH E C K E D : DE S I G N E D : IN I T I A L I S S U E : RE V I S I O N S : PR E P A R E D F O R : N: \ 0 0 7 1 9 9 0 . 0 0 \ 0 6 C A D \ D W G \ S I T E D E S I G N \ S H E E T S \ 0 0 7 1 9 9 0 L L 0 1 . D W G 03/05/2026 BI G O T I R E S PH100 WA U K E E I A BI G O T I R E S PH O T O M E T R I C PL A N 03 / 0 5 / 2 0 2 6 ... 01 / 0 8 / 2 0 2 6 20 0 1 B E A C H S T . , S U I T E 4 0 0 FO R T W O R T H T X 7 6 1 0 3 WE S T W O O D CO N T R A C T O R S , I N C 17 3 0 3 DA V I D B A D E NOT FOR CONSTRUCTION © 2 0 2 5 W e s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Common Ground Alliance Call 48 Hours before digging: 811 or call811.com 0'20'40'60' 1" = 20' 01 / 0 8 / 2 0 2 6 01 / 2 0 / 2 0 2 6 2/ 1 8 / 2 0 2 6 3/ 5 / 2 0 2 6 . 1S T R E V I E W C I T Y C O M M E N T S 2N D R E V I E W C I T Y C O M M E N T S 3R D R E V I E W C I T Y C O M M E N T S 4T H R E V I E W C I T Y C O M M E N T S . 20 ' 4' o r 2' PROJECT NUMBER: 0071990.00 we s t w o o d p s . c o m We s t w o o d P r o f e s s i o n a l S e r v i c e s , I n c . Ph o n e (9 5 2 ) 9 3 7 - 5 1 5 0 12 7 0 1 W h i t e w a t e r D r i v e , S u i t e # 3 0 0 Toll Free (8 8 8 ) 9 3 7 - 5 1 5 0 Mi n n e t o n k a M N , 5 5 3 4 3 PROPERTY LINE SETBACK LINE EASEMENT LINE CURB AND GUTTER LOT LINE POND NORMAL WATER LEVEL RETAINING WALL CONCRETE PAVEMENT NUMBER OF PARKING STALLS TRANSFORMER SITE LIGHTING EXISTING PROPOSED FENCEXX HEAVY DUTY BITUMINOUS PAVEMENT NORMAL DUTY BITUMINOUS PAVEMENT TRAFFIC SIGN POWER POLE BOLLARD / POST CONCRETE SIDEWALK TIP-OUT CURB AND GUTTER PHOTOMETRIC LEGEND 5 T LUMINAIRE SCHEDULE TAG MANUFACTURER PART NUMBER MOUNTING HEIGHT WATTAGE LUMENS LIGHT LOSS FACTOR QUANTITY LA1 LITHONIA DSX1 LED P1 40K 70CRI T4M 25'51W 7,395 0.9 3 LA2 LITHONIA DSX1 LED P1 40K 70CRI T3M 25'51W 7,287 0.9 2 LB LITHONIA WPX1 LED P2 40K 20'24W 2,912 0.9 9 CALCULATION SUMMARY AREA AVG (FC)MAX (FC)MIN (FC) PARKING LOT 1.37 4.0 0.0 PROPERTY LINE 0.19 0.6 0.0 POLE MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE 100'-0" T/O SLAB 100'-0" T/O SLAB 112'-0" T/O GLAZING 112'-8" T/O SOLDIER COURSE 119'-6"± T/O ROOF 125'-4" T/O MASONRY 104'-0" T/O CULTURED STONE 120'-8" T/O MASONRY 121'-4" 100'-0" T/O SLAB 120'-8" T/O MASONRY 100'-0" T/O SLAB 118'-6"± T/O ROOF 100'-0" T/O SLAB 120'-8" T/O MASONRY 100'-0" T/O SLAB 112'-0" T/O GLAZING 125'-4" T/O MASONRY 119'-6" ± T/O ROOF118'-6" ± T/O ROOF 100'-0" T/O SLAB 120'-8" T/O MASONRY 100'-0" T/O SLAB 118'-6" ± T/O ROOF 119'-6" ± T/O ROOF 112'-8" PAINT TRANSITION 112'-8" PAINT TRANSITION 112'-8" PAINT TRANSITION 9 EF-38 16 12 D1 A-301 C1 A-301 A1 A-301 B1 A-301 10EF-6 4 EF-6 1 EF-2 7 EF-7 3 EF-7EF-314 7EF-7 5EF-2 6EF-2 4 EF-6 11 16 5EF-6 15 A1 A-301 19 EF-314 20 22 16 17 EF-318 191EF-6 1 EF-24EF-6 18 17EF-317EF-3 18 19 1 EF-6 23 EF-6 A1 A-302 D1 A-301 10 EF-6 7 EF-7 5 EF-2 6 EF-2 4EF-6 11 5 EF-6 12 12 15 4 EF-6 1 EF-6 EF-314 EF-314 23 EF-6 1 EF-2 16 EF-3 EF-3 EF-3 EF-3 EF-3 13 13 2 EF-6 1 EF-6 EF-4 EF-4 24 164EF-6 1 EF-6 1 EF-2 23 EF-6 24 24 2424 25 EF-7 EF-7 2126 26 26 7 EF-737EF-73 7 EF-73 TOTAL AUTO CARE PLAN VIEW DETAIL CHECK SET 2026-02-20 SEAL: 80 5 S E A L I C E ' S R O A D WA U K E E , I A 5 0 2 6 3 DA L L A S C O U N T Y NOT F O R CON S T R U C T I O N TITLE: SHEET NUMBER: REVISION:DATE: CHECKED BY: ISSUE: DRAWN BY: PROJECT NO.: DATE: PROJECT INFORMATION CLIENT CONSULTANT CO P Y R I G H T W I L K U S A R C H I T E C T c contractors, inc. WESTWOOD 2025-0397 LCW/CML FFG A-201 EXTERIOR ELEVATIONS EXTERIOR ELEVATION - EAST SCALE: 1/8" = 1'-0"A1 EXTERIOR ELEVATION - WEST SCALE: 1/8" = 1'-0"B1 EXTERIOR ELEVATION - NORTH SCALE: 1/8" = 1'-0"A2 EXTERIOR ELEVATION - SOUTH SCALE: 1/8" = 1'-0"A3 EXTERIOR FINISHES KEYED NOTES 9 EF-4 KEY NOTE FINISH MATERIAL NOTES : 1.SIGNAGE SHOWN FOR REFERENCE ONLY. 2.COLOR SPECIFIED IS SHERWIN WILLIAMS (SW) 3.FINAL COLOR SELECTIONS TO BE APPROVED BY OWNER PRIOR TO ORDERING KEY EF - 4 EF - 3 EF - 2 EF - 6 MATERIAL COLOR TO MATCH SW 7064 'PASSIVE GRAY' SW 7674 'PEPPERCORN" SW CUSTOM 'BIG-O-TIRE RED' EL DORADO - STACKED STONE - SILVER LININGTHIN STONE VENEER EIFS DOORS/ METAL TRIM ACRYLIC SIGN 1.THIN BRICK VENEER. 2.SOLDIER COURSE BRICK. 3.MANUF STONE LEDGE. 4.METAL FASCIA, PREFINISHED TO MATCH COLOR SHOWN. 5.EIFS FACADE, PAINT. 6.EIFS ACCENT BAND, PAINT. 7.MANUF THIN STONE VENEER. 8.OVERHEAD DOOR, PRE-FINISHED. 9.SAFETY CHAIN BY OWNER. 10.METAL CANOPY, PRE-FINISHED TO MATCH COLOR SHOWN. 11.PROPOSED SIGN LOCATION. SHOWN FOR REFERENCE ONLY. SIGN VENDOR TO INSTALL UNDER SEPARATE PERMIT. 12.ANODIZED ALUM STOREFRONT W/ SAFETY GLAZING. 13.APPROX RTU LOCATION; SCREENED BY ADJACENT PARAPET. 14.HM DOOR AND FRAME, PAINT. 15.3/4" EIFS REVEAL. REFER TO DETAIL E5/ A-502 16.EXTERIOR WALL MOUNTED LIGHTING. 17.PRIMARY SCUPPER & D.S., PRE-FINISHED. 18. OVERFLOW SCUPPER, PRE-FINISHED. 19. CAST IRON DOWNSPOUT BOOT W/ ABOVE GROUND DISCHARGE. (JR HOE & SONS A-SERIES OR EQ) 20. INCOMING ELECTRIC CABINET AND METER LOCATION. COORDINATE W/ ELEC. PAINT TO MATCH ADJACENT WHERE ALLOWED BY AHJ. 21. INCOMING GAS SERVICE AND METER LOCATION. COORDINATE W/ PLMB. PAINT TO MATCH ADJACENT WHERE ALLOWED BY AHJ. 22. OVER-THE-PARAPET ROOF ACCESS LADDER W/ SECURED DOOR. 23. STEEL ROOF STRUCTURE. SEE STRUCTURAL. PAINT. 24.SMOOTH FACE CMU, TO MATCH ADJACENT STONE/BRICK. 25.FIRE DEPARTMENT CONNECTION 26.HOSE BIB LOCATIONS EF - 7 TO MATCH SW 6258 'TRICORN BLACK' THIN BRICK VENEER / CANOPY/ EF - 3 SW 7674EF - 2 SW 7064 EF - 6 SW 6258 METAL CAP/ STEEL ROOF GENERAL NOTES: - GENERAL CONTRACTOR TO PROVIDE SHOP DRAWING OF CMU WALL SHOWING CONTROL JOINT LOCATIONS PRIOR TO ANY FABRICATION. - THIN BRICK VENEER CONTROL JOINT LOCATIONS ARE TO ALIGN WITH CMU CONTROL JOINTS. - ALL SIGNAGE WILL BE REVIEWED AND APPROVED WITH A SEPARATE SIGN PERMIT APPLICATION. SOUTH FACADE MATERIAL PERCENTAGES TOTAL FACADE - 3,673 SF PRIMARY FINISH - 3,375 SF - 92%SECONDARY FINISH - 298 SF - 8% - THIN BRICK VENEER - EIFS - THIN STONE VENEER - METAL DOORS - GLAZING - METAL GARAGE DOORS - METAL CANOPY - METAL CAP FLASHING NORTH FACADE MATERIAL PERCENTAGES TOTAL FACADE - 3,401 SF PRIMARY FINISH - 3,376 SF - 99%SECONDARY FINISH - 25 SF - 1% - THIN BRICK VENEER - METAL DOORS - THIN STONE VENEER - METAL CANOPY - METAL CAP FLASHING WEST FACADE MATERIAL PERCENTAGES EAST FACADE MATERIAL PERCENTAGES TOTAL FACADE - 1,240 SF PRIMARY FINISH - 967 SF - 78%SECONDARY FINISH - 273 SF - 22% - THIN BRICK VENEER - EIFS - THIN STONE VENEER - GLAZING - METAL CANOPY - METAL CAP FLASHING TOTAL FACADE - 1,099 SF PRIMARY FINISH - 1,074 SF - 98%SECONDARY FINISH - 25 SF - 2% - THIN BRICK VENEER - METAL DOORS - METAL CAP FLASHING 12 ' - 1 1 1 / 4 " DUMPSTER 12'-0" CLEAR 3'-0" 8" CMU PROVIDE 6"Ø X 4'0" HIGH PIPE BOLLARD PROTECTION AT REAR OF DUMPSTER CAVITY PAINT 'PT-6' (SAFETY YELLOW) THIN BRICK VENEER TO MATCH SW 6258 "TRICORN BLACK" FRONT ELEVATION REAR ELEVATION LEFT ELEVATION RIGHT ELEVATION GALV MTL GATE PAINT EF-6 (BLACK) NOTE: CONTRACTOR TO INSTALL NO TRESPASSING SIGN ON DUMPSTER/ TIRE ENCLOSURE 24" L X 3/4"Ø CANE BOLT TYP @ EA GATE PANEL DIAG. BRACING @ EACH PANEL PROVIDE 8"Ø CONC. FILLED PIPE BOLLARD PROTECTION PAINT TO MATCH MAIN BLDG 'EF-6' (BLACK) 18 GA CORRUGATED GALV MTL GATE PANEL, PAINTED. PROVIDE 180° HINGES PAINT TO MATCH MAIN BLDG 'EF-6' (BLACK) 8"Ø PIPE BOLLARD PAINT EF-6 (BLACK) 18" L X 3/4"Ø CANE BOLT PAD LOCK AND HASP 6' - 0 " METAL FASCIA, PRE-FINISHED TO MATCH ADJ. BRICK VENEER A1 AS102 SIM A1 AS102 TYP 6'-0"3'-0"8"8" 13'-7 1/4" 8" 5'-9 1/2" V.I.F.5'-9 1/2" V.I.F. 8 1 / 2 " POLISHED CONCRETE FINISH ON DUMPSTER FLOOR TO MATCH SHOP FINISH. VERIFY WITH OWNER HOLES DRILLED INTO CONCRETE CANE BOLT RECEIVERS - VERIFY SIZE, AND LOCATION PRIOR TO DRILLING CANE BOLT RECEIVER IN CONCRETE HOLE DRILL HOLES AS NEEDED AT BOTTOM OF GATE DOOR FRAME TO ALLOW DRAINAGE THIN BRICK VENEER TO MATCH SW 6258 "TRICORN BLACK" SMOOTH FACE CMU PAINT EF-6 (BLACK) 1" 3"MI N . 18"Ø CONC FTG 9"9" STANDARD PIPE FILLED WITH CONCRETE, PRIMED AND PAINTED, SEE PLAN FOR PIPE DIAMETER 3' - 0 " M I N . 4' - 0 " METAL ROOF DECKING 3 4" J BOLT WELDED TO GATE 4"X4"X1 4" STEEL ANGLE FRAME. 1"X6" STEEL KNUCKLE 8" DIA. GALVANIZED POST, FILL WITH CONCRETE. 6" 2" 2" 2"x6"x1 4" PLATE WELDED TO STEEL KNUCKLE AND GALVANIZED POST 8" CMU (3) HEAVY DUTY 180 DEGREE HINGES SCRATCH COAT THIN BRICK VENEER CHECK SET 2026-02-20 SEAL: SE C S E A L I C E ' S R D & SE F R O N T I E R A V E WA U K E E , I A 5 0 2 6 3 DA L L A S C O U N T Y NOT F O R CON S T R U C T I O N TITLE: SHEET NUMBER: REVISION:DATE: CHECKED BY: ISSUE: DRAWN BY: PROJECT NO.: DATE: PROJECT INFORMATION CLIENT CONSULTANT CO P Y R I G H T W I L K U S A R C H I T E C T c contractors, inc. WESTWOOD 2025-0397 LCW/CML FFG AS102 DUMPSTER ENCLOSURE NOTES 1.FIELD COORDINATE DUMPSTER ENCLOSURE LOCATION PER CIVIL PLANS. 2.REFER TO EXTERIOR ELEVATIONS SHEET A-201 FOR MAIN BUILDING EXTERIOR. A1SCALE: 1 1/2" = 1'-0" GATE HINGE DETAILB1SCALE: 1" = 1'-0" BOLLARD DETAIL A2SCALE: 1/4" = 1'-0" DUMPSTER ENCLOSURE ELEVATIONS B3SCALE: 1/4" = 1'-0" DUMPSTER ENCLOSURE PLAN EF - 6 SW 6258