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HomeMy WebLinkAbout2026-06-15 I09 Les Schwab Tire Center_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: June 15, 2026 AGENDA ITEM: Consideration of approval of resolution approving a site plan for Les Schwab Tire Center (3405 Grand Prairie Parkway) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a site plan for a commercial building. The owner is Grand Prairie Partners, LLC and the applicant is Les Schwab Tire Centers. The property is located east of Grand Prairie Parkway and north of Interstate 80, containing 2.31-acres. The property is zoned K-RR, Kettlestone Retail Regional District. The project includes the construction of a single-story building that is just under 10,000 square feet in area and approximately 27-feet in height. A trash enclosure is proposed at the south side of the site. A monument sign is shown at the west side of the site. Two access points will be provided into the site from the private drive along the north. A pedestrian connection will be provided into the site from the private sidewalk along the north. A total of 26 parking spaces are required, they are providing 28 spaces, including 2 accessible stalls. The site will be serviced with both public and private utilities. Storm water detention is provide with a basin located along the east side of the site. A minimum of 20% of the site is required to be open space, they are providing 45%. They are providing the required amount of plantings. The building elevations are proposed to be constructed mostly of precast concrete, stone tile, metal, and glazing. Overhead doors are included on the elevation fronting Grand Prairie Parkway. The doors will be transparent glass to give the appearance of a storefront. The trash enclosure will be constructed of steel to match the metal proposed on 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 June 9, 2026, and recommended approval: Approval of a Site Plan for Les Schwab Tire Center (3405 Grand Prairie Parkway) Andy Kass, Community Development Director, introduced the request for approval of a site plan for a commercial building, as requested by Grand Prairie Partners, LLC and Les Schwab Tire Centers, represented by Westwood Professional Services, Inc. I9 The property is generally located east of Grand Prairie Parkway and north of Interstate 80, containing approximately 2.31 acres. The subject property currently includes three different parcels and portions of parcels leftover from platting previous plats. The Planning and Zoning Commission recently recommended approval of a preliminary plat and final plat for the development of two lots for commercial development. The project includes the construction of a single-story building that is 9,640 square feet in area and approximately 27-feet in height. A trash enclosure is proposed at the south side of the site. A monument sign is shown at the west side of the site, adjacent to Grand Prairie Parkway. Two access points will be provided into the site from the private drive along the north. A pedestrian connection will be provided into the site from the private sidewalk along the private drive at the north. A total of 26 parking spaces are required for the proposed site plan. The total amount of parking proposed is 28 spaces including 2 accessible stalls. This site will be serviced with both public and private utilities. Storm water detention is provided with a basin located along the east 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 45%. The landscape plan meets the requirements of the Landscape and Open Space Ordinance and the Kettlestone Design Guidelines. The elevations of the building are proposed to be constructed mostly of precast concrete, stone tile, metal, and glazing. Overhead doors are included on the elevation fronting Grand Prairie Parkway. These doors will be transparent glass to give the appearance of a storefront. The trash enclosure will be constructed of steel to match the metal proposed on the building. A photometric plan for the site lighting has been submitted and complies with the requirements of the Site Plan Ordinance. The subject property is classified as Retail Regional in the Kettlestone Master Plan. The Retail Regional classification includes retail located in high traffic, high visibility areas and is intended to provide retail services for the entire community and regional area. 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 and Kettlestone Master Plan. Staff recommends approval of the site plan for Les Schwab Tire Center subject to remaining staff comments. Discussion as follows: • Gretchen Schroeder, of Western Professional Services, 12700 Whitewater Drive, Minnetonka MN addressed the Commissioners to let them know she was available for any questions Motion by Commissioner Bankole for Approval of a Site Plan for Les Schwab Tire Center (3405 Grand Prairie Parkway), seconded by Commissioner Lohse. Ayes: Broderick, Bankole, Beenken, Lohse, and Tuel. 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 LES SCHWAB TIRE CENTER (3405 GRAND PRAIRIE PARKWAY) 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 Les Schwab Tire Center, subject to remaining staff comments on June 9, 2026; AND, WHEREAS, the Site Plan for Les Schwab Tire Center is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Les Schwab Tire Center 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 15th day of June, 2026, that the Site Plan for Les Schwab Tire Center 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 Berman Pierce PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: Les Schwab Tire Center – Site Plan PREPARED BY: Melissa DeBoer, AICP – Planning Coordinator REPORT DATE: June 5, 2026 MEETING DATE: June 9, 2026 GENERAL INFORMATION Owner: Grand Prairie Partners, LLC Applicant: Les Schwab Tire Centers Owner’s Representative: 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 east of Grand Prairie Parkway and north of Interstate 80, containing approximately 2.31-acres. Property Address: 3405 Grand Prairie Parkway AREA MAP ABOVE: Aerial of property identifying the proposed site plan (outlined in BLUE). June 4, 2026 2 of 3 LAND USES AND ZONING Location Existing Land Use Kettlestone Master Plan Current Zoning Property in Question Vacant - Undeveloped Retail Regional K-RR (Kettlestone Retail Regional District) North Commercial (Valvoline) Retail Regional K-RR (Kettlestone Retail Regional District) South Interstate 80 and City of West Des Moines N/A City of West Des Moines K-RR (Kettlestone Retail Regional District) and City of West Des Moines East Commercial (Fleet Farm) Retail Regional K-RR (Kettlestone Retail Regional District) West Commercial (Kettlestone Lakes Retail) Retail Regional K-RR (Kettlestone Retail Regional District) HISTORY The subject property currently includes three different parcels and portions of parcels leftover from platting previous plats. The Planning and Zoning Commission recently recommended approval of a preliminary plat and final plat for the development of two lots for commercial development. PROJECT DESCRIPTION The project includes the construction of a single-story building that is 9,640 square feet in area and approximately 27-feet in height. A trash enclosure is proposed at the south side of the site. A monument sign is shown at the west side of the site, adjacent to Grand Prairie Parkway. ACCESS AND PARKING Two access points will be provided into the site from the private drive along the north. A pedestrian connection will be provided into the site from the private sidewalk along the private drive at the north. A total of 26 parking spaces are required for the proposed site plan. The total amount of parking proposed is 28 spaces including 2 accessible stalls. UTILITIES This site will be serviced with both public and private utilities. Storm water detention is provided with a basin located along the east 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 45%. The landscape plan meets the requirements of the Landscape and Open Space Ordinance and the Kettlestone Design Guidelines. June 4, 2026 3 of 3 BUILDING ELEVATIONS The elevations of the building are proposed to be constructed mostly of precast concrete, stone tile, metal, and glazing. Overhead doors are included on the elevation fronting Grand Prairie Parkway. These doors will be transparent glass to give the appearance of a storefront. The trash enclosure will be constructed of steel to match the metal proposed on the building. PHOTOMETRIC PLAN A photometric plan for the site lighting has been submitted and complies with the requirements of the Site Plan Ordinance. COMPREHENSIVE PLAN The subject property is classified as Retail Regional in the Kettlestone Master Plan. The Retail Regional classification includes retail located in high traffic, high visibility areas and is intended to provide retail services for the entire community and regional area. 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 and Kettlestone Master Plan. Staff recommends approval of the site plan for Les Schwab Tire Center subject to remaining staff comments. N: \ 0 0 6 1 1 5 3 . 0 0 \ D W G \ C I V I L \ 0 0 6 1 1 5 3 C V 0 1 . D W G LE S S C H W A B T I R E C E N T E R © 2 0 2 6 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 SITE PLAN LES SCHWAB TIRE CENTER WAUKEE, IA PREPARED FOR: LES SCHWAB TIRE CENTERS 20900 NE COOLEY RD BEND, OR 97701 CONTACT: ERIC ROUSE PHONE: 541.416.5629 EMAIL: ERIC.ROUSE@LESSCHWAB.COM SHEETSREVISIONDATENO. 03/16/2026 1ST REVIEW CITY COMMENTS 4/17/2026 2ND REVIEW CITY COMMENTS 5/19/2026 3RD REVIEW CITY COMMENTS 6/05/2026 4TH REVIEW CITY COMMENTS .. .. .. .. .. .. SITE, GRADING, UTILITIES, AND LANDSCAPE PLANS PREPARED BY: PROJECT NUMBER: 0061153.00 CONTACT: DAVID BADE SITE PLAN LES SCHWAB TIRE CENTER WAUKEE, IA FOR FOR SITE, GRADING, UTILITIES, AND LANDSCAPE PLANS INITIAL SUBMITTAL DATE: 02/24/26 SHEET: C001 OF XX PROJECT NUMBER: 0061153.00 westwoodps.com Westwood Professional Services, Inc. Phone (952) 937-5150 12701 Whitewater Drive, Suite #300 Toll Free (888) 937-5150 Minnetonka MN, 55343 PHONE: 952.697.5724 EMAIL: DAVID.BADE@WESTWOODPS.COM PROPERTY OWNER: GRAND PRAIRIE PARTNERS, LLC ADDRESS: 2540 73rd ST ADDRESS: URBANDALE, IA 50322 FOR FOR SITE Vicinity Map (NOT TO SCALE) I-80 6T H S T SE ASHWORTH RD GR A N D P R A I R I E P K W Y Sheet List Table SHEET NUMBER SHEET TITLE C001 COVER C100 EXISTING CONDITIONS & REMOVALS C200 SITE PLAN C300 GRADING PLAN C301 GRADING DETAIL C400 EROSION CONTROL PLAN C401 SWPPP NARRATIVE C402 SWPPP NOTES C500 SANITARY SEWER & WATER PLANS C501 STORM SEWER PLAN C600 DETAILS C601 DETAILS C602 DETAILS L100 LANDSCAPE PLAN L101 IRRIGATION PLAN L102 LANDSCAPE & IRRGATION DETAILS L103 LANDSCAPE & IRRIGATION NOTES ADDRESS: 3405 GRAND PRAIRIE PARKWAY HH HH ST ST M ST ST ST S S X X ST O ST O ST O RIM=1013.40 INV(N)=1011.05 RIM=1012.99 INV(W)=1011.24 12" RCP ST O ST O RIM=1014.54 INV(E)=1010.89 INV(W=1010.74 INV(S)=1010.79 INV=1012.41 15 " R C P 18" RCP 18 " R C P STO STO RIM=1014.91 INV(N)=1010.41 INV(SE)=1010.26 RIM=1013.02 INV(E)=1009.47 INV(NW)=1009.82 INV(N)=1009.62 ST O STO STO STO UNKNOWN TERMINUS 18" RCP 18" RCP 6" P V C ST O STO STO ST O ST O RIM=1012.51 INV(N)=1006.96 INV(E)=1006.21 INV(S)=1004.61 24" RCP 2 4 " RC P 24 " R C P RIM=1012.77 INV(S)=1007.27 INV(N)=1007.47 SAN SAN SAN SA N SA N SA N RIM=1012.84 INV(S,E)=1003.64 INV(N)=1003.69 RIM=1012.00 UNABLE TO OPEN NO INV DATA RIM=1012.17 INV(N,E)=1008.07 INV(S)=1012.07 STO RIM=1011.43 NO INV DATA24 " R C P ST O 12" RCP 12 " R C P RIM=1016.30 INV(S)=1011.55 NO INV NORTH FABRIC IN WAY RIM=1016.33 SUMP=1013.53 FABRIC IN WAY OF INVERT ST O RIM=1017.51 NO INV DATA FULL OF WATER RIM=1017.44 NO INV DATA FULL OF WATER RIM=1017.18 NO INV DATA LOCKED RIM INV=1014.08 RIM=1015.12 INV(E)=1011.32 INV(W)=1011.62 INV=1013.58 15" RCP (PER GIS) STOSTO RIM=1012.63 INV(W)=1009.93 INV=1013.46 ST O ST O UNKNOWN TERMINUS GR A N D P R A I R I E P A R K W A Y 30.00 FOOT WATERMAIN EASEMENT PER BOOK 759, PAGE 232 (EX. 13) 10.00 FOOT WATERMAIN EASEMENT SHOWN ON THE PLAT OF OAKLEAF PLAT 1 PER BOOK 2015, PAGE 15704 (EX. 11) AND THE PLAT OF PARCEL 18-152 OUTLOT Z OAKLEAF PLAT 1 BOOK 2018 PAGE 23345 (EX. 12) PRIVATE SAN I T A R Y S E W E R E A S E M E N T PER BOOK 2 0 1 5 , P A G E 1 5 7 1 0 ( E X . 1 8 ) 35.00 FOOT PRIVATE INGRESS EGRESS EASEMENT PER BOOK 2015, PAGE 15711 (EX. 19) PERPETUAL NEGATIVE EASEMENT PER BOOK 2015 PAGE 17071 (EX. 21) PRIMARY DRIVEWAY AREA SHOWN ON EXHIBIT A OF RECIPROCAL ACCESS EASEMENT PER BOOK 2019 PAGE 1498 (EX. 22) AND PER RECIPROCAL ACCESS EASEMENT EXPENSE SHARING AGREEMENT PER BOOK 2019, PAGE 2468 (EX. 23) AND 28. DECLARATION OF RECIPROCAL EASEMENTS, RESTRICTIONS, CONDITIONS AND COVENANTS PER BOOK 2021 PAGE 2190 (EX. 28) REMAINING EASEMENT AREA SHOWN ON EXHIBIT A OF RECIPROCAL ACCESS EASEMENT PER BOOK 2019 PAGE 1498 (EX. 22) AND PER RECIPROCAL ACCESS EASEMENT EXPENSE SHARING AGREEMENT PER BOOK 2019, PAGE 2468 (EX. 23) TEMPORARY CONSTRUCTION EASEMENT PER BOOK 2019 PAGE 10428 (EX. 24) PRIVATE WATER MAIN EASEMENT PER BOOK 2019 PAGE 10429 (EX. 25) TEMPORARY CONSTRUCTION EASEMENT PER BOOK 2019 PAGE 9939 (EX. 26) AND TEMPORARY CONSTRUCTION EASEMENT PER BOOK 2019 PAGE 10430 (EX.27) EASEMENT SHOWN ON PLAT OF OAKLEAF PLAT 1 PER BOOK 2015 PAGE 15704 (EX. 11) AND EASEMENT SHOWN ON PLAT OF PARCEL 18-152 PER BOOK 2018, PAGE 23345 (EX. 12) AND EASEMENT CONDEMNATION FOR ROAD PURPOSES PER BOOK 13 PAGE 96 (EX.14) AND EASEMENT CONDEMNATION FOR ROAD PURPOSES PER BOOK 14 PAGE 263 (EX. 15) PUBLIC UTILITY EASEMENT SHOWN ON PLAT OF OAKLEAF PLAT 1 PER BOOK 2015 PAGE 15704 (EX. 11) AND PUBLIC UTILITY EASEMENT EASEMENT SHOWN ON PLAT OF PARCEL 18-152 PER BOOK 2018, PAGE 23345 (EX. 12) AND PUBLIC UTILITY EASEMENT PER BOOK 2012 PAGE 5674 (EX. 16) 33.00 10.00 30.00 33.00 10.00 30.00 40 . 0 0 35 30 . 0 0 31 53.50 15 15 35 . 0 0 WA T WA T WA T WA T WA T WA T WAT WAT STO STO ST O 15" STORM SEW E R ( P E R G I S ) 15 " S T O R M SE W E R ( P E R G I S ) 15 " R C P ( P E R G I S ) 12 " R C P (P E R G I S ) 8" P V C ( P E R G I S ) PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G 40.00 FOOT PRIVATE INGRESS EGRESS EASEMENT PER BOOK 2015, PAGE 15711 (EX. 19) 40 . 0 0 SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N WATWAT 24 " A 2 0 0 0 ( P E R G I S ) 8" PVC (PER GIS) 15" STORM SEWER 33.00 FOOT ROAD EASEMENT SHOWN AND LABELED TO BE VACATED ON THE PLAT OF OAKLEAF PLAT 1 PER BOOK 2015 PAGE 15704 (EX. 11) \\\\\\\\\\\\\\\\\\\\\\\\\\ \ \ \\\\\\ \ \ \\ SAW CUT PAVEMENT REMOVE CURB (TYP) REMOVE CONCRETE PAVEMENT REMOVE CONCRETE PAVEMENT \ X 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 IO W 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 6 1 1 5 3 . 0 0 \ D W G \ C I V I L \ 0 0 6 1 1 5 3 E X 0 1 . D W G 06/05/2026 LE S S C H W A B T I R E C E N T E R C100 WA U K E E , I A LE S S C H W A B TI R E C E N T E R EX I S T I N G CO N D I T I O N S & R E M O V A L S 06 / 0 5 / 2 0 2 6 ... 02 / 2 4 / 2 6 20 9 0 0 N E C O O L E Y R D BE N D , O R 9 7 7 0 1 LE S S C H W A B T I R E CE N T E R S P1 7 3 0 5 DA V I D B A D E NOT FOR CONSTUCTION © 2 0 2 6 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 0'30'60'90' 1" = 30' 03 / 1 6 / 2 0 2 6 4/ 1 7 / 2 0 2 6 5/ 1 9 / 2 0 2 6 6/ 0 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 . 30 ' 6' o r 3' PROJECT NUMBER: 0061153.00 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 \\\\\\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 TREE LINE 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 X X 28' 30' 9' 24' 10 9 T 9 PROPOSED BUILDING 9613 SF FFE = 1019.00 40' 15' 20' 25' 25' 20' 35' 35' 35' 15' 30.4' 10' 65.1' 78.6' 20' 13' 12' 8' 31.7' 27'8' 9' 5' 12' 71.5' 10.4'18.9'14' 62.97' 163.67' 59.38' R5' R55' R30' R10'R20'R20' R3' R4' R4' R45' R45' HH HH ST ST M ST X X ST O ST O ST O ST O ST O STO STO ST O STO STO ST O STOSTO ST O ST O GR A N D P R A I R I E P A R K W A Y 30.00 FOOT WATERMAIN EASEMENT PER BOOK 759, PAGE 232 (EX. 13) 10.00 FOOT WATERMAIN EASEMENT SHOWN ON THE PLAT OF OAKLEAF PLAT 1 PER BOOK 2015, PAGE 15704 (EX. 11) AND THE PLAT OF PARCEL 18-152 OUTLOT Z OAKLEAF PLAT 1 BOOK 2018 PAGE 23345 (EX. 12) 35.00 FOOT PRIVATE INGRESS EGRESS EASEMENT PER BOOK 2015, PAGE 15711 (EX. 19) PERPETUAL NEGATIVE EASEMENT PER BOOK 2015 PAGE 17071 (EX. 21) PRIMARY DRIVEWAY AREA SHOWN ON EXHIBIT A OF RECIPROCAL ACCESS EASEMENT PER BOOK 2019 PAGE 1498 (EX. 22) AND PER RECIPROCAL ACCESS EASEMENT EXPENSE SHARING AGREEMENT PER BOOK 2019, PAGE 2468 (EX. 23) AND 28. DECLARATION OF RECIPROCAL EASEMENTS, RESTRICTIONS, CONDITIONS AND COVENANTS PER BOOK 2021 PAGE 2190 (EX. 28) REMAINING EASEMENT AREA SHOWN ON EXHIBIT A OF RECIPROCAL ACCESS EASEMENT PER BOOK 2019 PAGE 1498 (EX. 22) AND PER RECIPROCAL ACCESS EASEMENT EXPENSE SHARING AGREEMENT PER BOOK 2019, PAGE 2468 (EX. 23) TEMPORARY CONSTRUCTION EASEMENT PER BOOK 2019 PAGE 10428 (EX. 24) PRIVATE WATER MAIN EASEMENT PER BOOK 2019 PAGE 10429 (EX. 25) TEMPORARY CONSTRUCTION EASEMENT PER BOOK 2019 PAGE 9939 (EX. 26) AND TEMPORARY CONSTRUCTION EASEMENT PER BOOK 2019 PAGE 10430 (EX.27) EASEMENT SHOWN ON PLAT OF OAKLEAF PLAT 1 PER BOOK 2015 PAGE 15704 (EX. 11) AND EASEMENT SHOWN ON PLAT OF PARCEL 18-152 PER BOOK 2018, PAGE 23345 (EX. 12) AND EASEMENT CONDEMNATION FOR ROAD PURPOSES PER BOOK 13 PAGE 96 (EX.14) AND EASEMENT CONDEMNATION FOR ROAD PURPOSES PER BOOK 14 PAGE 263 (EX. 15) PUBLIC UTILITY EASEMENT SHOWN ON PLAT OF OAKLEAF PLAT 1 PER BOOK 2015 PAGE 15704 (EX. 11) AND PUBLIC UTILITY EASEMENT EASEMENT SHOWN ON PLAT OF PARCEL 18-152 PER BOOK 2018, PAGE 23345 (EX. 12) AND PUBLIC UTILITY EASEMENT PER BOOK 2012 PAGE 5674 (EX. 16) 33.00 10.00 30.00 33.00 10.00 30.00 40 . 0 0 35 53.50 15 15 35 . 0 0 WA T WA T WA T WA T WA T WA T WAT WAT STO STO ST O 8" P V C ( P E R G I S ) PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G 40.00 FOOT PRIVATE INGRESS EGRESS EASEMENT PER BOOK 2015, PAGE 15711 (EX. 19) 40 . 0 0 SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N WATWATWATWAT8" PVC (PER GIS) 33.00 FOOT ROAD EASEMENT SHOWN AND LABELED TO BE VACATED ON THE PLAT OF OAKLEAF PLAT 1 PER BOOK 2015 PAGE 15704 (EX. 11) R20' 5' 4 C600 B A A F E D 15 1 1 1 1 1 C600 1 C600 1 C600 8 C600 10 C600 7 C600 4 C600 6 C600 6 C600 9 C600 11 C600 12 C600 S.2 S.1 S.114 14 10 ' P A R K I N G S E T B A C K 5' PARKING SETBACK 2-D G G G G G 60 60 60 60 60 C 61 61 61 PROPOSED 20' PRIVATE UTILITY EASEMENT PROPOSED CONSTRUCTION EASEMENT 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 IO W 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 6 1 1 5 3 . 0 0 \ D W G \ C I V I L \ 0 0 6 1 1 5 3 S P 0 1 . D W G 06/05/2026 LE S S C H W A B T I R E C E N T E R C200 WA U K E E , I A LE S S C H W A B TI R E C E N T E R SI T E P L A N 06 / 0 5 / 2 0 2 6 ... 02 / 2 4 / 2 6 20 9 0 0 N E C O O L E Y R D BE N D , O R 9 7 7 0 1 LE S S C H W A B T I R E CE N T E R S P1 7 3 0 5 DA V I D B A D E NOT FOR CONSTUCTION © 2 0 2 6 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 0'30'60'90' 1" = 30' 03 / 1 6 / 2 0 2 6 4/ 1 7 / 2 0 2 6 5/ 1 9 / 2 0 2 6 6/ 0 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 . 30 ' 6' o r 3' PROJECT NUMBER: 0061153.00 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 SUDAS DESIGNATION HANDICAP ACCESSIBLE 12" X 18"R7-8 1 B612 CURB AND GUTTER 2-D FLUSH CURB AND GUTTER 14 SIGN INSTALLATION 15 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING 22 SAW CUT CONTROL JOINT 53 MILLING AT SAW CUT 60 CURB RAMP FOR SUDAS TYPE B SIDEWALK 1 ·EXISTING ZONING:K-RR, KETTLESTONE RETAIL REGIONAL ·PROPOSED ZONING:K-RR, KETTLESTONE RETAIL REGIONAL ·PARCEL DESCRIPTION:1609251005 ·PROPERTY AREA:100,594 SF (2.31 AC) ·EXISTING IMPERVIOUS SURFACE:6,271 SF (6.2%) ·PROPOSED IMPERVIOUS SURFACE:54,986 SF (54.7%) ·BUILDING GROSS SIZE:9,640 SF ·BUILDING HEIGHT:27.33' ·FLOOR-AREA-RATIO(FAR):0.091 ·BUILDING SETBACK PER CODE:0'=FRONT 0'=SIDE 0'=REAR ·PARKING SPACE/DRIVE AISLE: REQUIRED:9' WIDE X 19' LONG, 24' AISLE PROVIDED:9' WIDE X 20' LONG, 25' AISLE ·PARKING RATIO REQUIREMENT CITY OF WAUKEE, IA AUTOMOTIVE REPAIR SERVICES:3 SPACES / SERVICE BAY 1 SPACE / SERVICE VEHICLE 2.5 SPACES / 1,000 SF OF NON-SERVICE AREA SPACES REQUIRED:26 SPACES ·PARKING PROVIDED:28 SPACES SIGN LEGEND SITE DETAILS (SI-0XX) SITE DEVELOPMENT SUMMARY 1.BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONAL SERVICES, MINNETONKA, MN, 01/09/2026. 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.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 HOURS PRIOR TO COMMENCING WORK, 13.PROPOSED SIGNAGE TO BE REVIEWED AND APPROVED WITH A SEPARATE SIGN PERMIT APPLICATION. 14.APPROVED FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED AS SOON AS CONSTRUCTION COMMENCES. IF PAVING IS NOT INSTALLED PRIOR TO BUILDING CONSTRUCTION COMMENCING AFTER FOOTING INSTALLED, AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING TO EXTEND WITHIN 100 FEET OF ALL PORTIONS OF THE EXTERIOR WALLS SHALL BE PROVIDED AND COMPLY WITH THE REQUIREMENTS OF SECTION 503.2 OF THE IFC. 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 (4" THICKNESS) TIP-OUT CURB AND GUTTER SITE LEGEND 5 T SITE KEYNOTESA 1 ASPHALT PAVING (STANDARD) 4 HEAVY DUTY CONCRETE PAVEMENT 5 CONCRETE PAVEMENT JOINT 6 ASPHALT/CONCRETE JOINT 7 KEYKEEPER WITH STAND 8 BENCH 10 TRASH RECEPTICLE 11 6" DIAMETER BOLLARD 12 SIGN IN BOLLARD LES SCHWAB STANDARD SITE DETAILS 1 C600 A MATCH EXISTING CURB B PYLON SIGN (SEE ARCH PLANS) C TRANSFORMER (SEE ARCH PLANS) D TRASH ENCLOSURE (SEE ARCH PLANS) E BULLPEN/OUTDOOR STORAGE (SEE ARCH PLANS) F TIRE WASH (SEE ARCH) G TRANSITION CURB HH HH ST ST M ST X X ST O ST O ST O ST O ST O STO STO ST O STOSTO ST O ST O GR A N D P R A I R I E P A R K W A Y WA T WA T WA T WA T WA T WA T WAT WAT STO STO ST O 8" P V C ( P E R G I S ) PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N WATWAT 8" PVC (PER GIS) T PROPOSED BUILDING 9613 SF FFE = 1019.00 10 1 5 10 1 5 10 1 5 10 1 4 10 1 4 10 1 4 10 1 6 1017 10 1 7 10 1 7 10 1 5 10 1 3 10 1 4 101 6 1017 1018 1018 1018 1018 1018 1016 1017 1018 10 1 5 10 1 5 10 1 4 10 1 4 10 1 6 10 1 6 10 1 7 1015 10 1 3 10 1 4 1016 1017 1017 1016 10 1 5 10 1 4 1016 10 1 5 10 1 4 10 1 6 10 1 7 ST GA S GA S GA S PUG PUG PU G PU G PU G 18.8318.83 LP 17.62 17.89 E.O.F. 17.92 LP 17.76 18.91 LP 17.96 18.30 18.39 18.42 18.57 B 19.03 F 18.53 B 18.42 F 17.92 17.77 B 17.80 F 17.30 B 18.65 F 18.15 17.98 LP 17.83 17.82 17.53 16.86 16.26 LP 16.07 B 17.17 F 16.67 LP 15.75 16.10 B 18.14 F 17.64 B 17.54 F 17.04 B 17.28 F 17.28 B 17.22 F 17.22 B 17.49 F 17.49 B 17.55 F 17.55 HP 16.57 16.54 LP 16.37 18.12 18.10 LP 18.00 E.O.F. 18.30 18.21 LP 17.86 18.31 18.39 18.42 18.42 18.3618.13 18.9118.80 18.86 18.77 18.62 18.85 18.39 18.90 18.90 18.60 18.69 18.69 18.69 18.6018.90 18.90 B 17.54 F 17.04 B 17.05 F 16.55 HP 16.24 10 1 5 10 1 3 10 1 4 10 1 6 10 1 7 10 1 5 10 1 3 10 1 4 10 1 6 1017 101 7 1018 10 1 7 1017 1018 10 1 8 101 8 10 1 8 10 1 9 10 1 9 10 1 5 10 1 4 10 1 6 10 1 7 1.5% 18.86 18.85 18.77 18.19 16.84 10 1 7 1018 BIOFILTRATION BASIN TOP = 1017.60 EOF = 1016.10 100YR HWL = 1015.67 WQv = 1013.70 BOT = 1012.40 19.00 19.0019.00 19.00 18.6 % 25.0% 7.1% 25.0% 23.8 % 33.3% 33.4% 6.2 % 25. 0 % E.O.F. 18.39 18.15E.O.F. 18.28 GLGL GLGL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GLGLGLGLGLE.O.F. 16.87 E.O.F. 18.23 E.O.F. 16.25 E.O.F. 16.57 BASIN E.O.F. 16.10 0.0% 1016.32 1016.55 1015.801016.18 1017.091015.27 PRETREATMENT FOREBAY 12'x14' WITH 3' DEPTH PRETREATMENT FOREBAY 5'x6' WITH 2' DEPTH 18.2318.40 18.4918.49 E.O.F. 18.26 E.O.F. 18.12 18.6718.77 HP 17.60 HP 17.60 HP 17.60 10 1 6 10 1 5 10 1 3 10 1 4 10 1 6 10 1 7 10 1 8 18.36 18.35 SEE SHEET C301 FOR GRADING DETAIL CB 111 100-YR HWL=1016.18 CB 112 100-YR HWL=1016.16 CBMH 121 100-YR HWL=1017.97 CBMH 123A 100-YR HWL=1016.69 CBMH 124 100-YR HWL=1018.19 CBMH 125 100-YR HWL=1018.11 CBMH 128 100-YR HWL=1017.85 CBMH 126 100-YR HWL=1018.06 CBMH 127 100-YR HWL=1017.86 BOTTOM OF BIOFILTRATION BASIN 2442 SF BIOFILTRATION BASIN 100-YR HWL 8118 SF 25.00% 25.00% 25 . 0 0 % 25.0 0 % E.O.F. 1015.34 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 IO W 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 6 1 1 5 3 . 0 0 \ D W G \ C I V I L \ 0 0 6 1 1 5 3 G D 0 1 . D W G 06/05/2026 LE S S C H W A B T I R E C E N T E R C300 WA U K E E , I A LE S S C H W A B TI R E C E N T E R GR A D I N G PL A N 06 / 0 5 / 2 0 2 6 ... 02 / 2 4 / 2 6 20 9 0 0 N E C O O L E Y R D BE N D , O R 9 7 7 0 1 LE S S C H W A B T I R E CE N T E R S P1 7 3 0 5 DA V I D B A D E NOT FOR CONSTUCTION © 2 0 2 6 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 0'30'60'90' 03 / 1 6 / 2 0 2 6 4/ 1 7 / 2 0 2 6 5/ 1 9 / 2 0 2 6 6/ 0 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 . 30 ' 6' o r 3' PROJECT NUMBER: 0061153.00 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 IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS). 4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE EIGHT INCHES OF TOPSOIL AND SOD. 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 IDOT 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.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. 12.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. 13.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN SUDAS AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. 14.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 SUDAS. 15.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. 1.BASIN EXCAVATION AND PIPE INSTALLATION MAY TAKE PLACE BEFORE CURB INSTALLATION. ALL OTHER BASIN CONSTRUCTION MUST WAIT UNTIL FINAL SITE LANDSCAPING. REMOVE SEDIMENT FROM EXCAVATED BASIN PRIOR TO PLACEMENT OF FILTER MEDIA. PLACE SAND BAGS OR SIMILAR ITEM IN CURB CUTS TO PRE-FILTER STORM WATER UNTIL PLANTS ARE ESTABLISHED IN BASINS. MAINTAIN INLET PROTECTION ON DOWN STREAM INLETS UNTIL BASINS ARE ON-LINE. 2.BASIN EXCAVATION SHALL BE WITH TOOTHED-BUCKETS TO SCARIFY THE BOTTOM. 3.PLACE SILT FENCE AROUND BASINS AS SHOWN IMMEDIATELY AFTER BASIN CONSTRUCTION. 4.BASINS MUST BE TESTED FOR INFILTRATION RATE AFTER TOTAL SITE STABILIZATION. A DUAL RING INFILTROMETER SHALL BE USED FOR TESTING. MINIMUM INFILTRATION RATE IS 1-INCH PER HOUR (PER THE APPROVED STORMWATER MANAGEMENT PLAN), AND THE MAXIMUM INFILTRATION RATE IS 8.33 INCHES PER HOUR. IF BASIN DOES NOT MEET INFILTRATION RATE, CONTRACTOR MUST TAKE CORRECTIVE ACTION UNTIL MINIMUM INFILTRATION RATE IS MET. CORRECTIVE ACTION MAY INCLUDE REMOVING PLUG IN DRAIN TILE. ALL TESTING AND CORRECTIVE ACTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, AND SHALL BE INCIDENTAL TO THE CONTRACT, WITH NO DIRECT COMPENSATION MADE. PROVIDE TEST REPORTS TO THE CITY OF WAUKEE STORMWATER DEPARTMENT. GRADING NOTES BIOFILTRATION BASIN NOTES 0.00% 900.00 900.00 TW=XXX.XX BW=XXX.XX E.O.F. 1017 B 17.50 F 17.50 B 17.56 F 17.56 B 17.22 F 17.22 B 17.28 F 17.28 33.4% 6.2 % GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL 1. 1 % 0. 0 % 0.8% 0.7% 17.60 17.51 17.17 17.17 1.9% 1.9% 0. 0 % 0.7% 0.7% 1. 6 % 0.7% 0.7% 1. 6 % 17.52 17.59 17.20 17.20 1.9% 1.9% 0. 0 % ST O ST O ST O ST O ST O ST O WA T WA T WA T WA T WA T WAT WAT WAT WAT DETECTABLE WARNING PANELS 1018 1018 1016 1017 1018 10 1 5 10 1 6 10 1 7 PU G PU G GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S GA S PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G 18.49 18.50 B 18.38 F 18.38 B 18.32 F 18.32 B 17.94 F 17.94 B 17.99 F 17.99 1018 1. 8 % B 18.66 F 18.16 18.54 18.56 18.90 18.91 18.56 18.49 18.54 18.50 18.1318.12 B 18.67 F 18.17 B 18.23 F 18.23 B 18.20 F 18.20 1. 8 % 1.9 % 1.9 % 1.8 % 25.0% 18.47 18.48 18.42 18.44 5. 0 % 0.7 % 0.8 % GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL 1. 8 % 0.7% 0.5% 1. 8 % 0.6%1.0% 1. 8 % 0.3% 18.40 18.36 1. 7 % 1. 8 % 0.1% 0.3% 0.2% 0.2% 5. 4 % 5. 0 % 0. 8 % 0. 8 % 0.7% 0.9% 17.98 18.36 18.35 0.3% 0.7% 1. 0 % 1.5% 1.8% 0.8 % 18.38 17.99 0.3% 0.7% 1. 1 % B 18.28 F 17.78 B 18.52 F 18.02 B 18.75 F 18.25 B 18.90 F 18.40 18.52 18.48 17.86 17.95 1. 8 % 0.1% STO ST O ST O ST O ST O ST O DETECTABLE WARNING PANELS DETECTABLE WARNING PANELS 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 IO W 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 6 1 1 5 3 . 0 0 \ D W G \ C I V I L \ 0 0 6 1 1 5 3 G D 0 2 . D W G 06/05/2026 LE S S C H W A B T I R E C E N T E R C301 WA U K E E , I A LE S S C H W A B TI R E C E N T E R GR A D I N G DE T A I L 06 / 0 5 / 2 0 2 6 ... 02 / 2 4 / 2 6 20 9 0 0 N E C O O L E Y R D BE N D , O R 9 7 7 0 1 LE S S C H W A B T I R E CE N T E R S P1 7 3 0 5 DA V I D B A D E NOT FOR CONSTUCTION © 2 0 2 6 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 0'5'10'15' 03 / 1 6 / 2 0 2 6 4/ 1 7 / 2 0 2 6 5/ 1 9 / 2 0 2 6 6/ 0 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 . 5' 1' o r 1' PROJECT NUMBER: 0061153.00 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 ADA PARKING AND RAMP DETAIL NORTH EAST ACCESS DRIVE CROSSING RAMP T PROPOSED BUILDING 9613 SF FFE = 1019.00 10 1 5 10 1 5 10 1 5 10 1 4 10 1 4 10 1 4 10 1 6 1017 10 1 7 10 1 7 10 1 5 10 1 3 10 1 4 101 6 1017 1018 1018 1018 1018 1018 1016 1017 1018 10 1 5 10 1 5 10 1 4 10 1 4 10 1 6 10 1 6 10 1 7 1015 10 1 3 10 1 4 1016 1017 1017 1016 10 1 5 10 1 4 1016 10 1 5 10 1 4 10 1 6 10 1 7 HH HH ST ST M ST X X X ST O ST O ST O ST O ST O STO STO ST O ST O STOSTO ST O ST O GR A N D P R A I R I E P A R K W A Y WA T WA T WA T WA T WA T WA T WAT WAT STO STO ST O 8" P V C ( P E R G I S ) PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N WATWAT 8" PVC (PER GIS) 10 1 5 10 1 3 10 1 4 10 1 6 10 1 7 10 1 5 10 1 3 10 1 4 10 1 6 1017 101 7 1018 10 1 7 1017 1018 10 1 8 101 8 10 1 8 10 1 9 10 1 9 10 1 5 10 1 4 10 1 6 10 1 7 1.62% 1.91% 1.61% 1.89% 6. 6 6 % 14.56% 10 1 7 1018 GLGL GLGL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GLGLGLGLGL 10 1 6 10 1 5 10 1 3 10 1 4 10 1 6 10 1 7 10 1 8 ST GA S GA S GA S PUG PUG PU G PU G PU G SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF WASTE MATERIALS (SANITARY, CONSTRUCTION) AND CONCRETE WASHOUT, TO COMPLY WITH SUDAS SPEC 11.050 19'L X 3'W EROSION STONE (6 CY) (MEDIAN DIA. 0.7') POST CONSTRUCTION PRETREATMENT FOREBAY 8'L X 3'W EROSION STONE (4 CY) (MEDIAN DIA. 0.2') POST CONSTRUCTION BIOFILTRATION BASIN EROSION CONTROL BLANKET (RECP TYPE 2.C) SITE DISCHARGE LOCATION ULTIMATE DISCHARGE TO FOX CREEK. 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 IO W 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 6 1 1 5 3 . 0 0 \ D W G \ C I V I L \ 0 0 6 1 1 5 3 E C 0 1 . D W G 06/05/2026 LE S S C H W A B T I R E C E N T E R C400 WA U K E E , I A LE S S C H W A B TI R E C E N T E R ER O S I O N CO N T R O L PL A N 06 / 0 5 / 2 0 2 6 ... 02 / 2 4 / 2 6 20 9 0 0 N E C O O L E Y R D BE N D , O R 9 7 7 0 1 LE S S C H W A B T I R E CE N T E R S P1 7 3 0 5 DA V I D B A D E NOT FOR CONSTUCTION © 2 0 2 6 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 0'30'60'90' 1" = 30' 03 / 1 6 / 2 0 2 6 4/ 1 7 / 2 0 2 6 5/ 1 9 / 2 0 2 6 6/ 0 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 . 30 ' 6' o r 3' PROJECT NUMBER: 0061153.00 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 BLANKET PER SUDAS 9040.103 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 INLET PROTECTION, ETC., 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 DNR, NPDES, SUDAS, 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.REMAINDER OF SITE IS REQUIRED TO BE SODDED. D.EROSION CONTROL BLANKET SHALL BE SUDAS RECP TYPE 2.C 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 SHALL PROVIDE SAW CUTTING / GRINDING SLURRY CONTAINMENT AND DISPOSAL. 16.POST CONSTRUCTION, THE BIOFILTRATION BASIN WILL BE OWNED AND MAINTAINED BY LES SCHWAB. 17.A CITY OF WAUKEE COSESCO PERMIT IS REQUIRED PRIOR TO CONSTRUCTION. GENERAL EROSION CONTROL NOTES STO WAT SAN GL HEAVY DUTY SILT FENCEHDSF REDUNDANT SILT CONTROLRSC 982 980 982 980 ROCK CONSTRUCTION ENTRANCE 1250 SF EROSION CONTROL BLANKET 13,578 SF SILT FENCE 925 LF EROSION CONTROL MATERIAL QUANTITIES 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 IO W 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 6 1 1 5 3 . 0 0 \ D W G \ C I V I L \ 0 0 6 1 1 5 3 S W P 0 1 . D W G 06/05/2026 LE S S C H W A B T I R E C E N T E R C401 WA U K E E , I A LE S S C H W A B TI R E C E N T E R SW P P P NA R R A T I V E ... 02 / 2 4 / 2 6 20 9 0 0 N E C O O L E Y R D BE N D , O R 9 7 7 0 1 LE S S C H W A B T I R E CE N T E R S © 2 0 2 6 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 03 / 1 6 / 2 0 2 6 4/ 1 7 / 2 0 2 6 5/ 1 9 / 2 0 2 6 6/ 0 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: 0061153.00 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 LES SCHWAB WAUKEE. 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 LES SCHWAB WAUKEE SHALL BE CONSIDERED PART OF THE SWPPP. PROJECT LOCATION THIS DOCUMENT PRESENTS A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR LES SCHWAB IN WAUKEE, IA. THE SITE IS LOCATED IN THE SE QUADRANT OF THE GRAND PRAIRIE PKWY & FLEET FARM ACCESS INTERSECTION. PROJECT CONTACT INFORMATION OWNER/DEVELOPER:CONTRACTOR: ERIC ROUSE CONTACT NAME LES SCHWAB TIRE CENTERS COMPANY NAME 20900 NE COOLEY RD ADDRESS BEND, OR 97701 ADDRESS 541-416-5629 CONTACT NUMBER ERIC.ROUSE@LESSCHWAB.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 2.5 ACRES. CONSTRUCTION WILL CONSIST OF, BUT IS NOT LIMITED TO, A PROPOSED BUILDING, A PARKING LOT, AND A FILTRATION BASIN. PROJECT AREA = 2.50 AC DISTURBED AREA = 1.81 AC RUNOFF COEFFICIENT PRE-CONSTRUCTION = 0.20 RUNOFF COEFFICIENT POST CONSTRUCTION = 0.59 PRE-DEVELOPMENT SITE CONDITIONS THE EXISTING SITE CONSISTS OF AN OPEN FIELD OF GREEN SPACE. MOST OF THE SITE IS DRAINING TO THE EAST SIDE OF THE SITE, WITH A SMALL PORTION DRAINING TO THE NORTHWEST CORNER. 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 LEAN TO FAT CLAY FILL IS LOCATED IN THE TOP 2-4 FEET BELOW EXISTING GRADE. REFER TO GEOTECHNICAL REPORT DATED 05/12/2025 COMPLETED BY ALLENDER BUTZKE ENGINEERS INC. 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 EAST PORTION OF THE SITE, WITH THE BASIN DISCHARGING TO THE CITY STORM SEWER SYSTEM. REFER TO THE LES SCHWAB WAUKEE STORMWATER MANAGEMENT REPORT FOR MORE INFORMATION REGARDING THE PRE-DEVELOPMENT SITE CONDITIONS, POST-DEVELOPMENT SITE CONDITIONS, STORM WATER MANAGEMENT CALCULATIONS, AND DRAINAGE AREA MAPS. 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: 1.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. 2.INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE. 3.CLEAR AND GRUB SITE. 4.STRIP AND STOCKPILE TOPSOIL. 5.ROUGH GRADE OF SITE. 6.STABILIZE DENUDED AREAS AND STOCKPILES. 7.INSTALL SANITARY SEWER, WATERMAIN, STORM SEWER AND SERVICES. 8.INSTALL INLET PROTECTION AROUND CATCH BASINS. 9.INSTALL CURB AND GUTTER. 10.INSTALL PAVEMENT. 11.INSTALL SMALL UTILITIES (GAS, ELECTRIC, PHONE, CABLE, ETC.) 12.REMOVE ACCUMULATED SEDIMENT. 13.INSTALL BIORETENTION BASINS 14.FINAL GRADE LANDSCAPE AREAS, BIOFILTRATION BASIN, SEED AND MULCH. 15.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: 1.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. 2.CONSTRUCT GRAVEL CONSTRUCTION ENTRANCES AT FIELD ENTRANCES TO THE SITE AS SHOWN ON THE CONSTRUCTION PLANS. 3.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. 4.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 SEED ON ALL AREAS AFTER REACHING FINAL GRADE WITH TOPSOIL AND ANCHOR STRAW WITH EITHER A STRAIGHT DISK, HYDROMULCH OR POLYMER. 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 REMAINING DITCH SHALL BE STABILIZED IMMEDIATELY PER GD#2. 6.INSTALL SILT FENCE AROUND ALL TEMPORARY INACTIVE STOCKPILES WHICH ARE NOT PLACED WITHIN EXISTING SILT FENCES OR OTHER PERIMETER CONTROLS. 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 THE DAY 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. ·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 : 1.ALL SOIL DISTURBING ACTIVITY IS COMPLETED. ALL DISTURBED AREA WITHOUT PERMANENT IMPERMEABLE SURFACES ARE VEGETATED FOR FINAL STABILIZATION. 2.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. 3.THE VEGETATIVE COVER FOR THE SITE IS AT A DENSITY, WITH UNIFORM PERENNIAL COVER OF 70% OF THE EXPECTED FINAL GROWTH DENSITY. 4.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 SWPPP 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 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: 1.ALL NON-FUNCTIONAL BMPS - OBSERVED CONDITION; SEDIMENT OVERTOPPING, UNDER WATER, SCOURED ENDS, UNDERMINED, DESTROYED, NON-FUNCTION AS DESIGNED, ETC. - SHALL BE MAINTAINED OR REPLACED BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY OR NOTIFICATION, OR AS SOON AS FIELD CONDITIONS ALLOW. 2.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 BY THE END OF NEXT BUSINESS DAY OR AD FIELD CONDITIONS ALLOW. 3.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. 4.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. 5.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. 6.PAVED SURFACES AND ADJACENT STREETS ARE REQUIRED BY ORDINANCE TO BE SWEPT AT THE END OF THE WORK DAY AND PRIOR TO A RAIN EVENT. 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 NOT 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 925 LF INLET PROTECTION 2 EACH CULVERT PROTECTION 3 EACH TEMPORARY SEED MIX 0.61 AC SOD 8,200 SF EROSION CONTROL BLANKET 13,578 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 IO W 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 6 1 1 5 3 . 0 0 \ D W G \ C I V I L \ 0 0 6 1 1 5 3 S W P 0 1 . D W G 06/05/2026 LE S S C H W A B T I R E C E N T E R C402 WA U K E E , I A LE S S C H W A B TI R E C E N T E R SW P P P NO T E S ... 02 / 2 4 / 2 6 20 9 0 0 N E C O O L E Y R D BE N D , O R 9 7 7 0 1 LE S S C H W A B T I R E CE N T E R S © 2 0 2 6 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 03 / 1 6 / 2 0 2 6 4/ 1 7 / 2 0 2 6 5/ 1 9 / 2 0 2 6 6/ 0 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: 0061153.00 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.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 PRIOR TO BUT NO SOONER THAN 7 DAYS BEFORE APRON IS INSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP ACCORDING TO THE STANDARD DETAIL. 2.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. 3.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. 4.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 WITHIN 7 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 5.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. 6.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 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. 7.CONCRETE TRUCK WASHOUT ·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. ·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. 8.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. 9.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. 10.HAZARDOUS MATERIALS ·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. ·MPCA 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. 11.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. 12.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. ·MPCA DISPOSAL REQUIREMENTS WILL BE FOLLOWED FOR ALL SOLID WASTE. ·SOLID WASTE STORAGE CONTAINERS AND PROPER DISPOSAL SHALL BE CONSIDERED INCIDENTAL TO THE CONSTRUCTION CONTRACT. 13.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. 14.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. 15.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. 16.BIOFILTRATION 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 HH ST ST M ST X X X ST O ST O ST O ST O ST O STO STO ST O STOSTO ST O ST O GR A N D P R A I R I E P A R K W A Y WA T WA T WA T WA T WA T WA T WAT WAT STO STO ST O 8" P V C ( P E R G I S ) PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N WATWAT 24 " A 2 0 0 0 ( P E R G I S ) 8" PVC (PER GIS) T PROPOSED BUILDING 9613 SF FFE = 1019.00 SANITARY SEWER STUB-3 IE=1013.00 (W) VERIFY WITH MEPCO-13 RE=1018.64 IE=1012.77 (E) IE=1012.67 (S) 11 LF-6" PVC @ 2.00% MH-12 RE=1018.69 IE=1010.70 (N) IE=1012.60 (E) IE=1010.60 (S) 98 L F - 6 " P V C @ 2 . 0 0 % 24 2 L F - 6 " P V C @ 2 . 0 0 % 6" GATE VALVE 6"-90° BEND 133 LF-6" WM 6" FIRE SERVICE STUB VERIFY WITH MEP 3 LF-6" WM 19 LF-6" PVC @ 2.16% SANITARY SEWER STUB-2 IE=1013.00 (W) VERIFY WITH MEP CONNECT TO EXISTING WATERMAIN AND INSTALL HYDRANT LEAD FIELD VERIFY LOCATION AND ELEV. 1000 GAL. SAND AND OIL INTERCEPTOR (OLDCASTLE PRECAST OR APPROVED EQUAL) VENT LINES - SEE PLUMBING PLANS ST 8"x 8" TEE 87 L F - 8 " W M 4 LF-8" WM 8"x 6" TEE SALVAGE AND RELOCATE EXISTING HYDRANT 3' OFF BACK OF CURB 6" x 2" TEE 6"x 6" TEE HYD. W/AUX. VALVE GRND ELEV=1016.6 5 LF - 6" WM 2" CURB STOP 2" DOMESTIC STUB VERIFY WITH MEP 2" WATER SERVICE GA S GA S GA S PUG PUG PU G PU G PU G MH-11 EXTERNAL DROP STRUCTURE RE=1016.10 IE=1005.77 (N) (OUTSIDE DROP) IE=1000.77 (W) CONSTRUCT MH OVER EXIST. 8" STUB (FIELD VERIFY LOCATION AND ELEVATION) MH-10 EXTERNAL DROP STRUCTURE RE=1015.9± IE=999.53 (E) (OUTSIDE DROP) IE=989.32± (EXIST. W) 62 LF-8" PVC @ 2.00% HYD. W/AUX. VALVE CONNECTIONS FOR ELECTRIC AND NATURAL GAS TO BE COORDINATED WITH UTILITY SERVICE PROVIDERS. GAS METER ELECTRIC METER TRANSFORMER FDC FIRE RISER ROOM PROPOSED 20' PRIVATE UTILITY EASEMENT PROPOSED CONSTRUCTION EASEMENT 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 IO W 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 6 1 1 5 3 . 0 0 \ D W G \ C I V I L \ 0 0 6 1 1 5 3 U T 0 1 . D W G 06/05/2026 LE S S C H W A B T I R E C E N T E R C500 WA U K E E , I A LE S S C H W A B TI R E C E N T E R SA N I T A R Y SE W E R & WA T E R P L A N S 06 / 0 5 / 2 0 2 6 ... 02 / 2 4 / 2 6 20 9 0 0 N E C O O L E Y R D BE N D , O R 9 7 7 0 1 LE S S C H W A B T I R E CE N T E R S P1 7 3 0 5 DA V I D B A D E NOT FOR CONSTUCTION © 2 0 2 6 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 0'30'60'90' 03 / 1 6 / 2 0 2 6 4/ 1 7 / 2 0 2 6 5/ 1 9 / 2 0 2 6 6/ 0 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 . 30 ' 6' o r 3' PROJECT NUMBER: 0061153.00 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.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 AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER 2025 WAUKEE SPECIFICATIONS FOR PUBLIC IMPROVEMENTS, AND IN ACCORDANCE WITH THE 2026 EDITION OF IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS (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 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 WITH SANITARY SEWER OR STORM SEWER AND WATER LINES SHALL CROSS ABOVE ANY SEWER. IF THIS IS NOT ACHIEVABLE, SANITARY AND STORM SEWER SHALL BE CONSTRUCTED OF A MATERIAL APPROVED FOR USE WITHIN A BUILDING. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10-FEET OF THE CROSSING. 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 6' 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 A WATER LINE SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATER THAN 15 FEET. SANITARY SEWER PIPE WITHIN 10 FEET OF THE BUILDING AND UNDER FOOTINGS, AND WITHIN 10 FEET OF A 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. ALL SANITARY SEWER SHALL BE TESTED. 14.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE. 15.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 WATERMAIN & SANITARY SEWER NOTESSANITARY SEWER AND WATERMAIN LEGEND EXISTING PROPOSED SANITARY SEWER STORM SEWER WATER MAIN EASEMENT LINE PROPERTY LINE HYDRANT GATE VALVE DRAIN TILE FLARED END SECTION (WITH RIPRAP) LIGHT POLE GAS UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE OVERHEAD ELECTRIC OVERHEAD TELEPHONE TELEPHONE FIBER OPTIC CABLE TELEVISION SANITARY SEWER FORCE MAIN CURB AND GUTTER SAN STO WAT WAT GAS GAS PUG PUG TUG TOH POH POH TOH TOH FO FO CTV CTV FM FM S DT UTILITY CROSSINGS HH HH ST ST M ST X X ST O ST O ST O RIM=1013.40 INV(N)=1011.05 RIM=1012.99 INV(W)=1011.24 12" RCP ST O ST O RIM=1014.54 INV(E)=1010.89 INV(W=1010.74 INV(S)=1010.79 INV=1012.41 15 " R C P 18" RCP 18 " R C P STO STO RIM=1014.91 INV(N)=1010.41 INV(SE)=1010.26 18" RCP RIM=1016.30 INV(S)=1011.55 NO INV NORTH FABRIC IN WAY RIM=1016.33 SUMP=1013.53 FABRIC IN WAY OF INVERT ST O RIM=1017.51 NO INV DATA FULL OF WATER RIM=1017.44 NO INV DATA FULL OF WATER RIM=1017.18 NO INV DATA LOCKED RIM INV=1014.08 RIM=1015.12 INV(E)=1011.32 INV(W)=1011.62 INV=1013.58 15" RCP (PER GIS) STOSTO RIM=1012.63 INV(W)=1009.93 INV=1013.46 ST O ST O UNKNOWN TERMINUS GR A N D P R A I R I E P A R K W A Y WA T WA T WA T WA T WA T WA T WAT WAT STO STO ST O 15" STORM SEW E R ( P E R G I S ) 15 " S T O R M SE W E R ( P E R G I S ) 15 " R C P ( P E R G I S ) 12 " R C P (P E R G I S ) 8" P V C ( P E R G I S ) PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N WATWATWAT8" PVC (PER GIS) 15" STORM SEWER T PROPOSED BUILDING 9613 SF FFE = 1019.00 CBMH-128 RE=1017.66 IE=1013.98 (SE) IE=1013.52 (NE) CBMH-127 RE=1017.79 IE=1013.38 (SW) IE=1013.38 (E) 28 LF-12" HDPE @ 0.50% CBMH-126 RE=1017.99 IE=1012.95 (W) IE=1012.95 (SE) 86 LF-12" HDPE @ 0.50% 18" FES-120 IE=1012.40 81 LF-12" HDPE @ 0.51% CBMH-125 RE=1017.89 IE=1014.48 (SE) 50 L F - 1 2 " H D P E @ 0 . 5 0 % CBMH-124 RE=1018.02 IE=1014.23 (NW) IE=1014.23 (E) CB 2' x 3'-112 RE=1016.09 IE=1013.01 (N) 70 LF-12" HDPE @ 0.50% CB 2' x 3'-111 RE=1015.76 IE=1012.66 (S) IE=1012.66 (W) 12" FES-110 IE=1012.40 51 LF-12" HDPE @ 0.51% OCS-101 RE=1017.00 REFER TO SHEET C601 FOR OCS DETAIL IE=1010.90 (E) ST 83 LF- 1 8 " R C P @ 0 . 5 9 % STMH-100 RE=1014.72 IE=1010.41 (W) IE=1010.41 (N) IE=1010.26 (E) STORM SEWER STUB-143A IE=1015.50 (NW) VERIFY WITH MEP 63 LF-4" PVC @ 2.43% STORM SEWER STUB-154 IE=1014.12 (NE) VERIFY WITH MEP STMH-122 (60" Ø) RE=1017.68 IE=1013.01 (SW) IE=1013.01 (W) IE=1013.01 (S) IE=1013.01 (N) 53 LF - 6 " P V C @ 2 . 0 8 % 8 LF-15" HDPE @ 0.50% CBMH-121 (48" Ø) RE=1017.87 IE=1012.54 (S) IE=1012.54 (NW) IE=1012.54 (W) IE=1012.54 (NE) 87 LF-15" HDPE @ 0.50% STORM SEWER STUB-157 IE=1013.79 (E) VERIFY WITH MEP 41 LF-4" PVC @ 3.07% STORM SEWER STUB-155 IE=1013.50 (E) VERIFY WITH MEP 22 LF-4" PVC @ 2.42% STORM SEWER STUB-156 IE=1013.98 (E) VERIFY WITH MEP 46 LF-6" PVC @ 2.12% 4"x15" WYE CONNECTION 28 LF - 1 8 " HDPE @ 0.49% CBMH-123 RE=1017.64 IE=1013.55 (W) IE=1013.55 (E) IE=1013.55 (N) 137 LF-12" HD P E @ 0 . 5 0 % 10 6 L F - 1 5 " H D P E @ 0 . 5 1 % CB 2' x 3'-123A RE=1016.40 IE=1013.96 (W) 84 LF-12" HDPE @ 0.50% 12" FES-102 IE=1013.70 (E) 13 LF-12" HDPE @ 0.00% 6" D R A I N T I L E @ 0 . 0 0 % GA S GA S GA S PUG PUG PU G PU G PU G CO-104 IE=1010.90 CO-103 IE=1010.90 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 IO W 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 6 1 1 5 3 . 0 0 \ D W G \ C I V I L \ 0 0 6 1 1 5 3 S T 0 1 . D W G 06/05/2026 LE S S C H W A B T I R E C E N T E R C501 WA U K E E , I A LE S S C H W A B TI R E C E N T E R ST O R M SE W E R P L A N 06 / 0 5 / 2 0 2 6 ... 02 / 2 4 / 2 6 20 9 0 0 N E C O O L E Y R D BE N D , O R 9 7 7 0 1 LE S S C H W A B T I R E CE N T E R S P1 7 3 0 5 DA V I D B A D E NOT FOR CONSTUCTION © 2 0 2 6 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 0'30'60'90' 03 / 1 6 / 2 0 2 6 4/ 1 7 / 2 0 2 6 5/ 1 9 / 2 0 2 6 6/ 0 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 . 30 ' 6' o r 3' PROJECT NUMBER: 0061153.00 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.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 STORM SEWER MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS AND IN ACCORDANCE WITH THE CURRENT EDITION OF IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS (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 SPECIFICATIONS OF THE LOCAL JURISDICTION AND IOWA PLUMBING CODE. 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.A MINIMUM VERTICAL SEPARATION OF 12 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH STORM SEWER AND WATER LINES SHALL CROSS ABOVE ANY SEWER. IF THIS IS NOT ACHIEVABLE, STORM SEWER SHALL BE CONSTRUCTED OF A MATERIAL APPROVED FOR USE WITHIN A BUILDING. THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10-FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER. 8.UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED. 9.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 4- TO 10-INCHES IN DIAMETER 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. 10.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE. 11.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 STORM SEWER NOTES STORM SEWER LEGEND EXISTING PROPOSED SANITARY SEWER STORM SEWER WATER MAIN EASEMENT LINE PROPERTY LINE HYDRANT GATE VALVE DRAIN TILE FLARED END SECTION (WITH RIPRAP) LIGHT POLE GAS UNDERGROUND ELECTRIC UNDERGROUND TELEPHONE OVERHEAD ELECTRIC OVERHEAD TELEPHONE TELEPHONE FIBER OPTIC CABLE TELEVISION SANITARY SEWER FORCE MAIN CURB AND GUTTER SAN STO WAT WAT GAS GAS PUG PUG TUG TOH POH POH TOH TOH FO FO CTV CTV FM FM S DT 100 STRUCTURE STORM SEWER CASTING SCHEDULE NUMBER TYPE SIZE CASTING TYPE STMH 48" 101 121 122 123 123A 124 125 126 OCS CBMH STMH CBMH CBMH CBMH CBMH CBMH SEE DETAIL SW-602 48" 48" 60" 48" 48" 48" 48" 48" 127 CBMH 48" 1 CROSSING UPPER UTILITY BOTTOM OF PIPE LOWER UTILITY TOP OF PIPE 2 4 UTILITY CROSSINGS WATER MAIN ELEV = 1011.77 STORM ELEV = 1013.27 WATERMAIN ELEVATION BASED ON 5.5' DEPTH LOWER WATER MAIN TO MAINTAIN 18" SEPARATION ELEV=1011.77 SANITARY ELEV = 1013.19 STORM ELEV = 1015.13 WATER ELEV = 1009.12 STORM ELEV = 1011.33 2 3 SANITARY ELEV = 1009.23 STORM ELEV = 1014.20 3 4 1 128 CBMH 48" 111 CBMH 48" 112 CBMH 48" SW-602 SW-603-R SW-603-R SW-603-R SW-603-R SW-603-R SW-603-R SW-603-R SW-603-R SW-603-R SW-603-R 1 C300 ASPHALT PAVEMENT - STANDARD CROSS SECTION   NOT TO SCALE SEE EARTHWORK & PAVEMENT SECTIONS OF GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION UNDER PAVEMENT. 6" MIN. * 6" NOTES: 1.PRIOR TO PLACING STRUCTURAL FILL, SUBRADE SHOULD BE PREPARED ACCORDING RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT. IF SOFT SOILS ARE ENCOUNTERED, THEY SHOULD BE REMOVED AND REPLACE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 2.LIFTS OF FILL ARE TO BE COMPACTED IN LAYERS NO GREATER THAN 8" THICK. 3.FILL TO BE WITHIN 2% OF OPTIMUM MOISTURE *REFER TO GEOTECHNICAL REPORT FOR ALL MATERIAL THICKNESS  UNLESS DIRECTED OTHERWISE BY OWNER. GEOTEXTILE SEPARATION FABRIC (MIRAFI 160N OR APPROVED EQUAL) ASPHALT PLACED IN LIFTS AND COMPACTED TO STANDARD PER GEOTECH REPORT IMPORTED CRUSHED BASE COURSE IN ACCORDANCE WITH GEOTECH RECOMMENDATIONS. COMPACTED TO A MINIMUM OF 95% OF ASTM D1557. T T/3 T T/3T = PAVEMENT       THICKNESS CONSTRUCTION JOINT CONTRACTION JOINT (MAX. 6' BETWEEN CONTRACTION JOINTS IN SIDEWALK) (MAX. 10' BETWEEN CONTRACTION JOINTS IN CONC. PAVEMENT) CONSTRUCTION JOINT 1/2" VERT. HAND TOOLED CUT POURED JOINT SEALANT RECESSED 1/8" TO 1/4" BELOW TOP OF PAVEMENT BACKER ROD TO FIT SNUG IN JOINT 1/8" VERT. HAND TOOLED JOINT WITH ROUND EDGES (OR SAWCUT PER SPECIFICATIONS) NOTES: 1.ALL CONCRETE SURFACE TO HAVE LIGHT BROOM FINISH. 2.CONTRACTOR TO PROVIDE A CONSTRUCTION JOINT WHERE CONCRETE PAVEMENT MEETS CURB AND GUTTER. (DOWELING NOT REQUIRED AT CURB AND GUTTER) 3.PROVIDE EXPANSION JOINT FILLER AT BUILDING PER SPECIFICATIONS. DOWEL TO BUILDING ONLY PER STRUCTURAL DRAWINGS. 4.JOINT SEALANT PER SPECIFICATIONS. T = PAVEMENT       THICKNESS #6X18" @ 12" OC OR APPROVED EQUAL DOWELING SYSTEM POURED JOINT SEALANT RECESSED 1/8" TO 1/4" BELOW TOP OF PAVEMENT 5 C600 ASPHALT/CONCRETE JOINT DETAIL   NOT TO SCALE CONCRETE PAVEMENT - REFER TO GEOTECH REPORT7" 4 C600 HEAVY DUTY CONCRETE PAVEMENT   NOT TO SCALE 6" GEOTEXTILE SEPARATION FABRIC (MIRAFI 160N OR APPROVED EQUAL) IMPORTED "1-1/2 INCH MINUS" CRUSHED BASE COURSE COMPACTED TO A MINIMUM OF 95% OF ASTM D698. SEE EARTHWORK & PAVEMENT SECTIONS OF GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION UNDER PAVEMENT. NOTES: 1.SEE LANDSCAPE PLANS FOR FINISH & JOINTS 2.CONCRETE SHOULD HAVE MINIMUM ENTRAINED AIR CONTENT OF 5.0% AND UTILIZE TYPE V CEMENT. 3.SUBGRADE SHOULD BE PREPARED ACCORDING RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT. IF SOFT SOILS ARE ENCOUNTERED, THEY SHOULD BE REMOVED AND REPLACE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. *REFER TO GEOTECHNICAL REPORT FOR ALL MATERIAL THICKNESS  UNLESS DIRECTED OTHERWISE BY OWNER. CONCRETE SECTION PER CONCRETE PAVEMENT DETAIL 2'-0" BASE COURSE PER ASPHALT SECTION DETAIL SUBGRADE PER GEOTECH TRANSITION LENGTH AS REQUIRED 1:12 TRANSITION SLOPE BASE COURSE PER CONCRETE PAVEMENT DETAIL TACK COAT PER SPECIFICATIONS PLACE ASPHALT IN TRANSITION AREA IN (2) LIFTS ASPHALT SECTION PER ASPHALT PAVEMENT DETAIL 6 C600 ASPHALT/CONCRETE JOINT DETAIL   NOT TO SCALE KEYKEEPER WITH STAND   NOT TO SCALE 7 C600 NOTE: 1.SEE SHEET A151 FOR MANUFACTURER, MAKE, AND MODEL INFORMATION. 2.INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 3.SEE SHEET A150 FOR LOCATION(S) NOTE: 1.GLOBAL INDUSTRIAL: 6' OUTDOOR PARK BENCH WITH BLACK, STEEL SLAT, BLACK #T9F694854BK 2.INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 3.SEE SHEET A150 FOR LOCATION(S). 8 C600 BENCH   NOT TO SCALE 1'-714" 158" STEEL TUBING, COLOR POWDERED COATED TO MATCH BENCH AND TRASH RECEPTACLE LAG BOLTS PER MANUFACTURER STEEL ANCHOR PLATE CONCRETE FINISH GRADE PER CIVIL DRAWINGS 2'- 1 1 " NOTE: 1.MAGLIN MBR500-00003 (MBR500-S), SURFACE MOUNTED, COLOR TO MATCH BENCH AND TRASH. SEE SHEET A151 2.INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 3.SEE SHEET A150 FOR LOCATIONS(S). 9 C600 BIKE RACK   NOT TO SCALE 10 C600 TRASH RECEPTACLE   NOT TO SCALE NOTE: 1.GLOBAL INDUSTRIAL: OUTDOOR SLATTED STEEL TRASH CAN WITH RAIN BONNET LID, 36 GALLON, BLACK #T9F260804BK. 2.INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 3.SEE SHEET A150 FOR LOCATION(S) 11 C600 6" DIAMETER BOLLARD CROSS SECTION   NOT TO SCALE 3" 3'-0" 3'-0" 1" EXTERIOR BOLLARD NOTES: 1.05 5000 PLASTIC JACKET, COLOR: URBAN BRONZE (VERIFY COLOR WITH ARCHITECT). 2.ROUND SMOOTH CONCRETE TOP 3.05 5000 6" DIA. STANDARD STEEL PIPE FILLED WITH CONCRETE (2) COATS PRIMED 4.TO EXTEND 3'-0" ABOVE FINISHED GRADE, UNLESS NOTED OTHERWISE ON PLANS. 05 5000 PLASTIC JACKET, COLOR URBAN BRONZE (VERIFY COLOR WITH ARCHITECT) ROUND SMOOTH CONCRETE TOP 05 5000 6" DIA. STANDARD STEEL PIPE FILLED WITH CONCRETE (2) COATS PRIMED, (1) FINISH PER SPEC. FINISHED GRADE OR CONCRETE SLAB 03 3000 18" DIA. CONCRETE FOOTING 20"6" 6" 3'-6" 36" DIA. PARKING VAN ACCESSIBLE 12" 18" 6" 66" MAX 60" MIN WHITE BORDER WHITE LETTERS WHITE HANDICAP SYMBOL PER ANSI MNAC2020P1 BLUE BACKGROUND BLUE BACKGROUND WHITE LETTERS 1 1 4" SCH 40 STEEL PIPE 8" DIA. POWDER-COATED, CONCRETE -FILLED STEEL PIPE W/ DOMED TOP 05 5000 PLASTIC JACKET, COLOR URBAN BRONZE (VERIFY COLOR WITH ARCHITECT) FLUSH W/ GRADE AS PER PLAN SLOPE CONCRETE TO DRAIN CONCRETE BASE GRANULAR FILL NOTE: ALL SIGNS CALLED OUT TO BE MOUNTED IN BOLLARDS TO MATCH THIS DETAIL VEHICLE ID REQUIRED UP TO $200 FINE FOR VIOLATION 12 C600 SIGN IN BOLLARD   NOT TO SCALE 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 IO W 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 6 1 1 5 3 . 0 0 \ D W G \ C I V I L \ 0 0 6 1 1 5 3 D T 0 1 . D W G 06/05/2026 LE S S C H W A B T I R E C E N T E R C600 WA U K E E , I A LE S S C H W A B TI R E C E N T E R DE T A I L S 06 / 0 5 / 2 0 2 6 ... 02 / 2 4 / 2 6 20 9 0 0 N E C O O L E Y R D BE N D , O R 9 7 7 0 1 LE S S C H W A B T I R E CE N T E R S P1 7 3 0 5 DA V I D B A D E NOT FOR CONSTUCTION © 2 0 2 6 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 03 / 1 6 / 2 0 2 6 4/ 1 7 / 2 0 2 6 5/ 1 9 / 2 0 2 6 6/ 0 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 . 1' 0' o r 0' PROJECT NUMBER: 0061153.00 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 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 IO W 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 6 1 1 5 3 . 0 0 \ D W G \ C I V I L \ 0 0 6 1 1 5 3 D T 0 1 . D W G 06/05/2026 LE S S C H W A B T I R E C E N T E R C601 WA U K E E , I A LE S S C H W A B TI R E C E N T E R DE T A I L S 06 / 0 5 / 2 0 2 6 ... 02 / 2 4 / 2 6 20 9 0 0 N E C O O L E Y R D BE N D , O R 9 7 7 0 1 LE S S C H W A B T I R E CE N T E R S P1 7 3 0 5 DA V I D B A D E NOT FOR CONSTUCTION © 2 0 2 6 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 . 03 / 1 6 / 2 0 2 6 4/ 1 7 / 2 0 2 6 5/ 1 9 / 2 0 2 6 6/ 0 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 . 30 ' 6' o r 3' PROJECT NUMBER: 0061153.00 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. LAST REVISED: 08/10/17 ST01 A A RECTANGULAR CATCH BASIN GUTTER LINE TRANSITION SECTIONEXPANSION JOINT & FILLER B612 CURB TRANSITION SECTION GUTTER LINE EXPANSION JOINT & FILLER B612 CURB CATCH BASIN STRUCTUREBITUMINOUS PAVING DEPRESS CASTING 0.15' BELOW GUTTER LINE CONCRETE CURB & GUTTER BEYOND BOULEVARD ADJUST BOX HEIGHT TO MATCH TOP OF CONCRETE CURB SET CASTING IN MORTAR BED USE ADJUST RINGS AS NEEDED C.B. STRUCTURE-PRECAST CONC. 24"x36" (INSIDE) GROUT INVERT IN THE FIELD STORM SEWER AGGREGATE BASE BITUMINOUS PAVING SEE DETAIL ST16 FOR CASTING TYPE PRECAST BASE 4'4' PLAN VIEW SECTION A-A 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 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.BIOLFILTRATION BASIN 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 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. 18" 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, ELEVATION MAY VARY IN AGGREGATE 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 LAST REVISED: 03/13/2026 ST24 OUTLET CONTROL STRUCTURE #101 SECTION PLAN 12" INLET PIPE 12" OUTLET PIPE 11" ORIFICE IE = 1014.15 NOT TO SCALE 12" OUTLET PIPE 12" IN L E T P I P E 6" THICK CONCRETE WEIR WALL 48" 3" ORIFICE IE = 1010.90 IE = 1,013.70 IE = 1,010.90 WEIR WALL TOP = 1015.60 4' WIDE X 5.8' TALL WEIR WALL 6" DRAINTILE CONNECTION IE = 1010.9 BTM = 1009.9 SW-602 CASTING RIM = 1017.00 8" 8" STORM STRUCTURE PER SUDAS SW-401 6" D R A I N T I L E 6" TOP SLAB CONCRETE FILL MILLING AT SAWCUT SI53 NOTE: 1.PRIOR TO PLACEMENT OF WEAR COURSE, CONTRACTOR SHALL MILL 18" OF THE EXISTING PAVEMENT TO A DEPTH EQUAL TO THE PROPOSED WEAR COURSE. LAST REVISED: 06/26/19 MILL 18" PROPOSED BASE COURSE SAWCUT LINE EXISTING BITUMINOUS PAVEMENT PROPOSED WEAR COURSE T/ 3 T/ 2 NOTE: 1.THE JOINT FACES SHALL BE CLEANED AND DRIED BY SANDBLASTING AND AIR BLASTING, PRIOR TO SEALING THE JOINT. T = THICKNESS OF CONCRETE LAST REVISED: 08/15/17SAW CUT CONTROL JOINT SI22 1/2" DIAMETER DOWEL BARS 2'-8" LONG @ 2'-6" SPACING W/CAGE 1/8" FILL JOINT WITH FLOWABLE POLYURETHANE CAULK (SELF LEVELING) FLUSH WITH SURFACE LAST REVISED: 11/29/18FLUSH CURB AND GUTTER SI02-D SLOPE GUTTER TO MATCH (3/4" PER FT. TYP) TIP GUTTER OUT AS REQUIRED 3" RADIUS 1/2" RADIUS 7" 1/4" BACK 8.5" 20" 8"12" LAST REVISED: 11/29/18FLUSH CURB AND GUTTER SI02-D 12"8" 20" SLOPE GUTTER TO MATCH (1/4" PER FT. TYP, 1/2" PER FT. MAX.) TIP GUTTER OUT AS REQUIRED 3" RADIUS 1/2" RADIUS 7" 1/2" PER FT. MAX. 8.5" 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 IO W 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 6 1 1 5 3 . 0 0 \ D W G \ C I V I L \ 0 0 6 1 1 5 3 D T 0 1 . D W G 06/05/2026 LE S S C H W A B T I R E C E N T E R C602 WA U K E E , I A LE S S C H W A B TI R E C E N T E R DE T A I L S 06 / 0 5 / 2 0 2 6 ... 02 / 2 4 / 2 6 20 9 0 0 N E C O O L E Y R D BE N D , O R 9 7 7 0 1 LE S S C H W A B T I R E CE N T E R S P1 7 3 0 5 DA V I D B A D E NOT FOR CONSTUCTION © 2 0 2 6 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 . 03 / 1 6 / 2 0 2 6 4/ 1 7 / 2 0 2 6 5/ 1 9 / 2 0 2 6 6/ 0 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: 0061153.00 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 SI60 SI61 L= 1 5 2 . 5 9 R= 5 0 8 6 . 5 0 Δ= 1 ° 4 3 ' 0 8 " HH HH ST ST M ST X X ST O ST O ST O RIM=1013.40 INV(N)=1011.05 RIM=1012.99 INV(W)=1011.24 12" RCP ST O ST O RIM=1014.54 INV(E)=1010.89 INV(W=1010.74 INV(S)=1010.79 INV=1012.41 15 " R C P 18" RCP 18 " R C P STO STO RIM=1014.91 INV(N)=1010.41 INV(SE)=1010.26 18" RCP RIM=1016.30 INV(S)=1011.55 NO INV NORTH FABRIC IN WAY RIM=1016.33 SUMP=1013.53 FABRIC IN WAY OF INVERT ST O RIM=1017.51 NO INV DATA FULL OF WATER RIM=1017.44 NO INV DATA FULL OF WATER RIM=1017.18 NO INV DATA LOCKED RIM INV=1014.08 RIM=1015.12 INV(E)=1011.32 INV(W)=1011.62 INV=1013.58 15" RCP (PER GIS) STOSTO RIM=1012.63 INV(W)=1009.93 INV=1013.46 ST O ST O UNKNOWN TERMINUS GR A N D P R A I R I E P A R K W A Y 30.00 FOOT WATERMAIN EASEMENT PER BOOK 759, PAGE 232 (EX. 13) 10.00 FOOT WATERMAIN EASEMENT SHOWN ON THE PLAT OF OAKLEAF PLAT 1 PER BOOK 2015, PAGE 15704 (EX. 11) AND THE PLAT OF PARCEL 18-152 OUTLOT Z OAKLEAF PLAT 1 BOOK 2018 PAGE 23345 (EX. 12) 35.00 FOOT PRIVATE INGRESS EGRESS EASEMENT PER BOOK 2015, PAGE 15711 (EX. 19) PERPETUAL NEGATIVE EASEMENT PER BOOK 2015 PAGE 17071 (EX. 21) PRIMARY DRIVEWAY AREA SHOWN ON EXHIBIT A OF RECIPROCAL ACCESS EASEMENT PER BOOK 2019 PAGE 1498 (EX. 22) AND PER RECIPROCAL ACCESS EASEMENT EXPENSE SHARING AGREEMENT PER BOOK 2019, PAGE 2468 (EX. 23) AND 28. DECLARATION OF RECIPROCAL EASEMENTS, RESTRICTIONS, CONDITIONS AND COVENANTS PER BOOK 2021 PAGE 2190 (EX. 28) REMAINING EASEMENT AREA SHOWN ON EXHIBIT A OF RECIPROCAL ACCESS EASEMENT PER BOOK 2019 PAGE 1498 (EX. 22) AND PER RECIPROCAL ACCESS EASEMENT EXPENSE SHARING AGREEMENT PER BOOK 2019, PAGE 2468 (EX. 23) TEMPORARY CONSTRUCTION EASEMENT PER BOOK 2019 PAGE 10428 (EX. 24) PRIVATE WATER MAIN EASEMENT PER BOOK 2019 PAGE 10429 (EX. 25) TEMPORARY CONSTRUCTION EASEMENT PER BOOK 2019 PAGE 9939 (EX. 26) AND TEMPORARY CONSTRUCTION EASEMENT PER BOOK 2019 PAGE 10430 (EX.27) EASEMENT SHOWN ON PLAT OF OAKLEAF PLAT 1 PER BOOK 2015 PAGE 15704 (EX. 11) AND EASEMENT SHOWN ON PLAT OF PARCEL 18-152 PER BOOK 2018, PAGE 23345 (EX. 12) AND EASEMENT CONDEMNATION FOR ROAD PURPOSES PER BOOK 13 PAGE 96 (EX.14) AND EASEMENT CONDEMNATION FOR ROAD PURPOSES PER BOOK 14 PAGE 263 (EX. 15) PUBLIC UTILITY EASEMENT SHOWN ON PLAT OF OAKLEAF PLAT 1 PER BOOK 2015 PAGE 15704 (EX. 11) AND PUBLIC UTILITY EASEMENT EASEMENT SHOWN ON PLAT OF PARCEL 18-152 PER BOOK 2018, PAGE 23345 (EX. 12) AND PUBLIC UTILITY EASEMENT PER BOOK 2012 PAGE 5674 (EX. 16) 33.00 10.00 30.00 33.00 10.00 30.00 35 53.50 15 15 35 . 0 0 WA T WA T WA T WA T WA T WA T WAT WAT STO STO ST O 15" STORM SEW E R ( P E R G I S ) 15 " S T O R M SE W E R ( P E R G I S ) 15 " R C P ( P E R G I S ) 12 " R C P (P E R G I S ) 8" P V C ( P E R G I S ) PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G 40.00 FOOT PRIVATE INGRESS EGRESS EASEMENT PER BOOK 2015, PAGE 15711 (EX. 19) 40 . 0 0 SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N WATWAT 24 " A 2 0 0 0 ( P E R G I S ) 8" PVC (PER GIS) 15" STORM SEWER 33.00 FOOT ROAD EASEMENT SHOWN AND LABELED TO BE VACATED ON THE PLAT OF OAKLEAF PLAT 1 PER BOOK 2015 PAGE 15704 (EX. 11) 10 9 T 9 PROPOSED BUILDING 9613 SF FFE = 1019.00 ST GA S GA S GA S PUG PUG PU G PU G PU G C B A B A A B B A B A C C C PERENNIALS 11 HRD HAPPY RETURNS DAYLILY / HEMEROCALLIS X 'HAPPY RETURNS'#1 CONT.24" O.C.H 15-18" W 18-24" RCB NORTHERN EXPOSURE™ RED CORAL BELLS / HEUCHERA X 'TNHEUNER'#1 CONT.18" O.C.H 15-18" W 18-24" CODE QTY COMMON / BOTANICAL NAME SIZE SPACING MATURE SIZE CONIFEROUS TREES 14 ERC EASTERN REDCEDAR / JUNIPERUS VIRGINIANA 6' HT. B&B AS SHOWN H 30'-40' W 15'-20' BHS BLACK HILLS WHITE SPRUCE / PICEA GLAUCA 'DENSATA'6' HT. B&B AS SHOWN H 30'-40' W 15'-20' SCP SCOTCH PINE / PINUS SYLVESTRIS 6' HT. B&B AS SHOWN H 30'-60' W 30'-40' DECIDUOUS TREES 31 AGM ARMSTRONG GOLD® MAPLE / ACER RUBRUM 'JFS-KW78'2.5" CAL. B&B AS SHOWN H 35-40` W 10-12` PSH PRAIRIE SENTINEL® HACKBERRY / CELTIS OCCIDENTALIS 'JFS-KSU1'2.5" CAL. B&B AS SHOWN H 35-40` W 10-12` GSG GOLDSPIRE GINKGO / GINKGO BILOBA 'BLAGON'2.5" CAL. B&B AS SHOWN H 30'-35' W 10'-12' SKH SKYLINE® HONEY LOCUST / GLEDITSIA TRIACANTHOS INERMIS 'SKYCOLE'2.5" CAL. B&B AS SHOWN H 40'-50' W 30'-35' JAE JEFFERSON AMERICAN ELM / ULMUS AMERICANA 'JEFFERSON'2.5" CAL. B&B AS SHOWN H 50-80' W 40-60' ORNAMENTAL TREES 11 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 23 ANJ ANDORRA JUNIPER / JUNIPERUS HORIZONTALIS 'ANDORRA'#5 CONT.4`-0" O.C.H 3-4` W 3-4` DECIDUOUS SHRUB 47 RES REGENT SERVICEBERRY / AMELANCHIER ALNIFOLIA 'REGENT'#5 CONT.5`-0" O.C.H 4-6` W 4-6` AFD ARCTIC FIRE® RED TWIG DOGWOOD / CORNUS SERICEA 'FARROW'#1 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` GRASSES 60 KFG KARL FOERSTER FEATHER REED GRASS / CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'#1 CONT.30" O.C.H 3-4` W 2-3` PDS PRAIRIE DROPSEED / SPOROBOLUS HETEROLEPIS #1 CONT.24" O.C.H 2-3` W 2-3` PERENNIALS 11 HRD HAPPY RETURNS DAYLILY / HEMEROCALLIS X 'HAPPY RETURNS'#1 CONT.24" O.C.H 15-18" W 18-24" RCB NORTHERN EXPOSURE™ RED CORAL BELLS / HEUCHERA X 'TNHEUNER'#1 CONT.18" O.C.H 15-18" W 18-24" 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 IO W 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 6 1 1 5 3 . 0 0 \ D W G \ C I V I L \ 0 0 6 1 1 5 3 P L 0 1 . D W G 06/05/2026 LE S S C H W A B T I R E C E N T E R L100 WA U K E E , I A LE S S C H W A B TI R E C E N T E R LA N D S C A P E PL A N 06 / 0 5 / 2 0 2 6 06 / 0 5 / 2 0 2 6 06 / 0 5 / 2 0 2 6 ... 02 / 2 4 / 2 6 20 9 0 0 N E C O O L E Y R D BE N D , O R 9 7 7 0 1 LE S S C H W A B T I R E CE N T E R S P1 7 3 0 5 DA V I D B A D E . . LA 0 0 7 6 6 JE F F W E S T E N D O R F NOT FOR CONSTUCTION © 2 0 2 6 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 0'30'60'90' 1" = 30' 03 / 1 6 / 2 0 2 6 4/ 1 7 / 2 0 2 6 5/ 1 9 / 2 0 2 6 6/ 0 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 . 30 ' 6' o r 3' PROJECT NUMBER: 0061153.00 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 LANDSCAPE LEGEND SHRUBSOVERSTORY DECIDUOUS TREE OVERSTORY CONIFEROUS TREE PERENNIALS EDGER A SHREDDED HARDWOOD MULCH (TYP.) B EDGER (TYP.) C SOD (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 SUDAS TYPE 3 SEED MIX SEEDING NOTES LANDSCAPING REQUIREMENTS: ZONED:K-RR, KETTLESTONE RETAIL REGIONAL DISTRICT GENERAL: TREES: 1.5 OVERSTORY TREE/ 1,000 SF OF REQUIRED OPEN SPACE .5 UNDERSTORY TREE/ 1,000 SF OF REQUIRED OPEN SPACE SHRUBS: 2 SHRUB/ 1,000 SF OF REQUIRED OPEN SPACE PARKING LOT: 1 TREE/ PARKING LOT ISLAND ROW/PARKING LOT SETBACK:2 OVERSTORY TREES+8 SHRUBS/ 50 LF OF FRONATAGE BUFFER YARD: NO BUFFER YARD REQUIRED REQUIRED LANDSCAPING: LOT SIZE:100,594 SF OPEN SPACE REQUIRED (20%):20,118.8 SF (100,594*.2=20,118.80) TREES: ZONING 31 OVERSTORY TREES (20,118.8/1,000= 20.1*1.5= 30.2= 31) 11 UNDERSTORY TREES (20.1*.5= 10.05= 11) PARKING LOT 2 (2 ISLANDS) ROW/PARKING LOT 12 (295/50= 5.9*2=11.8= 12) TOTAL 45 OVERSTORY TREES REQUIRED 11 UNDERSTORY TREES REQUIRED SHRUBS: ZONING 11 (10,592/1,000= 10.6= 11) ROW/PARKING LOT 52 (323/50= 6.46*8= 51.68= 52) TOTAL 63 SHRUBS PROVIDED LANDSCAPING: TREES: 56 (31 PROPOSED DECIDUOUS TREES + 14 PROPOSED CONIFEROUS TREES + 11 PROPOSED UNDERSTORY TREES) SHRUBS:58 (47 PROPOSED DECIDUOUS SHRUBS + 11 PROPOSED CONIFEROUS SHRUBS) OPEN SPACE: 45,608 SF (45.33%) +++CITY REQUIREMENTS MET+++ LANDSCAPE SUMMARY WETLAND SEED MIX SUDAS TYPE 3 SEED MIXTURE (OR A MIX COMPRISED OF SIMILAR VARIETIES OF GRASSES AND FORBES TO BE APPROVED BY LANDSCAPE ARCHITECT). SEED MIX AVAILABLE FROM UNITED SEEDS INC (unitedseed.com) 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. AREA TO BE SEEDED 8,728 SF HH HH ST ST M ST X X ST O ST O ST O ST O ST O STO STO ST O STOSTO ST O ST O WA T WA T WA T WA T WA T WA T WAT WAT STO STO ST O PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G PU G SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N WATWAT 10 9 T 9 PROPOSED BUILDING 9613 SF FFE = 1019.00 ST GA S GA S GA S PUG PUG PU G PU G PU G 8 8888888 8888 88888888 51 51 51 51 51 51 51 5151 51 51 51 51 51 51 51 5151 8 8 8 8 8 01C0101 M 51 8 8 8 8 3 4" 3 4" 3 4" 1" 1" 3 4" 1" 1" 114" 3 4" 3 4" 3 4"3 4" 3 4" 3 4" 3 4" 3 4" 3 4"1" 1" 114" 12" 114" 12" SYMBOL MANUFACTURER/MODEL QTY ARC GPM RADIUS RAIN BIRD 1806-U-PRS 08 HE-V 29 ADJ ≤ 1.19 8' RAIN BIRD 1806-U-PRS 15 HE-V 19 ADJ ≤ 3.71 15' SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD XCZ-100-LC 1" WIDE FLOW DRIP CONTROL KIT, FOR LIGHT COMMERCIAL USES. 1IN. PEB VALVE, WITH 1IN. PRESSURE REGULATING 40PSI BASKET FILTER. 0.3-20 GPM. 8 RAIN BIRD PCT PCT-07 PRESSURE COMPENSATING THREADED LOW-FLOW BUBBLERS. OFFERED IN 5 GPH, 7 GPH, AND 10 GPH MODELS, WITH 1/2IN. FPT THREADED INLET. LIGHT BROWN = 5 GPH, VIOLET = 7 GPH, AND GREEN = 10 GPH. 56 AREA TO RECEIVE DRIPLINE RAIN BIRD XFDE-06-12 XFDE ON-SURFACE PRESSURE COMPENSATING LANDSCAPE DRIPLINE. 0.6 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. UV & KINK RESISTANT. USE XF INSERT FITTINGS. 2,476 LF SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD PEB 1" 1IN., 1-1/2IN., 2IN. PLASTIC INDUSTRIAL REMOTE CONTROL VALVE. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. 6 RAIN BIRD PESB 1" 1IN., 1-1/2IN., 2IN., 3IN. PLASTIC INDUSTRIAL MASTER VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH SCRUBBER TECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTY WATER IRRIGATION APPLICATIONS. 1 RAIN BIRD ESP4ME3 WITH (3) ESP-SM6 22 STATION, HYBRID MODULAR OUTDOOR CONTROLLER. FOR RESIDENTIAL OR LIGHT COMMERCIAL USE. LNK WIFI MODULE AND FLOW SENSOR READY. 1 RAIN BIRD LNK2WIFI UPGRADES CONTROLLERS (ESP-M, ESP-RZXE, ST8) TO HAVE WEATHER DATA FOR ET-BASED ADJUSTMENTS (WATERSENSE APPROVED) & WIFI CAPABILITIES - 1 RAIN BIRD WR2-RFS WIRELESS RAIN/FREEZE SENSOR.1 POINT OF CONNECTION 1"1 IRRIGATION LATERAL LINE: HDPE PE3408 DR 11 3/4"1,594 LF IRRIGATION LATERAL LINE: HDPE PE3408 DR 11 1"57.3 LF IRRIGATION LATERAL LINE: HDPE PE3408 DR 11 1 1/4"11.1 LF IRRIGATION MAINLINE: PVC SCHEDULE 40 1/2"236.9 LF IRRIGATION MAINLINE: PVC SCHEDULE 40 3/4"57.5 LF IRRIGATION MAINLINE: PVC SCHEDULE 40 1"66.3 LF IRRIGATION MAINLINE: PVC SCHEDULE 40 1 1/4"508.5 LF PIPE SLEEVE: PVC SCHEDULE 40 104.2 LF 8 51 M C XX XX XX Valve Number Valve Size Valve Flow Valve Callout ## #" IRRIGATION SCHEDULE Generated:2026-05-28 14:43 P.O.C. NUMBER: 01 Water Source Information: FLOW AVAILABLE Point of Connection Size:1" Flow Available 19.62 GPM PRESSURE AVAILABLE Static Pressure at POC:55 PSI Pressure Available:55 PSI DESIGN ANALYSIS Maximum Station Flow:15.11 GPM Flow Available at POC:19.62 GPM Residual Flow Available:4.51 GPM Design Pressure:30 PSI Friction Loss:0.22 PSI Fittings Loss:0.02 PSI Elevation Loss:0 PSI Loss through Valve:1.62 PSI Pressure Req. at Critical Station:31.9 PSI Loss for Fittings:1.5 PSI Loss for Main Line:15.0 PSI Loss for POC to Valve Elevation:0 PSI Loss for Backflow:0 PSI Loss for Master Valve:1.62 PSI Critical Station Pressure at POC:50.0 PSI Pressure Available:55 PSI Residual Pressure Available:5.02 PSI CRITICAL ANALYSIS 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 IO W 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 6 1 1 5 3 . 0 0 \ D W G \ C I V I L \ 0 0 6 1 1 5 3 P L 0 1 . D W G 06/05/2026 LE S S C H W A B T I R E C E N T E R L101 WA U K E E , I A LE S S C H W A B TI R E C E N T E R IR R I G A T I O N PL A N 06 / 0 5 / 2 0 2 6 06 / 0 5 / 2 0 2 6 06 / 0 5 / 2 0 2 6 ... 02 / 2 4 / 2 6 20 9 0 0 N E C O O L E Y R D BE N D , O R 9 7 7 0 1 LE S S C H W A B T I R E CE N T E R S P1 7 3 0 5 DA V I D B A D E . . LA 0 0 7 6 6 JE F F W E S T E N D O R F NOT FOR CONSTUCTION © 2 0 2 6 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 0'30'60'90' 1" = 30' 03 / 1 6 / 2 0 2 6 4/ 1 7 / 2 0 2 6 5/ 1 9 / 2 0 2 6 6/ 0 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 . 30 ' 6' o r 3' PROJECT NUMBER: 0061153.00 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.PRIOR TO CUTTING INTO THE SOIL, LOCATE ALL CABLES, CONDUITS, & OTHER UTILITIES THAT ARE COMMONLY FOUND UNDERGROUND, & TAKE PROPER PERCAUTIONS NOT TO DAMAGE OR DISTURB SUCH IMPROVEMENTS. 2.THE INSTALLATION OF THE IRRIGATION SYSTEM SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS AND CODES. 3.THE IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY FOR CLARITY. PIPE + HEAD PLACEMENT MAY NEED TO BE ADJUSTED TO ACCOMMODATE SITE CONDITIONS. 4.ADJUST ALL SPRAY HEADS TO AVOID OVERTHROW ONTO WALLS OR STREETS. AVOID UTILITY BOXES, TRANSFORMERS, ETC. USE DIFFERENT SPRAY PATTERNS THAN SHOWN IF OBSTACLES ENCOUNTERED REQUIRE IT. 5.ALL PIPE + WIRING UNDER PAVING & ROADWAYS SHALL BE SLEEVED. PIPES MAY BE PIPED TOGETHER IF AN EQUIVALENT INCREASE IN SLEEVE SIZE IS MADE. 6.CONTROLLER IS TO BE MOUNTED AS DETAILED. COORDINATE ELECTRICAL WORK WITH ELECTRICAL CONTRACTOR. 7.IRRIGATION CONTRACTOR TO INSTALL QTY. 1 EZ-11 @ EVERY VALVE LOCATION. 8.THE USE OF MANUFACTURER'S NAME AND MODEL OR CATALOG # IS FOR THE PURPOSE OF ESTABLISHING THE STANDARD OF QUALITY & CONFIGURATION DESIRED. DESIGN OF IRRIGATION SYSTEM IS BASED ON THESE MATERIALS. IF OTHER EQUIPMENT IS SUBSTITUTED, WITH APPROVAL, DESIGN REQUIREMENTS ARE TO BE ADJUSTED ACCORDINGLY. 9.IRRIGATION SYSTEM REQUIRES A MIN OF 12.1 GPM @ 55 PSI AT POINT OF CONNECTION TO DOMESTIC WATER SOURCE. IF ADEQUATE PRESSURE IS NOT AVAILABLE, A BOOSTER PUMP WILL BE REQUIRED. IRRIGATION NOTES 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 IO W 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 6 1 1 5 3 . 0 0 \ D W G \ C I V I L \ 0 0 6 1 1 5 3 P L 0 1 . D W G 06/05/2026 LE S S C H W A B T I R E C E N T E R L102 WA U K E E , I A LE S S C H W A B TI R E C E N T E R LA N D S C A P E & I R R G A T I O N DE T A I L S 06 / 0 5 / 2 0 2 6 06 / 0 5 / 2 0 2 6 06 / 0 5 / 2 0 2 6 ... 02 / 2 4 / 2 6 20 9 0 0 N E C O O L E Y R D BE N D , O R 9 7 7 0 1 LE S S C H W A B T I R E CE N T E R S P1 7 3 0 5 DA V I D B A D E . . LA 0 0 7 6 6 JE F F W E S T E N D O R F NOT FOR CONSTUCTION © 2 0 2 6 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 0'1'2'3' 1" = 1' 03 / 1 6 / 2 0 2 6 4/ 1 7 / 2 0 2 6 5/ 1 9 / 2 0 2 6 6/ 0 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 . 1' 0' o r 0' PROJECT NUMBER: 0061153.00 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: 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 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. 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 LANDSCAPE DETAILS IRRIGATION DETAILS 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 IO W 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 6 1 1 5 3 . 0 0 \ D W G \ C I V I L \ 0 0 6 1 1 5 3 P L 0 1 . D W G 06/05/2026 LE S S C H W A B T I R E C E N T E R L103 WA U K E E , I A LE S S C H W A B TI R E C E N T E R LA N D S C A P E & I R R I G A T I O N NO T E S 06 / 0 5 / 2 0 2 6 06 / 0 5 / 2 0 2 6 06 / 0 5 / 2 0 2 6 ... 02 / 2 4 / 2 6 20 9 0 0 N E C O O L E Y R D BE N D , O R 9 7 7 0 1 LE S S C H W A B T I R E CE N T E R S P1 7 3 0 5 DA V I D B A D E . . LA 0 0 7 6 6 JE F F W E S T E N D O R F NOT FOR CONSTUCTION © 2 0 2 6 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 0'1'2'3' 1" = 1' 03 / 1 6 / 2 0 2 6 4/ 1 7 / 2 0 2 6 5/ 1 9 / 2 0 2 6 6/ 0 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 . 1' 0' o r 0' PROJECT NUMBER: 0061153.00 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.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. 5.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.PLANTS TO BE INSTALLED AS PER IALA & ANSI STANDARD PLANTING PRACTICES. 6.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. 7.OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 8.PRUNE PLANTS AS NECESSARY - PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND PROPOSED TREES. 9.WRAP ALL SMOOTH-BARKED TREES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 10.STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 11.BACKFILL SOIL AND TOPSOIL TO ADHERE TO I/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. 12.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). 13.ALL DISTURBED AREAS TO BE SODDED, UNLESS OTHERWISE NOTED. 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. 14.PARKING LOT ISLANDS TO BE MULCHED WITH SHREDDED HARDWOOD MULCH. 15.PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. 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. 16.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. 17.REPAIR, REPLACE, OR PROVIDE SOD AS REQUIRED FOR ANY ROADWAY BOULEVARD AND RIGHT OF WAY AREAS ADJACENT TO THE SITE DISTURBED DURING CONSTRUCTION. 18.REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 19.ALL PLANTS TO MEET CITY OF WAUKEE MINIMUM SIZE STANDARDS, STANDARDS FOR TREE HEIGHT ARE AS FOLLOWS: ·DECIDUOUS OVERSTORY TREE SHALL BE A MINIMUM HEIGHT OF 8 FT ·EVERGREEN TREES SHALL BE A MINIMUM HEIGHT OF 6 FT ·UNDERSTORY TREES SHALL BE A MINIMUM HEIGHT OF 6 FT PLANTING NOTES ELEVATION GENERAL NOTES: A. ANY SIGNAGE DEPICTED ON ELEVATIONS IS TO BE PERMITTED SEPARATELY, BY OWNER. B. ALL VERTICAL DIMENSIONS SHOWN ARE FROM FINISH FLOOR. C. REF CIVIL AND STRUCTURAL DRAWINGS FOR GRADE CHANGES AND RETAINING WALL DIMENSIONS AND LOCATIONS. D. CONNECT ALL ROOF DRAINS AND DOWNSPOUTS TO SUBGRADE DRAINAGE SYSTEM. REF CIVIL DRAWINGS. E. COORDINATE WITH SIGNAGE PLANS REQUIRED STRUCTURAL SUPPORTS USING GALVANIZED EXPANSION ANCHORS AND REQUIRED ELECTRICAL ROUGH-IN LOCATIONS. ENSURE ELECTRICAL IS PROVIDED AT ALL EXTERIOR SIGNAGE AND TERMINATED AT SIGN. F. PROVIDE BACKING AT LOCATIONS WHERE EXTERIOR LIGHTS ARE SHOWN ON METAL PANEL SYSTEM. COORDINATE WITH LIGHT MANUFACTURERS SPECIFICATIONS AND REQUIREMENTS. G. EXPOSED STEM CONCRETE WALLS IN LANDSCAPED AREAS ARE TO HAVE MULCH OR GROUNDCOVER AGAINST EXPOSED CONCRETE TO HIDE FOOTING. H. REFER TO SHEET E501 LIGHTING FIXTURE SCHEDULE FOR EXTERIOR LIGHT FIXTURE MOUNTING HEIGHTS . I. VERIFY LOCAL FIRE DEPARTMENT REQUIREMENTS FOR ADDRESS NUMBER LOCATION. 1. NOT USED. 2. SIGNAGE BY CARLSON SIGN, REF 5/A503 FOR ATTACHMENT DETAIL. 3. ADDRESS NUMBER LOCATION, COORD W/ AHJ. 4. PRE-FINISHED METAL FASCIA/FLASHING. 5. GUTTER (6"W X 6"D) AND DOWNSPOUT (4" X 4" RECTANGULAR). ELEVATION KEY NOTES:1 MATERIAL LEGEND: PC-1 PC-2 PC-3 PC-4 PC-5 TL-1 PT-1 PF-1 ENSURE ALL COLORS RETURN INTO JAMBS AND INTERIOR CORNERS, TYP. PRECAST EXPOSED AGGREGATE (COLOR: WHITE LIMESTONE) PRECAST 8" HORIZONTAL STAMP (STAIN SW, COLOR: 7068-GRIZZLE GRAY) PRECAST RAKED VERTICALLY (STAIN SW, COLOR: 8261-7797 -LS COLONIAL RED 2020) PRECAST SMOOTH (STAIN SW, COLOR: 7004 SNOWBOUND) PRECAST SMOOTH (STAIN SW, COLOR: 7068-GRIZZLE GRAY) LARGE FORMAT TILE, CORONADO STONE: GETTYSTONE -BLACK FOREST *PRE MANUFACTURED CORNER PIECES TO BE USED AT ALL EXTERIOR CORNERS EXTERIOR PAINT, COLOR: SW 8261-10059-LS BRONZE 2020 PRE-FINISHED METAL COLOR TO MATCH: SW 8261-10059-LS BRONZE 2020 GROUND FLOOR 100'-0" WAINSCOT 104'-0" UPPER CHANGE 119'-4" TO LOW PARAPET 125'-4" 761 T.O. STOREFRONT 112'-0" 5432 TO UPPER PARAPET 127'-4" TO CANOPY 114'-8" B.O. STOREFRONT 102'-0" PC-3 PC-5 PC-5 PC-4 TL-1 PC-2 PC-2 PC-2 PC-2PC-2PC-2 PT-1PT-1PT-1PT-1PT-1PT-1PT-1PT-1PC-2 PF-1 PC-1 2 A221 ______________1 A221 ______________2 A220 ______________1 A220 ______________ T.O. PARAPET 126'-4" 0102 PF-1 2 2 2 2 1.1 1.6 5.13.1 3 BEYOND PC-3PF-1PF-1PC-4PF-1PC-1 BEYOND PC-55 STREET FACING TOTAL WEST FACADE:4,219 S.F. TOTAL WEST FENESTRATION:999 S.F. PERCENTAGE FENESTRATION IN PEDESTRIAN VIEW:20% PC-1 PF-1 BUILDING MATERIALS PC-1 1,024 S.F.24.3% PC-2 173 S.F. 4.1% PC-3 564 S.F.13.4% PC-4 640 S.F. 15.2% PC-5 524 S.F.12.4% TL-1 38 S.F. 1.0% GLASS 999 S.F.23.7% GROUND FLOOR 100'-0" WAINSCOT 104'-0" UPPER CHANGE 119'-4" TO LOW PARAPET 125'-4" 7 6 15432 TO CANOPY 114'-8" PC-3 PC-5 TL-1PC-2 PF-1 PC-1 PC-4 2 A221 ______________1 A221 ______________2 A220 ______________1 A220 ______________ 2 2 2 1.11.65.1 3.1 BEYOND PC-3PF-1PC-3PF-1PF-1 04 PC-1PC-1 BEYOND 54 PC-2 R-5PT-1 PF-1 PT-1 ROOF OVERFLOW DRAIN REF 4/ A503PT-1 NON-STREET FACING TOTAL EAST FACADE:4,189 S.F. TOTAL EAST FENESTRATION:22 S.F. PERCENTAGE FENESTRATION:0.5% PF-1 BUILDING MATERIALS PC-1 2,209 S.F.52.7% PC-2 542 S.F.12.9% PC-3 846 S.F.20.2% PC-4 245 S.F. 5.9% PC-5 126 S.F. 3.0% TL-1 61 S.F. 1.5% GLASS 22 S.F. 0.5% GROUND FLOOR 100'-0" WAINSCOT 104'-0" UPPER CHANGE 119'-4" D E T.O. STOREFRONT 112'-0" TO UPPER PARAPET 127'-4" TO CANOPY 114'-8" C B.O. STOREFRONT 102'-0" B TL-1 PC-4 PC-5 PC-3PC-5 PC-1 PF-1 TL-1 PC-4 PF-1 4 A220 ______________3 A220 ______________ A PF-12 2 2 D.1A.1A.A A.B BEYOND PF-1 BEYOND 03035 122'-2 3/8" 119'-2 1/4" CANOPY T.O.S, REF STRUC CANOPY T.O.S, REF STRUC NON-STREET FACING TOTAL NORTH FACADE: 1,656 S.F. TOTAL NORTH FENESTRATION: 177 S.F. PERCENTAGE FENESTRATION: 10.7% PF-1 BUILDING MATERIALS PC-1 316 S.F.19.1% PC-2 85 S.F. 5.2% PC-3 186 S.F.11.3% PC-4 488 S.F. 29.5% PC-5 251 S.F.15.2% TL-1 120 S.F. 7.3% GLASS 177 S.F.10.7% GROUND FLOOR 100'-0" WAINSCOT 104'-0" UPPER CHANGE 119'-4" TO LOW PARAPET 125'-4" DE TO UPPER PARAPET 127'-4" C B PC-3 PC-1 PC-5 TL-1 PC-4 PF-1 4 A220 ______________3 A220 ______________ A PT-1 T.O. PARAPET 126'-4" D.1 A.1 A.AA.B PF-1 2 BEYOND 2 BEYOND 2 5 122'-2 3/8" 119'-2 1/4" CANOPY T.O.S, REF STRUC CANOPY T.O.S, REF STRUC PC-5PF-1 PF-1 NON-STREET FACING TOTAL SOUTH FACADE:1,512 S.F. TOTAL SOUTH FENESTRATION:0 S.F. PERCENTAGE FENESTRATION:0% PT-1 PF-1 BUILDING MATERIALS PC-1 867 S.F.57.3% PC-2 192 S.F.12.7% PC-3 349 S.F.23.1% PC-4 0 S.F. 0% PC-5 0 S.F. 0% TL-1 0 S.F. 0% GLASS 0 S.F. 0% REVISIONS ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300, OVERLAND PARK, KANSAS 66204 COPYRIGHT NOTICE: THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE CONTEMPORANEOUSLY WITH ITS ISSUE DATE AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW. 3/12/2026 5:12:12 PM EXTERIOR ELEVATIONS - PRECAST A201P 02.27.2026 © 2026 | ALL RIGHTS RESERVED PROTO SET Q1 2026 DESIGNED BY | LLC DRAWN BY | BLW LE S S C H W A B T I R E C E N T E R - WA U K E E , I A 7 B A Y S T O R E - P R O T O T Y P E Q 1 2 0 2 6 Gr a n d P r a i r i e P k w y & S E K e t t l e s t o n e B l v d | Project# 62700018 | PROJECT# | 62700018 CHECKED BY | SCALE: 1/8" = 1'-0"1 WEST ELEVATION SCALE: 1/8" = 1'-0"2 EAST ELEVATION SCALE: 1/8" = 1'-0"3 NORTH ELEVATION SCALE: 1/8" = 1'-0"4 SOUTH ELEVATION MATERIAL LEGEND: PT-1 EXTERIOR PAINT, COLOR: SW 8261-10059-LS BRONZE 2020 ENSURE ALL COLORS RETURN INTO JAMBS AND INTERIOR CORNERS, TYP. 6" DIA X 42" H PIPE BOLLARD. REF CIVIL DETAIL 11/C600 6" DIA X 42" H PIPE BOLLARD. REF CIVIL DETAIL 11/C600 A002 2 A002 2-B A002 2 A002 2-B 2-A2-A 6" DIA X 42" H PIPE BOLLARD. REF CIVIL DETAIL 11/C600 CLCL 8'-0" 12 ' - 2 " 7' - 1 0 " 20 ' - 0 " 50'-0"15'-8" CL 3'-8" CL 3'-8" CL 1' - 6 " 16'-0" CL 1' - 0 " CL 1' - 0 " CL 1' - 0 " CL 1'-6" CL 1' - 0 " CL 1'-6" 17'-0"16'-0" 30"x30"x24" THICKENED CONCRETE CENTERED ON GATE POST 30"x30"x24" THICKENED CONCRETE CENTERED ON GATE POST 8' HIGH STEEL SLAT FENCE AND GATE SYSTEM BY ALPINE INDUSTRIAL STEEL FENCING WITH INTEGRAL BASE PLATES AT POSTS. COLOR TO MATCH PT-1. REF MFR FOR ATTACHMENT REQUIREMENTS. MANUFACTURER TO PROVIDE SHOP DRAWINGS FOR REVIEW. EXTEND SLAB 6" BEYOND POST BASE PLATE AT PERIMETER, TYP 2'-0"12'-0"2'-0" CL 1'-6" CL 1'-6" A002 5 FRONT ELEVATION GATE ASSEMBLY, BEYOND PLAN FRONT ELEVATION TOP OF BOX TO BE ENCLOSED 10" BOTTOM REMAINS OPEN TO ACCESS LOCK BOLT BOX TO GATE ASSEMBLY 7" GATE LEAF FRAMING GATE FASCIA ASSEMBLY 8" DIA. STEEL GATE POST PAINTED PT-1 HINGE PLAN TAMPER PROOF BOLTS ø 8" VERTICAL STEEL TUBE EXTENSION FOR FASCIA ASSEMBLY A FRONT VIEW ______________ A002 4 8' HIGH STEEL SLAT FENCE AND GATE SYSTEM BY ALPINE INDUSTRIAL STEEL FENCING WITH INTEGRAL BASE PLATES AT POSTS. COLOR TO MATCH PT-1. REF MFR FOR ATTACHMENT REQUIREMENTS. MANUFACTURER TO PROVIDE SHOP DRAWINGS FOR REVIEW. (2) CANE BOLTS PER DETAIL 100'-0" GROUND FLOOR PT-1 30"x30"x24" THICKENED CONCRETE CENTERED ON GATE POST 8" DIA. STEEL GATE POST PAINTED PT-1 B BACK VIEW 100'-0" GROUND FLOOR 8' HIGH STEEL SLAT FENCE AND GATE SYSTEM BY ALPINE INDUSTRIAL STEEL FENCING WITH INTEGRAL BASE PLATES AT POSTS. COLOR TO MATCH PT-1. REF MFR FOR ATTACHMENT REQUIREMENTS. MANUFACTURER TO PROVIDE SHOP DRAWINGS FOR REVIEW. 30"x30"x24" THICKENED CONCRETE CENTERED ON GATE POST 8" DIA. STEEL GATE POST PAINTED PT-1 (2) CANE BOLTS PER DETAIL ______________ A002 3 8' HIGH STEEL SLAT FENCE AND GATE SYSTEM BY ALPINE INDUSTRIAL STEEL FENCING WITH INTEGRAL BASE PLATES AT POSTS. COLOR TO MATCH PT-1. REF MFR FOR ATTACHMENT REQUIREMENTS. MANUFACTURER TO PROVIDE SHOP DRAWINGS FOR REVIEW. 8' - 0 " 65'-8" 50'-0"15'-8" REVISIONS ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300, OVERLAND PARK, KANSAS 66204 COPYRIGHT NOTICE: THIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE CONTEMPORANEOUSLY WITH ITS ISSUE DATE AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED AND MAY BE CONTRARY TO THE LAW. 2/20/2026 3:39:49 PM TRASH ENCLOSURE PLAN & DETAILS A002 02.27.2026 © 2026 | ALL RIGHTS RESERVED PROTO SET Q1 2026 DESIGNED BY | LLC DRAWN BY | BLW LE S S C H W A B T I R E C E N T E R - WA U K E E , I A 7 B A Y S T O R E - P R O T O T Y P E Q 1 2 0 2 6 Gr a n d P r a i r i e P k w y & S E K e t t l e s t o n e B l v d | Project# 62700018 | PROJECT# | 62700018 CHECKED BY | SCALE: 1/4" = 1'-0"1 ENLARGED TRASH ENCLOSURE PLAN SCALE: 3" = 1'-0"4 TRASH GATE LOCK SCALE: 1 1/2" = 1'-0"3 GATE HINGE SCALE: 1/2" = 1'-0"2 TRASH ENCLOSURE GATE = FRONT AND BACK NORTH SCALE: 3/8" = 1'-0"5 TRASH ENCLOSURE FRONT ELEVATION