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HomeMy WebLinkAbout2022-06-20 I08 Stone Prairie Plat 7 Lot 3_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: June 20, 2022 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Lot 3, Stone Prairie Plat 7 (295 SE Westown Parkway) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: Primus Companies, Inc. requests approval of a site plan to authorize the construction of an 11,800 square foot multi-tenant building. The building is proposed to be located north of SE Westown Parkway and west of SE L.A. Grant Parkway. Access to the site will be provided from SE L.A. Grant Parkway. The site plan complies with the parking requirements. The applicant has provided elevations for the proposed building on the site. The design and materials are consistent with the Site Plan Ordinance. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed this project at the June 14, 2022, Commission Meeting and recommended approval subject to remaining staff comments: Approval of a Site Plan for Lot 3, Stone Prairie Plat 7 (295 SE Westown Parkway) Senior Planner, Melissa DeBoer, introduced the request for approval of a site plan for a commercial building. the property is generally located north of SE Westown Parkway and west of SE LA Grant Parkway, containing approximately 1.09 acres. Mrs. DeBoer advised that the site plan includes the construction of a single-story building approximately 11,848 square feet in area and a fenced-in outdoor play area along the west side of the proposed building. access to the site will be provided of SE Westown Parkway, a five-foot sidewalk will be installed along the north side of SE Westown Parkway, and a private sidewalk will be provided off of the public trail into the site from the south. Several sidewalks are proposed interior to the site for pedestrian connections. The site will be services with public utilities and stormwater runoff will be connected in the two detention basins provided within the overall plat. All landscaping, open space, lighting, and elevation requirements have been met at this time. Staff would recommend approval of a site plan for Lot 3, Stone Prairie Plat 7 (295 SE Westown Parkway) subject to any remaining staff comments.  Commissioner Hoifeldt questioned if this would be a daycare. Jake Becker, a representative for the applicant, advised it is more of a tutoring, occupational therapy location for special needs. I8 Commissioner Gerlitz moved to approve the site plan for Lot 3, Stone Prairie Plat 7 (295 SE Westown Parkway), subject to any remaining staff comments. Commissioner Tessau seconded the motion. Ayes: Gerlitz, Hoifeldt, Inman, Broderick, Koshy, and Tessau. Nays: none. Motion Carried. STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan subject to remaining staff comments. RECOMMENDATION: Approve the resolution subject to remaining staff comments. ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan & Elevations PREPARED BY: Andy Kass, Community Development Director REVIEWED BY: THE CITY OF WAUKEE, IOWA RESOLUTION 2022- APPROVING THE SITE PLAN FOR LOT 3, STONE PRAIRIE PLAT 7 (295 SE WESTOWN 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 Lot 3, Stone Prairie Plat 7, subject to remaining staff comments on June 14, 2022; AND, WHEREAS, the Site Plan for Lot 3, Stone Prairie Plat 7 is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Lot 3, Stone Prairie Plat 7 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 20th day of June, 2022 that the Site Plan for Lot 3, Stone Prairie Plat 7 is approved subject to remaining staff comments. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Anna Bergman Pierce R. Charles Bottenberg Chris Crone Larry R. Lyon Ben Sinclair PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: Lot 3, Stone Prairie Plat 7 – Site Plan PREPARED BY: Melissa DeBoer, AICP – Senior Planner REPORT DATE: June 10, 2022 MEETING DATE: June 14, 2022 GENERAL INFORMATION Owner: J4 North LLC Applicant: Primus Companies, Inc. Owner’s Representative: Jake Becker, P.E. – McClure Engineering Company Request: The applicant is requesting approval of a site plan for a commercial building. Location and Size: Property is generally located north of SE Westown Parkway and west of SE LA Grant Parkway, containing approximately 1.09 acres. Property Address: 295 SE Westown Parkway AREA MAP ABOVE: Aerial of subject property (outlined in ORANGE) in relation to the surrounding area. June 10, 2022 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant – Undeveloped Neighborhood Commercial C-1A (Neighborhood Commercial District) North Vacant – Undeveloped / Medical Office Neighborhood Commercial C-1A (Neighborhood Commercial District) South Medical Office Buildings Neighborhood Commercial C-1A (Neighborhood Commercial District) East Single Family Residential Single Family Residential R-2 (One and Two Family Residential District) West Single Family Acreage Single Family Residential A-1 (Agricultural District) HISTORY The subject lot was platted with Stone Prairie Plat 7. Stone Prairie Plat 7 includes four total lots for commercial development. The proposed site plan will be the second building for the overall plat. The overall plat includes a shared parking and access agreement. PROJECT DESCRIPTION The project includes the construction of a single-story building on Lot 3 of Stone Prairie Plat 7. The building is proposed to be 11,848 square feet in area. The main entrance is located on the north side of the building. The site plan shows a fenced-in outdoor play area along the west side of the proposed building. This building will share the existing trash enclosure with the existing building to the north, located on Lot 1. ACCESS AND PARKING One new access will be provided to this site off of SE Westown Parkway. An existing access is provided at the north side of the development off of SE LA Grant Parkway. No changes will be made to the existing access. Both accesses are shared accesses for the overall development. A total of 70 parking spaces are required for the proposed site plan on Lot 3 and they are providing a total of 70 spaces. This development has a shared parking agreement. The proposed site plan meets the parking requirements of the ordinance. SIDEWALKS/TRAILS A five-foot wide sidewalk will be installed along the north side of SE Westown Parkway with the development of this lot. A ten-foot wide trail exists adjacent to the property, along the west side of SE LA Grant Parkway. A private sidewalk will be provided off of the public trail into the site from the south. Several sidewalks are proposed interior to the site in order to provide pedestrian connections throughout the parking lot and to the buildings. UTILITIES This site will be serviced with all public utilities. Water will be brought in from the main along the south side of SE Westown Parkway. A sanitary sewer connection will be provided from the existing private main located to the north of the proposed building. Storm water will be collected in the two detention basins provided within the overall plat. June 10, 2022 3 of 3 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 41.6%. A 30-ft landscape buffer is provided along the west side of the site. The applicant has provided the required amount of plantings per the landscaping ordinance. ELEVATIONS The elevations of the building are proposed to be constructed of glass, masonry veneer, aluminum composite panels, and EIFS. An outdoor play area is called out on the site plan. This will be enclosed with a white vinyl fence that is 6-ft in height. MISCELLANEOUS: The applicant has submitted a photometric plan and associated light fixture cut sheets. The lighting plan meets the lighting requirements of the Site Plan Ordinance. COMPREHENSIVE PLAN The comprehensive plan classifies the subject property as Neighborhood Commercial. The Neighborhood Commercial classification provides a variety of uses that would serve the surrounding neighborhoods and provide day-to-day goods and services for residents. STAFF RECOMMENDATION The site plan is in general conformance with the Site Plan Ordinance and Comprehensive Plan. Staff recommends approval of the site plan subject to remaining staff comments. 9 8 9 9 8 11 8 T T 33,843 SF 0.78 AC LOT 2 36,690 SF 0.84 AC LOT A 40,866 SF 0.94 AC LOT 4 47,530 SF 1.09 AC LOT 3 37,019 SF 0.85 AC LOT 1 DETENTION BASIN DETENTION BASIN FUTURE BUILDING FUTURE BUILDING EXISTING BUILDING PROPOSED BUILDING Profile View of ST-01 1GN-01 COVER SHEET 30'60'0 GRAPHIC SCALE 120' NORTH p: \ 1 9 1 0 8 2 - 0 0 0 \ 0 6 - d r a w i n g s \ C i v i l \ P l a n s \ b u i l d i n g 3 \ G N s . d w g 5/ 3 1 / 2 0 2 2 1 : 2 2 P M DRAWING NO. CHECKED BY ENGINEER SHEET NO. FIELD BOOK NO. DRAWN BY CURRENT VERSION DATE: NOTICE: McClure Engineering Company waives any and all responsibility and liability for problems which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for problems which arise from failure to obtain and/or follow the engineers guidance with respect to any errors, omissions, inconsistencies, ambiguities, or conflicts which are alleged. COPYRIGHT: Copyright and property rights in these documents are expressly reserved by McClure Engineering Company. No reproductions, changes, or copies in any manner shall be made without obtaining prior written consent from McClure Engineering Company. 1360 NW 121ST. Street Clive, Iowa 50325 515-964-1229 fax 515-964-2370 building strong communities. STONE PRAIRIE PLAT 7 LOT 3 SITE PLAN WAUKEE, IOWA 191082-020 J. BECKER J. BECKER 5/31/2022 9 295 SE WESTOWN PARKWAY WAUKEE, IOWA 50263 PRIMUS COMPANIES, INC 401 8TH AVE SE CEDAR RAPIDS, IOWA 52401 KC DIETZ (319) 853-1243 J4 NORTH LLC 2080 SE OXFORD DRIVE WAUKEE, IOWA 50263 (515) 210-4357 McCLURE ENGINEERING COMPANY 1360 NW 121ST ST CLIVE, IOWA 50325 JAKE BECKER (515) 964-1229 FRONT SETBACK:30' REAR SETBACK:30' SIDE SETBACK:0' (EXCEPT ADJACENT TO RESIDENTIAL, THEN 15') MAX. BLDG. HEIGHT: 40'; 2 STORIES MIN. LOT AREA:NO MIN. PRINCIPAL USES ARE FOR SPECULATIVE COMMERCIAL SPACE AS PERMITTED IN C-1A ZONING. C-1A (NEIGHBORHOOD COMMERCIAL DISTRICT) NORTH PROJECT LOCATION STONE PRAIRIE PLAT 7 LOT 3 SITE PLAN WAUKEE, IOWA SE L A G R A N T P K W Y SE WESTOWN PK W Y LOT 3, STONE PRAIRIE PLAT 7, AN OFFICIAL PLAT IN THE CITY OF WAUKEE, DALLAS COUNTY, STATE OF IOWA AS RECORDED IN BOOK 2021, PAGE 8815.1) IMPERVIOUS AREAS AND OPEN SPACE LISTED IN THE DEVELOPMENT SUMMARY TABLE ABOVE ARE FOR THE LOTS LISTED (IE, INTERNAL TO THE PROPERTY LINES). THESE MAY NOT REPRESENT THE ACTUAL PAVEMENT PROPOSED IN THE SITE PLAN(S) BUT WOULD BE CALCULATED UPON FUTURE DEVELOPMENT. FOR EXAMPLE, MOST OF THE PAVING IN LOT 2 WILL BE CONSTRUCTED AND COUNTED IN THE LOT 2 SITE PLAN DEVELOPMENT SUMMARY TABLE. 2) IN GENERAL, BOLD AND COLORED LINEWORK IS PHASE 2 AND GREY LINEWORK IS EXISTING OR DESIGNATED AS FUTURE. 2) SANITARY SEWER AND RESPECTIVE EASEMENTS ARE PROPOSED AS PUBLIC. 3) ALL STORM SEWER AND DETENTION BASINS ARE PROPOSED AS PRIVATE. 4) STORM SEWER, DETENTION, AND ACCESS EASEMENTS WILL BE PROVIDED VIA LANGUAGE IN EASEMENT DOCUMENTS THAT NEGATE THE NECESSITY FOR EASEMENT DESCRIPTIONS (IE, ACCESS BETWEEN LOTS WRITTEN AS ALLOWED ON ALL PAVEMENT OR SIMILAR LANGUAGE). 5) MONUMENT SIGNAGE REQUIRES A SEPARATE APPROVAL AND PERMIT FROM THE CITY OF WAUKEE COMMUNITY DEVELOPMENT DEPARTMENT. 6) 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. S E T R I L L I U M D R . SE L A G R A N T P K W Y SE WESTOWN PKWY SE W I L L O W B R O O K D R . SE O X F O R D D R SE F L O R E N C E D R . SE TELBY LN. SEE STONE PRAIRIE PLAT 7 FINAL PLAT FOR OFFICIAL ADDRESS DESIGNATIONS. LOT 1: 2155 SE LA GRANT PARKWAY LOT 2: 2275 SE LA GRANT PARKWAY LOT 3: 295 SE WESTOWN PARKWAY LOT 4: 2205 SE LA GRANT PARKWAY SUBMITTAL & REVISION TABLE SUBMITTAL DATE DESCRIPTION 1 3/22/2022 SUBMITTAL #1, ORIGINAL CITY SUBMITTAL 2 4/5/2022 SUBMITTAL #2, REVISIONS PER CITY COMMENTS DATED 3/29/22 3 4/19/2022 SUBMITTAL #3, REVISIONS PER CITY COMMENTS DATED 4/12/22 4 5/19/2022 SUBMITTAL #4, REVISIONS PER CITY COMMENTS DATED 4/26/22; P&Z SUBMITTAL 5 5/31/2022 SUBMITTAL #5, REVISIONS PER CITY DISCUSSION REGARDING SWMP, WQV, AND CPV 6 7 8 Sheet List Table Sheet Number Sheet Title Sheet Description 1 GN-01 COVER SHEET 2 GN-02 GENERAL NOTES AND LEGEND 3 GN-03 EXISTING CONDITIONS 4 SP-01 SITE LAYOUT AND DIMENSION PLAN 5 GR-01 GRADING PLAN 6 GR-02 PHASE 2 SWPPP SHEET 7 PRO-01 UTILITY PLANS 8 LA-01 LANDSCAPE PLAN 9 DT-01 DETAILS S E S T O N E P R A I R I E D R . S E T A Y L O R C T . 2GN-02 AND LEGEND GENERAL NOTES p: \ 1 9 1 0 8 2 - 0 0 0 \ 0 6 - d r a w i n g s \ C i v i l \ P l a n s \ b u i l d i n g 3 \ G N s . d w g 5/ 3 1 / 2 0 2 2 1 : 2 2 P M DRAWING NO. CHECKED BY ENGINEER SHEET NO. FIELD BOOK NO. DRAWN BY CURRENT VERSION DATE: NOTICE: McClure Engineering Company waives any and all responsibility and liability for problems which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for problems which arise from failure to obtain and/or follow the engineers guidance with respect to any errors, omissions, inconsistencies, ambiguities, or conflicts which are alleged. COPYRIGHT: Copyright and property rights in these documents are expressly reserved by McClure Engineering Company. No reproductions, changes, or copies in any manner shall be made without obtaining prior written consent from McClure Engineering Company. 1360 NW 121ST. Street Clive, Iowa 50325 515-964-1229 fax 515-964-2370 building strong communities. STONE PRAIRIE PLAT 7 LOT 3 SITE PLAN WAUKEE, IOWA 191082-020 J. BECKER J. BECKER 5/31/2022 9 GENERAL LEGEND EXISTING PROPOSED SANITARY SEWER MAIN SANITARY SEWER SERVICE SANITARY SEWER FORCE MAIN BOTTOM OF SLOPE TOP OF SLOPE WATERWAY FLOWLINE CONSTRUCTION LIMITS GRADING LIMITS ROAD CENTERLINE WOODEN FENCE CHAIN LINK FENCE PROPERTY LINE / LOT LINE CONTOUR LINES INDEX CONTOUR LINES INTERMEDIATE GAS MAIN OR SERVICE UNDERGROUND CABLE TV UNDERGROUND FIBER OPTIC UNDERGROUND TELEPHONE OVERHEAD ELECTRIC UNDERGROUND ELECTRIC WATER SERVICE GUARD RAIL SILT FENCE AG LINE FIELD FENCE EASEMENT SECTION LINE SECONDARY STORM SEWER SERVICE SECONDARY STORM SEWER MAIN STORM SEWER MAIN OR CULVERT SUBDRAIN/TILE 949 950 RIGHT OF WAY LINE WATER MAIN AIR RELEASE MANHOLE/DRAIN MANHOLE CABLE TV PEDESTAL CABLE TV MANHOLE / VAULT STORM SEWER BEEHIVE INTAKE STORM SEWER INTAKE STORM SEWER CLEANOUT STORM SEWER MANHOLE SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE STREET LIGHT POLE POWER POLE w/ STREET LIGHT TELEPHONE PEDESTAL TELEPHONE MANHOLE / VAULT RAILROAD CROSSING SIGNAL TRAFFIC SIGNAL MANHOLE / VAULT TRAFFIC SIGNAL BOX ELECTRIC MANHOLE / VAULT WATER METER MANHOLE WATER VALVE MANHOLE ELECTRIC PEDESTAL / TRANSFORMER FLARED END SECTION GAS VALVE TRAFFIC SIGNAL GUY WIRE POWER POLE YARD HYDRANT WATER VALVE FIRE HYDRANT OUTDOOR ELECTRIC POWER OUTLET CURB STOP SECTION CORNER CONTROL POINT SLOPE INDICATORS MONITORING WELL TREE OR SHRUB LINE IRON PIN FOUND IRON PIN SET BENCH MARK SATELLITE DISH FLAG POLE SOIL BORINGS SHRUB OR BUSH EVERGREEN TREE DECIDUOUS TREE BOLLARD (BUMPER POST) MAILBOX ROADWAY SIGN EXISTING PROPOSED WELL STUMP ABBREVIATIONS UTILITY QUALITY SERVICE LEVELS: UTILITY QUALITY LEVELS ARE BASED ON THE CI/ASCE 38-02 STANDARD. PRECISE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES OBTAINED BY THE ACTUAL EXPOSURE (OR VERIFICATION OF PREVIOUSLY EXPOSED AND SURVEYED UTILITIES) AND SUBSEQUENT MEASUREMENT OF SUBSURFACE UTILITIES. UTILITY QUALITY LEVEL A: INFORMATION OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE UTILITY QUALITY LEVEL B: THE EXISTENCE AND APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES. INFORMATION OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVE-GROUND UTILITY FEATURES AND BY USING UTILITY QUALITY LEVEL C: PROFESSIONAL JUDGMENT IN CORRELATING THIS INFORMATION TO QUALITY LEVEL D INFORMATION. INFORMATION DERIVED FROM EXISTING RECORDS OR ORAL RECOLLECTIONS. UTILITY QUALITY LEVEL D: EXAMPLES: SANITARY SEWER MAIN - QUALITY SERVICE LEVEL A SANITARY SEWER MAIN - QUALITY SERVICE LEVEL B SANITARY SEWER MAIN - QUALITY SERVICE LEVEL C TOP OF SLABT/S BACK OF CURBBC TOP OF CURBTC FORM GRADEFG FLOWLINEFL CENTERLINECL CUTC FILLF FLOODLIGHT FIBER OPTIC MARKER IRRIGATION HANDHOLE TOP OF SLOPETOP BOTTOM OF SLOPEBOT BEGINNING OF PROJECTBOP END OF PROJECTEOP EDGE OF PAVINGEP USE AS CONSTRUCTEDUAC NOTE: PROPOSED UTILITIES ARE OFTEN (BUT NOT ALWAYS) PROVIDED IN COLOR ON THE SITE LAYOUT AND/OR UTILITY SHEETS. 33,843 SF 0.78 AC LOT 2 36,690 SF 0.84 AC LOT A 40,866 SF 0.94 AC LOT 4 47,530 SF 1.09 AC LOT 3 37,019 SF 0.85 AC LOT 1 EXISTING BUILDING C 6,320 SF EXISTING INGRESS/EGRESS EASEMENT (BK 2021 PG 8825) DETENTION BASIN DETENTION BASIN 50.0' EXISTING ROW EXISTING 10.0' TRAIL EXISTING 30' LANDSCAPE BUFFER EASEMENT (BK 2021 PG 8815) 30' FRONT SETBACK EXISTING 20.0' SANITARY SEWER EASEMENT (BK 2021 PG 8823) EXISTING 15.0' INGRESS/EGRESS EASEMENT (BK 2021 PG 8820) 62.0' B-B 100.0' ROW 24.0' B-B 48.0' B-B EXISTING 15.0' WATER MAIN EASEMENT (BK 2021 PG 8824) EXISTING STORM WATER DETENTION EASEMENT (BK 2021 PG 8815) EXISTING 10' P.U.E. (BK 2021 PG 8815) EXISTING 10' P.U.E. (BK 2021 PG 8815) EXISTING 10' P.U.E. (BK 2021 PG 8815) EXISTING 10' PUE (BK 2021 PG 8815) EXISTING SANITARY SEWER EASEMENT BK 2019 PG 24279 EXISTING 5.0' GAS EASEMENT (BK 2021 PG 8815) EXISTING 5.0' GAS EASEMENT (BK 2021 PG 8815) EXISTING 5.0' GAS EASEMENT (BK 2021 PG 8815) EXISTING 30.0' TEMPORARY CONSTRUCTION EASEMENT 3GN-03 EXISTING CONDITIONS 15'30'0 GRAPHIC SCALE 60' NORTH p: \ 1 9 1 0 8 2 - 0 0 0 \ 0 6 - d r a w i n g s \ C i v i l \ P l a n s \ b u i l d i n g 3 \ G N - 0 3 . d w g 5/ 3 1 / 2 0 2 2 1 : 2 2 P M DRAWING NO. CHECKED BY ENGINEER SHEET NO. FIELD BOOK NO. DRAWN BY CURRENT VERSION DATE: NOTICE: McClure Engineering Company waives any and all responsibility and liability for problems which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for problems which arise from failure to obtain and/or follow the engineers guidance with respect to any errors, omissions, inconsistencies, ambiguities, or conflicts which are alleged. COPYRIGHT: Copyright and property rights in these documents are expressly reserved by McClure Engineering Company. No reproductions, changes, or copies in any manner shall be made without obtaining prior written consent from McClure Engineering Company. 1360 NW 121ST. Street Clive, Iowa 50325 515-964-1229 fax 515-964-2370 building strong communities. STONE PRAIRIE PLAT 7 LOT 3 SITE PLAN WAUKEE, IOWA 191082-020 J. BECKER J. BECKER 5/31/2022 9 NOTE: THE EXISTING 15' WATER MAIN EASEMENT (BK 2021 PG 8824) AND 20' SANITARY SEWER EASEMENT (BK 2021 PG 8823) ARE PUBLIC EASEMENTS GRANTED TO T HE CITY OF WAUKEE AS OF THE TIME OF THIS WRITING. THESE EASEMENTS ARE TO BE VACATED BY THE CITY AND REPLACED WITH PRIVATE EASEMENTS OF THE SAME AREAS AS PART OF THIS SITE PLAN PROCESS. 9 8 9 9 8 11 8 T T 33,843 SF 0.78 AC LOT 2 36,690 SF 0.84 AC LOT A 40,866 SF 0.94 AC LOT 4 47,530 SF 1.09 AC LOT 3 37,019 SF 0.85 AC LOT 1 FUTURE BUILDING B 8,000 SF PROPOSED BUILDING C 11,848 SF 65' x 180' EXISTING BUILDING A 6,320 SF FUTURE BUILDING D 6,600 SF DETENTION BASIN DETENTION BASIN 9.0' (TYP.) 122.0' 33.0' EXISTING ROW 50.0' PROPOSED ROW EXISTING 10.0' TRAIL (BK 2021 PG 8815) 30' LANDSCAPE BUFFER EASEMENT (BK 2021 PG 8815) 30' FRONT SETBACK 20.0' SANITARY SEWER EASEMENT (BK 2021 PG 8815) DUMPSTER ENCLOSURE 62.0' B-B 31.0' B-B 100.0' ROW 24.0' B-B 48.0' B-B 15.0' WATER MAIN EASEMENT (BK 2021 PG 8815) PARKING LOT PAVING: 6" PCC STORM WATER DETENTION EASEMENT STORM WATER DETENTION EASEMENT (BK 2021 PG 8815) EXISTING 10' P.U.E. (BK 2021 PG 8815) EXISTING 10' P.U.E. (BK 2021 PG 8815) EXISTING 10' PUE AND GAS EASEMENT STORM WATER DETENTION EASEMENT (BK 2021 PG 8815) DASHED LINE DENOTES 'TOP OF BERM' SEE SHEET GR-01 FOR 100-YR ELEVATIOS AND EXTENTS AND FOR OVERFLOW ELEVATION AND LOCATION EXISTING DRIVEWAY TO BE REMOVED. REPLACE 2' EXISTING PAVEMENT WITH CURB/GUTTER. EXISTING SANITARY SEWER EASEMENT BK 2019 PG 24279 EXISTING 5.0' GAS EASEMENT (BK 2021 PG 8815) EXISTING 5.0' GAS EASEMENT (BK 2021 PG 8815) EXISTING CONCRETE FLUME EXISTING WEIR R1-1 12.0' 13.0' 100.2' 24.0' B-B 36.4' 14.0' R25.0' R25.0' 37.1' 18.3' R5.0' R5.0' R25.0' R5.0' 13.0' R49.0' 28.8' 14.8' 5.0'R 61.0' 18.0' (TYP.) 24.0' DRIVE AISLE 19.0' (TYP.) 19.0' (TYP.) 24.0' DRIVE AISLE 18.0' (TYP.) 7.0' SIDEWALK 14.0' 14.0' 9.0'R5.0' R5.0' R15.0' 16.0' R4.5'R4.5' 13.5' PARKING LOT PAVING: 6" PCC 160.1' 5.0' WALK EXISTING 5.0' GAS EASEMENT (BK 2021 PG 8815) 16.9' 16.8'R5.0' 24.0' 30.0' FRONT SETBACK DRIVEWAY PAVEMENT WITHIN ROW: 8" PCC PEDESTRIAN RAMP THICKNESS: 6" PCC 12.4' 18.0' 7.0' WALK DASHED LINE DENOTES 'TOP OF BERM' SEE SHEET GR-01 FOR 100-YR ELEVATIOS AND EXTENTS AND FOR OVERFLOW ELEVATION AND LOCATION SEE NOTE 1 7.0' SIDEWALK EXISTING DRIVEWAY TO BE REMOVED. REPLACE 2' EXISTING PAVEMENT WITH CURB/GUTTER. PARKING LOT PAVING: 6" PCC OUTDOOR PLAY AREA (DETAILS BY OTHERS) 4.0' WALK SUDAS TYPE A DRIVEWAY ENTRANCE 17.9' FENCE R13.0' R8.0' R13.0' R13.0' TRANSFORMER LOCATION (COORDINATE WITH MIDAM) 4SP-01 SITE LAYOUT 15'30'0 GRAPHIC SCALE 60' NORTH p: \ 1 9 1 0 8 2 - 0 0 0 \ 0 6 - d r a w i n g s \ C i v i l \ P l a n s \ b u i l d i n g 3 \ S P - 0 1 . d w g 5/ 3 1 / 2 0 2 2 1 : 2 2 P M DRAWING NO. CHECKED BY ENGINEER SHEET NO. FIELD BOOK NO. DRAWN BY CURRENT VERSION DATE: NOTICE: McClure Engineering Company waives any and all responsibility and liability for problems which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for problems which arise from failure to obtain and/or follow the engineers guidance with respect to any errors, omissions, inconsistencies, ambiguities, or conflicts which are alleged. COPYRIGHT: Copyright and property rights in these documents are expressly reserved by McClure Engineering Company. No reproductions, changes, or copies in any manner shall be made without obtaining prior written consent from McClure Engineering Company. 1360 NW 121ST. Street Clive, Iowa 50325 515-964-1229 fax 515-964-2370 building strong communities. STONE PRAIRIE PLAT 7 LOT 3 SITE PLAN WAUKEE, IOWA 191082-020 J. BECKER J. BECKER 5/31/2022 9 SIGNAGE EXAMPLES SIGN, SOURCE: R1-1, MUTCD TABLE 2B-1 SITE LAYOUT NOTES: 1) DO NOT INSTALL FULL CURB AND GUTTER DUE TO FUTURE DEVELOPMENT AND INTERIM SURFACE WATER DRAINAGE PATTERNS. T T 33,843 SF 0.78 AC LOT 2 36,690 SF 0.84 AC LOT A 40,866 SF 0.94 AC LOT 4 47,530 SF 1.09 AC LOT 3 37,019 SF 0.85 AC LOT 1 33.0' EXISTING ROW LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE 1037.89 TC 1037.89 TC 1037.89 TC 1037.70 TC 1037.58 TC 1037.58 TC 1037.51 TC 10 3 6 . 7 3 T C 10 3 6 . 7 5 T C 1036.29 TC 1036.20 TC 10 3 5 . 7 0 T C ?? ? T C 10 3 6 . 1 0 T C 10 3 6 . 4 5 T C 10 3 6 . 8 0 T C 1037.65 TC 10 3 7 . 6 5 T C 10 3 7 . 6 5 T C 10 3 7 . 6 5 T C 10 3 7 . 6 5 T C 1037.48 TC 1037.65 TC 1037.65 TC 1037.48 TC 50.0' PROPOSED ROW 1037.65 TC 0. 8 2 % 1 . 1 5 % 1 . 3 1 % 1 . 5 0 % 2.98% 4.22% 25.70% 13.36% 11.22% 2.2 0 % 1 7 . 5 7 % 1.14% 11 . 5 4 % 20 . 6 5 % 3 . 4 7 % 0.83% 5 . 8 9 % 19 . 9 8 % 25.00% 9.36% 9.23% 1 9 . 8 6 % 2.22% 2.25% 2.17% 8. 1 5 % 2 4 . 1 9 % 25.70% 0.91% 0.6 4 % 1.17% 1.43% 1.7 6 % 0 . 6 8 % 1.04% 2.3 5 % 3 . 4 4 % 2.00% 1036.50 FG 1034.99 FG 100YR ELEV: 1036.78 100YR ELEV: 1035.83 100YR ELEV: 1036.59 SEE SHEET DT-01, DETAIL 5 FOR SPECIAL GRADING DETAIL LIMITS OF DISTURBANCE SEE SHEET DT-01, DETAIL 8 FOR RIPRAP DETAILS SEE SHEET DT-01, DETAIL 8 FOR RIPRAP DETAILSPROPOSED BUILDING C FFE: 1038.0 FUTURE BUILDING B FFE: 1038.0 EXISTING BUILDING A FFE: 1038.0 FUTURE BUILDING D FFE: 1037.5 1037.29 FG 1 4 . 1 4 % 10 . 0 2 % 1 5 . 8 5 % 1.14% 1.14% 1038.00 TS 10 3 8 . 0 0 T S 1038 . 0 0 T S 10 3 8 . 0 0 T S 1036 . 7 9 T S 10 3 6 . 7 1 T S 10 3 6 . 9 2 T C 1037 . 4 1 T C 10 3 7 . 3 4 T C 10 3 5 . 8 1 F G 10 3 6 . 5 9 F G 10 3 6 . 4 3 F G 10 3 7 . 0 9 F G 10 3 5 . 1 6 F G 1037 . 1 5 T C 1037.34 TC 1037.46 TC 1037.30 TC 1037.52 TC 1037.44 TC 2.00%2.00%2.00% OVERFLOW ELEV: 1036.18 OVERFLOW ELEV: 1035.80 OVERFLOW ELEV: 1037.02 OVERFLOW ELEV: 1037.70 EXISTING DETENTION BASIN TOP OF BERM ELEV: 1037.00 OVERFLOW ELEV: 1036.00 REVISED 100 YR ELEV: 1035.85 SEE BASIN REGRADING NOTE 1 AT BOTTOM RIGHT OF THIS VIEWPORT SEE BASIN REGRADING NOTE 1 AT BOTTOM RIGHT OF THIS VIEWPORT EXISTING DETENTION BASIN TOP OF BERM ELEV: 1036.60 OVERFLOW ELEV: 1035.70 REVISED 100 YR ELEV: 1035.63 4.96%1036.64 GL 5.08% 1.25% 1.25%1036.66 GL 1036.30 GL 1036.21 GL1.25%2.89% 1.25% 2.42% 103 6 . 5 2 T S 10 3 6 . 5 9 T S 10 3 6 . 5 2 T S 1036.46 TS 1 . 2 5 % 1. 2 5 % 103 7 . 0 7 T S 10 3 7 . 1 3 T S 10 3 7 . 2 0 T S 1037.13 TS 1. 2 5 % 1 . 2 5 % SE WESTOWN P K W Y 1. 7 3 % 0 . 4 0 % 1 . 4 3 % 1 . 3 5 % 0 . 3 7 % 0 . 5 9 % 1 . 2 3 % 0. 9 4 % 10 3 7 . 4 1 T S 103 7 . 5 2 T S 1037.35 TS 1037.44 TS1.33%5.00% 5.00% 1. 2 5 % 1 . 5 0 % 1.51% 1037.75 TS 1037.25 TS1037.26 TS 1037 . 7 5 T S 1. 5 0 % 1. 3 8 % 1. 3 8 % 1 . 5 0 % 6.26% 6.25% 6.25% 6.25% 0. 7 4 % 0. 6 9 % 0 . 6 9 % 0 . 7 9 % 1037 . 6 5 T C 1037.65 TC 1037.15 GL 1037.15 GL 10 3 7 . 0 5 T S 10 3 7 . 0 3 T S 103 7 . 0 3 T S 10 3 7 . 0 3 T S 0.00%TRANSITION FROM FULL CURB TO NO CURB TRANSITION FROM FULL CURB TO NO CURB 8.0'5.0'8.0'1 . 5 0 % 1. 5 0 % 1. 5 0 % 0.00% 0.01% 1 . 5 0 % 0.00% 0.00% 1037.75 TS 1037.25 TS 1037.25 TS 1037 . 7 5 T S 1 . 5 0 % 1. 3 8 % 1 . 3 8 % 1. 5 0 % 6.25% 6.25% 0.00%6.26% 6.25% 1. 4 5 % 1. 4 5 % 1 . 5 6 % 1. 5 6 % 1037 . 2 1 T C 1037.65 TC 1037.15 GL 1037.15 GL 10 3 6 . 9 0 T S 10 3 6 . 9 0 T S 10 3 6 . 9 0 T S 10 3 6 . 9 0 T S 0.00% TRANSITION FROM FULL CURB TO NO CURB TRANSITION FROM FULL CURB TO NO CURB 8.0'5.0'8.0' 1 . 5 0 % 0.00% 0.00% 0. 0 0 % 1.38% 0.80% 1037.16 GL 1037.16 GL TRANSITION FROM FULL CURB TO NO CURB 1037.02 TS 1037.02 TS 1037.02 TS 1037.02 TS 1037.75 TS 1037.35 TS 1037.35 TS 1037.76 TS 1037 . 3 3 T S 1037.33 GL 10 3 7 . 6 5 T S 1037.65 TS 1.78% 1.38% 1.50% 5. 0 0 % 5. 0 0 % 5. 0 0 % 5. 0 0 % 1.78% 0.81% 1037.25 GL 1037.25 GL 1.50% 0. 0 0 % TRANSITION FROM FULL CURB TO NO CURB T 0.00% 0.00% 1. 5 0 % 1. 5 0 % 0.00% 0.00% 1. 5 0 % 1. 5 0 % 0.00% 0.00% 1. 5 0 % 1. 5 0 % 0.00% 0.00% 1. 5 0 % 1. 5 0 % 0.00% 0.00% 1. 5 0 % 1. 5 0 % 1.50% 1.50% 0. 2 4 % 0. 2 4 % 5GR-01 GRADING PLAN 15'30'0 GRAPHIC SCALE 60' NORTH p: \ 1 9 1 0 8 2 - 0 0 0 \ 0 6 - d r a w i n g s \ C i v i l \ P l a n s \ b u i l d i n g 3 \ G R - 0 1 . d w g 5/ 3 1 / 2 0 2 2 1 : 2 3 P M DRAWING NO. CHECKED BY ENGINEER SHEET NO. FIELD BOOK NO. DRAWN BY CURRENT VERSION DATE: NOTICE: McClure Engineering Company waives any and all responsibility and liability for problems which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for problems which arise from failure to obtain and/or follow the engineers guidance with respect to any errors, omissions, inconsistencies, ambiguities, or conflicts which are alleged. COPYRIGHT: Copyright and property rights in these documents are expressly reserved by McClure Engineering Company. No reproductions, changes, or copies in any manner shall be made without obtaining prior written consent from McClure Engineering Company. 1360 NW 121ST. Street Clive, Iowa 50325 515-964-1229 fax 515-964-2370 building strong communities. STONE PRAIRIE PLAT 7 LOT 3 SITE PLAN WAUKEE, IOWA 191082-020 J. BECKER J. BECKER 5/31/2022 9 DETAIL A - ADA GRADING SCALE: 1" = 10' DETAIL B - ADA GRADING SCALE: 1" = 10' SEE DETAIL A SEE DETAIL B SEE DETAIL C DETAIL C - ADA GRADING SCALE: 1" = 10' DETAIL D - ADA GRADING SCALE: 1" = 10' SEE DETAIL C DETAIL E - TURNING SPACES ON SOUTH SIDE OF BUILDING SCALE: 1" = 10' BASIN REGRADING NOTE: IN ORDER TO MEET NEW WATER QUALITY STANDARDS IMPOSED BY THE CITY OF WAUKEE, THE BASINS WILL NEED RESHAPED AND RECONFIGURED. EXCAVATE THE BOTTOM OF BASIN TO AN ELEVATION OF 1030.5' (1.5' LOWER THAN THE OUTLET) IN THE AREA DEPICTED BY THE CONTOURS. AMEND SOIL AT 1032.0' AND BELOW TO ISWMMM SPECIFICATIONS FOR INFILTRATION. PLANT THIS AREA WITH SUDAS WETLAND SEEDING MIXTURE. STORMWATER WILL STAND AFTER RAIN EVENTS AND INFILTRATE PROVIDING ENHANCED WATER QUALITY PRACTICES. SEE LA-01 AND DT-01. NOTE, THESE IMPROVEMENTS TO THE BASINS ARE CONCEPTUAL WITH THIS PHASE (LOT 3 SITE PLAN) AND WILL BE IMPLEMENTED DURING FINAL PHASE OF CONSTRUCTION. T T D W B LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE 2,800 FT TO ULTIMATE DISCHARGE LOCATION (SUGAR CREEK) ≈ 8,700 FT TO ULTIMATE DISCHARGE LOCATION (SUGAR CREEK) STABILIZED ROCK ENTRANCE 24' x 60 ' DUMPSTER (1) LINED OR ROLL OFF WASH OUT (50' MIN. FROM INTAKES) (1) STAGING AREA / EQUIPMENT STORAGE (1) PORTABLE RESTROOM (1) SEE GENERAL NOTE 11 SEE NOTE 12 TOPSOIL STOCKPILE LOCATION SEE NOTE 12 SEE NOTE 12 6GR-02 SWPPP SHEET 15'30'0 GRAPHIC SCALE 60' NORTH p: \ 1 9 1 0 8 2 - 0 0 0 \ 0 6 - d r a w i n g s \ C i v i l \ P l a n s \ b u i l d i n g 3 \ G R - 0 1 . d w g 5/ 3 1 / 2 0 2 2 1 : 2 3 P M DRAWING NO. CHECKED BY ENGINEER SHEET NO. FIELD BOOK NO. DRAWN BY CURRENT VERSION DATE: NOTICE: McClure Engineering Company waives any and all responsibility and liability for problems which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for problems which arise from failure to obtain and/or follow the engineers guidance with respect to any errors, omissions, inconsistencies, ambiguities, or conflicts which are alleged. COPYRIGHT: Copyright and property rights in these documents are expressly reserved by McClure Engineering Company. No reproductions, changes, or copies in any manner shall be made without obtaining prior written consent from McClure Engineering Company. 1360 NW 121ST. Street Clive, Iowa 50325 515-964-1229 fax 515-964-2370 building strong communities. STONE PRAIRIE PLAT 7 LOT 3 SITE PLAN WAUKEE, IOWA 191082-020 J. BECKER J. BECKER 5/31/2022 9 LEGEND SYMBOL ITEM ESTIMATED QTY. SILT FENCE 1300 LF BELOW GRADE INTAKE 9 EACH PROTECTION (POST PAVING) SILT FENCE OR MULCH LOG 700 LF DISCHARGE LOCATION 2 EACHD ≈ D D T 33,843 SF 0.78 AC LOT 2 36,690 SF 0.84 AC LOT A 40,866 SF 0.94 AC LOT 4 47,530 SF 1.09 AC LOT 3 37,019 SF 0.85 AC LOT 1 30' SIDE/REAR SETBACK P- 6 , 1 5 " R C P P-2, 8" P V C APPROXIMATE FLOWLINE 1031.00 DETENTION BASIN DETENTION BASIN EXIST. HYDRANT PIPE STA: 104+16.77 N: 7488057.32 E: 18458793.13 CRITICAL CROSSING CRITICAL CROSSING CRITICAL CROSSING STRC-16 (12" FES) PIPE STA: 0+12.29 N: 7487948.62 E: 18458676.50 P-18, 12" RCP STRC-17 (SW-505) PIPE STA: 0+87.86 N: 7487873.36 E: 18458669.84 P - 2 0 , 1 2 " R C P STRC-18 (SW-401, 48" DIA.) PIPE STA: 1+63.10 N: 7487810.62 E: 18458711.26 P-19, 12" RCP STRC-19 (SW-512, 18" DIA.) PIPE STA: 2+00.70 N: 7487811.85 E: 18458748.85 STRC-08 (SW-512, 18" DIA.) PIPE STA: 1+55.47 N: 7487818.99 E: 18458818.05 P-12, 10" HDPE STRC-07 (SW-512, 18" DIA.) PIPE STA: 0+40.19 N: 7487832.18 E: 18458932.58 P-11, 10" HDPE STRC-06 (12" FES) PIPE STA: 0+07.33 N: 7487846.70 E: 18458962.05 STRC-10 (SW-505) PIPE STA: 2+34.27 N: 7487976.48 E: 18458858.80 P- 6 , 1 5 " R C P P- 6 , 1 5 " R C P STRC-09 (15" FES) PIPE STA: 1+15.38 N: 7487900.44 E: 18458950.20 ƒ%(1' PIPE STA: 103+22.06 N: 7487962.64 E: 18458795.07 P- 5 , 6 " P V C @ 0 . 6 % APPROXIMATELY 70' LF OF WATER MAIN TO BE BORED UNDER SE WESTOWN PKWY TIE INTO EXISTING 12" WATER MAIN USING TAPPING SLEEVE AND VALVE CRITICAL CROSSING NOTE 1 P-7, 6" PVC @ 6.0% P-6, 6" PVC @ 3.0% APPROXIMATE FLOWLINE 1032.56 HYDRANT ASSEMBLY PIPE STA: 102+13.98 N: 7487903.84 E: 18458703.41 ƒ%(1' PIPE STA: 102+17.31 N: 7487907.49 E: 18458706.00 NOTE 5 NOTE 4 NOTE 3 CRITICAL CROSSING NOTE 6 NOTE 2 NOTE 7 NOTE 7 HYDRANT PIPE STA: 104+13.72 N: 7488054.22 E: 18458790.19 EXISTING GAS AND WATER SERVICES LINES TO BE CAPPED AT THE MAIN. REMOVE AND REPLACE TRAIL AS NECESSARY. MINIMIZE TRAIL CLOSURE. RELOCATE EXISTING HYDRANT TO NEW LOCATION STA: 104+13.72 AND CONNECT TO EXISTING MAIN. PROPOSED GAS LINE EXISTING GAS MAIN 1020 1025 1030 1035 1040 1045 1020 1025 1030 1035 1040 1045 0+00 10 3 3 . 2 8 E G 10 3 2 . 3 2 F G 10 3 6 . 0 1 F G 10 3 3 . 3 9 E G 1+00 10 3 4 . 1 8 E G 10 3 5 . 9 3 F G 10 3 6 . 9 1 F G 10 3 6 . 3 3 E G 2+00 10 3 7 . 9 3 E G 10 3 6 . 6 2 F G 2+09 10 3 8 . 2 5 E G 10 3 6 . 6 7 F G STRC-16 (12" FES) PIPE STA = 0+12.29 P-18 12" RCP 73' @ 0.40% STRC-17 (SW-505) PIPE STA = 0+87.86 BOC ELEV. = 1036.20 INV. IN (SE) = 1033.39 (P-20) INV. OUT (N) = 1033.17 (P-18) P-19 12" RCP 35' @ 1.25% STRC-19 (SW-512, 18" DIA.) PIPE STA = 2+00.70 RIM = 1036.51 (2.12' DEPTH) INV. OUT (W) = 1034.38 P-19 (TYPE 4A CASTING) STRC-18 (SW-401, 48" DIA.) PIPE STA = 1+63.10 RIM = 1037.47 (3.65' DEPTH) INV. IN (E) = 1033.91 (P-19) INV. OUT (NW) = 1033.81 (P-20) P-20 12" RCP 70' @ 0.59% FLOWLINE ELEV: 1032.88 P-2 (SANITARY) 8" PVC 8" PVC BOTTOM OF PIPE ELEV: 1033.82 TOP OF PIPE ELEV: 1031.56 BOTTOM OF PIPE ELEV: 1032.85 TOP OF PIPE ELEV: 1029.38 1025 1030 1035 1040 1045 1025 1030 1035 1040 1045 0+00 10 3 4 . 4 0 E G F G 10 3 2 . 6 5 F G 10 3 6 . 2 9 E G 1+00 10 3 7 . 0 0 E G 10 3 2 . 8 6 F G 10 3 7 . 6 7 F G 10 3 7 . 9 3 E G 2+00 10 3 8 . 3 7 E G 10 3 6 . 8 8 F G 2+34 10 3 8 . 2 2 E G 10 3 7 . 0 0 F G EX I S T I N G S W - 5 0 5 , S W - 5 0 5 ST A = 0 + 1 0 . 9 4 RI M = 1 0 3 4 . 6 3 IN V . I N ( N ) = 1 0 3 1 . 8 0 P - 5 IN V . O U T ( S ) = 1 0 3 1 . 3 6 P - 4 P-5 12" RCP 39' @ 0.64% ST R C - 0 1 , 1 2 " F E S PI P E S T A = 0 + 5 4 . 9 1 STRC-09 (15" FES) PIPE STA = 1+15.38 STRC-10 (SW-505) PIPE STA = 2+34.27 BOC ELEV. = 1037.05 INV. OUT (SE) = 1033.95 P-6 P-6 15" RCP 119' @ 0.80% FLOWLINE ELEV: 1032.00 FLOWLINE ELEV: 1033.00 PROPOSED GRADE AFTER FINAL PHASE OF CONSTRUCTION EXISTING GRADE 1025 1030 1035 1040 1045 1025 1030 1035 1040 1045 0+00 10 3 2 . 0 9 E G 10 3 1 . 9 5 F G 10 3 5 . 1 8 F G 10 3 5 . 4 4 E G 1+00 10 3 6 . 3 5 E G 10 3 6 . 1 8 F G 10 3 7 . 1 8 F G 10 3 7 . 2 7 E G 1+55 10 3 7 . 3 6 E G 10 3 7 . 2 9 F G STRC-06 (12" FES) PIPE STA = 0+07.33 P-11 10" HDPE 32' @ 1.45% STRC-07 (SW-512, 18" DIA.) PIPE STA = 0+40.19 RIM = 1034.99 (2.14' DEPTH) INV. IN (W) = 1032.94 (P-12) INV. OUT (NE) = 1032.84 (P-11) (TYPE 4A CASTING) P-12 10" HDPE 114' @ 1.50% STRC-08 (SW-512, 18" DIA.) PIPE STA = 1+55.47 RIM = 1037.29 (2.62' DEPTH) INV. OUT (E) = 1034.67 P-12 (TYPE 4A CASTING) FLOWLINE ELEV: 1032.36 1020 1025 1030 1035 1040 1045 100+00 E G F G F G E G 101+00 10 3 6 . 8 9 E G 10 3 7 . 6 7 F G 10 3 7 . 1 1 F G 10 3 6 . 6 6 E G 102+00 10 3 5 . 8 5 E G 10 3 7 . 6 1 F G 10 3 6 . 7 4 F G 10 3 5 . 9 3 E G 103+00 10 3 7 . 3 1 E G 10 3 6 . 8 2 F G 10 3 7 . 8 6 F G 10 3 6 . 9 3 E G 104+00 10 3 6 . 5 9 E G 10 3 7 . 8 6 F G 10 3 7 . 5 3 F G 10 3 6 . 2 9 E G P-19 (STORM) 12" RCP P-2 (SANITARY) 8" PVC P-5 (SANITARY) 6" PVC EX-01 (EXIST. HYDRANT) PIPE STA: 104+16.77 8"PV C HYD-3 (HYDRANT ASSEMBLY) PIPE STA: 102+13.98 )7 ƒ%(1' STA: 103+22.06 )7 ƒ%(1' STA: 102+17.31TIE INTO EXISTING 12" WATER MAIN USING TAPPING SLEEVE AND VALVE APPROXIMATELY 70' LF OF WATER MAIN TO BE BORED UNDER ROAD BOTTOM OF PIPE ELEV: 1031.80 TOP OF PIPE ELEV: 1030.95 BOTTOM OF PIPE ELEV: 1030.71 TOP OF PIPE ELEV: 1029.81 GV-01 (TAPPING SLEEVE & VALVE) PIPE STA: 100+16.47 BOTTOM OF PIPE ELEV: 1033.82 TOP OF PIPE ELEV: 1031.57 1020 1025 1030 1035 1040 1045 7PRO-01 UTILITY PLANS 20'40'0 GRAPHIC SCALE 80' NORTH p: \ 1 9 1 0 8 2 - 0 0 0 \ 0 6 - d r a w i n g s \ C i v i l \ P l a n s \ b u i l d i n g 3 \ P R O - 0 1 . d w g 5/ 3 1 / 2 0 2 2 1 : 2 4 P M DRAWING NO. CHECKED BY ENGINEER SHEET NO. FIELD BOOK NO. DRAWN BY CURRENT VERSION DATE: NOTICE: McClure Engineering Company waives any and all responsibility and liability for problems which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for problems which arise from failure to obtain and/or follow the engineers guidance with respect to any errors, omissions, inconsistencies, ambiguities, or conflicts which are alleged. COPYRIGHT: Copyright and property rights in these documents are expressly reserved by McClure Engineering Company. No reproductions, changes, or copies in any manner shall be made without obtaining prior written consent from McClure Engineering Company. 1360 NW 121ST. Street Clive, Iowa 50325 515-964-1229 fax 515-964-2370 building strong communities. STONE PRAIRIE PLAT 7 LOT 3 SITE PLAN WAUKEE, IOWA 191082-020 J. BECKER J. BECKER 5/31/2022 9 STORM SEWER PROFILE SCALE: 1" = 40' STORM SEWER PROFILE SCALE: 1" = 40' STORM SEWER PROFILE SCALE: 1" = 40' NOTE: UTILITIES AND STRUCTURES THAT ARE EITHER GRAY OR NOT LABELED ARE INDENTED TO BE FUTURE CONSTRUCTION. FUTURE SITE PLANS WILL BE NECESSARY TO PROPOSE THOSE UTILITIES, INCLUDING CRITICAL CROSSINGS OF THESE UTILITIES. WATER MAIN PROFILE SCALE: 1" = 40' UTILITIES NOTES: 1)SANITARY CONNECTION, INVERT ELEVATION 1033.0 2)FDC LOCATION. 3)GAS MANIFOLD LOCATION. 4)2" DOMESTIC WATER SERVICE AND VALVE. APPROX. ELEV. 1033.0. 5)6" FIRE LINE AND VALVE. APPROX. ELEV. 1033.0. 6)RISER ROOM AND ROOF ACCESS LOCATION. 7)4" DOWNSPOUT COLLECTOR LINES. APPROX. ELEV. 1036.0. 8)ANY GROUND MOUNTED OR ROOF MOUNTED MECHANICAL UNITS ARE ARE REQUIRED TO BE FULLY SCREENED FROM PUBLIC VIEW. *UTILITIES NOTES ABOVE, INCLUDING SIZES, LOCATIONS, AND ELEVATIONS, ARE BASED ON MEP PLANS PROVIDED TO MCCLURE ON 3/14/22. 33,843 SF 0.78 AC LOT 2 36,690 SF 0.84 AC LOT A 40,866 SF 0.94 AC LOT 4 47,530 SF 1.09 AC LOT 3 37,019 SF 0.85 AC LOT 1 T T BUILDING B BUILDING C BUILDING A BUILDING D 30' LANDSCAPE BUFFER EASEMENT 30' FRONT SETBACK 30' FRONT SETBACK DETENTION BASIN DETENTION BASIN PP (4) PG (1) PG (1) PG (1)GT (1) QR (1) AG (1) CG (9) HP (3) PM (5) BM (5) BN (2) GT (1) QB (1) PG (3) CC (1) GT (1) PP (2) QB (1) PG (3) MX (1) QR (1) CC (1) AG (1) BN (1) ~250' PHASE 2 LANDSCAPE BUFFER MX (1) QB (2)* CC (1)* MX (2)* AG (2)* BN (1)* GT (2)* PG (3)* PP (3)* BM (5) WETLAND SEEDING MIXTURE BELOW 1030.0' CONTOUR (SUDAS TABLE 7E-24.01) WETLAND SEEDING MIXTURE BELOW 1030.0' CONTOUR (SUDAS TABLE 7E-24.01) 8LA-01 LANDSCAPE PLAN 15'30'0 GRAPHIC SCALE 60' NORTH p: \ 1 9 1 0 8 2 - 0 0 0 \ 0 6 - d r a w i n g s \ C i v i l \ P l a n s \ b u i l d i n g 3 \ L A - 0 1 . d w g 5/ 3 1 / 2 0 2 2 1 : 2 4 P M DECIDUOUS SHRUB (PRUNE DEAD OR DAMAGED BRANCHES AS NECESSARY) 2x ROOTBALL DIAMETER 2x ROOTBALL DIAMETER ALL MATERIALS AS SPECIFIED, SEE PLANTING PLAN FOR SPACING UNDISTURBED SOIL PLANTING SOIL MIX AS SPECIFIED SCARIFY SIDES AND BOTTOM OF PLANTING PIT BALL AND BURLAP, CUT ALL CORDS AND REMOVE COVERING FROM PLANT BEFORE INSTALLING PLANT ROOT COLLAR 1" ABOVE GRADE ROOT BALL (CONTAINER GROWN) REMOVE ENTIRE CONTAINER BEFORE INSTALLATION 3" DEPTH HARDWOOD MULCH, AS SPECIFIED DETAIL: SHRUB PLANTING 1/2" = 1'-0" UNDISTURBED SOIL PLANTING SOIL MIX AS SPECIFIED SCARIFY SIDES AND BOTTOM OF PLANTING PIT REMOVE TOP 1/3 OF BURLAP, TWINE, ROPE AND BASKET FROM ROOTBALL 3" DEPTH HARDWOOD MULCH, AS SPECIFIED ROOT FLARE 1" ABOVE GRADE, MINIMUM ARBOR TIE OR EQUIVALENT, AS SPECIFIED DECIDUOUS TREE, PRUNE DEAD OR DAMAGED BRANCHES AS NECCESSARY 2x ROOTBALL DIAMETER STAKING ORIENTATION 2 STAKES - 3" CAL. OR LESS 3 STAKES - GREATER THAN 3" CAL. 2 STAKES 3 STAKES N N ROOT BALL SHALL BE SET ON UNDISTRUBED SOIL RUBBER HOSE STAKING WIRE STEEL FENCE POST DETAIL: DECIDUOUS TREE PLANTING 1/2" = 1'-0" UNDISTURBED SOIL PLANTING SOIL MIX AS SPECIFIED SCARIFY SIDES AND BOTTOM OF PLANTING PIT REMOVE TOP 1/3 OF BURLAP, TWINE, ROPE AND BASKET FROM ROOTBALL 3" DEPTH HARDWOOD MULCH, AS SPECIFIED ROOT BASE 1" ABOVE GRADE, MINIMUM STEEL FENCE POST ARBOR TIE OR EQUIVALENT, AS SPECIFIED 2x ROOTBALL DIAMETER STAKING WIRE RUBBER HOSE EVERGREEN TREE, DO NOT CUT OR DAMAGE LEADER, PRUNE DEAD OR DAMAGED BRANCHES AS NECCESSARY STAKING ORIENTATION 2 STAKES - 6' OR LESS 3 STAKES - GREATER THAN 6' 2 STAKES 3 STAKES N N ROOT BALL SHALL BE SET ON UNDISTURBED SOIL DETAIL: EVERGREEN TREE PLANTING 1/2" = 1'-0" LANDSCAPE PLAN NOTES: 1.PLANT QUANTITIES ARE FOR INFORMATION ONLY; DRAWING SHALL PREVAIL IF CONFLICT OCCURS. CONTRACTOR IS RESPONSIBLE FOR CALCULATING OWN QUANTITIES AND BASING BID ACCORDINGLY. 2.CONTRACTOR SHALL PLACE EITHER MULCH OR ROCK AROUND TREES AND IN LANDSCAPING BEDS AT THE OWNERS' DISCRETION. IF MULCH, USE SHREDDED HARDWOOD BARK MULCH AROUND ALL TREES AND IN ALL PLANTING BEDS TO A DEPTH OF 3". WALNUT PRODUCTS ARE PROHIBITED. 3.KIND, SIZE AND QUALITY OF PLANT MATERIAL SHALL CONFORM TO AMERICAN STANDARD FOR NURSERY STOCK, ANSI Z-60.1-2004, OR MOST RECENT EDITION. 4.THE CONTRACTOR SHALL REPORT SUBSURFACE SOIL OR DRAINAGE PROBLEMS TO THE LANDSCAPE ARCHITECT. 5.THE CONTRACTOR SHALL SHOW PROOF OF PROCUREMENT, SOURCES, QUANTITIES AND VARIETIES FOR ALL TREES WITHIN 21 DAYS FOLLOWING THE AWARD OF CONTRACT. TIMELY PROCUREMENT OF ALL PLANT MATERIAL IS ESSENTIAL TO THE SUCCESSFUL COMPLETION AND INITIAL ACCEPTANCE OF THE PROJECT. 6.SUBSTITUTIONS SHALL ONLY BE ALLOWED WHEN THE CONTRACTOR HAS EXHAUSTED ALL SOURCES FOR THE SPECIFIED MATERIAL, AND HAS PROVEN THAT THE SPECIFIED MATERIAL IS NOT AVAILABLE. THE CONTRACTOR MUST PROVIDE NAME AND VARIETY OF SUBSTITUTION TO THE LANDSCAPE ARCHITECT AND CITY FOR APPROVAL PRIOR TO TAGGING OR PLANTING. SUBSTITUTIONS SHALL BE NEAREST EQUIVALENT SIZE OF VARIETY OF PLANT HAVING SAME ESSENTIAL CHARACTERISTICS. 7.ALL PLANT MATERIAL SHALL BE NURSERY GROWN, SOUND, HEALTHY, VIGOROUS AND FREE FROM INSECTS, DISEASE AND INJURIES, WITH HABIT OF GROWTH THAT IS NORMAL FOR THE SPECIES. SIZES SHALL BE EQUAL TO OR EXCEEDING SIZES INDICATED ON THE PLANT SCHEDULE. THE CONTRACTOR SHALL SUPPLY PLANTS IN QUANTITY AS SHOWN ON DRAWINGS. 8.STAKE OR PLACE ALL PLANTS IN FIELD AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE LANDSCAPE ARCHITECT FOR APPROVAL BY THE OWNER PRIOR TO PLANTING. 9.ALL DISTURBED AREAS NOT OTHERWISE COVERED BY BUILDING, PAVEMENT, AND LANDSCAPE BEDS SHALL BE SODDED. 10.RIGHT-OF-WAY OF SE LA GRANT PARKWAY AND SE WESTOWN PARKWAY TO BE SODDED. 11.ANY ROOF MOUNTED OR GROUND MOUNTED MECHANICAL UNITS ARE REQUIRED TO BE SCREENED FROM PUBLIC VIEW. *LANDSCAPING THAT IS NOT LABELED IN PLAN VIEW IS CONSIDERED FUTURE AND IS NOT INCLUDED IN THE PLANT SCHEDULE TABLE. EXTRANEOUS NAMES LISTED TO PROVIDE DIRECTION FOR FUTURE SITE PLANS. LANDSCAPING OPEN SPACE REQUIREMENTS CALCULATION PLANTS REQUIRED TOTAL PLANTS PROPOSED PHASE 2 PROPOSED 1 TREE PER 1,000 SF OF REQ. OPEN SPACE x (31,852 / 1,000) = 31.9 =32 TREES 38 TREES 13 TREES MIN. 50% SHALL BE OVERSOTRY 32 x 50%= 16 OVERSTORY 16 OVERSTORY 5 OVERSTORY MIN. 25% SHALL BE EVERGREEN 32 x 25%= 8 EVERGREEN 11 EVERGREEN 7 EVERGREEN 11 ORNAMENTAL 1 ORNAMENTAL 1 SHRUB PER 1,000 SF OF REQ. OPEN SPACE x (31,852 / 1,000) = 31.9 =32 SHRUBS 49 SHRUBS 27 SHRUBS 30' LANDSCAPING BUFFER REQUIREMENTS (PHASE 2)CALCULATION PLANTS REQUIRED PLANTS PROPOSED (PHASE 2)* 2 OVERSTORY PER 50 LF OF BUFFER x (250 / 50) = 10 = 10 OVERSTORY 10 OVERSTORY* 3 EVERGREEN PER 50 LF OF BUFFER x (250 / 50) = 15 = 15 EVERGREEN 15 EVERGREEN* 2 ORNAMENTAL PER 50 LF OF BUFFER x (250 / 50) = 10 = 10 ORNAMENTAL 10 ORNAMENTAL* *SOME TREES ARE SHOWN IN GREY FOR THIS LANDSCAPE PLAN, WHICH INDICATES FUTURE INSTALLATION. THIS PLAN PROPOSES FUTURE INSTALLATION OF A PORTION OF THE BUFFER REQUIREMENTS BECAUSE UTILITIES WILL BE ROUTED THROUGH THE PUE AND GAS EASEMENT PROVIDED IN THE BUFFER WHEN BUILDING D IS CONSTRUCTED LIKELY WIPING OUT A LARGE PORTION OF THE BUFFER REQUIREMENTS. THE REMAINING BUFFER PLANTINGS WILL BE INSTALLED WITH BUILDING D. 3 1 2 DRAWING NO. CHECKED BY ENGINEER SHEET NO. FIELD BOOK NO. DRAWN BY CURRENT VERSION DATE: NOTICE: McClure Engineering Company waives any and all responsibility and liability for problems which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for problems which arise from failure to obtain and/or follow the engineers guidance with respect to any errors, omissions, inconsistencies, ambiguities, or conflicts which are alleged. COPYRIGHT: Copyright and property rights in these documents are expressly reserved by McClure Engineering Company. No reproductions, changes, or copies in any manner shall be made without obtaining prior written consent from McClure Engineering Company. 1360 NW 121ST. Street Clive, Iowa 50325 515-964-1229 fax 515-964-2370 building strong communities. STONE PRAIRIE PLAT 7 LOT 3 SITE PLAN WAUKEE, IOWA 191082-020 J. BECKER J. BECKER 5/31/2022 9 2.0' BEHIND BACK OF CURB (TYP.) VARIES ( 3 : 1 M A X ) 4% 6" PCC PAVEMENT 12" SUBGRADE PREP OR 6" ROCK EXTEND SUBGRADE PREP 2' FROM BACK OF CURB % VARIES 9DT-01 DETAILS p: \ 1 9 1 0 8 2 - 0 0 0 \ 0 6 - d r a w i n g s \ C i v i l \ P l a n s \ b u i l d i n g 3 \ d e t a i l s . d w g 5/ 3 1 / 2 0 2 2 1 : 2 5 P M DRAWING NO. CHECKED BY ENGINEER SHEET NO. FIELD BOOK NO. DRAWN BY CURRENT VERSION DATE: NOTICE: McClure Engineering Company waives any and all responsibility and liability for problems which arise from failure to follow these Plans, Specifications, and the engineering intent they convey, or for problems which arise from failure to obtain and/or follow the engineers guidance with respect to any errors, omissions, inconsistencies, ambiguities, or conflicts which are alleged. COPYRIGHT: Copyright and property rights in these documents are expressly reserved by McClure Engineering Company. No reproductions, changes, or copies in any manner shall be made without obtaining prior written consent from McClure Engineering Company. 1360 NW 121ST. Street Clive, Iowa 50325 515-964-1229 fax 515-964-2370 building strong communities. STONE PRAIRIE PLAT 7 LOT 3 SITE PLAN WAUKEE, IOWA 191082-020 J. BECKER J. BECKER 5/31/2022 9 FORM GRADE ELEV. Slope as per plans 71 2'' 41 2'' 6" 3" 6" STANDARD CURB R 3" .925' OUTSIDE DIAMETER .833' INSIDE DIAMETER 5'3' VARIES (4' IS MOST TYP.) 3' EXISTING TRAIL OR PROPOSED SIDEWALK TOP OF 'BERM' (6" ABOVE SIDEWALK ELEV.) BOTTOM OF LONGITUDINAL SWALE VAR I E S ED G E O F B U I L D I N G 10%VARIES PURPOSE: SPECIAL GRADING IS PROPOSED BETWEEN PROPOSED BUILDINGS AND TRAIL/SIDEWALK ALONG THE EXISTING RIGHT-OF-WAY TO ENSURE ON-SITE STORMWATER IS COLLECTED IN THE PROPOSED STORM SEWER AND STORM SYSTEM. Pr o p e r t y l i n e DETAIL BTYPE A WITH RADII TYPICAL SECTION as sp e c i f i e d 'C' or 'E' joint 'E' joint 8 'B' joint Refer to Detail B Back of curb 'C' joint 2 Sidewalk Driveway Curb 6 7 4 2 3 Drop curb height: 0" to 2" Curb o p e n i n g Drivew a y w i d t h 18"12" 1'-0" m i n . 9 2 7Back of curb 1 R#5 x 36" reinforcing bar 1'-0" 1'-0" 1 2 3 4 5 6 7 8 9 10 10 10 5 Driveway radius (R). Residential: 10 foot minimum,15 foot maximum. Commercial and industrial: As specified in the contract documents. Transition the curb height to 0 inches at end of taper/radius or at the front edge of sidewalk. Do not extend raised curb across sidewalk. Pavement thickness. Residential: 6 inches minimum. Commercial and industrial: 7 inches minimum. Sidewalk thickness through driveway to match thickness of driveway. Center reinforcing bar vertically in the pavement. Match thickness of adjacent roadway, 8 inches minimum. Provide 'E' joint at back of curb unless 'B' joint is specified. For alleys, invert the pavement crown 2% toward center of alley. Target cross slope of 1.5% with a maximum cross slope of 2.0%. If specified in the contract documents, construct the sidewalk through the driveway 5 feet wide to serve as a passing space. If cross slope of adjacent sidewalk panel exceeds 2.0%, remove and replace to transition from existing sidewalk to sidewalk through driveway. If elevation change requires a curb ramp, comply with Figure 7030.205; verify need for detectable warning panel with Engineer. 6" x 90° ELBOW 6" STORM SEWER PIPE 6" STORM SEWER PIPE NYLOPLAST DOWNSPOUT ADAPTER (PART #0666FH OR APPROVED EQUAL). COORDINATE LOCATION & SIZE WITH ARCHITECTURAL PLANS. FLUSH MOUNT TO TOP OF SIDEWALK OR GRADE. BU I L D I N G W A L L BUILDING DOWNSPOUT. SEE ARCHITECTURAL PLANS FOR DETAILS. BUILDING FOOTING (ELBOW ELEVATION MAY BE HIGHER THAN FOOTING) STORM PIPE. REFER TO PLANS FOR SIZE. C = DOWNSTREAM APRON WIDTH B = APRON LENGTH A = UPSTREAM APRON WIDTH D = TONS OF CLASS 'E' EROSION STONE STRC - 6 STRC - 9 A B C D 3' 4' 5' 5' 6' 6' 3 TONS 3 TONS STRUCTURE NAME STRC - 16 3'5'6'3 TONS 12" MODIFIED SOIL UNDISTURBED SOIL UNDISTURBED SOIL EXISTING GRADE EXCAVATE TO 1.5' LOWER THAN OUTLET 2.0% 1032.0 ELEV. 1030.5' ELEV. SEE LANDSCAPE DETAILS FOR PLANTINGS OUTLET NORTH ELEVATION NO SCALE NOTE: THESE ELEVATIONS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF THE CITY OF WAUKEE'S ARCHITECTURAL DESIGN STANDARDS AND THE APPROVAL OF THE PLANNING COMMISSION / CITY OF WAUKEE. CHANGES SHALL NOT BE MADE TO THE APPROVED ELEVATIONS UNLESS APPROVED BY THE LOCAL JURISDICTION. 3,114 S.F. 100%TOTAL AREA 1,086 S.F. 35%GLASS CLEAR GLASS IN DARK BRONZE ALUMINUM FRAMES 1,073 S.F. 35%MASONRY APPLIED MASONRY VENEER 649 S.F. 20%EIFS EXTERIOR INSULATION FINISH SYSTEM 336 S.F. 10%ACP ALUMINUM COMPOSITE PANEL E.I.F.S E.I.F.S. PRE-FINISHED PAINTED ALUMINUM CAP ALUMINUM COMPOSITE MATERIAL (ACM) ALUMINUM FRAMED WINDOWS APPLIED MASONRY VENEER (AMV) TYPE 2 APPLIED MASONRY VENEER (AMV) TYPE 1 WHITE VINYL FENCE WEST ELEVATION NO SCALE NOTE: THESE ELEVATIONS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF THE CITY OF WAUKEE'S ARCHITECTURAL DESIGN STANDARDS AND THE APPROVAL OF THE PLANNING COMMISSION / CITY OF WAUKEE. CHANGES SHALL NOT BE MADE TO THE APPROVED ELEVATIONS UNLESS APPROVED BY THE LOCAL JURISDICTION. E.I.F.S. ALUMINUM COMPOSITE MATERIAL (ACM) E.I.F.S PRE-FINISHED PAINTED ALUMINUM CAP APPLIED MASONRY VENEER (AMV) TYPE 2 APPLIED MASONRY VENEER (AMV) TYPE 1 WHITE VINYL FENCE, 6' HIGH. 1,175 S.F. 100%TOTAL AREA 114 S.F. 10%GLASS CLEAR GLASS IN DARK BRONZE ALUMINUM FRAMES 810 S.F. 69%MASONRY APPLIED MASONRY VENEER 189 S.F. 16%EIFS EXTERIOR INSULATION FINISH SYSTEM 62 S.F. 5%ACP ALUMINUM COMPOSITE PANEL 6' H I G H F E N C E REVISION 03.25.2022 20005 AC001 COLOR ELEVATIONS RM TH E I N F O R M A T I O N , D E S I G N AN D C O N C E P T C O N T A I N E D WI T H I N T H I S D O C U M E N T I S T H E PR O P E R T Y O F P R I M U S CO M P A N I E S , I N C . A N D I S PR O T E C T E D U N D E R CO P Y R I G H T L A W . UN A U T H O R I Z E D U S E I N C L U D I N G RE P R O D U C T I O N I S P R O H I B I T E D WI T H O U T W R I T T E N PE R M I S S I O N . © C O P Y R I G H T 40 1 8 t h A v e . S E ■ Ce d a r R a p i d s , I o w a ■ 5 2 4 0 1 De s M o i n e s ■ K a n s a s C i t y ■ M i n n e a p o l i s ■ O m a h a ww w . d e n t a l b u i l d e r s . c o m 31 9 . 3 9 3 . 4 8 3 1 29 5 S E W e s t o w n P k w y . , W a u k e e , I A St o n e P r a i r i e P l a t 7 - L o t 3 SOUTH ELEVATION NO SCALE NOTE: THESE ELEVATIONS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF THE CITY OF WAUKEE'S ARCHITECTURAL DESIGN STANDARDS AND THE APPROVAL OF THE PLANNING COMMISSION / CITY OF WAUKEE. CHANGES SHALL NOT BE MADE TO THE APPROVED ELEVATIONS UNLESS APPROVED BY THE LOCAL JURISDICTION. WHITE VINYL FENCE E.I.F.S. ALUMINUM COMPOSITE MATERIAL (ACM) E.I.F.S PRE-FINISHED PAINTED ALUMINUM CAP APPLIED MASONRY VENEER (AMV) TYPE 2 APPLIED MASONRY VENEER (AMV) TYPE 1 ALUMINUM FRAMED WINDOWS 3,114 S.F. 100%TOTAL AREA 474 S.F. 16%GLASS CLEAR GLASS IN DARK BRONZE ALUMINUM FRAMES 2,219 S.F. 71%MASONRY APPLIED MASONRY VENEER 303 S.F. 9%EIFS EXTERIOR INSULATION FINISH SYSTEM 118 S.F. 4%ACP ALUMINUM COMPOSITE PANEL WEST ELEVATION NO SCALE NOTE: THESE ELEVATIONS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF THE CITY OF WAUKEE'S ARCHITECTURAL DESIGN STANDARDS AND THE APPROVAL OF THE PLANNING COMMISSION / CITY OF WAUKEE. CHANGES SHALL NOT BE MADE TO THE APPROVED ELEVATIONS UNLESS APPROVED BY THE LOCAL JURISDICTION. E.I.F.S. ALUMINUM COMPOSITE MATERIAL (ACM) E.I.F.S PRE-FINISHED PAINTED ALUMINUM CAP APPLIED MASONRY VENEER (AMV) TYPE 2 APPLIED MASONRY VENEER (AMV) TYPE 1 1,175 S.F. 100%TOTAL AREA 114 S.F. 10%GLASS CLEAR GLASS IN DARK BRONZE ALUMINUM FRAMES 810 S.F. 69%MASONRY APPLIED MASONRY VENEER 189 S.F. 16%EIFS EXTERIOR INSULATION FINISH SYSTEM 62 S.F. 5%ACP ALUMINUM COMPOSITE PANEL REVISION AC002 RM TH E I N F O R M A T I O N , D E S I G N AN D C O N C E P T C O N T A I N E D WI T H I N T H I S D O C U M E N T I S T H E PR O P E R T Y O F P R I M U S CO M P A N I E S , I N C . A N D I S PR O T E C T E D U N D E R CO P Y R I G H T L A W . UN A U T H O R I Z E D U S E I N C L U D I N G RE P R O D U C T I O N I S P R O H I B I T E D WI T H O U T W R I T T E N PE R M I S S I O N . © C O P Y R I G H T 40 1 8 t h A v e . S E ■ Ce d a r R a p i d s , I o w a ■ 5 2 4 0 1 De s M o i n e s ■ K a n s a s C i t y ■ M i n n e a p o l i s ■ O m a h a ww w . d e n t a l b u i l d e r s . c o m 31 9 . 3 9 3 . 4 8 3 1 03.25.2022 20005 COLOR ELEVATIONS 29 5 S E W e s t o w n P k w y . , W a u k e e , I A St o n e P r a i r i e P l a t 7 - L o t 3