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2023-08-07 J09A-C Waukee Public Safety_Preliminary Plat, Final Plat, Site Plan
AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: August 7, 2023 AGENDA ITEM: Consideration of approval of resolutions approving a preliminary plat, final plat, and site plan for NW Waukee Public Safety Plat 1/Waukee Public Safety FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: City of Waukee, the owner and applicant, is requesting approval of a preliminary plat, final plat and site plan for a 29.26-acre development for a new public safety building for the City of Waukee, located south of NW Douglas Parkway and east of T Avenue/NW 20th Street. The project involves the platting of one lot and one outlot for the construction of a single-story building. The building is 85,640 square feet in area and 27- feet in height. The building will be used to house the City of Waukee’s Police and Fire Departments and will include office space, living space and indoor parking. A trash enclosure is located at the northeast corner of the parking lot. A monument sign will be provided at the south entrance to the site. A generator is shown at the southeast corner of the building and will be fully screened from view. A future water tower is planned for the open area along the east side of the site, a driveway connection will be provided for the future water tower. A large pond is shown to the north of the proposed building. A parking lot will be provided off of NW Douglas Parkway for the public to utilize for access to the pond. A trail will be provided around the pond and will connect to the surrounding trails. There are two primary accesses into the site located off of T Avenue, or what will be called NW 20th Street. The main access for the public will be the south access, with a parking lot located immediately west of the building. Other parking areas throughout the site are for Police and Fire personnel. All public utilities will be extended into the site. Stormwater management for the site will be provided with a large pond located to the north of the proposed building. The City will own and maintain this pond. The landscaping, open space, and parking meet the requirements of the ordinance. Elevations of the proposed building have been provided for review. The design and materials are consistent with the Site Plan Ordinance. The final plat includes one lot, one outlot, and two street lots. All proposed easements have been indicated on the final plat. The existing gas line easement will be vacated. J9A-C FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed the preliminary plat, final plat and site plan request at their meeting on July 25, 2023 and recommended approval: Community Development Director, Andy Kass, introduced the request for a preliminary plat, final plat, and site plan for the development of a new public safety building for the City of Waukee. The property is generally located south of NW Douglas Parkway and east of T Avenue/NW 20th Street, containing approximately 29.26 acres. The project identifies the construction of a single-story, 85,640 square foot building that is proposed to be 27-feet in height. The building will be used to house the City of Waukee’s Police and Fire Departments. The building will be used for offices, living space, and indoor parking. The estimated completion date is July 2025. A trash enclosure is located at the northeast corner of the parking lot. A monument sign is shown at the south entrance to the site. A generator is shown at the southeast corner of the building and will be fully screened from view. A future water tower is planned for the open area along the east side of the site, and there is a driveway connection shown to be provided to this future water tower. A large pond is shown to the north of the proposed building. Parking will be provided off of NW Doughlas parkway for the public to utilize for access to the pond. A trail will be provided around the pond and will connect to the surrounding trails. The pond and trails area will be a public amenity. The final plat includes one lot and one outlot. Lot 1 will include the proposed building. Outlot A is at the north of the plat, located north of NW Douglas Parkway. The plat also indicates two street lots for the public streets. There are two primary accesses into the site located off of T Avenue or what will be called NW 20th Street. The main access for the public will be the south access, with a parking lot located immediately west of the building. The other parking areas throughout the site are meant for Police and Fire personnel. The Zoning Ordinance requires 180 parking spaces. The site plan indicates 194 parking spaces across the site, including 9 accessible parking spaces. No bicycle parking spaces are required but six (6) bicycle parking spaces will be provided. Staff will park to the north and behind the building. Public parking is located on the west side. Sidewalks will be provided throughout the site. A 10-foot-wide trail will be installed along T Avenue/NW 20th Street. A 5-foot-wide sidewalk will be installed along the south side of NW Douglas Parkway. A trail will be provided around the pond and will also connect to the surrounding trails. All proposed easements have been indicated on the final plat. The existing gas line easement will be vacated. Utilities will be extended into the site from T Avenue/NW 20th Street. Stormwater management for the site will be provided with a large pond located north of the proposed building. The city will own and maintain this pond. A total of 20% open space is required. The Site plan indicates 82% open space will be provided and will be sodded and seeded with a variety of grasses and landscaping materials; all landscaping requirements have been met. The elevations of the building are proposed to be constructed of mostly precast concrete panels, wood soffit, aluminum louver system, and aluminum curtain wall. Overhead doors are proposed on the east, south and north elevations. The proposed preliminary plat, final plat, and site plan is in general conformance with the Zoning Ordinance, Subdivision Ordinance and Site Plan Ordinance. Staff recommends approval of the preliminary plat, final plat, and site plan for the development of a new public safety building for the City of Waukee subject to any remaining staff comments and review of legal documents. Commissioner Streit asked if there will be a median/curb. Josh DeBower, Lead Civil Engineer for Foth, 8191 Birchwood Court, Johnston, IA 50131 responded to the question and spoke about how pre-emptive signals would be used and that the general public would not be using this drive. Commissioner Streit asked what changes are planned for the current building. Mr. Kass explained that the entire police department will re-locate to the new building; Fire will maintain a presence at the existing building on SE LA Grant and there will be some renovations. He added this is a council strategic planning priority to review what the building will be used for going forward. Additionally, a consultant was hired to determine the best use of the space. it would be used for. Commissioner Koelker moved for approval of a Preliminary Plat for the development of a new public safety building for the City of Waukee subject to remaining staff comments and review of legal documents. The motion was seconded by Commissioner Lohse. Ayes: Koelker, Broderick, Streit, Lohse, Tessau and Bankole. Nays: None. Motion carried. Commissioner Koelker moved for approval of a Final Plat for the development of a new public safety building for the City of Waukee subject to remaining staff comments and review of legal documents. The motion was seconded by Commissioner Lohse. Ayes: Koelker, Broderick, Streit, Lohse, Tessau and Bankole. Nays: None. Motion carried. Commissioner Koelker moved for approval of a Site Plan for the development of a new public safety building for the City of Waukee subject to remaining staff comments and review of legal documents. The motion was seconded by Commissioner Tessau. Ayes: Koelker, Broderick, Streit, Lohse, Tessau and Bankole. Nays: None. Motion carried. STAFF REVIEW AND COMMENT: Staff recommends approval of the preliminary plat, final plat, and site plan subject to remaining staff comments. RECOMMENDATION: Approve the resolutions. ATTACHMENTS: I. Proposed Resolutions II. Staff Report III. Preliminary Plat IV. Final Plat V. Site Plan VI. 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 2023- APPROVING THE PRELIMINARY PLAT FOR NW WAUKEE PUBLIC SAFETY PLAT 1 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 reviewed and recommended approval of a Preliminary Plat for NW Waukee Public Safety Plat 1 on July 25, 2023; AND, WHEREAS, the Preliminary Plat for NW Waukee Public Safety Plat 1 is in general conformance with section §176 - Subdivision Regulations of the Waukee Municipal Code. NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on this the 7th day of August, 2023 that the Preliminary Plat for NW Waukee Public Safety Plat 1 be 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 THE CITY OF WAUKEE, IOWA RESOLUTION 2023- APPROVING THE FINAL PLAT FOR NW WAUKEE PUBLIC SAFETY PLAT 1 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, TIC PROPERTIES, LLC and LOLOWAU, LLC, has requested final plat approval of Iowa Clinic Waukee Plat 1 (the “Plat”); AND, WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of the Plat on September 27, 2022, subject to remaining staff comments and review of the legal documents; AND, WHEREAS, the Final Plat for Iowa Clinic Waukee Plat 1 and the documents relating thereto will comply with section §176 – Subdivision Regulations of the Waukee Municipal Code. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Waukee, Iowa on this 3rd day of October, 2022, that the Final Plat for Iowa Clinic Waukee Plat 1 be and the same is hereby accepted and approved by the City Council of the City of Waukee. BE IT FURTHER RESOLVED that the City of Waukee does hereby accept the following easements and documents to be filed with the Plat: 1. Warranty Deed (Lots A and B); 2. Public Utility Easement; 3. Public Sanitary Sewer Easement; and 4. Public Overland Flowage Easement. ____________________________ 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 THE CITY OF WAUKEE, IOWA RESOLUTION 2023- APPROVING THE SITE PLAN FOR WAUKEE PUBLIC SAFETY (815 NW 20TH STREET) 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 Waukee Public Safety, subject to remaining staff comments on July 25, 2023; AND, WHEREAS, the Site Plan for Waukee Public Safety is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Waukee Public Safety 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 7th day of August, 2023 that the Site Plan for Waukee Public Safety 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: Waukee Public Safety – Preliminary Plat, Final Plat & Site Plan PREPARED BY: Melissa DeBoer, AICP – Planning Coordinator REPORT DATE: July 20, 2023 MEETING DATE: July 25, 2023 GENERAL INFORMATION Owner / Applicant: City of Waukee Owner’s Representative: Devon Moody, Confluence Request: The applicant is requesting approval of a site plan for the development of a new public safety building for the City of Waukee. Location and Size: Property is generally located south of NW Douglas Parkway and east of T Avenue/NW 20th Street, containing approximately 29.26 acres. Property Address: 815 NW 20th Street AREA MAP ABOVE: Aerial of subject property (outlined in RED) in relation to the surrounding area. July 20, 2023 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant – Undeveloped Single Family Residential / Neighborhood Commercial / Open Space A-1 (Agricultural) North Vacant – Undeveloped Neighborhood Commercial / Medium Density Residential A-1 (Agricultural) South Vacant – Undeveloped Single Family Residential R-3 (Multi-Family Residential) East Single Family Residential Single Family Residential R-2 (One & Two Family Residential) West Industrial (Apple) / Vacant – Undeveloped Technology Center / Urban Reserve M-1 (Light Industrial) / PD-1 (Planned Development Overlay) PROJECT DESCRIPTION The project identifies the construction of a single-story, 85,640 square foot building that is proposed to be 27- feet in height. The building will be used to house the City of Waukee’s Police and Fire Departments. The building will be used for offices, living space, and indoor parking. A trash enclosure is located at the northeast corner of the parking lot. A monument sign is shown at the south entrance to the site. A generator is shown at the southeast corner of the building and will be fully screened from view. A future water tower is planned for the open area along the east side of the site, there is a driveway connection shown to be provided to this future water tower. A large pond is shown to the north of the proposed building. A parking lot will be provided off of NW Douglas Parkway for the public to utilize for access to the pond. A trail will be provided around the pond and will connect to the surrounding trails. The pond and trails area will be a public amenity. The final plat includes one lot and one outlot. Lot 1 will include the proposed building. Outlot A is at the north of the plat, located north of NW Douglas Parkway. The plat also indicates two street lots for the public streets. ACCESS AND PARKING There are two primary accesses into the site located off of T Avenue or what will be called NW 20th Street. The main access for the public will be the south access, with a parking lot located immediately west of the building. The other parking areas throughout the site are meant for Police and Fire personnel. The Zoning Ordinance requires 180 parking spaces. The site plan indicates a total of 194 parking spaces across the site, including 9 accessible parking spaces. No bicycle parking spaces are required, but 6 bicycle parking spaces will be provided. Sidewalks will be provided throughout the site. A 10-foot-wide trail will be installed along T Avenue / NW 20th Street. A 5-foot-wide sidewalk will be installed along the south side of NW Douglas Parkway. A trail will be provided around the pond and will also connect to the surrounding trails. July 20, 2023 3 of 3 EASEMENTS All proposed easements have been indicated on the final plat. The existing gasline easement will be vacated. UTILITIES Utilities will be extended into the site from T Avenue / NW 20th Street. Storm water management for the site will be provided with a large pond located north of the proposed building. The City will own and maintain this pond. LANDSCAPING & OPEN SPACE A total of 20% open space is required. The Site Plan indicates that 82% open space will be provided. The site will be sodded and seeded with a variety of grasses and landscaping materials. The proposed landscape plan meets the requirements of the Landscape and Open Space Ordinance. ELEVATIONS The elevations of the building are proposed to be constructed of mostly precast concrete panels, wood soffit, aluminum louver system, and aluminum curtain wall. Overhead doors are proposed on the east, south and north elevations. STAFF RECOMMENDATION The proposed preliminary plat, final plat, and site plan is in general conformance with the Zoning Ordinance, Subdivision Ordinance and Site Plan Ordinance. Staff recommends approval of the preliminary plat, final plat, and site plan subject to any remaining staff comments and review of the legal documents. CPS SIGN SIGN SIGN CPS SIGN CPS SIGN SIGN CPS CPS SIGN S 35° 06' 27" E 753.80 ( M) N 0 0 ° 1 0 ' 5 1 " W 5 3 6 . 1 9 ' ( M ) T A V E N U E L O T A (119,441 SQ.FT.) 2.74 AC L O T B N 0 0 ° 1 0 ' 5 1 " W 7 3 1 . 5 9 ' 2 6 8 . 0 9 ' N 0 ° 1 0 '5 1 "W PRELIMINARY PLAT NW WAUKEE PUBLIC SAFETY PLAT 1 SET 5/8" REROD W/PINK CAP #22487 (UNLESS NOTED) SUBDIVISION BOUNDARY SECTION LINE RIGHT-OF-WAY LINE PROPERTY LINE LEGEND SET SECTION CORNER MONUMENT LEGAL DESCRIPTION: SPCS SOUTH ZONE, US SURVEY FOOT. FOR THE PURPOSE OF THIS DESCRIPTION, ALL BEARING AND DISTANCES ARE REFERENCED TO NAD83(2011) IA RESTRICTIONS OF RECORD. SAID TRACT CONTAINS 1,519,643 SQUARE FEET OR 34.89 ACRES MORE OR LESS, SUBJECT TO EASEMENTS AND BEGINNING. SAID WEST LINE, 1,321.30 FEET TO THE SOUTHWEST CORNER OF SAID SECTION 20, ALSO BEING THE POINT OF NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 29; THENCE NORTH 00° 28' 18" EAST ALONG NORTH 89° 40' 41" WEST, 1,527.77 FEET ALONG SAID SOUTH LINE TO A POINT ON THE WEST LINE OF THE ON THE SOUTH LINE OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 29; THENCE RADIUS CURVE CONCAVE NORTH EAST WHOSE CHORD BEARS SOUTH 36° 55' 22" EAST, 1807.21 FEET TO A POINT THENCE CONTINUING ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE 1,807.21 FEET ALONG A 22,698.31 FOOT 27" EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, 753.80 FEET TO A POINT ON A NON-TAGENT CURVE; RACCOON RIVER VALLEY TRAIL (FORMERLY THE MINNEAPOLIS & ST. LOUIS RAILROAD); THENCE SOUTH 35° 06' FEET ALONG THE WEST LINE OF SAID SECTION 20 TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF BEGINNING AT THE SOUTHWEST QUARTER CORNER OF SAID SECTION 20, THENCE NORTH 00° 10' 15" WEST, 731.59 AS FOLLOWS: OF THE FIFTH PRINCIPAL MERIDIAN, CITY OF WAUKEE, DALLAS COUNTY, IOWA, MORE PARTICULARLY DESCRIBED AND THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 79 NORTH , RANGE 26 WEST A PART OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 20, TOWNSHIP 79 NORTH, RANGE 26 PROPERTY OWNER: CITY OF WAUKEE, IOWA 71.01'N 44° 56' 03" W SEC.20-79-2641-SW 41SW R O A D W A Y E A S E M E N T 4 0 ' E X I S T I N G OUTLOT A 719.02' E A S E M E N T ( T Y P . ) 4 0 ' S A N I T A R Y S E W E R 1 5 ' P U B L I C U T I L I T Y E A S E M E N T ( T Y P . ) 1 PLAT 1NW WAUKEE PUBLIC SAFETY PRINTED: 7/20/2023 1:31:26 PM 21841001 7/7/2023 WAUKEE PUBLIC SAFETY BUILDING 815 NW 20th Street WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 Revision Description Date A 19181716151413121110987654 B C D E F G H J K L M N P Q R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet Number Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect F E E T 5 0 0 2 5 5 0 1 00 UV GV WVWV UV UV UV EB SIGN SIGN WV SIGN SIGN WHWV WV SIGNUB CPS CPS CPS SIGN E DOOR CO CO CO CO CO CO CO SE P A R A T O R SA N D / O I L SE P A R A T O R SA N D / O I L COCO CO CO CO CO COCO COCOCOCO CO CO CO COCOCO CAP #15982 W/YELLOW FND 1/2" IR N 0 0 ° 2 8 ' 1 8 " E 1 3 2 1 . 3 0 ' R A C C O O N RIVE R V ALLE Y T R AIL POB SEC. 20-79-26 SW CORNER FND 1/2" IR N 89° 40' 57" W 513.21'(M) 512.79'(R) N 89° 40' 41" W 1527.77'(M) N 89° 40' 57" W 316.32' 466.07' N 0 0 ° 2 8 ' 1 8 " W 1 0 3 9 . 6 1 ' ( M ) T A V E N U E LOT B L O T A L O T B CURVE TABLE RADIUSLENGTHCURVE CHD. LENGTH CHD BEARING DELTA 1807.67'22,698.31'1807.21'S36°55'22"E 04°30'34"C1 C1 (T O BE V A C ATE D) B K 471/P G 365 G ASLI NE E ASE M E NT 80' E XISTI N G STRATFORD CROSSIN G PLAT 10 19 20 21 2271.01'N 44° 56' 03" W SEC.29-79-2641-N W 41 N W E A S E M E N T ( T Y P . ) 4 0 ' S A N I T A R Y S E W E R 15' PUBLIC UTILITY EASEME N T ( T Y P . ) 15' PUBLIC UTILITY EASEMENT (TYP.) 15' PUBLIC UTILITY EASEMENT (TYP.) E A S E M E N T ( T Y P . ) 1 5 ' P U B L I C U T I L I T Y (1,221,672 SQ.FT.) 28.05 AC LOT 1 210.00' 151.84' 129.28' 6 3. 1 8'52.16' 70.81'N 45° 23' 40" E M ORGAN PLAT 2 OU TLOT Z APPLE IN C BK 2021/PG 35437 JERRY 'S H OM ES, IN C SEC. 29-79-26 41-N W 21 PART OF TH E S 100.00'50.00'150.00' 75.00' 2 6 9. 0 0' 78.29' 81.99'150.35' E A S E M E N T ( T Y P . ) 4 0 ' S A N I T A R Y S E W E R (VARIES) EASEMENT OVERLAND FLOWAGE 2 PLAT 1NW WAUKEE PUBLIC SAFETY PRINTED: 7/20/2023 1:32:54 PM 21841001 5/09/2023 WAUKEE PUBLIC SAFETY BUILDING 815 NW 20th Street WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 Revision Description Date A 19181716151413121110987654 B C D E F G H J K L M N P Q R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet Number Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect 60.00' F E E T 5 0 0 2 5 5 0 1 00 D R A F T S 3 5 ° 0 6' 2 7 " E 7 5 3 . 8 0 ( M ) N 89° 40' 57" W 316.32' T AVENUE LOT B LOT A (119,441 SQ.FT.)2.74 AC LOT B N 00° 10' 51" W 731.59' (M) 731.00 (R) LEGAL DESCRIPTION: ZONE, US SURVEY FOOT. DISTANCES ARE REFERENCED TO NAD83(2011) IA SPCS SOUTH FOR THE PURPOSE OF THIS DESCRIPTION, ALL BEARING AND RECORD. MORE OR LESS, SUBJECT TO EASEMENTS AND RESTRICTIONS OF SAID TRACT CONTAINS 1,519,643 SQUARE FEET OR 34.89 ACRES SECTION 20, ALSO BEING THE POINT OF BEGINNING. LINE, 1,321.30 FEET TO THE SOUTHWEST CORNER OF SAID SECTION 29; THENCE NORTH 00° 28' 18" EAST ALONG SAID WEST NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID ALONG SAID SOUTH LINE TO A POINT ON THE WEST LINE OF THE SECTION 29; THENCE NORTH 89° 40' 41" WEST, 1,527.77 FEET NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID EAST, 1807.21 FEET TO A POINT ON THE SOUTH LINE OF THE CONCAVE NORTH EAST WHOSE CHORD BEARS SOUTH 36° 55' 22" LINE 1,807.21 FEET ALONG A 22,698.31 FOOT RADIUS CURVE THENCE CONTINUING ALONG SAID SOUTHERLY RIGHT-OF-WAY OF-WAY LINE, 753.80 FEET TO A POINT ON A NON-TAGENT CURVE; THENCE SOUTH 35° 06' 27" EAST ALONG SAID SOUTHERLY RIGHT- TRAIL (FORMERLY THE MINNEAPOLIS & ST. LOUIS RAILROAD); SOUTHERLY RIGHT-OF-WAY LINE OF RACCOON RIVER VALLEY ALONG THE WEST LINE OF SAID SECTION 20 TO A POINT ON THE SECTION 20, THENCE NORTH 00° 10' 15" WEST, 731.59 FEET BEGINNING AT THE SOUTHWEST QUARTER CORNER OF SAID MORE PARTICULARLY DESCRIBED AS FOLLOWS: PRINCIPAL MERIDIAN, CITY OF WAUKEE, DALLAS COUNTY, IOWA, SECTION 29, TOWNSHIP 79 NORTH , RANGE 26 WEST OF THE FIFTH THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF QUARTER OF SECTION 20, TOWNSHIP 79 NORTH, RANGE 26 AND A PART OF THE SOUTHWEST QUARTER OF THE SOUTHWEST 7 1.0 1' N 4 4° 56' 0 3" W SEC.20-79-2641-SW 41SW ROADWAY EASEMENT 40' EXISTING OUTLOT A 7 1 9 . 0 2' EASEMENT (TYP.) 40' SANITARY SEWER 15' PUBLIC UTILITY EASEMENT (TYP.) 15' PUBLIC UTILITY EASEMENT (TYP.) R A C C O O N R I V E R V A L L E Y T R A IL ( F O R M E R L Y T H E M I N N E A P O LI S & S T . L O U I S R A I L R O A D ) SET 5/8" REROD W/PINK CAP#22847 (UNLESS NOTED) EXISTING LOT LINE I.R.IRON ROD I.P.IRON PIPE 1 OF 3 SHEET FIELD SURVEY COMPLETED: APRIL 2023 NW WAUKEE PUBLIC SAFETY PLAT 1 (M) (R) MEASURED DIMENSION RECORDED DIMENSION SECTION LINE RIGHT-OF-WAY LINE PROPERTY LINE LEGEND FOUND SECTION CORNER MONUMENT SET SECTION CORNER MONUMENT FINAL PLAT DATE:7/20/2023 SURVEY FOR: FOTH PROJECT NO. Location: Requestor: Proprietor: Company:Surveyor Return To:Prepared By/ Foth Infrastructure & Environment, LLC CITY OF WAUKEE, IA Index Legend Cedar Rapids, IA 52401 | (319) 365-9565Jody A. Budde, 411 6th Avenue SE, Suite 400 SEC 29-79-2641NW SEC 20-79-2641SW License Number: My license renewal date is Pages or sheets covered by this seal: DATE under the laws of the State of Iowa.supervision and that I am a duly licensed Professional Land Surveyor related survey work was performed by me or under my direct personal I hereby certify that this land surveying document was prepared and the 22847 DECEMBER 31, 2024 JODY A. BUDDE, P.L.S. WAUKEE, IA 50263230 W. HICKMAN ROADCITY OF WAUKEE 23O003-00 N 00° 10' 51" W 2641.24' (M&R) POB SEC. 20-79-26 SW CORNER FND 1/2" IR SEC. 20-79-26 W1/4 CORNER YELLOW CAP #19960 FND 5/8" IR W/ 1 0 0' C 2 C 1 N 00° 10' 51" W 536.19' (M) CITY OF WAUKEE, IA CITY OF WAUKEELOT A AND LOT B TO BE DEDICATED TO THE NOTE: 60' F E ET 0 10 0 CAP #15982 W/YELLOW FND 1/2" IR N 00° 28' 18" E 1321.30' N 89° 40' 57" W 513.21'(M) 512.79'(R) 361.32' 466.07' N 00° 28' 18" W 1039.61' (M) T AVENUE LOT B LOT A LOT A (119,441 SQ.FT.)2.74 AC LOT B LOT B C 3 7 1.01' N 4 4° 56' 03" W ROADWAY EASEMENT 40' EXISTING OUTLOT A EASEMENT (TYP.) 40' SANITARY SEWER 15' PUBLIC UTILITY EASEMENT (TYP.) 15' PUBLIC UTILITY EASEMENT (TYP.) 15' PUBLIC UTILITY EASEMENT (TYP.) (1,221,672 SQ.FT.)28.05 ACLOT 1 S 89° 40' 57" E 210.00' 151.84' S 89° 40' 57" E 129.28' S 89° 40' 57" E 6 3 . 1 8 ' S 1 7 ° 5 6 ' 2 4 " E 5 2 .1 6' N 5 5 ° 1 2' 2 1 " E 7 0.8 1' N 4 5° 2 3' 4 0" E 100.00' S 89° 40' 57" E 5 0 .0 0 'N 7 0 ° 5 0 ' 0 0 " E 150.00' N 90° 00' 00" E 7 5 .0 0 'N 6 9 ° 4 5 ' 0 0 " E 269.00' S 64° 01' 15" E 7 8 .2 9 'N 8 4 ° 5 7 ' 2 0 " E (VARIES)EASEMENTOVERLAND FLOWAGE 1 0 0' C 1 C 2 R A C C O O N R I V E R V A L L E Y T R A IL ( F O R M E R L Y T H E M I N N E A P O LI S & S T . L O U I S R A IL R O A D ) 60' 60' 9 8 . 4 5' S 3 5 ° 1 9' 5 4 " E (TO BE VACATED) BK 471/PG 365 GASLINE EASE M ENT 80' EXISTING CURVE TABLE RADIUSLENGTHCURVE CHD. LENGTH CHD BEARING DELTA 70.03'22,698.31'70.03'S34°45'20"E 00°10'29"C1 C2 147.12'22,698.31'147.12'S35°01'37"E 00°22'01" C3 1590.53'22,698.31'1590.22'S37°11'37"E 03°58'04" POB SEC. 20-79-26 SW CORNER FND 1/2" IR SEC. 20-79-26 COR41S FND CUT "X" N 00° 28' 18" E 400.00' SURVEY FOR: DATE:7/20/202323O003-00FOTH PROJECT NO. 2 OF 3 SHEET NW WAUKEE PUBLIC SAFETY PLAT 1 FINAL PLAT WAUKEE, IA 50263230 W. HICKMAN ROADCITY OF WAUKEE 60' 2 0' N 00° 28' 18" E 1321.30' N 89° 40' 41" W 1527.77'(M) N 00° 28' 18" W 1039.61' (M) LOT A LOT B EASEMENT (TYP.) 40' SANITARY SEWER EASEMENT (TYP.) 15' PUBLIC UTILITY 3 OF 3 SHEET DATE:7/20/2023 SURVEY FOR: FOTH PROJECT NO.23O003-00 (TO BE VACATED) BK 471/PG 365 GASLINE EASE M ENT 80' EXISTIN G SEC. 29-79-26 41-NW41NE COR41ES C 3 1527.77'(M) 1527.51'(R) 67.50' 96.64' N 00° 28' 18" E 7 5 . 3 7 ' N 5 1 ° 1 4 ' 2 0 " W SEC. 29-79-26 41-NW41WN COR41WS SEC.20-79-2641-NW 41 NW SEC.20-79-2641-NW 41 NW NW WAUKEE PUBLIC SAFETY PLAT 1 FINAL PLAT WAUKEE, IA 50263230 W. HICKMAN ROADCITY OF WAUKEE R A C C O O N RIV E R V A L L E Y T R AIL (F O R M E R L Y T H E M I N N E A P O LIS & S T. L O U IS R AIL R O A D ) 1 0 0' 60' T A V E 280TH STREET SITE Fi l e L o c a t i o n : \\ d m - f r e e 1 \ d a t a d m \ P r o j e c t \ 2 0 2 1 \ 2 1 5 4 3 _ W a u k e e P u b l i c S a f e t y \ 2 1 5 4 3 _ W O R K I N G \ A U T O C A D \ S H E E T S \ L 0 0 0 - C O V E R S H E E T / D r a w n b y : X X / C h e c k e d b y : X X WAUKEE PUBLIC SAFETY CITY OF WAUKEE 815 NW 20TH STREET WAUKEE, IA 50263 SHEET INDEX SHEET NO.SHEET TITLE G100 COVER SHEET CIVIL SHEETS C100-C104 GRADING PLANS C105-C107 PEDESTRIAN RAMP DETAILS C200-C204 UTILITY PLANS C205 UTILITY DETAILS C300-C304 EROSION CONTROL PLANS LANDSCAPE SHEETS L001 GENERAL NOTES L100 EXISTING CONDITIONS L200 SITE LAYOUT INDEX L201 SITE LAYOUT PLAN L202 SITE LAYOUT PLAN L300 SITE PLANTING PLAN L301 GROUND PLANE TREATMENT L302 TREES AND SHRUB PLANTING PLAN L303 TREES AND SHRUB PLANTING PLAN L304 PERENNIAL AND GRASSES PLANTING PLAN L305 PERENNIAL AND GRASSES PLANTING PLAN L500 DETAILS L501 PLANTING DETAILS ARCHITECTURAL SHEETS A050 OVERALL EXTERIOR ELEVATIONS A051 ARCHITECTURAL SITE DETAILS ELECTRICAL SHEETS EL001 SITE LIGHTING PLAN EL002 SITE LIGHTING CUTSHEETS T FEO S * T A I O * W A L I C E N S E D L ANDS C A P E A R C H I T E C T MATT CARLILE LANDSCAPE ARCHITECT NO. 422 I HEREBY CERTIFY THAT THE PORTION OF THIS DOCUMENT DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY PERSONAL SUPERVISION, AND THAT I AM A DULY REGISTERED LANDSCAPE ARCHITECT UNDER THE STATE OF IOWA. MATT CARLILE REGISTRATION #422 DATE MY REGISTRATION DATE IS: JUNE 30, 2024 SHEETS COVERED BY THIS SEAL: L001-L501 DEVON MOODY ARCHITECT OPN ARCHITECTS 100 COURT AVE., SUITE 100 DES MOINES, IA 50309 PH: (515) 309-0722 www.opnarchitects.com I HEREBY CERTIFY THAT THE PORTION OF THIS DOCUMENT DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY PERSONAL SUPERVISION, AND THAT I AM A DULY REGISTERED LANDSCAPE ARCHITECT UNDER THE STATE OF IOWA. DANIELLE HERMAN REGISTRATION #06034 DATE MY REGISTRATION DATE IS: JUNE 30, 2024 SHEETS COVERED BY THIS SEAL: CIVIL ENGINEER FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 PH: (515) 254-1393 I HEREBY CERTIFY THAT THE PORTION OF THIS DOCUMENT DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY PERSONAL SUPERVISION, AND THAT I AM A DULY REGISTERED LANDSCAPE ARCHITECT UNDER THE STATE OF IOWA. NAME REGISTRATION #00000 DATE MY REGISTRATION DATE IS: SHEETS COVERED BY THIS SEAL: M.E.P. ENGINEER MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 PH: (402) 491-4144 I HEREBY CERTIFY THAT THE PORTION OF THIS DOCUMENT DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY PERSONAL SUPERVISION, AND THAT I AM A DULY REGISTERED LANDSCAPE ARCHITECT UNDER THE STATE OF IOWA. TOBY J. SAMUELSON REGISTRATION #19999PE DATE MY REGISTRATION DATE IS: DECEMBER 31, 2023 SHEETS COVERED BY THIS SEAL: EL001 AND EL002 STRUCTURAL ENGINEER RAKER RHODES ENGINNERING 4717 GRAND AVENUE DES MOINES, IA 50313 PH: (515) 277-0275 TYLER SCOTT I HEREBY CERTIFY THAT THE PORTION OF THIS DOCUMENT DESCRIBED BELOW WAS PREPARED BY ME OR UNDER MY PERSONAL SUPERVISION, AND THAT I AM A DULY REGISTERED LANDSCAPE ARCHITECT UNDER THE STATE OF IOWA. TYLER SCOTT REGISTRATION #21411 DATE MY REGISTRATION DATE IS: DECEMBER 31, 2024 SHEETS COVERED BY THIS SEAL: LANDSCAPE ARCHITECT CONFLUENCE www.thinkconfluence.com 525 17TH STREET DES MOINES, IA 50309 PH: (515) 288-4875 CONFLUENCE PROJECT # 21543 COVER SHEET G100 ISSUED FOR: SITE PLAN RESUBMITTAL #3 7/20/2023 COPYRIGHT © 2020 BY CONFLUENCE ALL RIGHTS RESERVED. THIS DRAWING IS PROVIDED AS AN INSTRUMENT OF SERVICE BY CONFLUENCE , AND IS INTENDED FOR USE ON THIS PROJECT ONLY. ANY REPRODUCTION, USE OR DISCLOSURE OF INFORMATION CONTAINED HEREIN WITHOUT PRIOR WRITTEN CONSENT OF CONFLUENCE IS STRICTLY PROHIBITED. VICINITY MAP below.Know what's Call before you dig. PARKING REQUIREMENTS: *BUILDING SF ALLOCATED TO INDOOR PARKING/GARAGE = 18,620 SF* REQUIRED PARKING STALLS: 180 STALLS 1 STALL / 1 BUNK ROOM 10 ROOMS 1 STALL/1 ROOM = 10 STALLS 3 STALLS/ 1,000 SF OF OFFICE AREA 56,066 SF 3 STALL/1,000 SF= 169 STALLS 1 STALLS/ 20,000 SF OF STORAGE AREA 9,192 SF 1 STALL/20,000 SF= 1 STALLS TOTAL PARKING STALLS PROVIDED: 194 (185+9 ADA SPACES) ACCESSIBLE STALLS REQUIRED: 6 ACCESSIBLE STALLS PROVIDED: 9 (8 ARE VAN ACCESSIBLE) BICYCLE PARKING REQUIREMENTS NO REQUIREMENTS PROVIDED 6 BICYCLE PARKING SPACES APPLICANT/PREPARER OF SUBMITTAL DEVON MOODY 525 17TH STREET DES MOINES, IA 50309 515-288-4875 E-MAIL: DMOODY@THINKCONFLUENCE.COM CONTACT: DEVON MOODY BUILDING SUMMARY BUILDING FOOTPRINT: 85,640 SF BUILDING TYPE: OFFICE BUILDING HEIGHT: 27' BUILDING STORIES: 1 STORY OPEN SPACE REQUIREMENTS: AREA REQUIREMENT: 1,274,799 SF (29.26 ACRES) 20% REQUIRED OPEN SPACE (254,959.80 SF) 82% PROVIDED OPEN SPACE (1,045,981 SF) 3.7% 39,186 SF IMPERVIOUS OPEN SPACE 96.3% 1,006,795 SF PERVIOUS OPEN SPACE OPEN SPACE PLANTING REQUIREMENTS: 1 TREE AND 1 SHRUB PER 1,000 SF OF REQUIRED OPEN SPACE. 25% REDUCTION IN OPEN SPACE TREES TO ACCOUNT FOR PORTION OF SITE UNDEVELOPED LEFT FOR FUTURE EXPANSION SHRUBS PROVIDED: 255 TREES PROVIDED: 204 OVERSTORY = 102 = 50% UNDERSTORY = 49 = 24% EVERGREEN = 53 = 26% ≥25% OF ALL REQUIRED TREES SHALL BE EVERGREEN ≥50% OF ALL REQUIRED TREES SHALL BE OVERSTORY TREES: 254,959.80 SF X 1/1,000 SF = 254.95 TREES REQUIRED 192 TREES PROVIDED SHRUBS:254,959.80 SF X 1/1,000 SF = 254.95 SHRUBS REQUIRED 255 SHRUBS PROVIDED SITE SUMMARY SITE AREA: 1,274,799 SF (29.26 ACRES) IMPERVIOUS SURFACE AREA: 268,004 SF (6.15 ACRES) TOTAL BUILDING SURFACE AREA = 85,640 SF TOTAL PAVEMENT(SIDEWALK) SURFACE AREA = 39,186 SF TOTAL PARKING SPACE SURFACE AREA = 29,171 SF TOTAL ROAD SURFACE AREA = 114,007 SF PERVIOUS SURFACE AREA: 1,006,795 SF (23.11 ACRES) TOTAL POND SURFACE AREA= 143,464 SF LEGAL DESCRIPTION A PART OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 20, TOWNSHIP 79 NORTH, RANGE 26 AND THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 79 NORTH , RANGE 26 WEST OF THE FIFTH PRINCIPAL MERIDIAN, CITY OF WAUKEE, DALLAS COUNTY, IOWA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST QUARTER CORNER OF SAID SECTION 20, THENCE NORTH 00° 10' 15" WEST, 731.59 FEET ALONG THE WEST LINE OF SAID SECTION 20 TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF RACCOON RIVER VALLEY TRAIL (FORMERLY THE MINNEAPOLIS & ST. LOUIS RAILROAD); THENCE SOUTH 35° 06' 27" EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, 753.80 FEET TO A POINT ON A NON-TAGENT CURVE; THENCE CONTINUING ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE 1,807.21 FEET ALONG A 22,698.31 FOOT RADIUS CURVE CONCAVE NORTH EAST WHOSE CHORD BEARS SOUTH 36° 55' 22" EAST, 1807.21 FEET TO A POINT ON THE SOUTH LINE OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 29; THENCE NORTH 89° 40' 41" WEST, 1,527.77 FEET ALONG SAID SOUTH LINE TO A POINT ON THE WEST LINE OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 29; THENCE NORTH 00° 28' 18" EAST ALONG SAID WEST LINE, 1,321.30 FEET TO THE SOUTHWEST CORNER OF SAID SECTION 20, ALSO BEING THE POINT OF BEGINNING. SAID TRACT CONTAINS 1,519,643 SQUARE FEET OR 34.89 ACRES MORE OR LESS, SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. FOR THE PURPOSE OF THIS DESCRIPTION, ALL BEARING AND DISTANCES ARE REFERENCED TO NAD83(2011) IA SPCS SOUTH ZONE, US SURVEY FOOT. ZONING AND LAND USE EXISTING LAND USE: AGRICULTURAL PROPOSED LAND USE: INSTITUTIONAL OPEN SPACE REQUIREMENTS: 20% BULK REGULATIONS FOR A1 AGRICULTURAL DISTRICT LOT AREA: NO MINIMUM LOT WIDTH: 200' MINIMUM FRONT YARD: 35 FEET MINIMUM REAR YARD: 35 FEET MINIMUM SIDE YARD: 35 FEET MAXIMUM HEIGHT: 3 STORIES OR 40 FEET- PRINICPAL BUILDING 1 STORY OR 20 FEET ACCESSORY BUILDING(LOTS LESS THAN 10 ACRES) 1 STORY OR 30 FEET ACCESSORY BUILDING(LOTS 10 ACRES OR MORE) MINIMUM OPEN SPACE 20% OWNER/APPLICANT CITY OF WAUKEE LANDSCAPE REQUIREMENTS OFF STREET PARKING: PARKING LOT ISLANDS 18 OVERSTORY TREE/ISLAND REQUIRED 18 OVERSTORY TREE/ISLAND PROVIDED RIGHT OF WAY SETBACK PLANTINGS (INCLUDED IN OPEN SPACE PLANTING REQUIREMENT COUNT) 225 LF OF FRONTAGE 225 X 1 OVERSTORY TREES / 40 LF =5.63 OVERSTORY TREES REQUIRED 6 OVERSTORY TREES PROVIDED BUFFER REQUIREMENTS: EAST RESIDENTIAL(R2) BUFFER: 1,645 LF OF BUFFER, 30 FT WIDE 50% REDUCTION DUE TO PUBLIC TRAIL BETWEEN LAND USE 1,645 LF X 1 OVERSTORY TREES / 50 LF =32.9 OVERSTORY TREES REQUIRED 33 OVERSTORY TREES PROVIDED 1,645 LF X 1.5 EVERGREEN TREES / 50 LF = 49.35 EVERGREEN TREES REQUIRED 50 EVERGREEN TREES PROVIDED 1,645 LF X 1 ORNAMENTAL TREES / 50 LF = 32.9 ORNAMENTAL TREES REQUIRED 33 ORNAMENTAL TREES PROVIDED SOUTH RESIDENTIAL(R-4) BUFFER: 1,495 LF OF BUFFER, 30 FT WIDE 1,495 LF X 2 OVERSTORY TREES / 50 LF =59.8 OVERSTORY TREES REQUIRED 60 OVERSTORY TREES PROVIDED 1,495 LF X 3 EVERGREEN TREES / 50 LF = 89.7 EVERGREEN TREES REQUIRED 90 EVERGREEN TREES PROVIDED 1,495 LF X 2 ORNAMENTAL TREES / 50 LF = 59.8 ORNAMENTAL TREES REQUIRED 60 ORNAMENTAL TREES PROVIDED 1" = 1000'-0" O L NAE R O F N S C E E WOI A I D L P T C EC T I H A R SS I DANIELLE HERMAN 06034 TOBY J. SAMUELSON 19999 PE TYLER V. SCOTT 21411 JOSHUA C. DEBOWER. 20508 NOT F O R C O N S T R U C T I O N NOT F O R C O N S T R U C T I O N NOT F O R C O N S T R U C T I O N NOT F O R C O N S T R U C T I O N NOT F O R C O N S T R U C T I O N GENERAL CONTRACTOR RYAN COMPANIES 111 E GRAND AVENUE STE 200 DES MOINES, IA 50309 PH: (515) 309-8500 JILL BOETGER OWNER REPRESENTATIVE SIDEKICK DEVELOPMENT 220 SE 6TH STREET DES MOINES, IA 50309 PH: (515) 822-3257 ANGIE PFANNKUCH NOT F O R C O N S T R U C T I O N DATE: GENERAL NOTES A.FOTH, 8191 BIRCHWOOD CT, JOHNSTON, IA 50131, (515)254-1393. PREPARED THE SURVEY FOR THIS PROJECT. IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY ANY DISCREPANCIES BETWEEN THE SURVEY AND FIELD CONDITIONS. B.THE CONTRACTOR SHALL NOTIFY THE 811 ONE CALL CENTER TO REQUEST THE LOCATION OF ALL UTILITIES WITHIN THE CONSTRUCTION AREA PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PRIVATE UTILITIES NOT COVERED BY 811 ONE CALL. NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. C.CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL EXISTING CONDITIONS, IMPROVEMENTS, VEGETATION AND UTILITIES TO REMAIN. ANY DAMAGE SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST. D.THE CONTRACTOR SHALL CONSTRUCT ALL ITEMS WITHIN THIS CONTRACT IN ACCORDANCE WITH ALL STATE AND LOCAL CODES, REGULATIONS AND ENGINEERING STANDARDS. CONTRACTOR TO COORDINATE ALL WORK WITHIN THE PUBLIC RIGHT OF WAY OR STREETS WITH THE APPROPRIATE JURISDICTIONS. WORK SHALL COMPLY WITH WAUKEE 2023 SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND SPECIFICATIONS (SUDAS). E.ALL WORK SHALL BE IN ACCORDANCE WITH OSHA CODES AND STANDARDS. NOTHING INDICATED ON THESE DRAWINGS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH ANY APPROPRIATE SAFETY REGULATIONS. F.WORK SHALL COMPLY WITH WAUKEE 2023 SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND 2023 EDITION OF THE STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS). SITE PREPARATION AND DEMOLITION GENERAL NOTES A.PRIOR TO ANY EXCAVATION AT THE SITE, CONTRACTOR SHALL CONSULT WITH OWNER'S PERSONNEL AND UTILITY COMPANIES REPRESENTATIVES TO DETERMINE POSSIBLE UTILITY LOCATIONS AND DEPTHS. NO COMPENSATION WILL BE ALLOWED FOR DAMAGE RESULTING FROM FAILURE TO COMPLY WITH THIS REQUIREMENT. REPORT ANY DAMAGE TO EXISTING UTILITIES PRIOR TO REPAIR. DAMAGE TO UTILITIES AND STRUCTURES SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER OF THE UTILITY. B.FIELD VERIFY EXISTING GRADES AND LOCATIONS OF EXISTING UTILITIES, CONDUIT, LINES, POLES, TREES, PAVING, BUILDING AND OTHER SITE STRUCTURES PRIOR TO DEMOLITION OR CONSTRUCTION AND IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. THE CONTRACTOR SHALL REPORT TO THE OWNER ANY DAMAGE TO OWNER'S PROPERTY PRIOR TO REPAIR. C.PROTECT ALL ITEMS WITHIN CONTRACT LIMITS NOT INDICATED TO BE REMOVED. NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. D.CONTACT THE LANDSCAPE ARCHITECT PRIOR TO REMOVING ANY PLANT MATERIAL NOT INDICATED TO BE PROTECTED OR REMOVED. E.CONTRACTOR TO PROVIDE ADEQUATE BARRICADES AND TRAFFIC CONTROL. COMPLY WITH REQUIREMENTS OF LOCAL JURISDICTION. F.CONTRACTOR SHALL SAW CUT ALL ASPHALT OR CONCRETE TO BE REMOVED TO THE NEAREST CONTROL JOINT WHERE PRACTICAL. G.PROTECT ALL ITEMS WITHIN CONTRACT LIMITS NOT INDICATED TO BE REMOVED. NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. SITE LAYOUT NOTES A.ALL CURB AND GUTTER DIMENSIONS ARE TO BACK OF CURB. ALL SIDEWALK DIMENSIONS ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED. B.WHEN CONTROL POINTS ARE PROVIDED THE CONTRACTOR SHALL VERIFY CONTROL POINTS PRIOR TO CONSTRUCTION. C.ALL RAMPS AND CURB RAMPS SHALL COMPLY WITH FEDERAL AND LOCAL ACCESSIBILITY STANDARDS. D.CONTRACTOR TO SUPPLY AND INSTALL ALL NECESSARY SLEEVES UNDER PAVING AND WALKS. COORDINATE LOCATIONS WITH GENERAL CONTRACTOR. E.SITE PLAN SHOWS DIAGRAMMATIC LAYOUT OF CONTROL JOINTS. UNLESS NOTED OTHERWISE EXPANSION JOINTS SHALL BE PLACED AT A MAXIMUM OF 35' O.C. AND ADJACENT TO FIXED VERTICAL STRUCTURES SUCH AS WALLS, CURBS, STEPS AND BUILDINGS. F.PROPOSED SIGNAGE TO MEET LOCAL SIGN CODES. CONTRACTOR SHALL SECURE SIGN PERMITS WHERE REQUIRED G.FROST FOOTING REQUIRED AT ALL DOORS. SEE STRUCTURAL PLANS. PROVIDE ISOLATION JOINT(SEE DETAIL 18/L500) WHERE SITE PAVING ABUTS FROST FOOTING. UTILITY GENERAL NOTES A.DEWATERING (IF REQUIRED) IS CONSIDERED AN INCIDENTAL EXPENSE. NO ADDITIONAL PAYMENT WILL BE MADE FOR DEWATERING. B.COORDINATE INSPECTIONS FOR CONNECTIONS TO PUBLIC WATER, SANITARY, AND STORM SEWER WITH THE APPROPRIATE JURISDICTIONS. C.INSTALL TEMPORARY INLET PROTECTION AROUND ALL PERMANENT STORM SEWER INLETS IN COMPLIANCE WITH LOCAL SWPPP REQUIREMENTS. D.CONTRACTOR TO FIELD ADJUST ALL EXISTING SITE UTILITIES TO NEW FINISH GRADES. EXISTING UTILITIES INCLUDE, BUT ARE NOT LIMITED TO, FIRE HYDRANTS, MANHOLE RIMS, INLETS, WATER VALVES AND LIGHT BASES. E.FOR PATCHING USE PAVEMENT MIX PER CITY OF WAUKEE STANDARD SPECIFICATIONS. PLANTING GENERAL NOTES A.PLANT QUANTITIES IN PLANT SCHEDULE ARE FOR CONVENIENCE ONLY AND ARE NOT GUARANTEED. QUANTITIES ON PLAN WILL PREVAIL IF DISCREPANCIES OCCUR. B.THE CONTRACTOR SHALL SHOW PROOF OF PROCUREMENT, SOURCES, QUANTITIES AND VARIETIES FOR ALL SHRUBS, PERENNIALS, ORNAMENTAL GRASSES, AND ANNUALS WITHIN 21 DAYS FOLLOWING THE AWARD OF CONTRACT. TIMELY PROCUREMENT OF ALL PLANT MATERIAL IS ESSENTIAL TO THE SUCCESSFUL COMPLETION AND ACCEPTANCE OF THE PROJECT. C.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 FOR APPROVAL PRIOR TO TAGGING OR PLANTING. SUBSTITUTIONS SHALL BE NEAREST EQUIVALENT SIZE OF VARIETY OF PLANT HAVING SAME ESSENTIAL CHARACTERISTICS. D.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 LIST. KIND, SIZE AND QUALITY OF PLANT MATERIAL SHALL CONFORM TO THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1), MOST RECENT EDITION. E.STAKE OR PLACE ALL PLANTS IN FIELD AS INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PLANTING. F.PLANT FIVE TREES FOR LANDSCAPE ARCHITECT APPROVAL PRIOR TO PLANTING THE REMAINING TREES ON SITE. DEMONSTRATION SHOULD ILLUSTRATE A COMPREHENSIVE UNDERSTANDING OF INFORMATION INCLUDED IN PLANTING DETAILS AND SPECIFICATIONS. G.PROVIDE A MINIMUM OF 48 HOURS NOTICE FOR APPROVAL OF PLANT LAYOUT AND SAMPLE TREE PLANTINGS. H.THE CONTRACTOR SHALL REPORT SUBSURFACE SOIL OR DRAINAGE PROBLEMS TO THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. I.SOD AREAS AROUND PAVING, BUILDINGS, PLANTING BEDS, AND IN THE R.O.W. UNLESS OTHERWISE NOTED, SEED AND STABILIZE ALL OTHER AREAS WITHIN CONTRACT LIMITS. J.CONTRACTOR SHALL PLACE SHREDDED BARK MULCH AROUND ALL TREES AND IN ALL PLANTING BEDS TO A DEPTH OF 3". K.SEE SPECIFICATIONS FOR PLANT MAINTENANCE AND WARRANTY REQUIREMENTS. FIRE SAFETY CONSTRUCTION NOTES A.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 WALLS SHALL BE PROVIDED AND COMPLY WITH THE REQUIREMENTS OF SECTION 503.2 OF THE IFC. LINE SYMBOL LEGEND PROPERTY LINE EASEMENT SETBACK EXISTING INDEX CONTOUR EXISTING CONTOUR PROPOSED INDEX CONTOUR PROPOSED CONTOUR COMMUNICATIONS OVERHEAD ELECTRIC UNDERGROUND ELECTRIC FIBER OPTIC SANITARY SEWER STORM SEWER UNDERDRAIN TELEPHONE WATER SILT FENCE FENCE FENCE FENCE ## ## ## ## COM OE UE F/O S ST UD T W SF O O O O O X X X X X [ ][ ][ ][ ][ ] TEXT MULTILEADER #'-##" DIMENSION ##REVISION TRIANGLE TITLE# L001 N.T.S 10'20'5'0' SCALE:1"=10'1"=10' SCALE AND NORTH ARROW XX L-XX SECTION CALLOUT ELEVATIONXXXX.XX X/XXXX # CENTER POINTS DETAIL NAME ## L-## SLOPE ## N:#### E: ####COORDINATE TAGS ENLARGEMET CALLOUT CUTLINE A GRID LINE #.#% #KEYNOTE ## XX PLANT TAG MULTILEADER STD. SECTION XX L-XX ELEVATION XX L-XX CONTOUR ELEVATION DETAIL MULTILEADER XX L-XX DETAIL TITLE RADIUS DIMENSION ANGLE DIMENSION R## ##° ELEVATION # SHEET # SECTION # SHEET # DETAIL # SHEET # ELEVATION SHEET # QTY ABBREVIATION ###REVISION CLOUD ℄CENTER LINE XX ###.# GRADING MULTILEADER ELEVATION #LOCATION ABRV ISSUE NO. ELEVATION # DRAWING SYMBOLS (NOT ALL ARE USED) DIRECTION OF LOWER ELV A 19181716151413121110987654 B C D E F G H J K L M N P Q PR I N T E D : R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet NumberSITE PLAN SUBMITTAL. Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect WA U K E E P U B L I C S A F E T Y 81 5 N W 2 0 T H S T R E E T WA U K E E , I A 5 0 2 6 3 6/ 2 8 / 2 0 2 3 2 : 3 1 : 5 7 P M 21841001 WAUKEE PUBLIC SAFETY BUILDING 815 NW 20TH STREET WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 Revision Description Date 7/20/2023 SITE PLAN SUBMITTAL. L001 ABBREVIATIONS (ALL MIGHT NOT BE USED) A ABRV ABBREVIATION ALN ALIGN ALW ALLOWANCE APPROX APPROXIMATE ARCH ARCHITECT AVE AVERAGE B B&B BALLED AND BURLAPPED BC BOTTOM OF CURB BLDG BUILDING BOC BACK OF CURB BW BOTTOM OF WALL (@ FS) BWS BOTH WAYS C CAL CALIPER CF CUBIC FEET CIP CAST IN PLACE CL CENTER LINE CLR CLEAR CO CLEANOUT CONT CONTINUOUS CY CUBIC YARD D DEMO DEMOLISH DIA DIAMETER DIM DIMENSION DTL DETAIL DWG DRAWING E E EAST EA EACH EJ EXPANSION JOINT EL ELEVATION ENG ENGINEER EQ EQUAL EST ESTIMATE EW EACH WAY EX EXISTING EXP EXPANSION F FES FLARED END SECTION FFE FINISHED FLOOR ELEV FG FINISHED GRADE FL FLOW LINE FOC FACE OF CURB FOW FACE OF WALL FS FINISHED SURFACE FT FEET FTG FOOTING G GA GAUGE GEN GENERAL H HORIZ HORIZONTAL HP HIGH POINT I ID INSIDE DIAMETER IE INVERT ELEVATION IN INCHES INCL INCLUDED J JT JOINT K NONE L LF LINEAR FEET LP LOW POINT M MAX MAXIMUM MANU MANUFACTURER MFG MANUFACTURER MH MANHOLE MIN MINIMUM N N NORTH NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE O OC ON CENTER OD OUTSIDE DIAMETER P PC POINT OF CURVE PE POLYETHYLENE PI POINT OF INTERSECTION PL PROPERTY LINE PT POINT PVC POLY VINYL CHLORIDE Q QTY QUANTITY R R RADIUS REC RECOMMENDATION REF REFERENCE REINF REINFORCE R-EJ REINFORCED EXPANSION JT REQD REQUIRED REV REVISION ROW RIGHT-OF-WAY S S SOUTH SAN SANITARY SF SQUARE FEET SHT SHEET SIM SIMILAR SPECS SPECIFICATIONS ST STORM SEWER SY SQUARE YARD STA STATION STD STANDARD SYM SYMMETRICAL SQ SQUARE T T&B TOP AND BOTTOM TBD TO BE DETERMINED TC TOP OF CURB TD TOP OF DRAIN TH THICK TOPO TOPOGRAPHY TW TOP OF WALL TYP TYPICAL U UNO UNLESS NOTED OTHERWISE V VAR VARIES VOL VOLUME W W/WITH W/O WITHOUT WT WEIGHT WWM WELDED WIRE MESH X NONE Y YD YARD Z NONE SITE GENERAL NOTES L001 L O W L O W L O W L O W L O W L O W LOW L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW LO W L O W L O W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LOW LOW LOW LOW LOW LOW LOW CLEAR AND GRUB (APPROX. 29.26 AC.) SITE EXISTING PLAN1 L100 50'100'25'0' SCALE:1"=50' NOTES: 1.SEE NOTES ON SHEET L001. DEMOLITION LEGEND: A 19181716151413121110987654 B C D E F G H J K L M N P Q PR I N T E D : R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet NumberSITE PLAN SUBMITTAL. Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect WA U K E E P U B L I C S A F E T Y 81 5 N W 2 0 T H S T R E E T WA U K E E , I A 5 0 2 6 3 6/ 2 8 / 2 0 2 3 2 : 3 1 : 5 7 P M 21841001 WAUKEE PUBLIC SAFETY BUILDING 815 NW 20TH STREET WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 Revision Description Date 7/20/2023 SITE PLAN SUBMITTAL. L001L100 SITE PREPARATION PLAN STSTSTSTST STSTSTSTST STSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST S T S T S T S T S T ST ST STSTSTSTSTSTSTSTSTSTSTSTST ST STSTSTSTSTSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTSTST STSTSTSTST STSTSTSTST S T S T S T S T S T STSTSTSTST STSTSTSTSTSTSTSTSTST STSTSTSTST STSTSTSTST STSTSTSTSTSTSTSTSTST W W W W W W W W SA N SA N W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWW W W WW SANSANSAN SA N SA N W W W W W SA N D / O I L SE P A R A T O R SA N D / O I L SE P A R A T O R G G G G G G G UEUEUEUEUEUEUEUE EDOOR LO W LO W LO W L O W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LO W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W LOW LOW LOW LOW L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW 422'-10" 42 6 ' - 8 " 210'-0"113'-10" 31 7 ' - 8 3 / 8 " MATCHLINE 01/L201 MATCHLINE 01/L202 MATCHLINE 01/L201 MATCHLINE 01/L202 FUTURE WATER TOWER SIDEWALK PCC, STANDARD (TYPE 1 PAVING) - RE: 01/L500 COLOR PCC AT BUILDING ENTRANCE, DECORATIVE (TYPE 2 PAVING) - RE: 02/L500 TRAIL AT POND PCC, (TYPE 3 PAVING) - RE: 03/L500 PARKING BAYS PCC, VEHICULAR, LIGHT (TYPE 4 PAVING) - RE: 04/L500 PARKING DRIVE LANES PCC, VEHICULAR, MEDIUM (TYPE 5 PAVING) - RE: 05/L500 FIRE TRUCK AND DUMPSTER ACCESS PCC, VEHICULAR, HEAVY (TYPE 6 PAVING) - RE: 06/L500 CURB, STANDARD - RE: 07/L500 CURB, INTEGRAL - RE: 08/L500 EXPANSION JOINT, REINFORCED - RE: 09/L500 EXPANSION JOINT - RE: 10/L500 ADA RAMP, PERPENDICULAR, RETURN CURBS; RE: 11/L500 ADA RAMP, PERPENDICULAR, FLARE CURBS, RE: 12/L500 ADA RAMP, PARALLEL; RE: 13/L500 INTEGRAL COLOR CAST IN PLACE CONCRETE SEAT WALL; RE: 19/L500 CAST-IN-PLACE BOLLARD; RE: 20/L500 BENCH (TYPE 1); RE: SPECIFICATIONS INTEGRAL COLOR AST IN PLACE CONCRETE BENCH; RE: 19/L500 BIKE RACK; RE: SPECIFICATIONS RUBBISH RECEPTACLE; RE: SPECIFICATIONS ADA PARKING SIGN; RE: 21/L500 PARKING LOT STRIPING; RE: SPECIFICATIONS FLAG POLE; RE: 22/L500 SIGN, MASONRY; RE: ARCHITECTURAL SHEETS HYDRANT; RE: CIVIL SHEETS BIOCELL; RE: 13/L500 PLANTING AREA; RE: PLATING SHEETS LIGHT FIXTURE AND FOOTING; RE: ELECTRICAL SHEETS STEEL EDGING; RE: 07/L501 ADA PARKING SYMBOL; RE: 24/L500 CURB CUT; RE: 23/L500 TRASH ENCLOSURE, RE: SEE ARCHITECTURE SHEETS UTILITIES; RE: CIVIL SHEETS ELECTRICAL; RE: ELECTRICAL SHEETS ROOF OVERHANG; RE: ARCHITECTURAL SHEETS KNOX BOX LOCATION, RE: ARCHITECTURAL SHEETS FIRE DEPARTMENT CONNECTION SPADE CUT EDGE, SEE DETAIL 12/L501 POND GEOCELL; RE: MEPT SHEETS END OF ROAD SIGN, MUTCD SIGN# OM4-1. PER CURRENT EDITION MUTCD STANDARDS. 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 18 20 21 22 23 24 25 26 27 28 29 30 31 32 19 7 33 34 17 35 36 37 38 39 40 SITE PLAN1 L200 50'100'25'0' SCALE:1"=50' LAYOUT NOTES: 1.SEE NOTES ON SHEET L001. KEYNOTE LEGEND: A 19181716151413121110987654 B C D E F G H J K L M N P Q PR I N T E D : R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet NumberSITE PLAN SUBMITTAL. Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect WA U K E E P U B L I C S A F E T Y 81 5 N W 2 0 T H S T R E E T WA U K E E , I A 5 0 2 6 3 6/ 2 8 / 2 0 2 3 2 : 3 1 : 5 7 P M 21841001 WAUKEE PUBLIC SAFETY BUILDING 815 NW 20TH STREET WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 Revision Description Date 7/20/2023 SITE PLAN SUBMITTAL. L001 HATCH LEGEND: TYPE 1 PAVING (5" THICK) RE: 01/L500 TYPE 2 PAVING (5"THICK) RE: 02/L500 TYPE 4 PAVING (5" THICK) RE: 04/L500 TYPE 5 PAVING (6" THICK) RE: 05/L500 TYPE 6 PAVING (8" THICK) RE: 06/L500 TYPE 3 PAVING (5"THICK) RE: 03/L500 SITE LAYOUT INDEX L200 ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTSTST S TS T S T S T S T STSTSTSTST S T S T S T S T S T STST STST ST ST STSTST STST STSTSTSTST S T S T S T S T S T STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST STSTST STST STSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST W W W W W W W W W W W W WW W W W W WWWWWWWWW W W W WWW SANSANSANSANSAN SA N SA N SA N W SA N D / O I L SE P A R A T O R LO W LO W LO W LO W LOW LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LO W LO W L O W LO W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W LOW 30'-0"R49 ' - 0 " 36 ' - 0 " 12 ' - 1 0 " 103'-0"8'-0" 229'-0" 9'-0" TYP. 35'-3" 51'-5 1/8" 30' - 1 " 65'-2" R 5 0 ' - 0 " 128'-5" R128'-0" R 6 2 ' - 0 " R 4 7 ' - 0 " 8'-0" 24'-6"48'-0"24'-0"48'-0"24'-0"48'-0"32'-0" 24 26 27 20 20 28 777 9 78 7 777 7 7 7 7 7 7 7 27 31 8 7 21 20 21 27 27 27 24 26 26 3 5 29 21 21 7 7 9 27 23 20 13 7 8 27 38 27 8 15'-6"15'-6" 46 ' - 0 " R200'- 0 " R30'- 0 " R1 5 0 ' - 0 " R 1 0 0 ' - 0 " R 7 5 ' - 0 " R 1 2 5 ' - 0 " R 5 0 ' - 0 " R 5 ' - 0 " R5'- 0 " R5 ' - 0 " R5 5 ' - 0 1 / 8 " 27 13 11 ' - 2 5 / 8 " R19 ' - 6 " 58 ' - 0 3 / 8 " 13 ' - 6 3 / 8 " 18 ' - 0 " T Y P . R45 ' - 6 " R14 ' - 6 " R 4 ' - 6 " R 4 ' - 6 " 27 ' - 0 " 31 ' - 6 " 9' - 1 0 " 9' - 6 " 8'-0 " 8'-0" 8 ' - 0 1 / 8 " 8'-0 1 / 8 " 8 ' - 0 " 8'- 0 " 8 ' - 0 " 8'-0" 8'-0 " 32'-0"19'19' 37 3737 27 1 1 1 3 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 6 6 6 6 6 66 6 2626 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 26 2626 26 26 18 ' - 0 " T Y P . 9'-0" TYP.27 27 27 27 27 27 27 27 27 27 27 27 27 27 2727277 4 26 6 ROAD COORDINATE POINT DATA #NORTHING EASTING L00 593258.25 1528189.51 L01 593258.27 1528244.61 L02 593334.44 1528306.68 L03 593351.75 1528343.12 L04 593351.75 1528618.20 L05 593258.13 1528618.20 L06 593239.24 1528618.92 L07 593083.07 1528618.92 L08 593083.07 1528690.90 L09 593083.07 1528762.90 L10 593083.07 1528838.38 L11 593239.13 1528690.90 L12 593239.24 1528762.90 L13 593239.24 1528818.87 L14 593219.73 1528838.38 L15 592823.96 1528838.38 L16 592823.96 1528774.92 L17 592724.02 1528838.83 L18 592658.59 1528772.88 L19 592658.59 1528277.59 L20 593111.46 1528277.59 L21 592658.59 1528192.15 SIDEWALK PCC, STANDARD (TYPE 1 PAVING) - RE: 01/L500 COLOR PCC AT BUILDING ENTRANCE, DECORATIVE (TYPE 2 PAVING) - RE: 02/L500 TRAIL AT POND PCC, (TYPE 3 PAVING) - RE: 03/L500 PARKING BAYS PCC, VEHICULAR, LIGHT (TYPE 4 PAVING) - RE: 04/L500 PARKING DRIVE LANES PCC, VEHICULAR, MEDIUM (TYPE 5 PAVING) - RE: 05/L500 FIRE TRUCK AND DUMPSTER ACCESS PCC, VEHICULAR, HEAVY (TYPE 6 PAVING) - RE: 06/L500 CURB, STANDARD - RE: 07/L500 CURB, INTEGRAL - RE: 08/L500 EXPANSION JOINT, REINFORCED - RE: 09/L500 EXPANSION JOINT - RE: 10/L500 ADA RAMP, PERPENDICULAR, RETURN CURBS; RE: 11/L500 ADA RAMP, PERPENDICULAR, FLARE CURBS, RE: 12/L500 ADA RAMP, PARALLEL; RE: 13/L500 INTEGRAL COLOR CAST IN PLACE CONCRETE SEAT WALL; RE: 19/L500 CAST-IN-PLACE BOLLARD; RE: 20/L500 BENCH (TYPE 1); RE: SPECIFICATIONS INTEGRAL COLOR AST IN PLACE CONCRETE BENCH; RE: 19/L500 BIKE RACK; RE: SPECIFICATIONS RUBBISH RECEPTACLE; RE: SPECIFICATIONS ADA PARKING SIGN; RE: 21/L500 PARKING LOT STRIPING; RE: SPECIFICATIONS FLAG POLE; RE: 22/L500 SIGN, MASONRY; RE: ARCHITECTURAL SHEETS HYDRANT; RE: CIVIL SHEETS BIOCELL; RE: 13/L500 PLANTING AREA; RE: PLATING SHEETS LIGHT FIXTURE AND FOOTING; RE: ELECTRICAL SHEETS STEEL EDGING; RE: 07/L501 ADA PARKING SYMBOL; RE: 24/L500 CURB CUT; RE: 23/L500 TRASH ENCLOSURE, RE: SEE ARCHITECTURE SHEETS UTILITIES; RE: CIVIL SHEETS ELECTRICAL; RE: ELECTRICAL SHEETS ROOF OVERHANG; RE: ARCHITECTURAL SHEETS KNOX BOX LOCATION, RE: ARCHITECTURAL SHEETS FIRE DEPARTMENT CONNECTION SPADE CUT EDGE, SEE DETAIL 12/L501 POND GEOCELL; RE: MEPT SHEETS END OF ROAD SIGN, MUTCD SIGN# OM4-1. PER CURRENT EDITION MUTCD STANDARDS. 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 18 20 21 22 23 24 25 26 27 28 29 30 31 32 19 7 33 34 17 35 36 37 38 39 40 SITE PLAN - NORTH1 L201 30'60'15'0' SCALE:1"=30' A 19181716151413121110987654 B C D E F G H J K L M N P Q PR I N T E D : R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet NumberSITE PLAN SUBMITTAL. Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect WA U K E E P U B L I C S A F E T Y 81 5 N W 2 0 T H S T R E E T WA U K E E , I A 5 0 2 6 3 6/ 2 8 / 2 0 2 3 2 : 3 1 : 5 7 P M 21841001 WAUKEE PUBLIC SAFETY BUILDING 815 NW 20TH STREET WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 Revision Description Date 7/20/2023 SITE PLAN SUBMITTAL. L001 01/L201 01/L202 01/L201 01/L202 CONTROL POINT: LAYOUT NOTES: 1.SEE NOTES ON SHEET L001. KEYNOTE LEGEND: HATCH LEGEND: TYPE 1 PAVING (5" THICK) RE: 01/L500 TYPE 4 PAVING (5" THICK) RE: 04/L500 TYPE 5 PAVING (6" THICK) RE: 05/L500 TYPE 6 PAVING (8" THICK) RE: 06/L500 TYPE 3 PAVING (5"THICK) RE: 03/L500 TYPE 2 PAVING (5"THICK) RE: 02/L500 TYPE 2 PAVING (5"THICK) RE: 02/L500 L201 SITE LAYOUT PLAN ST ST ST ST ST ST ST ST ST ST STSTSTST STSTSTST STST STSTSTSTST STSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTST ST ST ST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST ST ST STSTSTSTST ST ST ST STSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTSTST STSTSTSTST STSTSTSTST ST ST ST ST ST ST ST ST ST ST STSTSTSTST ST ST ST STST ST ST STST ST STSTSTSTST ST ST ST ST ST ST ST ST ST ST W W W W WW W W SA N SA N SA N W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WSA N W W W W W W SA N D / O I L SE P A R A T O R G G G G G G G G G G G G UEUEUEUEUEUEUEUEUEUEUEUEUE LO W LO W LO W LO W LO W LO W LO W L O W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW 6 27 27 27 48 3 ' - 2 " 25'-0" 16'-0" R 5 ' - 0 " R5 ' - 0 " R 1 4 ' - 6 " R5' - 0 " 33 ' - 0 " 12 ' - 0 " 60'-8"35'-8"23'-10" 12'-0" 71'-0" 128'-5" 17 1 ' - 0 " 9' - 0 " 10'-4" 75'-2" 24'-6"48'-0"24'-0"48'-0"24'-0"48'-0"32'-0" 166'-0" 17'-0" 6' - 0 " 9' - 6 " 35 ' 11 7 ' - 0 " 23 9 ' - 7 3 / 8 " 377'-0" 582'-6" 8'-0" 32 ' - 0 " 8'-0" R2 5 ' - 0 " R 6 6 ' - 0 " 149'-8" 23 ' - 0 " 18 ' - 0 " 10'-0" 14'-0" 6 6 6 2 4 7 7 7 7 7 77 8 8 8 8 8 7 7 7 7 7 7 78 7 7 7 8 8 7 7 7 777 8 8 7 7 7 7 7 777 9 11 11 9 13 13 12 12 14 15 1618 19 17 20 20 21 21 21 21 21 23 23 24 24 24 24 252525 26 26 26 26 26 2626 2626 26 26 26 26 26 26 27 27 27 27 23 27 23 28 2828 28 28 28 28 27 27 27 27 27 20 20 20 20 24 29 29 29 21 21 21 21 21 21 21 21 30 30 30 30 30 30 30 30 9 26 27 28 19 16 27 24 777 9 7 24 17 2 27 22 27 23 27 27 13 0 ' - 0 1 / 4 " 7' - 6 " 27 21 16 33 8'-0" 35 36 1 20 19 0 ' - 0 " 63 ' - 5 3 / 4 " 40'-3 1/2" 42 ' 8' - 0 " 18 8 ' - 4 7 / 8 " 6' - 0 " 17 ' - 8 1 / 2 " 32 ' - 0 " 8'-0 1/8" 27 21 68'-11 7/8" 8' - 0 " 10 8 ' - 5 3 / 8 " 11 ' - 2 5 / 8 " R19 ' - 6 " 9' - 0 " 81 ' - 5 7 / 8 " 7' - 5 1 / 2 " 22 ' - 6 1 / 2 " 14'-4" 58 ' - 0 3 / 8 " 24'-4" 50 ' - 0 1 / 8 " 13 0 ' - 0 " 44 ' - 0 " 13 ' - 6 3 / 8 " 26 ' - 4 3 / 8 " 29 ' - 4 1 / 2 " R1 4 ' - 6 " 18'-0" TYP. 18'-0" TYP. 9' - 0 " TY P . 9' - 0 " TY P . 24'-0"18'-0" TYP.8'-0" 32 ' - 0 " 31'-6"18'-6" 10'-11 3/4" 18'-6"24'-0"18'-6" 11'-0" 18'-6"24'-0"18'-6" 10'-11 3/4" 18'-6"24'-0" 18'-0" TYP. 10'-0" R14 ' - 6 " R29 ' - 6 " 31 ' - 6 " 9' - 1 0 " 9' - 6 " 90 ' - 0 " 9' - 6 " 9' - 4 " 25 ' - 0 " 25 ' - 0 " 24 ' - 0 " 32'-0" 9' - 6 " 36 ' - 0 " 9' - 6 " 9' - 6 " 10 ' - 0 " 37 37 37 3737 37 3737 37 37 37 26 26 26 26 26 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 1 1 1 4 4 4 4 4 4 4 4 4 4 4 4 4 1 4 4 5 5 5 5 5 5 5 5 5 5 55 6 6 6 5 1 26 26 26 26 26 26 26 26 6 6 6 6 6 2626 26 26 666 18 ' - 0 " TY P . 8 8 9'-0" TYP. 27 27 27 27 27 27 27 27 27 27 27 27 2727 27 27 29 27 27 27 39 27 55 18 ' T Y P 9' TYP 40 30 L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW 26 26 ROAD COORDINATE POINT DATA #NORTHING EASTING L00 593258.25 1528189.51 L01 593258.27 1528244.61 L02 593334.44 1528306.68 L03 593351.75 1528343.12 L04 593351.75 1528618.20 L05 593258.13 1528618.20 L06 593239.24 1528618.92 L07 593083.07 1528618.92 L08 593083.07 1528690.90 L09 593083.07 1528762.90 L10 593083.07 1528838.38 L11 593239.13 1528690.90 L12 593239.24 1528762.90 L13 593239.24 1528818.87 L14 593219.73 1528838.38 L15 592823.96 1528838.38 L16 592823.96 1528774.92 L17 592724.02 1528838.83 L18 592658.59 1528772.88 L19 592658.59 1528277.59 L20 593111.46 1528277.59 L21 592658.59 1528192.15 SIDEWALK PCC, STANDARD (TYPE 1 PAVING) - RE: 01/L500 COLOR PCC AT BUILDING ENTRANCE, DECORATIVE (TYPE 2 PAVING) - RE: 02/L500 TRAIL AT POND PCC, (TYPE 3 PAVING) - RE: 03/L500 PARKING BAYS PCC, VEHICULAR, LIGHT (TYPE 4 PAVING) - RE: 04/L500 PARKING DRIVE LANES PCC, VEHICULAR, MEDIUM (TYPE 5 PAVING) - RE: 05/L500 FIRE TRUCK AND DUMPSTER ACCESS PCC, VEHICULAR, HEAVY (TYPE 6 PAVING) - RE: 06/L500 CURB, STANDARD - RE: 07/L500 CURB, INTEGRAL - RE: 08/L500 EXPANSION JOINT, REINFORCED - RE: 09/L500 EXPANSION JOINT - RE: 10/L500 ADA RAMP, PERPENDICULAR, RETURN CURBS; RE: 11/L500 ADA RAMP, PERPENDICULAR, FLARE CURBS, RE: 12/L500 ADA RAMP, PARALLEL; RE: 13/L500 INTEGRAL COLOR CAST IN PLACE CONCRETE SEAT WALL; RE: 19/L500 CAST-IN-PLACE BOLLARD; RE: 20/L500 BENCH (TYPE 1); RE: SPECIFICATIONS INTEGRAL COLOR AST IN PLACE CONCRETE BENCH; RE: 19/L500 BIKE RACK; RE: SPECIFICATIONS RUBBISH RECEPTACLE; RE: SPECIFICATIONS ADA PARKING SIGN; RE: 21/L500 PARKING LOT STRIPING; RE: SPECIFICATIONS FLAG POLE; RE: 22/L500 SIGN, MASONRY; RE: ARCHITECTURAL SHEETS HYDRANT; RE: CIVIL SHEETS BIOCELL; RE: 13/L500 PLANTING AREA; RE: PLATING SHEETS LIGHT FIXTURE AND FOOTING; RE: ELECTRICAL SHEETS STEEL EDGING; RE: 07/L501 ADA PARKING SYMBOL; RE: 24/L500 CURB CUT; RE: 23/L500 TRASH ENCLOSURE, RE: SEE ARCHITECTURE SHEETS UTILITIES; RE: CIVIL SHEETS ELECTRICAL; RE: ELECTRICAL SHEETS ROOF OVERHANG; RE: ARCHITECTURAL SHEETS KNOX BOX LOCATION, RE: ARCHITECTURAL SHEETS FIRE DEPARTMENT CONNECTION SPADE CUT EDGE, SEE DETAIL 12/L501 POND GEOCELL; RE: MEPT SHEETS END OF ROAD SIGN, MUTCD SIGN# OM4-1. PER CURRENT EDITION MUTCD STANDARDS. 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 18 20 21 22 23 24 25 26 27 28 29 30 31 32 19 7 33 34 17 35 36 37 38 39 40 SITE PLAN - SOUTH1 L202 30'60'15'0' SCALE:1"=30' A 19181716151413121110987654 B C D E F G H J K L M N P Q PR I N T E D : R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet NumberSITE PLAN SUBMITTAL. Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect WA U K E E P U B L I C S A F E T Y 81 5 N W 2 0 T H S T R E E T WA U K E E , I A 5 0 2 6 3 6/ 2 8 / 2 0 2 3 2 : 3 1 : 5 7 P M 21841001 WAUKEE PUBLIC SAFETY BUILDING 815 NW 20TH STREET WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 Revision Description Date 7/20/2023 SITE PLAN SUBMITTAL. L001 SITE PLAN - SOUTH2 L202 30'60'15'0' SCALE:1"=30' 01/L201 01/L202 01/L201 01/L202 MA T C H L I N E 0 1 / L 2 0 2 MA T C H L I N E 0 2 / L 2 0 2 MA T C H L I N E 0 1 / L 2 0 2 MA T C H L I N E 0 2 / L 2 0 2 CONTROL POINT: LAYOUT NOTES: 1.SEE NOTES ON SHEET L001. KEYNOTE LEGEND: HATCH LEGEND: TYPE 1 PAVING (5" THICK) RE: 01/L500 TYPE 2 PAVING (5"THICK) RE: 02/L500 TYPE 4 PAVING (5" THICK) RE: 04/L500 TYPE 5 PAVING (6" THICK) RE: 05/L500 TYPE 6 PAVING (8" THICK) RE: 06/L500 TYPE 3 PAVING (5"THICK) RE: 03/L500 SITE LAYOUT PLAN L202 STSTSTSTST STSTSTSTST STSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST S T S T S T S T S T ST ST STSTSTSTSTSTSTSTSTSTSTSTST ST STSTSTSTSTSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTSTST STSTSTSTST STSTSTSTST S T S T S T S T S T STSTSTSTST STSTSTSTSTSTSTSTSTST STSTSTSTST STSTSTSTST STSTSTSTSTSTSTSTSTST W W W W W W W W S S W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWW W W WW SSS S S W W W W W SA N D / O I L SE P A R A T O R SA N D / O I L SE P A R A T O R G G G G G G G UEUEUEUEUEUEUEUE EDOOR LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LO W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W LOW LOW LOW LOW L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW STSTSTSTST STSTSTSTST STSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST S T S T S T S T S T ST ST STSTSTSTSTSTSTSTSTSTSTSTST ST STSTSTSTSTSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTSTST STSTSTSTST STSTSTSTST S T S T S T S T S T STSTSTSTST STSTSTSTSTSTSTSTSTST STSTSTSTST STSTSTSTST STSTSTSTSTSTSTSTSTST W W W W W W W W S S W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWW W W WW SSS S S W W W W W SA N D / O I L SE P A R A T O R SA N D / O I L SE P A R A T O R G G G G G G G UEUEUEUEUEUEUEUE EDOOR LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LO W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W LOW LOW LOW LOW L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW MATCHLINE L302 MATCHLINE L303 MATCHLINE L302 MATCHLINE L303 FUTURE WATER TOWER PLANTING PLAN OVERVIEW1 L400 50'100'25'0' SCALE:1"=50' NOTES: 1.SEE NOTES ON SHEET L001. A 19181716151413121110987654 B C D E F G H J K L M N P Q PR I N T E D : R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet NumberSITE PLAN SUBMITTAL. Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect WA U K E E P U B L I C S A F E T Y 81 5 N W 2 0 T H S T R E E T WA U K E E , I A 5 0 2 6 3 6/ 2 8 / 2 0 2 3 2 : 3 1 : 5 7 P M 21841001 WAUKEE PUBLIC SAFETY BUILDING 815 NW 20TH STREET WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 Revision Description Date 7/20/2023 SITE PLAN SUBMITTAL. L001 01/L301 01/L302 02 L302 02 L301 OVERALL PLANT SCHEDULE KEY QTY BOTANICAL NAME COMMON NAME SIZE ROOT REMARKS CANOPY TREES BN 10 Betula nigra RIVER BIRCH 2" CAL.B&B AH 17 Carpinus caroliniana AMERICAN HORNBEAM 2" CAL.B&B CS 11 Catalpa speciosa NORTHERN CATALPA 2" CAL.B&B CO 16 Celtis occidentalis COMMON HACKBERRY 2" CAL.B&B LL 12 Larix laricina EASTERN LARCH 2" CAL.B&B LT 22 Liriodendron tulipifera TULIP TREE 2" CAL.B&B NS 12 Nyssa sylvatica BLACK TUPELO 2" CAL.B&B OV 11 Ostrya virginiana EASTERN HOP HORNBEAM 2" CAL.B&B PO 23 Plantus occidentalis AMERICAN SYCAMORE 2" CAL.B&B QB 21 Quercus bicolor SWAMP WHITE OAK 2" CAL.B&B QM 12 Quercus macrocarpa BUR OAK 2" CAL.B&B QU 12 Quercus muehlenbergii CHINKAPIN OAK 2" CAL.B&B TA 15 Tila americana AMERICAN LINDEN 2" CAL.B&B SINGLE-STEM ZS 10 Zelkova serrata JAPANESE ZELKOVA TREE 2" CAL.B&B ORNAMENTAL TREES PM 33 Acer griseum PAPERBARK MAPLE 8' HT.B&B AC 22 Amelanchier canadensis SHADBLOW SERVICEBERRY 8' HT.B&B AG 32 Amelanchier x grandiflora 'Autumn Brilliance'AUTUMN BRILLIANCE SERVICEBERRY 8' HT.B&B MULTI-STEM CC 45 Cercis canadensis EASTERN REDBUD 8' HT.B&B MULTI-STEM MV 2 Magnolia x 'Soulangeana'SAUCER MAGNOLIA 8' HT.B&B TREE FORM SR 4 Syringa reticulata JAPANESE TREE LILAC 8' HT.B&B TREE FORM CONIFER TREES CF 19 Abies concolor CONCOLOR FIR 8' HT.B&B PA 26 Picea abies NORWAY SPRUCE 8' HT.B&B PG 29 Picea glauca 'Densata'WHITE SPRUCE 8' HT.B&B PI 20 Picea omorika SIBERIAN SPRUCE PB 16 Pinus bungeana LACEBARK PINE 8' HT.B&B PS 35 Pinus strobus EASTERN WHITE PINE 8' HT.B&B DF 14 Pseudotsuga menziesii DOUGLAS FIR 8' HT.B&B TD 28 Taxodium distichum BALDCYPRESS 8' HT.B&B TO Thuja occidentalis 'Malonyana'MALONYANA ARBORVITAE 8' HT.B&B DECIDUOUS SHRUBS AM 15 Aronia melanocarpa 'Morton'"IROQUIS BEAUTY" BLACK CHOKEBERRY #3 CONT. LB 4 Carypteris x clandonensis 'Longwood Blue'BLUEBEARD #3 CONT. TC 29 Clethra alnifolia 'Tom's Compact'SWEET PEPPERBUSH #3 CONT. CK 14 Cornus swericea 'Kelseyi'KELSEY'S DWARF RED-OSIER DOGWOOD #3 CONT. CA 7 Corylus Avellana 'Contorta'HARRY LAUDER'S WALKING STICK #3 CONT. GS 3 Cotinus coggygria 'Golden Spirit'GOLDEN SPIRIT SMOKEBUSH #3 CONT. RP 4 Cotinus coggygris 'Royal Purple'ROYAL PURPLE SMOKEBUSH #3 CONT. FI 9 Forsythia x intermedia 'Fiesta'FIESTA FORSYTHIA #3 CONT. FG 23 Fothergilla gardenii DWARF FOTHERGILLA #3 CONT. HV 4 Hamamelis virginiana WITCH HAZEL #5 CONT. HP 2 Hypericum prolificum SHRUBBY ST. JOHN'S WORT #3 CONT. DG 16 Physocarpus opulifolius 'Dart's Gold'DART'S GOLD NINEBARK #3 CONT. NB 8 Physocarpus opulifolius 'Donna May'LITTLE DEVIL NINEBARK #3 CONT. PF 27 Potentilla fruticosa SHRUBBY QUINQUEFOIL #3 CONT. SA 22 Spiraea alba MEADOWSWEET #3 CONT. SM 20 Syrunga meyeri 'Palibin'PALIBIN LILAC #3 CONT. SX 9 Syringa X 'Bloomerang'BLOOMERANG DWARF PURPLE #3 CONT. VC 3 Viburnum carlesii KOREANSPICE VIBURNUM #3 CONT. WF 12 Weigwla florida FINE WINE WEIGELA #3 CONT. CONIFER SHRUBS PP 7 Picea pungens 'Globosa'DWARF GLOBE BLUE SPRUCE #3 CONT. MP 13 Pinus mugo 'Carsten's Wintegold'CARSTEN'S WINTERGOLD MUGO PINE #3 CONT. OL 5 Rhododendron 'Orchid Lights'ORCHID LIGHTS AZALEA #3 CONT. ME 6 Taxus cuspidata 'Monloo'EMERALD SPREADER JAPANESE YEW #3 CONT. PERENNIAL AT 136 Asclepias tuberosa HELLO YELLOW MILKWEED #1 CONT. BA 34 Baptisia alba WHITE FALSE INDIGO #1 CONT. BF 41 Baptisia australis BLUE FALSE INDIGO #1 CONT. CI 288 Callirhoe involucrata PURPLE POPPY MALLOW #1 CONT. CP 27 Coreopsis palmata PRAIRIE COREPOSIS #1 CONT. DP 155 Dalea purpurea PURPLE PRAIRIE CLOVER #1 CONT. PC 191 Echinacaea pallida PALE PURPLE CONEFLOWER #1 CONT. EP 257 Echinacea purpurea PURPLE CONEFLOWER #1 CONT. GA Gentiana alba CREAM GENTIAN #1 CONT. GE Gentiana andrewsii BOTTLE GENTIAN #1 CONT. IV 42 Iris Versicolor BLUE FLAG IRIS #1 CONT. MF 18 Monarda fistulosa WILD BERGAMOT #1 CONT. BB 5 Paeonia lactiflora 'Buckeye Belle'BUCKEYE BELEE PEONY #1 CONT. OF 8 Paeonia lactiflora 'Old Faithful'OLD FAITHFUL PEONY #1 CONT. ST 12 Paeonia lactiflora Shirley Temple'SIRLEY TEMPLE PEONY #1 CONT. PD 152 Penstemon digitalis BEARDTONGUE #1 CONT. PX 100 Phlox stolonifera CREEPING PHLOX #1 CONT. RF 423 Rudbeckia fulgida BLACK-EYED SUSAN #1 CONT. RU 102 Rudbeckia pinnata GRAY-HEADED PRAIRIE CONEFLOWER #1 CONT. SS 31 Salvia x sylvestris 'Mainacht'SALVIA MAY NIGHT #1 CONT. SL Symphyotrichum laeve SMOOTH BLUE ASTER #1 CONT. SN Symphyotrichum novae-angliae NEW ENGLAND ASTER #1 CONT. GRASSES SG Bouteloua curtipendula SIDEOATS GRAMA #1 CONT. BG Bouteloua gracilis BLUE GRAMA #1 CONT. PV 30 Panicum virgatum 'Shenandoah'SHENANDOAH SWITCHGRASS #1 CONT. SC Schizachyrium scoparium LITTLE BLUESTONE #1 CONT. SH Sporobolus heterolepis PRAIRIE DROPSEED #1 CONT. 04 L304 01 L304 02 L304 03 L304 1.SEE NOTES ON SHEET L001. PLANTING PLAN OVERVIEW L300 STSTSTSTST STSTSTSTST STSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST S T S T S T S T S T ST ST STSTSTSTSTSTSTSTSTSTSTSTST ST STSTSTSTSTSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTSTST STSTSTSTST STSTSTSTST S T S T S T S T S T STSTSTSTST STSTSTSTSTSTSTSTSTST STSTSTSTST STSTSTSTST STSTSTSTSTSTSTSTSTST W W W W W W W W S S W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWW W W WW SSS S S W W W W W SA N D / O I L SE P A R A T O R SA N D / O I L SE P A R A T O R G G G G G G G UEUEUEUEUEUEUEUE EDOOR LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LO W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W LOW LOW LOW LOW L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW STSTSTSTST STSTSTSTST STSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST S T S T S T S T S T ST ST STSTSTSTSTSTSTSTSTSTSTSTST ST STSTSTSTSTSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTSTST STSTSTSTST STSTSTSTST S T S T S T S T S T STSTSTSTST STSTSTSTSTSTSTSTSTST STSTSTSTST STSTSTSTST STSTSTSTSTSTSTSTSTST W W W W W W W W S S W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWW W W WW SSS S S W W W W W SA N D / O I L SE P A R A T O R SA N D / O I L SE P A R A T O R G G G G G G G UEUEUEUEUEUEUEUE EDOOR LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LO W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W LOW LOW LOW LOW L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW GROUND PLANE TREATMENT1 L400 50'100'25'0' SCALE:1"=50' NOTES: 1.SEE NOTES ON SHEET L001. A 19181716151413121110987654 B C D E F G H J K L M N P Q PR I N T E D : R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet NumberSITE PLAN SUBMITTAL. Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect WA U K E E P U B L I C S A F E T Y 81 5 N W 2 0 T H S T R E E T WA U K E E , I A 5 0 2 6 3 6/ 2 8 / 2 0 2 3 2 : 3 1 : 5 7 P M 21841001 WAUKEE PUBLIC SAFETY BUILDING 815 NW 20TH STREET WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 Revision Description Date 7/20/2023 SITE PLAN SUBMITTAL. L001 PLANTING LEGEND: LOW-GROW TURF GRASS SEEDING SEE SPECIFICATIONS (165,540 SF) LAWN GRASS (SOD) (47,174 SF) TALLGRASS PRAIRIE SEEDING SEE SPECIFICATIONS (589,162 SF) T1 T3 T2 MULCH (3,590 SF)T4 T2 T2 T2 T2 T2 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T1 T2 T2 T2 T2 T2 T2 T3 T3 T3 T3 T3 T3 T3 T3 T4 T4 T4 T4 T4 T4 T4 T2 T2 T2 T2T2T2 POND GROUND COVER SPECIFICATIONS SQ.FT.DRESSING TYPE NAME SUPPLIER SEEDING RATE 175,898 LOW-GROW TURFF GRASS LOW GROW GRASS MIXTURE UNITED SEED .75 LBS PER 1,000 SF 570,004 NATIVE TALL GRASS PRAIRIE NOT TOO TALL WILDFLOWER MIXTURE UNITED SEED .5 LBS PER 1,000 SF SOD SEE SPEC HARDWOOD MULCH SEE SPEC 19,758 RAIN GARDEN MIX DETENTION BASIN SEED MIX PRAIRIE MOON NURSERY 9.39 LBS PER ACRE RAIN GARDEN MIX (19,758 SF)T5 T2 GROUND PLANE TREATMENT L301 ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTSTST S T S T S T S T S T STSTSTSTST S T S T S T S T S T STST STST ST STSTSTSTST STSTSTSTST S T S T S T S T S T STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST STSTST STST STSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST W W W W W W W W W WW W W W W WWWWWWWWW W W W WWWW SSSSSS S S S S W SA N D / O I L SE P A R A T O R LO W LO W LO W LO W LOW LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LO W LO W L O W LO W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W LOW LOW L O W LOW LOW L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTSTST S T S T S T S T S T STSTSTSTST S T S T S T S T S T STST STST ST STSTSTSTST STSTSTSTST S T S T S T S T S T STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST STSTST STST STSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST W W W W W W W W W WW W W W W WWWWWWWWW W W W WWWW SSSSSS S S S S W SA N D / O I L SE P A R A T O R LO W LO W LO W LO W LOW LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LO W LO W L O W LO W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W LOW LOW L O W LOW LOW L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W2-LT1-LT 2-PG 2-LT 2-LT 2-TD1-OV 1-PS 1-PB 2-MV 1-QB 2-CF 1-AH 1-PO 3-DF 2-PB 1-LT 2-PG 1-CO 2-CC 2-ZS 1-PG 1-PO 2-DF 2-LT 2-CC 1-PB 2-CF 2-CS 1-BN 2-CS 1-QB 1-PO 1-HV 1-AG 2-CF 1-QU 1-QU 1-QB 2-BN 1-CC 1-PM 1-CC 1-PB 1-PB 1-PO 3-PG 1-CF 1-AH 2-CC 1-CC 1-LL 1-AG 1-CC 2-CF 1-PS 2-QM 1-AH 1-ZS 3-PA2-AC 1-AG 1-CC 2-PS 1-PS 1-QU 1-LT 1-CO 3-CF 2-AG 1-PM CC (1) 2-PA 1-PS 1-QU 1-AH 1-CO 3-PG 2-AC 1-AG 1-CC 2-PS 1-PS 2-QB 2-CO 1-PO 2-TD 3-HV 1-QB 1-PO 1-QM 2-QM 1-GS 2-RP 2-CA 1-GS 3-TA 1-CC 1-CA 1-PO 1-LL 1-BN 1-LL 1-OV 1-RP 3-VC 3-FG 2-CA 1-GS 1-RP 1-OV 1-OV 1-QM 3-FG 3-FG 1-PB MATCHLINE L302 MATCHLINE L303 MATCHLINE L302 MATCHLINE L303 7-RF 7-RF 40-RF 2-PB 1-CF 2-CF 1-DF 1-PB 2-DF 48-CI 7-RF 7-RF 40-RF 48-CI 7-RF 7-RF 40-RF 48-CI 1-QB 1-NS LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW 1-LT 1-CC1-AG 2-PI2-PG 1-QU 2-CS 2-AG 3-PS 2-QM 1-CC1-CC 2-PA 1-PA 1-PO2-QB 3-DF 2-PM 1-AG 1-CC 2-PS1-PS 2-QU 1-LT1-ZS 3-PI 2-AG SITE PLAN - NORTH1 L301 30'60'15'0' SCALE:1"=30' A 19181716151413121110987654 B C D E F G H J K L M N P Q PR I N T E D : R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet NumberSITE PLAN SUBMITTAL. Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect WA U K E E P U B L I C S A F E T Y 81 5 N W 2 0 T H S T R E E T WA U K E E , I A 5 0 2 6 3 6/ 2 8 / 2 0 2 3 2 : 3 1 : 5 7 P M 21841001 WAUKEE PUBLIC SAFETY BUILDING 815 NW 20TH STREET WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 Revision Description Date 7/20/2023 SITE PLAN SUBMITTAL. L001 SITE PLAN - SOUTH EAST2 L301 30'60'15'0' SCALE:1"=30' NOTES: 1.SEE NOTES ON SHEET L001. OVERALL TREE AND SHRUB PLANT SCHEDULE KEY QTY BOTANICAL NAME COMMON NAME SIZE ROOT REMARKS CANOPY TREES BN 10 Betula nigra RIVER BIRCH 2" CAL.B&B AH 17 Carpinus caroliniana AMERICAN HORNBEAM 2" CAL.B&B CS 9 Catalpa speciosa NORTHERN CATALPA 2" CAL.B&B CO 15 Celtis occidentalis COMMON HACKBERRY 2" CAL.B&B LL 9 Larix laricina EASTERN LARCH 2" CAL.B&B LT 29 Liriodendron tulipifera TULIP TREE 2" CAL.B&B NS 3 Nyssa sylvatica BLACK TUPELO 2" CAL.B&B OV 5 Ostrya virginiana EASTERN HOP HORNBEAM 2" CAL.B&B PO 20 Plantus occidentalis AMERICAN SYCAMORE 2" CAL.B&B QB 23 Quercus bicolor SWAMP WHITE OAK 2" CAL.B&B QM 11 Quercus macrocarpa BUR OAK 2" CAL.B&B QU 7 Quercus muehlenbergii CHINKAPIN OAK 2" CAL.B&B TA 15 Tila americana AMERICAN LINDEN 2" CAL.B&B SINGLE-STEM ZS 10 Zelkova serrata JAPANESE ZELKOVA TREE 2" CAL.B&B ORNAMENTAL TREES PM 33 Acer griseum PAPERBARK MAPLE 8' HT.B&B AC 24 Amelanchier canadensis SHADBLOW SERVICEBERRY 8' HT.B&B AG 31 Amelanchier x grandiflora 'Autumn Brilliance'AUTUMN BRILLIANCE SERVICEBERRY 8' HT.B&B MULTI-STEM CC 44 Cercis canadensis EASTERN REDBUD 8' HT.B&B MULTI-STEM MV 2 Magnolia x 'Soulangeana'SAUCER MAGNOLIA 8' HT.B&B TREE FORM SR 4 Syringa reticulata JAPANESE TREE LILAC 8' HT.B&B TREE FORM CONIFER TREES CF 16 Abies concolor CONCOLOR FIR 8' HT.B&B PA 26 Picea abies NORWAY SPRUCE 8' HT.B&B PG 29 Picea glauca 'Densata'WHITE SPRUCE 8' HT.B&B PI 20 Picea omorika SIBERIAN SPRUCE PB 14 Pinus bungeana LACEBARK PINE 8' HT.B&B PS 35 Pinus strobus EASTERN WHITE PINE 8' HT.B&B DF 11 Pseudotsuga menziesii DOUGLAS FIR 8' HT.B&B TD 28 Taxodium distichum BALDCYPRESS 8' HT.B&B TO 9 Thuja occidentalis 'Malonyana'MALONYANA ARBORVITAE 8' HT.B&B DECIDUOUS SHRUBS AM 15 Aronia melanocarpa 'Morton'"IROQUIS BEAUTY" BLACK CHOKEBERRY #3 CONT. LB 4 Carypteris x clandonensis 'Longwood Blue'BLUEBEARD #3 CONT. TC 29 Clethra alnifolia 'Tom's Compact'SWEET PEPPERBUSH #3 CONT. CK 14 Cornus swericea 'Kelseyi'KELSEY'S DWARF RED-OSIER DOGWOOD #3 CONT. CA 7 Corylus Avellana 'Contorta'HARRY LAUDER'S WALKING STICK #3 CONT. GS 3 Cotinus coggygria 'Golden Spirit'GOLDEN SPIRIT SMOKEBUSH #3 CONT. RP 4 Cotinus coggygris 'Royal Purple'ROYAL PURPLE SMOKEBUSH #3 CONT. FI 9 Forsythia x intermedia 'Fiesta'FIESTA FORSYTHIA #3 CONT. FG 23 Fothergilla gardenii DWARF FOTHERGILLA #3 CONT. HV 4 Hamamelis virginiana WITCH HAZEL #5 CONT. HP 2 Hypericum prolificum SHRUBBY ST. JOHN'S WORT #3 CONT. DG 16 Physocarpus opulifolius 'Dart's Gold'DART'S GOLD NINEBARK #3 CONT. NB 8 Physocarpus opulifolius 'Donna May'LITTLE DEVIL NINEBARK #3 CONT. PF 36 Potentilla fruticosa SHRUBBY QUINQUEFOIL #3 CONT. SA 30 Spiraea alba MEADOWSWEET #3 CONT. SM 20 Syrunga meyeri 'Palibin'PALIBIN LILAC #3 CONT. SX 11 Syringa X 'Bloomerang'BLOOMERANG DWARF PURPLE #3 CONT. VC 3 Viburnum carlesii KOREANSPICE VIBURNUM #3 CONT. WF 12 Weigwla florida FINE WINE WEIGELA #3 CONT. CONIFER SHRUBS PP 7 Picea pungens 'Globosa'DWARF GLOBE BLUE SPRUCE #3 CONT. MP 13 Pinus mugo 'Carsten's Wintegold'CARSTEN'S WINTERGOLD MUGO PINE #3 CONT. OL 5 Rhododendron 'Orchid Lights'ORCHID LIGHTS AZALEA #3 CONT. ME 6 Taxus cuspidata 'Monloo'EMERALD SPREADER JAPANESE YEW #3 CONT. TREES AND SHRUB PLANTING PLAN L302 ST ST ST ST ST ST ST ST ST ST STSTSTST STSTSTST STST STSTSTSTST STSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTST ST ST ST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST ST ST STSTSTSTST ST ST ST STSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTSTST STSTSTSTST STSTSTSTST ST ST ST ST ST ST ST ST ST ST STSTSTSTST ST ST ST STST ST ST STST ST STSTSTSTST ST ST ST ST ST ST ST ST ST ST W W W W WW W W S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S W W W W W W SA N D / O I L SE P A R A T O R G G G G G G G G G G G G UEUEUEUEUEUEUEUEUEUEUEUEUE E DOOR LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW ST ST ST ST ST ST ST ST ST ST STSTSTST STSTSTST STST STSTSTSTST STSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTST ST ST ST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST ST ST ST STSTSTSTST ST ST ST STSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTSTST STSTSTSTST STSTSTSTST ST ST ST ST ST ST ST ST ST ST STSTSTSTST ST ST ST STST ST ST STST ST STSTSTSTST ST ST ST ST ST ST ST ST ST ST W W W W WW W W S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S W W W W W W SA N D / O I L SE P A R A T O R G G G G G G G G G G G G UEUEUEUEUEUEUEUEUEUEUEUEUE E DOOR LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LO W LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW 2-LT1-LT 2-PG 1-QU 3-SR 2-QB 2-CC 1-AG 2-AC 2-LT 2-LT 2-LT 2-LT 2-LT 1-AG 1-AH 2-PS 2-AC 1-QM 2-TD1-OV 1-NS 2-BN 1-AH 2-CC 2-PM 1-OV 2-TD 1-OV 1-OV 2-BN 2-TD 1-PO 1-CS 2-TA 1-QM 1-PO 1-NS 1-OV 1-CF 1-CS 2-LT 1-QM 2-PG 1-PO 1-LT 2-AG 1-CC 2-PM 1-QB 1-QB 1-NS 1-TA 1-AH 2-BN 1-NS 1-AH 3-AH 3-LL 1-AH 2-AG 3-PI 3-PA 2-CC 2-PM 3-TD 3-PS 3-TD 3-PI 3-PG 3-PA 3-TD 3-PB 3-WF 3-PS 3-PG 3-PB 3-CF 3-PA 3-PA 3-PS 2-AG 2-AC 2-AC 2-CC 2-PM 2-AG 2-CC 2-PM 2-AC 2-CC 2-AC 2-AG 2-CC 2-PM 3-CO 3-QB 3-ZS 3-CO 3-LL 3-AH 1-QB 1-PO 1-AH 1-QU 1-PO 1-PO 1-OV 3-FG 5-OL 3-SX 3-AM 1-TA 2-NS 2-NS 2-TA 1-CO 1-CS 1-QU 1-QM 1-QU 1-QU 3-TA 3-FG 3-FG 3-FG 3-FG 3-FG 4-PM 1-PB 2-AC 3-PM 1-SR 5-FG 4-MP 9-WF 4-MP 4-LB 3-ME 1-LL 1-OV 4-SM 4-NB 7-CK 7-CK 4-NB 8-SM 8-SM 8-DG 8-DG 5-PP 3-ME 6-SX 5-MP1-PO 5-SA 7-SA 7-PF 2-PM 2-PM 5-TC 3-AM 7-TC 5-AM 4-AM 7-PF 12-TC MATCHLINE L302 MATCHLINE L303 MATCHLINE L302 MATCHLINE L303 FUTURE WATER TOWER 5-PF 5-SA 3-PF 2-HP 5-SA 5-PF 5-TC 2-TD 2-PP 2-CS L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W L O W LOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOWLOW 3-PA 3-PS 3-TD 3-PI 3-TD 3-PS 3-TD 3-PS 3-PG 3-PA 3-DF 3-PI 2-CA 2-CC 2-CC 2-AG 2-CC 2-AC 2-PM 2-CC 2-AC 2-AG 2-CC 3-AH 2-OV 3-QB 3-ZS 3-CO 3-PO 1-QB 1-PO 1-AH 1-PO 1-CO 2-PO 2-PM 5-PG 3-PS 2-LL 2-AG 2-CC 2-PA 1-PO 2-PM 1-PA 3-TA 2-AG 3-PI 1 - L T 1-NS SITE PLAN - SOUTH1 L302 30'60'15'0' SCALE:1"=30' A 19181716151413121110987654 B C D E F G H J K L M N P Q PR I N T E D : R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet NumberSITE PLAN SUBMITTAL. Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect WA U K E E P U B L I C S A F E T Y 81 5 N W 2 0 T H S T R E E T WA U K E E , I A 5 0 2 6 3 6/ 2 8 / 2 0 2 3 2 : 3 1 : 5 7 P M 21841001 WAUKEE PUBLIC SAFETY BUILDING 815 NW 20TH STREET WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 Revision Description Date 7/20/2023 SITE PLAN SUBMITTAL. L001 SITE PLAN - SOUTH2 302 30'60'15'0' SCALE:1"=30' NOTES: 1.SEE NOTES ON SHEET L001. OVERALL TREE AND SHRUB PLANT SCHEDULE KEY QTY BOTANICAL NAME COMMON NAME SIZE ROOT REMARKS CANOPY TREES BN 10 Betula nigra RIVER BIRCH 2" CAL.B&B AH 17 Carpinus caroliniana AMERICAN HORNBEAM 2" CAL.B&B CS 9 Catalpa speciosa NORTHERN CATALPA 2" CAL.B&B CO 15 Celtis occidentalis COMMON HACKBERRY 2" CAL.B&B LL 9 Larix laricina EASTERN LARCH 2" CAL.B&B LT 29 Liriodendron tulipifera TULIP TREE 2" CAL.B&B NS 3 Nyssa sylvatica BLACK TUPELO 2" CAL.B&B OV 5 Ostrya virginiana EASTERN HOP HORNBEAM 2" CAL.B&B PO 20 Plantus occidentalis AMERICAN SYCAMORE 2" CAL.B&B QB 23 Quercus bicolor SWAMP WHITE OAK 2" CAL.B&B QM 11 Quercus macrocarpa BUR OAK 2" CAL.B&B QU 7 Quercus muehlenbergii CHINKAPIN OAK 2" CAL.B&B TA 15 Tila americana AMERICAN LINDEN 2" CAL.B&B SINGLE-STEM ZS 10 Zelkova serrata JAPANESE ZELKOVA TREE 2" CAL.B&B ORNAMENTAL TREES PM 33 Acer griseum PAPERBARK MAPLE 8' HT.B&B AC 24 Amelanchier canadensis SHADBLOW SERVICEBERRY 8' HT.B&B AG 31 Amelanchier x grandiflora 'Autumn Brilliance'AUTUMN BRILLIANCE SERVICEBERRY 8' HT.B&B MULTI-STEM CC 44 Cercis canadensis EASTERN REDBUD 8' HT.B&B MULTI-STEM MV 2 Magnolia x 'Soulangeana'SAUCER MAGNOLIA 8' HT.B&B TREE FORM SR 4 Syringa reticulata JAPANESE TREE LILAC 8' HT.B&B TREE FORM CONIFER TREES CF 16 Abies concolor CONCOLOR FIR 8' HT.B&B PA 26 Picea abies NORWAY SPRUCE 8' HT.B&B PG 29 Picea glauca 'Densata'WHITE SPRUCE 8' HT.B&B PI 20 Picea omorika SIBERIAN SPRUCE PB 14 Pinus bungeana LACEBARK PINE 8' HT.B&B PS 35 Pinus strobus EASTERN WHITE PINE 8' HT.B&B DF 11 Pseudotsuga menziesii DOUGLAS FIR 8' HT.B&B TD 28 Taxodium distichum BALDCYPRESS 8' HT.B&B TO 9 Thuja occidentalis 'Malonyana'MALONYANA ARBORVITAE 8' HT.B&B DECIDUOUS SHRUBS AM 15 Aronia melanocarpa 'Morton'"IROQUIS BEAUTY" BLACK CHOKEBERRY #3 CONT. LB 4 Carypteris x clandonensis 'Longwood Blue'BLUEBEARD #3 CONT. TC 29 Clethra alnifolia 'Tom's Compact'SWEET PEPPERBUSH #3 CONT. CK 14 Cornus swericea 'Kelseyi'KELSEY'S DWARF RED-OSIER DOGWOOD #3 CONT. CA 7 Corylus Avellana 'Contorta'HARRY LAUDER'S WALKING STICK #3 CONT. GS 3 Cotinus coggygria 'Golden Spirit'GOLDEN SPIRIT SMOKEBUSH #3 CONT. RP 4 Cotinus coggygris 'Royal Purple'ROYAL PURPLE SMOKEBUSH #3 CONT. FI 9 Forsythia x intermedia 'Fiesta'FIESTA FORSYTHIA #3 CONT. FG 23 Fothergilla gardenii DWARF FOTHERGILLA #3 CONT. HV 4 Hamamelis virginiana WITCH HAZEL #5 CONT. HP 2 Hypericum prolificum SHRUBBY ST. JOHN'S WORT #3 CONT. DG 16 Physocarpus opulifolius 'Dart's Gold'DART'S GOLD NINEBARK #3 CONT. NB 8 Physocarpus opulifolius 'Donna May'LITTLE DEVIL NINEBARK #3 CONT. PF 36 Potentilla fruticosa SHRUBBY QUINQUEFOIL #3 CONT. SA 30 Spiraea alba MEADOWSWEET #3 CONT. SM 20 Syrunga meyeri 'Palibin'PALIBIN LILAC #3 CONT. SX 11 Syringa X 'Bloomerang'BLOOMERANG DWARF PURPLE #3 CONT. VC 3 Viburnum carlesii KOREANSPICE VIBURNUM #3 CONT. WF 12 Weigwla florida FINE WINE WEIGELA #3 CONT. CONIFER SHRUBS PP 7 Picea pungens 'Globosa'DWARF GLOBE BLUE SPRUCE #3 CONT. MP 13 Pinus mugo 'Carsten's Wintegold'CARSTEN'S WINTERGOLD MUGO PINE #3 CONT. OL 5 Rhododendron 'Orchid Lights'ORCHID LIGHTS AZALEA #3 CONT. ME 6 Taxus cuspidata 'Monloo'EMERALD SPREADER JAPANESE YEW #3 CONT. TREES AND SHRUB PLANTING PLAN L303 ST ST ST ST STSTSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST W W W W W W W W W W W W W W ST ST ST ST STSTSTSTSTST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST W W W W W W W W W W W W W W 16-RU 20-DP 8-IV 28-PD 37-PC 28-AT 45-EP 32-RU 17-PC 23-AT 7-BF 16-RF 12-IV 25-PD 20-AT 5-BF 19-PD 9-MF 37-EP 7-BA 17-RF 13-IV 45-AT 45-EP 65-PC 22-RU 46-DP 8-BF 27-CP 22-PD 9-IV 21-RF 15-BA 32-EP 20-AT 9-MF 8-PD 15-RU 9-BF 14-PD 35-EP 17-RU 12-BA 72-PC 16-RF 8-BF 22-EP 39-DP 50-DP 15-PD 4-BF 41-EP 14-RF 15-RF 7-RF 7-RF 40-RF 48-CI 7-RF 7-RF 40-RF 48-CI 7-RF 7-RF 40-RF 48-CI 7-RF 7-RF 40-RF 48-CI 7-RF 7-RF 40-RF 48-CI 7-RF 7-RF 40-RF 48-CI G G G G G G G G G G G G G G UEUEUEUEUEUEUEUEUEUEUEUEUE G G G G G G G G G G G G G G UEUEUEUEUEUEUEUEUEUEUEUEUE 6-ST 6-ST 4-OF 4-OF 5-BB W W W W W W W W UEUEUE W W W W W W W W UEUEUE 30-PV ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST 31-SS 21-PD 50-PX 50-PX A 19181716151413121110987654 B C D E F G H J K L M N P Q PR I N T E D : R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet NumberSITE PLAN SUBMITTAL. Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect WA U K E E P U B L I C S A F E T Y 81 5 N W 2 0 T H S T R E E T WA U K E E , I A 5 0 2 6 3 6/ 2 8 / 2 0 2 3 2 : 3 1 : 5 7 P M 21841001 WAUKEE PUBLIC SAFETY BUILDING 815 NW 20TH STREET WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 Revision Description Date 7/20/2023 SITE PLAN SUBMITTAL. L001 BIOCELL PLANTING PLAN ENLARGMENT01 L304 10'20'5'0' SCALE:1"=10'1"=10' PLANTING PLAN ENLARGMENT02 L304 10'20'5'0' SCALE:1"=10'1"=10' PLANTING PLAN ENLARGMENT03 L304 10'20'5'0' SCALE:1"=10'1"=10' NOTES: 1.SEE NOTES ON SHEET L001. OVERALL PERENNIAL AND GRASSES SCHEDULE KEY QTY BOTANICAL NAME COMMON NAME SIZE ROOT REMARKS PERENNIAL AT 286 Asclepias tuberosa HELLO YELLOW MILKWEED #1 CONT. BA 259 Baptisia alba WHITE FALSE INDIGO #1 CONT. BF 313 Baptisia australis BLUE FALSE INDIGO #1 CONT. CP 361 Coreopsis palmata PRAIRIE COREPOSIS #1 CONT. DP 686 Dalea purpurea PURPLE PRAIRIE CLOVER #1 CONT. PC 825 Echinacaea pallida PALE PURPLE CONEFLOWER #1 CONT. EP 941 Echinacea purpurea PURPLE CONEFLOWER #1 CONT. GA 98 Gentiana alba CREAM GENTIAN #1 CONT. GE 252 Gentiana andrewsii BOTTLE GENTIAN #1 CONT. IV 94 Iris Versicolor BLUE FLAG IRIS #1 CONT. MF 188 Monarda fistulosa WILD BERGAMOT #1 CONT. BB 5 Paeonia lactiflora 'Buckeye Belle'BUCKEYE BELEE PEONY #1 CONT. OF 8 Paeonia lactiflora 'Old Faithful'OLD FAITHFUL PEONY #1 CONT. ST 12 Paeonia lactiflora Shirley Temple'SIRLEY TEMPLE PEONY #1 CONT. PD 525 Penstemon digitalis BEARDTONGUE #1 CONT. PX 100 Phlox stolonifera CREEPING PHLOX #1 CONT. RF 562 Rudbeckia fulgida BLACK-EYED SUSAN #1 CONT. RU 449 Rudbeckia pinnata GRAY-HEADED PRAIRIE CONEFLOWER #1 CONT. SS 31 Salvia x sylvestris 'Mainacht'SALVIA MAY NIGHT #1 CONT. SL 336 Symphyotrichum laeve SMOOTH BLUE ASTER #1 CONT. SN 131 Symphyotrichum novae-angliae NEW ENGLAND ASTER #1 CONT. GRASSES SG 205 Bouteloua curtipendula SIDEOATS GRAMA #1 CONT. BG 325 Bouteloua gracilis BLUE GRAMA #1 CONT. PV 175 Panicum virgatum 'Shenandoah'SHENANDOAH SWITCHGRASS #1 CONT. SC 410 Schizachyrium scoparium LITTLE BLUESTONE #1 CONT. SH 119 Sporobolus heterolepis PRAIRIE DROPSEED #1 CONT. PLANTING PLAN ENLARGMENT04 L304 10'20'5'0' SCALE:1"=10'1"=10' PERENNIAL AND GRASS PLANTING L304 15 L500 6' - 0 " MI N . 4' - 0 " VARIES 6'-0"6'-0" MI N . MI N . BACK OF CURB FACE OF CURBDETECTABLE WARNING PLATE, ALIGN TO BACK OF CURB, TYP. 8.3 3 % M A X 8 . 3 3 % M A X 8. 3 3 % M A X PE R P L A N (8 . 3 3 % M A X ) BACK OF CURB FACE OF CURB PE R P L A N (6 ' - 0 " M I N . ) VARIES PER LAYOUT 6" EXPANSION JOINT SEE DETAIL 10/L500 DETECTABLE WARNING PLATE, ALIGN TO BACK OF CURB, TYP. EXPANSION JOINT SEE DETAIL 10/L500 HEAVY BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL PCC WALK, SEE LAYOUT15 L500 4- 6 " CONCRETE WALK 6" 1' - 0 " 1' - 6 " COMPACTED AGGREGATE COMPACTED SUBGRADE IJ ISOLATION JOINT PLANTING SOIL, AS SPECIFIED REINFORCED CIP CONCRETE SEATWALL, SEE STRUCTURAL FOR REINFORCEMENT NOTES SANDBLASTED ON ALL SIDES FOR A LIGHT SANDPAPER FINISH ON ALL EXPOSED FACES. 6" PLANT BED, SEE LANDSCAPE PLANS NOTE: SEE CIVIL SHEETS FOR FINAL GRADES OF WALLS AND SURFACES. MULCH, AS SPECIFIED VARIES, SEE PLAN GEOTEXTILE WOVEN FABRIC, AS SPECIFIED 1/2" CHAMFER AT CORNERS, TYP. SKATE DETERRENTS WHERE WALL RUNS LONGER THAN 3' COLOR CONCRETE AS SPECIFIED 5" 6" 11 " 6" COMPACTED SUBGRADE, 95% PROCTER COMPACTED AGGREGATE SUBGRADE, 95% PROCTER EXISTING SOIL CAST IN PLACE CONCRETE, BROOM FINISH, STANDARD COLOR 8" 6" 1' - 2 " 6" COMPACTED SUBGRADE, 95% PROCTER COMPACTED AGGREGATE SUBGRADE, 95% PROCTER EXISTING SOIL CAST IN PLACE CONCRETE, BROOM FINISH, STANDARD COLOR 6" 6" 1' - 0 " 6" COMPACTED SUBGRADE, 95% PROCTER COMPACTED AGGREGATE SUBGRADE, 95% PROCTER EXISTING SOIL CAST IN PLACE CONCRETE, BROOM FINISH, STANDARD COLOR 5" 4" 9" 6" CAST IN PLACE CONCRETE, BROOM FINISH, STANDARD COLOR COMPACTED SUBGRADE, 95% PROCTER COMPACTED AGGREGATE SUBGRADE, 95% PROCTER EXISTING SOIL **SLOPE GUTTER PAN TOWARDS CURB WHERE CONTOURS INDICATE SHEET FLOW TOWARDS CURB. SLOPE GUTTER PAN OUTWARD WHERE CONTOURS INDICATE SHEET FLOW AWAY FROM CURB. SEE GRADING PLAN. 2'-6" 1'-10"6" 6" 5" * COMPACTED SUBGRADE, MIN 12" DEEP COMPACTED AGGREGATE SUBGRADE, 95% PROCTER 1" 1/2" RADIUS BULLNOSE AT EDGE OF GUTTER FINISHED GRADE *GUTTER PAN TO BE 5" OR EQUAL TO THE DEPTH OF ADJACENT CONCRETE PAVEMENT, WHICHEVER IS GREATER GUTTER PAN **SLOPE 1/2" PER FOOT 2" 3" RADIUS ADJACENT LANDSCAPING, REFER TO PLAN 6" 1' - 0 " 4" 1" 8"8" 4" COMPACTED AGGREGATE BASE COURSE COMPACTED SUBGRADE 2" R (2) #4 REINF, CONT #4 x 3'-0" REINF @ 3'-0" O.C. RESERVED PARKING STATE PERMIT OR LICENSE REQUIRED $100 MINIMUM FINE AND CLASS 2 MISDEMEANER FOR VIOLATORS VAN ACCESSIBLE 12" 18" 9" 6" 5' - 0 " TO L O W E S T SI G N P A N E L ANCHOR POST 12 GA. 42" X 2-1/4" SQ. TELESPAR SIGN POST 12 GA. X 2" SQ. RESERVED PARKING SIGN COLOR: TEXT AND BORDER TO BE GREEN ON WHITE BACKGROUND. WHITE SYMBOL ON BLUE BACKGROUND GALVANIZED FASERNERS COMPLY WITH ALL LOCAL CODES AND REQUIREMENTS STATE PERMIT SIGN VAN ACCESSIBLE SIGN, OCCURS WHERE INDICATED ON PLAN STIFFENER SLEEVE 12 GA. 18" X 2-1/2" SQ. 1" 1" EXPANSION JOINT MATERIAL JOINT SEALANT FOUNDATION OR OTHER FIXED OBJECT PLACE ISOLATION JOINTS BETWEEN CONCRETE AND BUILDING FOUNDATION AND ALL FIXED OBJECTS ISOLATION JOINT AT FIXED OBJECT CONTROL OR EXPANSION JOINT AT EACH QUADRANT ISOLATION JOINT AT FIXED OBJECT CONTROL OR EXPANSION JOINT AT EACH CORNER PLAN LINE OF FRACTURE 1/8" SAWCUT JOINT T T/ 4 T = THICKNESS OF PAVEMENT SAWCUT CONTROL JOINT LINE OF FRACTURE 0"SAWCUT JOINT T T/ 4 T = THICKNESS OF PAVEMENT TOOLED CONTROL JOINT TOOLED JOINTS SHALL BE CONSTRUCTED AT A MINIMUM DEPTH OF ONE INCH BY SCORING WITH A TOOL WHICH WILL LEAVE THE CORNERS ROUNDED AND INSURE A FREE MOVEMENT OF CONCRETE AT THE JOINT. EXPANSION JOINT MATERIAL 1" SPACE EXPANSION JOINTS NOT TO EXCEED 35' IN CONCRETE WALKS AND WHERE INDICATED ON PLAN. 0" EXPANSION JOINT MATERIAL1" LOCATE REINFORCED EXPANSION JOINTS WHERE INDICATED ON PLAN. 0" JOINT SEALANT T = THICKNESS OF PAVEMENT 1/ 2 T 1/2" DIA x18" BARS @ 30" O.C. WITH EXPANSION SLEEVE 5" 4" 9" 6" CAST IN PLACE CONCRETE, INTEGRAL COLOR PER SPEC, SAND WASH FINISH COMPACTED SUBGRADE, 95% PROCTER COMPACTED AGGREGATE SUBGRADE, 95% PROCTER EXISTING SOIL +6+6 +6 +6 +0+0 +0 +0 2% MAX. FACE OF CURB P.C.C. SIDEWALK LANDING 60" x 60" MIN., 2% MAX. SLOPE, TYP. 8.33% MAXIMUM RAMP, HEAVY BROOM FINISH, PERPENDICULAR TO DIRECTION OF TRAVEL, TYP. DETECTABLE WARNING PAVERS AS SPECIFIED CHEEK WALL 6' - 0 " M I N . 6' - 0 " M I N . 6' - 0 " M I N . 6"2'-0" 6" 16 L500 6'-0" MIN. 48" MIN. RAMP LANDING 1'-0" 1'-8" ADA DETECTABLE WARNING PLATE, ALIGN 6-8" FROM FRONT OF RAMP, TYP. CURB FLARE EXPANSION JOINT, SEE DETAIL 10/L500 L5.2 L5.2 COMPACTED SUBGRADE 3/4" ACC SETTING BED WITH MASTIC DETECTABLE WARNING PAVER 1/2" WATERPROOF CAULKED JOINTS CHEEK WALL, 2" RADIUS CHAMFER 6" 6"2'-0"6"6"6" 2" 2" SEE PLAN FOR SIDEWALK WIDTH 4- 6 " CONCRETE WALK 6" 1' - 0 " 1' - 6 " COMPACTED AGGREGATE COMPACTED SUBGRADE IJ ISOLATION JOINT CONCRETE WALK REINFORCED CIP BOLLARD, SEE STRUCTURAL FOR REINFORCEMENT NOTES SANDBLASTED ON ALL SIDES FOR A LIGHT SANDPAPER FINISH ON ALL EXPOSED FACES. GEOTEXTILE WOVEN FABRIC, AS SPECIFIED 1/2" CHAMFER AT CORNERS, TYP. COLOR CONCRETE AS SPECIFIED 1'-6" IJ 4" 5" 4" 9" 6" CAST IN PLACE CONCRETE, BROOM FINISH, STANDARD COLOR COMPACTED SUBGRADE, 95% PROCTER COMPACTED AGGREGATE SUBGRADE, 95% PROCTER EXISTING SOIL 3'-0" DIA. 2'-6" DIA. 5' - 0 " 3' - 6 " VE R I F Y W / PO L E M A N U F . FLAGPPOLE, PER SPECS 1' - 6 " MI N COLLAR FINISHED TO MATCH FLAGPOLE SHAFT, DIAMETER AT LEAST 1" GREATER THAN SLEEVE WOOD WEDGES FINISHED GRADE 16 GA. GALVANIZED STEEL FOUNDATION SLEEVE DRY TAMPED SAND CONCRETE FOUNDATION STEEL CENTERING WEDGES STEEL BASE PLATE, SIZE AT LEAST THE INTERNAL DIAMETER OF THE SLEEVE PLUS 4" 6" SQUARE A SETTING PLATE SECURELY WELDED TO GROUND SPIKE 3/4" DIAMETER GROUND SPIKE 45 DEGREE CURB CUT ADJACENT STANDARD PCC CURB, SEE DETAIL 07/L500 6" PCC DRIVE COMPACTED AGGREGATE SUBBASE 6" 3" 6" BIOCELL PLANTING BED (BEHIND), SEE PLANTING SHEETS FOR PLANT SPECIES LAYOUT. 3'-0" SEE DETAIL 13/L501 FOR BIOCELL INFORMATION SECTION: TYPE 1 PCC, TYP01 L500 1-1/2"=1'-0" SECTION: TYPE 2 PCC, TYP02 L500 1-1/2"=1'-0" SECTION: INTEGRAL CURB08 L500 3/4"=1'-0" SECTION: CURB AND GUTTER, TYP07 L500 3/4"=1'-0" SECTION: TYPE 3 PCC, TYP03 L500 1-1/2"=1'-0" SECTION: EXPANSION JOINT, REINFORCED, TYP09 L500 1-1/2" = 1'-0" SECTION: TYPE 4 PCC, TYP04 L500 1-1/2"=1'-0" SECTION: EXPANSION JOINT, TYP10 L500 1-1/2" = 1'=0" SECTION: TYPE 5 PCC, TYP05 L500 1-1/2"=1'-0" LAYOUT: ADA RAMP, PERPENDICULAR, RETURN CURB, TYP11 L500 SECTION: TYPE 6 PCC, TYP06 L500 1-1/2"=1'-0" LAYOUT: ADA RAMP, PERPENDICULAR, FLARE CURB, TYP12 L500 LAYOUT: ADA RAMP, PARRALLEL, TYP13 L500 SECTION: ADA RAMP TYPE 1 AND TYPE215 L500 SECTION: ADA RAMP TYPE 316 L500 SECTION: SAW CUT JOINT, TYP17 L500 1-1/2"=1'-0" SECTION: ISOLATION JOINT, TYP18 L500 1-1/2"=1'=0" SECTION: CAST IN PLACE BOLLARD20 L500 SECTION: LOW SEAT WALL19 L500 3/4"=1'-0" SECTION: ADA PARKING SIGN, TYP21 L500 1/2"=1'-0" SECTION: FLAGPOLE, TYP.22 L500 1/2"=1-0" SECTION: CURB CUT, TYP23 L500 3/4"=1'-0" LAYOUT: ADA PARKING SYMBOL, TYP24 L500 A 19181716151413121110987654 B C D E F G H J K L M N P Q PR I N T E D : R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet NumberSITE PLAN SUBMITTAL. Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect WA U K E E P U B L I C S A F E T Y 81 5 N W 2 0 T H S T R E E T WA U K E E , I A 5 0 2 6 3 6/ 2 8 / 2 0 2 3 2 : 3 1 : 5 7 P M 21841001 WAUKEE PUBLIC SAFETY BUILDING 815 NW 20TH STREET WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 Revision Description Date 7/20/2023 SITE PLAN SUBMITTAL. L001 DETAILS L500 8" 2" UNDISTURBED SOIL DISCED SUBGRADE TOPSOIL SOIL FROM CUTTING SOD HARDWOOD MULCH OR TRAP ROCK, 3" MIN. DEPTH. REFER TO PLANTING PLAN FOR TYPE, SEE SPEC. TOPSOIL, 12" MIN. DEPTH PREPARED SUBGRADE WEED BARRIER FABRIC 6" 2" SEE PLANTING PLAN FOR SPECIES AND LOCATION 3" SHREDDED BARK MULCH, AS SPECIFIED. TOPSOIL COMPACTED SUB GRADE, AS SPECIFIED. 6" DEEP NATURAL EDGE. SHREDDED BARK MULCH IS TO REMAIN 2" BELOW TOP OF ADJACENT SURFACE, REFER TO LAYOUT FOR MATERIAL TYPE. PLANTING, VARIES PCC PAVING, REFER TO LAYOUT PLAN FOR PAVING TYPE AND LOCATIONS TOP OF SOIL TO BE KEPT 1/2" BELOW THE TOP OF THE ADJACENT PCC PAVING AFTER TURF HAS BEEN ROLLED. COMPACTED AGGREGATE SUB BASE, AS SPECIFIED. SUB BASE TO EXTEND A MINIMUM OF 6" PAST EDGE OF PCC. 6" FINISHED GRADE AND EDGE CONDITION VARIES - SEE PLAN FOR CONDITION. 1/4″ THK, X 5″ HT METAL EDGING, SEE SPECIFICATIONS. PLANT BED / GRASS MIX AREA MAY OCCUR, SEE PLAN. X"X"X" MULCH BED PLACED TO 4"DEPTH IN A MUTTLE RING AROUND SOLITARY TREES. 2" X 2" PAINTED STEEL STAKE 6' LONG, BURIED 18" INTO UNDISTURBED SOIL ROUGHEN SIDES OF HOLE FINISH GRADE UNTIE BURLAP FROM BASE OF TRUNK. TRIM AS NECESSARY SET ROOT BALL ON UNDISTURBED SOIL NOTES: 1.MEASURE HEIGHT OF ROOT BALL. SUBTRACT THE DEPTH OF SOIL OVER THE FIRST ROOT FROM THE HEIGHT OF THE ROOT BALL. DIG HOLE FOR ADJUSTED DEPTH. 2.MULCH SHOULD BE SPREAD UP TO BUT NOT TOUCH TRUNK OF TREE 3.IF TREE IN IN CONTAINER, REMOVE CONTAINER AND DISCARD BEFORE PLANTING 2-PLY RUBBER HOSE OR EQUIVALENT TREE STRAP DOUBLE STRAND #12 GA. WIRE ANDJUST TENSION BY TWISITING WIRE. ALLOW MOVEMENT OF TRUNK BACKFILL WITH ORIGINAL SOIL DUG FROM HOLE 1 2 X X X 1 2 X YY1 2 Y 1 2 Y NOTES: 1.SPACING PATTERN APPLIES TO ALL PERENNIALS, GROUNDCOVERS AND BULBS UNLESS OTHERWISE SPECIFIED 2.SEE PLANT TABLE FOR SPACING SPECFICICATION SET CROWN OF ROOT BALL AT FINISH GRADE ROUGHEN SIDES OF HOLE IF VISIBLY ROOTBOUND USE KNIFE TO MAKE SCORES IN THE BOTTOM OF ROOT BALL SET ROOT BALL ON UNDISTURBED SOIL 3X ROOT BALL DIA. FINISH GRADE NOTES: 1.REMOVE ALL POTS AND CONTAINERS BEFORE PLANTING 2.REMOVE DAMAGED STEMS AND SPENT BLOOMS AFTER PLANTING 3.WATER IMMEDIATELY AFTER PLANTING IS COMPLETED 3X ROOT BALL DIA. SHRUBS SHALL BE SLIGHTLY ABOVE GRADE BACKFILL WITH ORIGINAL SOIL DUG FROM HOLE ROUGHEN SIDES OF HOLE FINISH GRADE SET ROOT BALL ON UNDISTURBED SOIL NOTES: 1.PRUNE ALL DEAD, BROKEN, DISEASED AND WEAK BRANCHES 2.ENTIRE CONTAINER SHALL BE REMOVED X"X"X" 2-PLY RUBBER HOSE OR EQUIVALENT TREE STRAP DOUBLE STRAND #12 GA. WIRE AND ADJUST TENSION BY TWISTING WIRE. ALLOW MOVEMENT OF TRUNK PROTECTIVE TREE TRUNK BARRIER BACKFILL WITH ORIGINAL SOIL DUG FROM HOLE FINISH GRADE MULCH BED PLACED TO 4" DEPTH IN A MUTTLE RING AROUND ROUGHEN SIDES OF HOLE UNTIE BURLAP FROM BASE OF TRUNK. TRIM AS NECESSARY SET ROOT BALL ON UNDISTURBED SOIL NOTES: 1.MEASURE HEIGHT OF ROOT BALL. SUBTRACT THE DEPTH OF SOIL OVER THE FIRST ROOT FROM THE HEIGHT OF THE ROOT BALL. DIG HOLE FOR ADJUSTED DEPTH. 2.MULCH SHOULD BE SPREAD UP TO BUT NOT TOUCH TRUNK OF TREE 3.IF TREE IN IN CONTAINER, REMOVE CONTAINER AND DISCARD BEFORE PLANTING 2"x 2" PAINTED STEEL STAKE, 6' LONG, BURIED 18" INTO UNDISTURBED SOIL PCC PAVING, REFER TO LAYOUT PLAN FOR PAVING TYPE AND LOCATIONS 6" SEE PLANTING PLAN FOR PLANT QUANTITY, SPECIES, AND LAYOUT OF MATERIAL 3" DEPTH OF MULCH, AS SPECIFIED. COMPACTED AGGREGATE SUB BASE, AS SPECIFIED.SUB BASE TO EXTEND A MINIMUM OF 6" PAST EDGE OF PCC. MULCH OR TRAP ROCK TO BE KEPT A MINIMUM OF 1" BELOW THE TOP OF THE ADJACENT PCC PAVING. 1"COMPACTED SUBGRADE, AS SPECIFIED TOP SOIL, AS SPECIFIED UNDISTURBED SUBGRADE UNDISTURBED SOILS - OR - SOILS EXPOSED TO CONSTRUCTION ACTIVITY CLEANED OF RUBBLE AND DEBRIS - SCARIFY TO A DEPTH OF 3" PRIOR TO PLACING TOPSOIL. 1/2" COMPOST TOP DRESSING INCORPORATED INTO TOPSOIL ON SLOPES 3:1 OR STEEPER, PLACE 100% BIODEGRADABLE (JUTE OR COIR) EROSION CONTROL MATTING AFTER SEEDING. SEE TYPICAL INSTALL DETAIL 09/L502 RESPREAD STOCKPILED TOPSOIL TO A MINIMUM DEPTH OF 8" IN AREAS TO BE SEEDED / 12" AT PLANTING BEDS. IMPORT ADDITIONAL TOPSOIL IF EXISTING QUANTITIES ARE INADEQUATE 1/ 2 " 8" O R 1 2 " 3:1 M A X 3:1 M A X 36 ' - 0 " M I N . 12 ' - 0 " 3' - 0 " EQ.EQ.VARIES VARIES 6' - 0 " WIDTH VARIES, SEE PLAN 6" PVC OVERFLOW STANDPIPE, WITH STEEL GRATE, FIELD COORDINATE LOCATION WITH LANDSCAPE ARCHITECT 6" PERFORATED DRAIN TILE TOPSOIL, AS SPECIFIED. EROSION CONTROL MAT, AS SPECIFIED. MAT TO RUN THE ENTIRE LENGTH AND WIDTH OF BIOCELL. PLANTS TO BE INSTALLED THROUGH EROSION MAT. BIOCELL SOIL MIX, SEE PLANTING PLAN FOR LOCATIONS. MINIMUM DEPTH 36"; WITH A WELL BLENDED MIXTURE (BY VOLUME). SEE SPECIFICATIONS 3" CHOKER LAYER GEOTEXTILE BARRIER FABRIC AGGREGATE SUBBASE PREPARED SUBGRADE BIOCELL NOTES: 1.) SEE PLANTING PLAN FOR LOCATION AND SPECIES OF PLANTS IN BIOCELL. 2.) REFER TO CIVIL PLANS FOR DRAIN TILE AND STAND PIPE DEPTHS AND LAYOUT. 3.) NO HEAVY EQUIPMENT TO BE USED IN BIOCELL AFTER SPECIFIED SOIL MIXES ARE INSTALLED. 3' - 6 " M I N . 3' - 0 " M I N . PCC PAVEMENT, SEE LAYOUT FOR TYPEPCC PAVEMENT, SEE LAYOUT FOR TYPE CL SECTION: SHRUBS, TYP01 L501 1/4"=1'-0" SECTION: PERENNIALS, TYP02 L501 1/4"=1'-0" SECTION: SEED/SOD @ PCC EDGE, TYP08 L501 1/2"=1'-0" SECTION: STEEL EDGING, TYP07 L501 1-1/2"=1'-0" SECTION: PLANT SPACING, TYP03 L501 1/4"=1'-0" SECTION: SPADE CUT EDGE, TYP12 L501 NTS SECTION: DECIDUOUS TREE, TYP04 L501 1/4"=1'-0" SECTION: TURF, TYP10 L501 3"=1'-0" SECTION: EVERGREEN TREE, TYP05 L501 1/4"=1'-0" LAYOUT: SEEDING, TYP11 L501 NTS SECTION: MULCH, TYP06 L501 1-1/2"=1'-0" A 19181716151413121110987654 B C D E F G H J K L M N P Q PR I N T E D : R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet NumberSITE PLAN SUBMITTAL. Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect WA U K E E P U B L I C S A F E T Y 81 5 N W 2 0 T H S T R E E T WA U K E E , I A 5 0 2 6 3 6/ 2 8 / 2 0 2 3 2 : 3 1 : 5 7 P M 21841001 WAUKEE PUBLIC SAFETY BUILDING 815 NW 20TH STREET WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 Revision Description Date 7/20/2023 SITE PLAN SUBMITTAL. L001 SECTION: PLANTING BED @ PCC EDGE, TYP09 L501 3"=1'-0" SECTION: BIOCELL/RAIN GARDEN, TYP13 L501 1/4"=1'-0" L501 PLANTING DETAILS UV GV WVWV UV UV UV EB SIGN SIGN WV SIGN SIGN WHWV WV SIGNUB SIGN E DOOR CO CO CO CO CO CO CO SE P A R A T O R SA N D / O I L SE P A R A T O R SA N D / O I L COCO CO CO CO CO COCO COCOCOCO CO CO CO COCOCO CO CO CO CO CO CO COCO COCO CO COCO CO COCO CO CO CO CO CO CO CO CO CO CO CO COCOCO COCOCO C101 C102 C103 C104 COST TO THE OWNER. IMPROPER GRADING, THE CONTRACTOR SHALL CORRECT THE ISSUE AT NO IF THE POND DOESN'T MEET DEPTH REQUIREMENTS BECAUSE OF SILTING OR 17. CONTRACTOR MEANS & METHODS. FROM DESIGN POND DEPTH. THE EXACT PROCESS OF MEASUREMENT IS BEING MEASURED, AND FINAL MEASUREMENTS MUST BE NO LESS THAN 24" THE MIDDLE OF THE POND. THE OWNER SHALL INSPECT WHILE THE POND IS WET POND DEPTH AS MEASURED FROM NORMAL POOL EVERY 100 LF DOWN UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL VERIFY THE 16. CONSIDERED INCIDENTAL. INSTALLATION OF POND EDGE, OR UTILITY INSTALLATION SHALL BE ANY POND PUMPING NECESSARY, INCLUDING BUT NOT LIMITED TO, GRADING, 15. RESPONSIBLE FOR ANY REWORK NECESSARY TO RECTIFY THE SITUATION. IF THE POND DOESN'T HOLD WATER, THE CONTRACTOR SHALL BE 14. CONSTRUCTION OF THE CLAY LINER ON THIS PROJECT. LINER. COORDINATE WITH THE OWNER'S GEOTECHNICAL ENGINEER FOR AND ALSO TO PREVENT GROUND WATER FROM COMPROMISING THE CLAY OVER-EXCAVATION OF SAND MAY BE NECESSARY TO PREVENT SLOUGHING 13. AREAS, THAT SHOULD BE BID ON A UNIT PRICE BASIS IN CUBIC YARDS. THAT A POND LINER IN EXCESS OF 12" THICKNESS IS NEEDED IN WET POND AND PLAN DETAILS. IF THE OWNERS GEOTECHNICAL ENGINEER DETERMINES CONFORM TO ALL RECOMMENDATIONS BY THE GEOTECHNICAL ENGINEER THE NORMAL POOL ELEVATION. CLAY LINER SHALL BE 12" THICK AND THE WET POND WILL REQUIRE A CLAY LINER TO AN ELEVATION OF 1' ABOVE 12. INCLUDES, BUT IS NOT LIMITED TO, PUMPING ACTIVITIES. CHANGE ORDERS WILL BE ISSUED FOR DEWATERING PURPOSES. THIS DEWATERING AND SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. NO THE CONTRACTOR SHALL BUILD INTO THE BASE BID ALL NECESSARY 11. COMPLIES WITH GENERAL PERMIT NO. 2 ACTIVITIES, ETC. ALL DEWATERING SHALL BE DONE IN A MANNER THAT FACILITATE CONSTRUCTION OF THE BUILDING, WET POND, GRADING IT IS ANTICIPATED THAT DEWATERING WILL BE NEEDED ON THIS SITE TO 10. PREVENT THE ACCUMULATION OF STANDING WATER. IN A MANNER THAT COMPLIES WITH GENERAL PERMIT NO. 2 AND WILL GRADES WHERE EXISTING AND PROPOSED GROUND MEET SHALL BE BLENDED 9. THE ARCHITECT FOR RESOLUTION PRIOR TO FINAL GRADING OPERATIONS CONTRACTOR SHALL REPORT ANY CONFLICTS WITH THIS REQUIREMENT TO CAUSE AREAS OF STANDING WATER, UNLESS OTHERWISE NOTED. THE GRADES AND SLOPED IN SUCH A MANNER TO BE FREE OF DEPRESSIONS THAT ALL NEWLY GRADED GROUND SURFACES SHALL BE FINISHED TO UNIFORM 8. BY THE OWNER. FINAL TOPSOIL PLACEMENT SHALL BE TO THE TOP OF CURB AND APPROVED 7. SECTION 2010. SHALL MEET THE REQUIREMENTS SET IN SUDAS STANDARD SPECIFICATIONS PLACEMENT DEPTHS IN ALL AREAS. MINIMUM TOPSOIL PLACEMENT DEPTHS SEE GRADING DETAILS AND SPECIFICATIONS FOR MINIMUM TOPSOIL 6. INCIDENTAL AND WILL NOT BE MEASURED OR PAID FOR SEPERATELY. SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED 5. DEPARTMENT OF NATURAL RESOURCES REQUIREMENTS. APPROVED GRADING PLAN, SWPPP, NPDES DOCUMENTS, AND IOWA GRADING AND EROSION CONTROL SHALL BE DONE IN ACCORDANCE WITH THE 4. FIRE HYDRANTS, MANHOLE RIMS, INLETS, WATER VALVES, AND LIGHT BASES. SEPERATELY. EXISTING UTILIY FIXTURES INCLUDE, BUT ARE NOT LIMITED TO, CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED OR PAID FOR ADJUSTMENT OF EXISTING UTILITY FIXTURES TO FINISHED GRADE SHALL BE 3. BE REPAIRED AT THE CONTRACTORS EXPENSE. FOR THE LOCATION OF ALL UTILITIES. ANY DAMAGE TO SAID UTILITIES SHALL PRIOR TO ANY SITE EXCAVATION, THE CONTRACTOR SHALL BE RESPONSIBLE 2. SITE. TO FINE TUNE THE MASS GRADE AND RESPREAD TOPSOIL STOCKPILED ON- IMPROVEMENTS PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR MASS GRADING SHALL BE COMPLETED DURING THE T AVENUE 1. GRADING NOTES 8" THICKNESS W/ 1.5 SHRINK FACTOR11,190 CYTOPSOIL RESPREAD REMARKSQUANTITYITEM 150.50 150.50 T/C 150.50 G 150.50 E/W FINISHED GROUND ELEVATION TOP OF CURB ELEVATION GUTTER ELEVATION EDGE OF WALK ELEVATION GRADING LEGEND: 150.50 T/WTOP OF WALL ELEVATION 150.50 B/WBOTTOM OF WALL ELEVATION SANITARY SEWER LINE LEGEND STORM SEWER SUBDRAIN WATER MAIN EXISTING ROW PROPOSED ROW PERMANENT UTILITY EASEMENT SANITARY SEWER EASEMENT OVERLAND FLOW EASEMENT TEMPORARY EASEMENT BUILDING SETBACK NATURAL GAS EASEMENT C100 OVERALL GRADING PLAN PRINTED: 7/20/2023 11:33:10 AM 21841001 07/20/2023 WAUKEE PUBLIC SAFETY BUILDING 815 NW 20th Street WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 Revision Description Date A 19181716151413121110987654 B C D E F G H J K L M N P Q R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet NumberSITE PLAN SUBMITTAL Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect F E E T 5 0 0 2 5 5 0 1 00 1 C105 3 C105 2 C105 4 C105 5 C105 6 C105 7 C105 8 C105 9 C105 1 C106 2 C106 3 C106 4 C106 5 C106 6 C106 6 C106 7 C106 8 C106 9 C106 1 C107 2 C107 SIGN SIGN SIGN SIGN CO CO CO CO S E P A R A T O R S A N D / O I L CO CO COCO PUBLIC SAFETY BUILDING FFE=1035.50 POND 1 NORMAL POOL=1019.00 100 YEAR HW = 1026.72 OVERFLOW ELV = 1029.00 TOP OF POND = 1030.50 ELV = 1029.00OVERFLOW PATH 1036.63 G1037.13 T/C 1037.14 G1037.64 T/C 1035.90 G1036.40 T/C 1035.69 G1036.19 T/C 1035.77 G1036.27 T/C 1035.21 G 1035.71 T/C1035.00 G 1035.50 T/C 10354.86 G 1035.36 T/C 1034.77 G 1035.27 T/C 1035.21 G 1035.71 T/C 1035.00 G 1035.50 T/C 10354.86 G 1035.36 T/C 1034.77 G 1035.27 T/C 1034.53 G 1035.03 T/C. MINOR ADJUSTMENT RIM ELV = 1033.01 MINOR ADJUSTMENT 1032.88 1033.23 1028.55 1022.13 1035.79 G1036.29 T/C 1035.67 G1036.17 T/C 1.5%1.5% 1.5% 0.5% 1.0% 2.0% 2.0% 1.0% 0.0% 1.5% 1.5% 1.5% 1033.71 G1034.21 T/C 1035.14 G1035.64 T/C 1035.81 G1035.31 T/C 1035.08 G1035.58 T/C 1035.01 G1035.51 T/C 1035.05 G1035.55 T/C 1034.47 G1034.97 T/C 1034.84 G1035.34 T/C 1034.66 G1035.16 T/C 1034.64 G1035.14 T/C 1034.20 G1034.70 T/C INLET ELV = 1034.37MINOR ADJUSTMENT RIM ELV = 1034.33MINOR ADJUSTMENT 1034.08 G1034.58 T/CMINOR ADJUSTMENT 1034.08 G1034.58 T/CMINOR ADJUSTMENT 1034.48 G1034.98 T/C 1034.89 G1035.39 T/C 1034.69 G1035.19 T/C 1034.62 G1035.12 T/C 1034.69 G1035.19 T/C 1034.89 G1035.39 T/C 1034.89 G1035.39 T/C 1034.68 G1035.18 T/C 1034.65 G1035.15 T/C 1034.67 G1035.17 T/C 1034.82 G1035.32 T/C 1034.94 G1035.44 T/C 1035.28 G1035.78 T/C 1034.97 G1035.47 T/C 1035.01 G1035.51 T/C 1035.38 G1035.88 T/C 1037.28 E/W 1035.72 E/W 1034.16 E/W 1032.60 E/W 1031.04 E/W 1029.71 E/W 1029.00 E/W 1028.87 E/W 1028.87 E/W 1028.96 E/W 1029.62 E/W 1030.27 E/W 1030.36 E/W 1 .5 % 1 .5 % 1028.87 E/W 1032.60 E/W 1031.48 E/W 1030.61 E/W 1030.37 E/W 1.0% 5.0% 1 1.7 % 1 0 . 7 %1 3 . 2 % 6.6% 10.0% 4.8 % 6.3% 25.0% 25.0% 25.0% 2 5 . 0 % 25.0% 25.0% 25.0% 2 5.0 % 2 5 . 0 % 2 5 .0 % 2 5 .0 % 33.3% 33.3% 3 3.3 % 3 3 .3 % 3 3 .3 % 33.3% 33.3% 33.3% 3 3 . 3 % 33.3% 33.3% 33.3% 33.3% 3 3 .3 % 3 3 . 3 % 33.3% 33.3% 3 3 .3 % 5.9% 5.9% 5.9 % 5 .9 % 5 .9 % 2 5 . 0 % 3 3 . 3 % 2 . 0 % 1012.00 1012.00 2.0% 2 .0 % 1 . 5 % 0.6% 1038.80.1%1.5% REMOVED BY OTHERS EXISTING TILE REMOVED BY OTHERS EXISTING TILE 4 .2 % 6 . 5 % 0.7% 0.5%0.5% 1.1%100 YEAR HW = 1034.41 100 YEAR HW = 1034.57 100 YEAR HW = 1034.57 100 YEAR HW = 1033.34 100 YEAR HW = 1034.89 100 YEAR HW 100 YEAR HW 100 YEAR HW 100 YEAR HW 100 YEAR HW 100 YEAR HW NORMAL POOL NORMAL POOL 100 YEAR HW NORMAL POOL NORMAL POOL NORMAL POOL NORMAL POOL OVERFLOW PATH OVERFLOW PATH 100 YEAR HW = 1022.34 C101 GRADING PLAN PRINTED: 7/19/2023 3:29:20 PM 21841001 07/20/2023 WAUKEE PUBLIC SAFETY BUILDING 815 NW 20th Street WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 Revision Description Date A 19181716151413121110987654 B C D E F G H J K L M N P Q R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet NumberSITE PLAN SUBMITTAL Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect F E E T 2 0 0 1 0 2 0 4 0 1 C105 2 C105 3 C105 4 C105 GV WVWV UV UV UV EB WV WH WV WV 0 .7 % 1 . 5 % 1 . 5 % 1 . 5 % 1.5% 1 .5 % 1.5% 1 . 5 % 1029.62 1030.27 1030.37 E/W 1 .5 % 1030.61 E/W 1030.37 E/W 1030.37 E/W 1030.61 E/W 1.5% 1 . 5 % 1030.49 E/W 1029.99 E/W 1030.11 E/W 1030.25 E/W 1.5% 6.6% 6.6% 6.6 % 6 .4 % 7.4% 2.3 % 2.3 % 2.3 % 2.3 % 6.5% 25.0% 5.9% 33.3% 2 5 .0 % 5 .9 % 3 3 .3 % INLET ELV = 1024.50TOP SLAB = 1025.75MINOR ADJUSTMENT ELV = 1030.50TOP OF POND 100 YEAR HW = 1033.34 100 YEAR HW = 1024.86 OVERFLOW PATH 2 5 . 0 % 2 5 . 0 % TEMPORARY EASEMENT TEMPORARY EASEMENT 100 YEAR HW = 1022.34 C102 GRADING PLAN PRINTED: 7/19/2023 3:29:20 PM 21841001 07/20/2023 WAUKEE PUBLIC SAFETY BUILDING 815 NW 20th Street WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 Revision Description Date A 19181716151413121110987654 B C D E F G H J K L M N P Q R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet NumberSITE PLAN SUBMITTAL Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect F E E T 2 0 0 1 0 2 0 4 0 E DOOR CO CO CO S E P A R A T O R S A N D / O I L CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO COCO COCO CO COCO CO COCO CO CO CO CO CO CO CO CO CO CO CO COCOCO COCO CO 0.0%0.0% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 1035.5 1035.5 1035.51035.5 1035.51035.5 1035.5 1035.5 1035.5 1035.5 1035.51035.51035.5 1035.5 1035.5 1035.5 1035.51035.5 1035.5 1035.5 1035.5 1035.5 1035.5 1035.5 1035.5 1035.5 1035.51035.5 1035.5 1035.5 1035.5 1035.5 0.5% 0.5%1.0% 1.0% 1.0% 1034.57 G1034.07 T/C 1033.62 G 1033.43 G1033.93 T/C 1033.47 G 1033.28 G1033.78 T/C 0.5%0.5%0.5% 1.2% 1.5% 1.5% 1.2% 1.5% 1.2% 0.5%0.5%0.5% 0.5%0.5%0.5% 1.5%5.0% 0.5% 0.5% 0.5% 0.5% 1.5% 1.5% 0.8% 1.5%1.5% 1.5% 0.5% 1.5% 1.5% 0.5% 1.7% 2.2% 1033.13 G 1033.63 T/C 1033.47 G 1033.97 T/C 1033.44 G1033.94 T/C 1033.48 G1033.98 T/C 1033.08 G 1033.58 T/C 1033.03 G1033.53 T/C 1032.83 G 1033.33 T/C 1032.63 G 1033.13 T/C 1032.75 G 1033.25 T/C 1032.80 G 1033.30 T/C 1032.92 G 1033.42 T/C 1032.77 G 1033.27 T/C 1033.67 G 1033.17 T/C 1032.67 G 1033.17 T/C 1032.88 G 1033.38 T/C 1032.55 G 1033.05 T/C 1037.73 G1038.23 T/C 1037.62 G1038.12 T/C 1037.51 G1038.01 T/C 1036.93 G1037.43 T/C1037.39 G1037.89 T/C 1037.54 G1038.04 T/C 1036.48 G1036.98 T/C 1037.30 G1037.80 T/C 1037.41 G1037.91 T/C 1037.53 G1038.03 T/C 1037.00 G1037.50 T/C 1036.63 G1037.13 T/C 1033.68 G1034.18 E/W 1034.30 E/W 1034.78 E/W 1034.78 E/W 1034.90 E/W 1034.90 E/W 1035.02 E/W 1035.02 E/W 1034.90 E/W 1034.90 E/W 1035.02 E/W 1035.02 E/W 1034.90 E/W 1034.90 E/W 1034.78 E/W 1034.78 E/W 1034.90 E/W 1034.90 E/W 1034.20 E/W 1033.58 G1034.08 E/W 1033.39 G1033.89 T/C 1033.42 G1033.92 T/C 2.0% 2.0% 2.0% 1037.97 1037.86 1037.48 1034.50 G1035.00 T/C 1033.34 G1034.84 T/C 1033.30 G1034.80 T/C 1034.13 G1034.63 T/C1034.08 G1034.58 T/C 1033.99 G1034.49 T/C 1033.92 G1034.42 T/C 1033.94 G1034.44 T/C 1034.85 G1034.35 T/C 1033.72 G1034.22 T/C 1033.77 G1034.27 T/C 1033.58 G1034.08 T/C 1033.49 G1033.99 T/C 1032.96 G1033.46 T/C 1032.41 G1033.91 T/C 1032.44 G1033.94 T/C 1033.27 G1033.77 T/C 1033.20 G1033.70 T/C1033.51 G1034.01 T/C 1034.21 G1034.71 T/C 1034.15 G1034.65 T/C 1034.10 G1034.60 T/C 1033.80 G1034.30 T/C 1033.87 G1034.37 T/C 1033.63 G1034.13 T/C 1033.56 G1034.06 T/C 1033.74 G1034.24 T/C 1033.67 G1034.17 T/C 1033.82 G1034.32 T/C 1033.85 G1034.35 T/C 1033.66 G1034.16 T/C 1033.58 G1034.08 T/C 1033.55 G1034.05 T/C 1033.38 G1033.88 T/C 1033.46 G1033.96 T/C 1033.49 G1033.99 T/C 1033.31 G1033.81 T/C1033.62 G1034.12 T/C 1033.30 G1033.80 T/C 1033.22 G1033.72 T/C 1033.19 G1033.69 T/C 1033.26 G1033.76 T/C 1032.70 G 1033.13 G 1033.01 G 1033.06 G 1033.49 G 1033.37 G 1033.10 G1033.60 T/C 1033.13 G1033.63 T/C 1033.02 G1033.52 T/C 1032.95 G1033.45 T/C 1032.34 G 1032.65 G 1032.77 G 1.5% 1034.24 G1034.74 T/C 1034.28 G1034.78 T/C 1033.76 G1034.26 T/C 1033.66 G1034.16 T/C 1033.60 G1034.10 T/C 1034.43 G1034.93 T/C 1034.00 G1034.50 T/C 1033.38 G1033.88 T/C 1035.50 G1036.00 T/C 1035.50 G1036.00 T/C 1035.50 G1036.00 T/C 1034.18 G1034.68 E/W 1034.58 G1035.08 T/C 1034.68 E/W 1034.73 E/W 1035.09 E/W 1034.59 G1035.09 E/W 1034.73 E/W 4.8% 1.7% 1033.98 G1034.48 T/C 1.5% 4.8% 1032.58 G1033.08 T/CMINOR ADJUSTMENT 1032.45 G 1032.95 T/C MINOR ADJUSTMENT 1032.45 G 1032.95 T/C MINOR ADJUSTMENT RIM ELV = 1033.15 MINOR ADJUSTMENT RIM ELV = 1032.07 MINOR ADJUSTMENT INLET ELV = 1032.70MINOR ADJUSTMENT INLET ELV = 1033.06 MINOR ADJUSTMENT INLET ELV = 1032.34MINOR ADJUSTMENT INLET ELV = 1034.04MINOR ADJUSTMENT INLET ELV = 1033.91MINOR ADJUSTMENT 1034.96 GMINOR ADJUSTMENT 1034.37 GMINOR ADJUSTMENT 1033.00 G1033.50 T/CMINOR ADJUSTMENT 1034.01 GMINOR ADJUSTMENT 1029.67 G MINOR ADJUSTMENT 1028.55 G MINOR ADJUSTMENT 1028.05 G MINOR ADJUSTMENTG 1027.52 G MINOR ADJUSTMENT 1035.35 GMINOR ADJUSTMENT 1035.09 GMINOR ADJUSTMENT 1036.46 GMINOR ADJUSTMENT 1035.00 GMINOR ADJUSTMENT 1034.92 GMINOR ADJUSTMENT 1034.86 GMINOR ADJUSTMENT1035.45 GMINOR ADJUSTMENT 1035.03 GMINOR ADJUSTMENT 1034.55 G 1034.13 G 1034.35 G 1034.31 G 1034.11 G 1034.03 G 1033.95 G 1033.67 G 1033.75 G 1034.19 G 1033.77 G 1033.99 G 1033.83 G 1033.59 G 0.5% 0.5% 2 .0 % 4.1 % 2.0% 2.5% 2.0 % 2.0% 2.0% 2.0% 2.0% 2.0% 1034.77 G1035.27 T/CMINOR ADJUSTMENT 1033.63 G1034.13 T/CMINOR ADJUSTMENTS 2.0% 2.0% 2.0% 2.0% 3.2%2.2%3.2%2.2%3.2% 2.0% 2.0% 2.0% 3.2%3.2%3.2% 2.2%2.2% 0.5% 0.5% 100 YEAR HW = 1032.88 100 YEAR HW = 1032.97 ELV = 1032.95OVERFLOW PATH ELV = 1032.95OVERFLOW PATH 100 YEAR HW = 1035.20 100 YEAR HW = 1034.05 100 YEAR HW = 1033.97 100 YEAR HW = 1034.19 ELV=1034.15 OVERFLOW PATH ELV=1034.15 OVERFLOW PATH 100 YEAR HW = 1033.22 100 YEAR HW = 1032.85 100 YEAR HW = 1032.46 100 YEAR HW = 1033.34 2.0 % 2.0% 2 . 0 % 2 .0 % 2 .0 % 2 .0 % 2.0% 2.0% 2.0% 5.4 % 8.1% 25.0% 25.0% 25.0% 25.0% 25.0% 13.4% 25.0% 25.0% 25.0% 25.0% 25.0% 25.0% 25.0% 1.5% 0.8% 0.5%1.0%1.6%0.9% ELV=1034.30 OVERFLOW PATH ELV=1033.51OVERFLOW PATH ELV=1033.16OVERFLOW PATH ELV=1035.81OVERFLOW PATH ELV=1034.69OVERFLOW PATH ELV=1035.52OVERFLOW PATH ELV=1034.39OVERFLOW PATH ELV=1034.16OVERFLOW PATH 100 YEAR HW = 1027.19 100 YEAR HW = 1028.59 100 YEAR HW = 1029.69 C103 GRADING PLAN PRINTED: 7/19/2023 3:29:20 PM 21841001 07/20/2023 WAUKEE PUBLIC SAFETY BUILDING 815 NW 20th Street WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 Revision Description Date A 19181716151413121110987654 B C D E F G H J K L M N P Q R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet NumberSITE PLAN SUBMITTAL Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect F E E T 2 0 0 1 0 2 0 4 0 5 C105 6 C105 9 C105 8 C105 7 C105 1 C106 2 C106 3 C106 4 C106 5 C106 7 C1066 C106 9 C106 8 C106 2 C1071 C107 CO S E P A R A T O R S A N D / O I L CO CO CO COCO CO CO CO ELV = 1032.32OVERFLOW PATH 2.0% 2.0% 2.2% 3.2%2.2% 1033.00 G1033.50 T/CMINOR ADJUSTMENTS 1032.94 G1033.44 T/C 1032.35 G1032.85 T/C 1033.36 G 1033.86 T/C 1033.41 G 1033.91 T/C 1033.22 G1033.72 T/C 1033.13 G 1033.63 T/C 3.2%1033.08 G 1033.58 T/C 1033.15 G 1033.65 T/C 1033.20 G 1033.70 T/C 1032.95 G 1033.45 T/C 1032.89 G1033.39 T/C 1032.83 G1033.33 T/C 1033.10 G 1033.60 T/C 1033.13 G 1033.63 T/C 1032.94 G 1033.44 T/C 1032.86 G 1033.36 T/C 0.5%2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 3.2% 3.5% 6.6% 1.0% 2.0% 17.5% 2.0% 2.0% 2.0% 2.0% 2.0% 5 .6 % 3.8% RIM ELV = 1032.28 MINOR ADJUSTMENT 1033.57 G 1032.07 T/C MINOR ADJUSTMENT RIM ELV = 1033.80MINOR ADJUSTMENT 1032.84 G 1033.34 T/C MINOR ADJUSTMENT INLET ELV = 1033.62MINOR ADJUSTMENT INLET ELV = 1031.52 MINOR ADJUSTMENT 1032.98 G 1033.48 T/C MINOR ADJUSTMENT REMOVED BY OTHERS EXISTING GAS 1033.73 GMINOR ADJUSTMENT 1034.89 GMINOR ADJUSTMENT X2 1034.09 GMINOR ADJUSTMENT 1033.17 G MINOR ADJUSTMENT 1033.26MINOR ADJUSTMENT 1034.30 G1034.80 T/C 1033.98 G 1034.48 T/C 1033.62 G 1034.12 T/C 1034.36 G 1034.86 T/C 2.0% 1033.95 G 1035.45 T/C 1034.17 G 1034.67 T/C 1033.38 G1033.88 T/C 1033.35 G 1033.85 T/C 1033.55 G1034.05 T/C 1.5% 1.2% 0.5%2.0%2.0% 100 YEAR HW = 1033.34 100 YEAR HW = 1033.43 100 YEAR HW = 1033.43 100 YEAR HW = 1034.06 2.0% RIM ELV = 1035.38MINOR ADJUSTMENT 1034.35 G1034.85 T/C 1034.98 G1035.48 T/C 1033.68 G 1034.18 T/C 1034.07 G 1034.80 G1035.30 T/C 1034.31 G 1034.81 T/C 2.3% 0.6%0.6% 0.9% 1.6% 1033.53 G1034.03 T/C 0.6% 1.0% 1.5% 25.0% 25.0% 2 5 . 0 % 25.0% ELV=1032.82OVERFLOW PATH C104 GRADING PLAN PRINTED: 7/19/2023 3:29:20 PM 21841001 07/20/2023 WAUKEE PUBLIC SAFETY BUILDING 815 NW 20th Street WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 Revision Description Date A 19181716151413121110987654 B C D E F G H J K L M N P Q R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet NumberSITE PLAN SUBMITTAL Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect F E E T 2 0 0 1 0 2 0 4 0 9 C106 CO 1035.50 T/W 1035.49 B/W 1034.88 G1035.38 E/W1034.88 G1034.88 G 1035.00 E/W 1035.00 E/W 1035.38 E/W 1035.49 B/W 1035.50 T/W 1035.50 T/W 1034.99 B/W 1035.00 B/W 1035.45 E/W 1035.50 E/W 0.0% 0.0% 0.00% 1034.99 B/W 1.5%1.5% 1.5% 1.5% 5.6% 1.5% 0.6% 0.6% 6.3% 4.8% 0.0% F E E T 5 0 2 .5 5 1 0 CO S E P A R A T O R S A N D / O I L CO 1034.88 G1035.38 E/W 1034.69 G 1034.61 G 1034.69 G 1034.88 G1035.38 E/W 1035.50 E/W 1035.50 E/W 1.5% 5.3% 0.0% 0.0% 1.6% F E E T 5 0 2 .5 5 1 0 CO 1035.50 E/W 1034.88 G1035.38 E/W 1034.88 G1035.38 E/W 1035.50 E/W 1035.46 G 1035.50 G 1.5% 0.0% 0.2% 0.5% F E E T 5 0 2 .5 5 1 0 1035.89 G1036.39 E/W 1035.75 G 1035.63 G 1035.49 G1035.99 E/W 1036.11 E/W 1035.74 B/W 1036.25 T/W 1035.86 1036.37 1036.51 E/W 4.0% 4.0% 1.5% 1.5% 1.5% 1.5% 7.1% 7.1% 1.5% 1.5% F E E T 5 0 2 .5 5 1 0 1032.84 G1033.26 E/W1033.71 E/W 1033.83 E/W 1033.95 E/W 1033.59 E/W1033.95 E/W 1033.83 E/W 1033.71 E/W 1034.07 E/W 1034.31 E/W 1033.95 E/W 1034.07 E/W 1034.19 E/W 1034.07 E/W 1033.95 E/W 1033.83 E/W 1032.88 G1033.38 E/W1034.19 E/W 1.5% 1.5% 1.5%1.5% 1.5% 1.5% 1.5% 1.5% 1.5% 0.5% 5.3% 6.3%4.5% 4.5% 1.5%1.5% 1.5% 1.5% 1.5%1.5%1.5% 1.5%1.5%1.5% 1.5% 1.5% F E E T 5 0 2 .5 5 1 0 1034.90 E/W 1034.90 E/W1034.16 E/W 1033.58 1033.54 G1034.04 E/W 1033.31 G1033.81 E/W 1033.25 G1033.75 E/W 1033.25 G 1033.21 G1033.20 G1033.70 E/W 1033.23 G1033.73 E/W 1033.46 G1033.96 E/W 1034.08 E/W 1033.69 B/W 1034.20 T/W 1033.53 1033.64 B/W 1034.15 T/W 1033.99 1034.11 T/W 1033.83 1033.87 4.1% 3.8% 0.0%0.5% 0.5%0.5%0.5% 1.5% 1.5%1.5% 1.5% 1.5% 1.5% 1.5% 0.5% 7.8% 7.8% 5.1% 5.1% 0.5% 0.5% 5.1% 5.1% F E E T 5 0 2 .5 5 1 0 CO 1035.35 E/W 1035.14 E/W 1035.35 E/W 1035.14 E/W 1035.50 1035.50 1035.50 1035.50 1035.50 0.0%0.0% 0.0% 1.5%1.5% F E E T 5 0 2 .5 5 1 0 CO 1035.34 E/W 1035.501035.50 1035.13 E/W1.5% 1.5% F E E T 5 0 2 .5 5 1 0 CO CO CO 1035.05 E/W 1034.99 E/W1035.191035.301035.50 1035.28 E/W 1035.18 E/W 1035.501035.50 1035.50 0.9% 1.4% 0.7% 0.1% 0.2% 1.7% 1.5%1.6% 1.4% 1.0% C105 PEDESTRIAN RAMP DETAILS PRINTED: 7/19/2023 3:29:20 PM 21841001 07/20/2023 WAUKEE PUBLIC SAFETY BUILDING 815 NW 20th Street WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 Revision Description Date A 19181716151413121110987654 B C D E F G H J K L M N P Q R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet NumberSITE PLAN SUBMITTAL Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect C105 1 PEDESTRIAN RAMP DETAIL NO. 1 C105 4 PEDESTRIAN RAMP DETAIL NO. 4 C105 7 PEDESTRIAN RAMP DETAIL NO. 7 C105 2 PEDESTRIAN RAMP DETAIL NO. 2 C105 5 PEDESTRIAN RAMP DETAIL NO. 5 C105 8 PEDESTRIAN RAMP DETAIL NO. 8 C105 3 PEDESTRIAN RAMP DETAIL NO. 3 C105 6 PEDESTRIAN RAMP DETAIL NO. 6 C105 1 PEDESTRIAN RAMP DETAIL NO. 1 F E E T 5 0 2 .5 5 1 0 1034.51 G 1034.36 G 1034.74 E/W 1034.89 E/W 1034.17 G1034.67 E/W 1034.82 E/W 4.8% 1.5% 1.5% 1.5% 1.5% 1.5% 4.8% F E E T 5 0 2 .5 5 1 0 1034.54 E/W 1033.89 G1034.39 E/W 1033.76 G1033.90 B/W1034.41 T/W 1033.64 G 1033.78 B/W1034.29 T/W 1033.50 G1034.00 E/W 1033.43 G 1033.35 G 1033.34 G 1033.30 G 1033.37 G1033.87 E/W 1034.02 E/W 1034.15 E/W 4.4% 4.0% 1.5% 1.5% 1.5% 1.5% 1.5%4.1%0.5%1.5%1.5% 1.5% F E E T 5 0 2 .5 5 1 0 1034.32 G1034.82 E/W 1034.97 E/W 1035.14 E/W 1034.54 G1035.04 E/W 1035.22 E/W 1035.16 E/W 1035.29 E/W 1035.261035.31 E/W 1035.10 E/W 0.5% 0.3%1.5%0.6%0.5%1.5% 1.5% 1.4% 1.5% F E E T 5 0 2 .5 5 1 0 CO 1035.35 E/W 1035.39 E/W 1035.50 1035.50 1035.50 1035.50 1035.50 1035.50 0.5% 1.1% 0.4% 1.5% F E E T 5 0 2 .5 5 1 0 CO 1033.95 G1034.45 E/W 1034.57 E/W 1034.74 E/W 1035.50 1035.50 1034.74 G 1034.62 G1034.62 E/W 1035.38 G1035.38 E/W 1.5% 6.2% 1.5%1.5% 0.8% 0.0% 0.0% 0.0% 1034.56 G1035.06 T/C F E E T 5 0 2 .5 5 1 0 CO 1035.16 E/W 1034.98 E/W1034.98 E/W 1035.16 E/W 1035.50 1035.50 1.5% 1.5% 0.0% 0.0% F E E T 5 0 2 .5 5 1 0 E DOOR CO 1035.471035.47 1035.46 1035.47 1035.50 1035.50 1035.50 1035.50 0.0% 0.0% 0.1% 0.1% 0.1% 0.1% F E E T 5 0 2 .5 5 1 0 CO S E P A R A T O R S A N D / O I L CO 1034.91 E/W 1034.91 G 1034.73 E/W 1034.73 G 1035.50 1035.50 1035.38 G1035.38 E/W 1.5% 2.2% 1.5% 1.5% 1.5% 1.5% F E E T 5 0 2 .5 5 1 0 CO 1035.10 E/W1035.38 E/W 1035.50 1035.50 1035.38 G 1035.22 E/W 1035.22 E/W1035.50 1.5%1.5% 1.5% 1.5% 1.5% 0.0% 0.0% 1.5% C106 PEDESTRIAN RAMP DETAILS PRINTED: 7/19/2023 3:29:20 PM 21841001 07/20/2023 WAUKEE PUBLIC SAFETY BUILDING 815 NW 20th Street WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 Revision Description Date A 19181716151413121110987654 B C D E F G H J K L M N P Q R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet NumberSITE PLAN SUBMITTAL Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect C106 1 PEDESTRIAN RAMP DETAIL NO. 10 C106 4 PEDESTRIAN RAMP DETAIL NO. 13 C106 7 PEDESTRIAN RAMP DETAIL NO. 16 C106 2 PEDESTRIAN RAMP DETAIL NO. 11 C106 5 PEDESTRIAN RAMP DETAIL NO. 14 C106 8 PEDESTRIAN RAMP DETAIL NO. 17 C106 3 PEDESTRIAN RAMP DETAIL NO. 12 C106 6 PEDESTRIAN RAMP DETAIL NO. 15 C106 9 PEDESTRIAN RAMP DETAIL NO. 18 F E E T 5 0 2 .5 5 1 0 1037.75 G1037.84 E/W1037.93 E/W 1037.84 E/W 1037.75 E/W 1037.66 G 1037.54 G 1037.45 G 1037.44 E/W 1037.35 E/W 1037.44 E/W1037.53 E/W 1.5%1.5% 1.5% 1.5% 1.5%1.5% 1.5%1.5% 1.5%1.5% 1.5% 1.5% 0.2% 0.2% 1.5% F E E T 5 0 2 .5 5 1 0 1035.42 E/W 1034.67 B/W 1035.28 T/W 1034.58 G 1034.55 G 1034.54 G1035.04 E/W 1034.63 B/W1035.20 T/W 1035.13 E/W 1035.20 E/W 1035.28 E/W 1035.35 E/W 1035.10 E/W 1035.19 E/W 1034.49 G1034.41 G 1034.38 G 1034.42 G 1035.33 E/W 1.5% 1.5% 1.5% 1.5%6.3%0.4%8.2% 0.5% 0.7% 1.4% 1.6% 1.5% 0.7% 0.9% 0.8% 1.5%1.5% 0.9% C107 PEDESTRIAN RAMP DETAILS PRINTED: 7/19/2023 2:26:16 PM 21841001 07/20/2023 WAUKEE PUBLIC SAFETY BUILDING 815 NW 20th Street WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 Revision Description Date A 19181716151413121110987654 B C D E F G H J K L M N P Q R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet NumberSITE PLAN SUBMITTAL Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect C107 1 PEDESTRIAN RAMP DETAIL NO. 19 C107 2 PEDESTRIAN RAMP DETAIL NO. 20 F E E T 5 0 2 .5 5 1 0 UV GV WVWV UV UV UV EB SIGN SIGN WV SIGN SIGN WH WV WV SIGNUB CPS CPS CPS SIGN E DOOR CO CO CO CO CO CO CO SE P A R A T O R SA N D / O I L SE P A R A T O R SA N D / O I L CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO COCO CO CO CO CO CO CO CO COCO COCO CO COCO CO COCO CO CO CO CO CO CO CO CO CO CO CO COCOCO COCO CO C201 C202 C203 C204 REFER TO ARCHITECTURAL SHEETS FOR BUILDING SERVICE CONNECTIONS.15. CONSTRUCTION/DESIGN LENGTHS. STRUCTURE TO CENTER OF STRUCTURE. LENGTHS SHOWN ON PLANS ARE BID LENGTHS FOR ALL STORM SEWER PIPE ARE MEASURED FROM CENTER OF 14. FACILITIES WITH LOCATIONS PROVIDED FOR AS-BUILTS. REPAIRED OR CONNECTED INTO EXISTING OR PROPOSED STORM SEWER ANY EXISTING TILE LINES ENCOUNTERED DURING CONSTRUCTION SHALL BE 13. CORE DRILLED AND CONSIDERED INCIDENTAL TO SUBDRAIN INSTALLATION. SUBDRAIN CONNECTIONS TO STRUCTURES OR STORM SEWER PIPE SHALL BE 12. SANITARY SEWER AT LOCATION AND ELEVATION SHOWN ON SITE PLAN. DRAWINGS AND SPECIFICATIONS. PLUMBING PLANS SHALL TIE INTO DRAWN TO ACTUAL SIZE. REFER TO PLUMBING PLANS FOR DETAILED GREASE INTERCEPTORS ARE SHOWN FOR REFERENCE ONLY AND MAY NOT BE 11. FOR FLARED END SECTIONS 48" OR LARGER. INTENDED TO BE BELOW THE NORMAL POOL ELEVATION OF THE PONDS OR GUARDS SHALL NOT BE PROVIDED FOR FLARED END SECTIONS THAT ARE GUARD AND 3' WIDE CLAY WATERSTOP TO MEET SUDAS SW-105. TRASH ALL RCP FLARED END SECTIONS SHALL HAVE A STANDARD FOOTING, TRASH 10. HYDRANT AND A 5" STORZ CONNECTION. FIRE HYDRANT ASSEMBLY SHALL INCLUDE THE TEE, BRANCH, VALVE, 9. INSTALLATION. ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TO WATER MAIN ADDITIONAL WATER MAIN FITTINGS REQUIRED DUE TO STAGING OR FIELD 8. WATER MAIN SHALL BE BORED UNDERNEATH EXISTING PAVEMENT.7. SOLUTION. CONTRACTOR MAY UTILIZE SUDAS SECTION 4C-1 AS AN ACCEPTABLE IN INSTANCES WHERE 18” OF VERTICAL SEPERATION IS NOT FEASIBLE, THE 6. MAIN AND SEWERS AT ALL CROSSINGS. MAINTAIN A MINIMUM OF 18” OF VERTICAL SEPARATION BETWEEN WATER 5. OTHERWISE. ALL WATER LINES SHALL HAVE A MINIMUM OF 5.5' OF COVER UNLESS NOTED 4. ALL PROPOSED UTILTIES SHALL BE PUBLIC, UNLESS NOTED OTHERWISE.3. UTILITY CONSTRUCTION WORK ON THIS PROJECT. URBAN DESIGN AND SPECIFICATION, 2023 EDITION, SHALL APPLY TO ALL THE 2023 CITY OF WAUKEE STANDARD SPECIFICATIONS AND STATEWIDE 2. INLETS, WATER VALVES, AND LIGHT BASES. ARE NOT LIMITED TO, FIRE HYDRANTS, MANHOLE RIMS, FINISHED GRADE. EXISTING UTILITY FIXTURES INCLUDE, BUT FIXTURES INSTALLED WITH THE T AVENUE PROJECT TO OF THE CONTRACTOR FOR THE ADJUSTMENT OF UTILITY AVENUE IMPROVEMENTS PROJECT. IT IS THE RESPONSIBILITY UTILITY INSTALLATION SHALL BE COMPLETED DURING THE T 1. UTILITY NOTES SANITARY SEWER LINE LEGEND STORM SEWER SUBDRAIN WATER MAIN EXISTING ROW PROPOSED ROW PERMANENT UTILITY EASEMENT SANITARY SEWER EASEMENT OVERLAND FLOW EASEMENT TEMPORARY EASEMENT BUILDING SETBACK NATURAL GAS EASEMENT C200 OVERALL UTILITY PLAN PRINTED: 7/20/2023 10:06:37 AM 21841001 07/20/2023 WAUKEE PUBLIC SAFETY BUILDING 815 NW 20th Street WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 Revision Description Date A 19181716151413121110987654 B C D E F G H J K L M N P Q R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet NumberSITE PLAN SUBMITTAL Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect F E E T 5 0 0 2 5 5 0 1 00 SIGN SIGN SIGN SIGN CO CO CO CO S E P A R A T O R S A N D / O I L CO CO COCO FL = 1019.00 S-64, CIRCULAR CONCRETE APRON (18") FL = 1019.00 S-52, CIRCULAR CONCRETE APRON (30") @ S=1.00% P-51, 206 LF 30" RCP @ S=1.00% P-63, 77 LF 18" RCP BOTTOM WELL=1015.83 FL(N)=1019.83 FL(E)=1026.40 FL(S)=1028.40 RIM = 1034.33 N 593364.86, E 1528318.22 S-63, SW-401 (48") MANHOLE W/ BMP SNOUT BOTTOM WELL=1028.43 FL(N)=1028.93 FL(E)=1029.13 INLET ELV = 1034.37 N 593309.23, E 1528322.41 W/ SW-604 TYPE 4D CASTING S-61, SW-512 (36") INTAKE @ S=1.40% P-60, 39 LF 12" RCP @ S=1.00% P-61, 53 LF 15" RCP BOTTOM WELL=1026.56 FL(W)=1027.06 FL(E)=1027.26 T/C=1034.58 N 593365.85, E 1528367.66 S-62, SW-505 DOUBLE GRATE INTAKE @ S=1.50% P-62A, 188 LF 12" RCP 8" GATE VALVE 12" X 8" M.J. TEE W/ CONNECT TO 12" WATER MAIN (BY OTHERS) HORIZONTAL BEND 8" 45° M.J. HORIZONTAL BEND 8" 22.5° M.J.HORIZONTAL BEND 8" 22.5° M.J. 8" 45° M.J. HORIZONTAL BEND HORIZONTAL BEND 8" 45° M.J. 2 X 8" GATE VALVE 8" X 8" M.J. TEE W/ 6" GATE VALVE 8" GATE VALVE & 8" X 6" M.J. TEE W/ 7 LF LEAD 6" HYDRANT ASSEMBLY W/ 58 LF LEAD 6" HYDRANT ASSEMBLY W/ @ S=2.0% 6" PVC HORIZONTAL BEND 8" 45° M.J. 8" WATER 8" WATER 8" WATER 8" WATER 8" WATER 6" WATER 8" WATER 8" WATER 8" WATER 8" WATER T/P STORM = 1022.86 B/P WATER = 1025.09 T/P STORM = 1021.42 B/P WATER = 1026.30 6" PVC @ S=4.1% REFER TO SUDAS STANDARD DETAIL 4010.201 CONNECT TO 18" SANITARY SEWER (BY OTHERS)@ S=1.50% P-62, 44 LF 15" RCP BOTTOM WELL=1029.58 FL(W)=1030.08 T/C=1034.58 N 593365.86, E 1528562.16 S-62A, SW-505 DOUBLE GRATE INTAKE R =1 5 0 ' R = 1 5 0' R=150' REMOVED BY OTHERS EXISTING TILE REMOVED BY OTHERS EXISTING TILE BOTTOM WELL = 1028.94 FL(E)=1029.44 T/C=1035.03 N 593769.09, E 1528494.36 S-70, SW-501 SINGLE GRATE INTAKE P-70, 46 LF 12" RCP @ S=2.00% FL OUT = 1019.00 (24") FES 24" STORM BOTTOM WELL=1018.97 FL(S)=1019.47 FL (N)=1019.57 FL (W)=1028.51 RIM=1033.01 N 593769.82, E 1528544.34 S-71, SW-401 (48") MANHOLE 24" STORM FL OUT = 1019.00 48" FES FL OUT = 1019.00 15" FES 18" SANITARY SEWER 18" SANITARY SEWER 48" STORM 15" STORM 12" WATER 6" SANITARY CLEANOUT 6" SANITARY CLEANOUT CLEANOUT 6" SANITARY T/P SANITARY = 1020.16 B/P WATER = 1025.91 T/P WATER = 1025.47 B/P STORM = 1026.97 T/P SANITARY = 1024.02 B/P STORM = 1029.46 T/P SANITARY = 1021.48 B/P STORM = 1028.34 T/P SANITARY = 1017.96 B/P STORM = 1019.46 4" SANITARY CLEANOUT6" WYE CONNECTION 8" WATER BOTTOM WELL = 1029.17 FL(W)=1029.67 FL(E)=1029.77 RIM = 1035.73 N 593297.55, E 1528362.68 S-60, SW-401 (48") MANHOLE @ S=1.40% P-60A, 16 LF 12" RCP FL ELV = 1030.00 CONNECTION DETAILS REFER TO P-SHEETS FOR BOTTOM WELL=1018.40 FL OUT (P-5/5A)=1018.90 FL IN (SUBDRAIN)=1019.00 FL INLET (W SIDE)=1020.20 FL INLET (N/S SIDE)=1021.00 RIM=1022.90 N 593599.62, E 1528728.82 S-5, SW-513 (MODIFIED) SEE C205 FOR DETAILS @ S=0.35% P-5/5A, 126 LF 24" RCP FL IN=1016.00 15 LF 6" SUBDRAIN W/ RODENT GUARD N 593589.48, E 1528714.65 6" PVC @ S=100% REFER TO P-SHEETS FOR CONNECTION DETAILS " PER FOOT8118 LF LEAD @ S=MIN. 4" SANITARY SERVICE 24" STORM 24" STORM 24" STORM 30" STORM 48" STORM 15" STORM 15" STORM 15" STORM 15" STORM 12" WATER 12" WATER 15" STORM T/P SANITARY = 1002.32 B/P WATER = 1024.81 6" SUBDRAIN 6" SUBDRAIN 6" SUBDRAIN 6" SUBDRAIN C201 UTILITY PLAN PRINTED: 7/19/2023 3:17:04 PM 21841001 07/20/2023 WAUKEE PUBLIC SAFETY BUILDING 815 NW 20th Street WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 Revision Description Date A 19181716151413121110987654 B C D E F G H J K L M N P Q R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet NumberSITE PLAN SUBMITTAL Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect F E E T 2 0 0 1 0 2 0 4 0 GV WVWV UV UV UV EB WV WH WV WV CPS FL=1019.00 S-29, CIRCULAR CONCRETE APRON (36") BOTTOM WELL=1028.30 FL(E)=1028.80 T/C=1033.50 N 593255.24, E 1528798.38 S-26, SW-505 DOUBLE GRATE INTAKE @ S=1.00% P-26, 52 LF 12" RCP 8" M.J. 45° HORIZONTAL BEND8" WATER 8" WATER 8" GATE VALVE BOTTOM WELL=1015.87 FL(NE)=1020.61 FL(W)=1028.28 FL(S)=1022.06 RIM=1032.28 N 593254.24, E 1528856.38 S-27, SW-401 (72") MANHOLE W/ BMP SNOUT P-28, 69 LF 36" RCP @ S=1.00% @ S=0.70% P-25, 90 LF 36" RCP P-27, 74 LF 36" RCP @ S=1.00% BOTTOM WELL=1019.27 FL(N)=1019.77 FL(W)=1019.87 INLET ELV = 1024.50 (E/W SIDE) RIM=1025.75 N 593290.64, E 1528928.11 S-28, SW-513 (6' x 6') INTAKE FL=1017.99 (48") FES FL=1018.28 (48") FES T/P WATER = 1025.53 B/P STORM = 1028.35 48" STORM @ S=0.35% P-5/5A, 126 LF 24" RCP FL=1018.46 S-6, CIRCULAR CONCRETE APRON (24") FL=1018.46 S-6A, CIRCULAR CONCRETE APRON (24") C202 UTILITY PLAN PRINTED: 7/19/2023 3:17:04 PM 21841001 07/20/2023 WAUKEE PUBLIC SAFETY BUILDING 815 NW 20th Street WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 Revision Description Date A 19181716151413121110987654 B C D E F G H J K L M N P Q R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet NumberSITE PLAN SUBMITTAL Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect F E E T 2 0 0 1 0 2 0 4 0 E DOOR CO CO CO S E P A R A T O R S A N D / O I L CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO COCO COCO CO COCO CO COCO CO CO CO CO CO CO CO CO CO CO CO COCOCO COCO CO BOTTOM WELL=1017.12 FL(N)=1021.12 FL (SUBDRAIN)=1024.57 FL(S)=1026.82 INLET ELV=1032.07 INSTALL SW-604 TYPE 5 CASTING S-51, SW-401 (60") MANHOLE W/ BMP SNOUT @ S=1.00% P-51, 206 LF 30" RCP FL=1026.90 S-50, CIRCULAR CONCRETE APRON (30") @ S=1.00% P-50, 8 LF 30" RCP @ S=1.20% P-43, 135 LF 12" RCP @ S=1.00% P-40, 115 LF 15" RCP @ S=0.61% P-41, 38 LF 15" RCP BOTTOM WELL=1027.61 FL(N)=1028.11 FL(S)=1028.21 T/C = 1032.95 N 593004.89, E 1528247.08 S-42, SW-505 DOUBLE GRATE INTAKE @ S=0.60% P-42, 76 LF 18" RCP BOTTOM WELL=1027.06 FL(W)=1027.56 FL(E)=1028.38 FL(S)=1027.66 T/C = 1033.08 N 593087.56, E 1528247.09 S-44, SW-505 DOUBLE GRATE INTAKE FL=1028.58 S-45, CIRCULAR CONCERET APRON (24") @ S=2.43% P-45, 47 LF 24" RCP BOTTOM WELL=1026.83 FL(N)=1027.33 FL(E)=1027.43 FL(S)=1027.43 RIM=1033.15 N 593087.56, E 1528222.76 S-46, SW-401 (60") MANHOLE @ S=0.61% P-46, 10 LF 30" RCP FL=1027.27 S-47, CIRCULAR CONCRETE APRON (30") @ S=0.60% P-44, 21 LF 24" RCP FL=1029.58 S-30, CIRCULAR CONCRETE APRON (15") FL=1029.14 S-31, CIRCULAR CONCRETE APRON (15") @ S=0.53% P-30, 83 LF 15" RCP BOTTOM WELL=1030.36 FL(E)=1030.86 T/C=1035.27 N 592642.59, E 1528436.27 S-11, SW-505 DOUBLE GRATE INTAKE @ S=0.70% P-11, 223 LF 12" RCP BOTTOM WELL=1028.60 FL(E)=1029.10 FL(W)=1029.30 T/C=1034.13 N 592642.59, E 1528655.68 S-12, SW-505 DOUBLE GRATE INTAKE @ S=0.70% P-12, 185 LF 15" RCP REFER TO P-SHEETS FOR DETAILS 8" FIRE SERVICE, 27 LF LEAD REFER TO P-SHEETS FOR CONNECTION DETAILS " PER FOOT81MIN. 12 LF LEAD @ S= 4" SANITARY SERVICE REFER TO P-SHEETS FOR CONNECTION DETAILS " PER FOOT81MIN. 12 LF LEAD @ S= 4" SANITARY SERVICE 8" WATER 6" PVC @ S=2.00% 6" SANITARY SERVICE CONNECTION 4" SANITARY CLEANOUT BOTTOM WELL=1026.23 FL(E)=1026.73 FL(W)=1026.93 INLET ELV=1033.06 W/ SW-604 TYPE 3B CASTING S-22, SW-512 (24") INTAKE BOTTOM WELL=1024.87 FL(E)=1025.37 FL(S)=1028.62 FL(W)=1025.67 INLET ELV=1032.70 W/ SW-604 TYPE 3B CASTING S-23, SW-401(60") MANHOLE BOTTOM WELL=1023.82 FL(E)=1024.32 FL(W)=1024.42 INLET ELV=1032.34 N 593150.40, E 1528798.89 W/ SW-604 TYPE 3B CASTING S-24, SW-512 (24") INTAKE @ S=1.51% P-22, 70 LF 15" RCP @ S=1.36% P-23, 70 LF 18" RCP 8" 45° HORIZONTAL BEND 8" WATER 51 LF LEAD 6" HYDRANT ASSEMBLY W/ 8" GATE VALVE 12" X 8" M.J. TEE W/ CONNECT TO 12" WATER MAIN (BY OTHERS) 4 LF LEAD 6" HYDRANT ASSEMBLY W/ 8" WATER 6" GATE VALVE 8" GATE VALVE & 8" X 6" M.J. TEE W/ 4 LF LEAD 6" HYDRANT ASSEMBLY W/ 8" GATE VAVLE 8" WATER 6" M.J. CAP 6" X 4" M.J. TEE W/ REFER TO P-SHEETS FOR CONNECTION TO BUILDING 4" DOMESTIC WATER SERVICE, 27 LF LEAD 8" X 6" REDUCER 6" HYDRANT ASSEMBLY W/ 6" WATER 6" SUBDRAIN CLEANOUT 6" SUBDRAIN CLEANOUT 6" SUBDRAIN CLEANOUT 6" SUBDRAIN CLEANOUT DETAIL ON SHEET C205 FOR INSTALLATION REFER TO BIORETENTION BASIN CROSS-SECTION 6" SUBDRAIN 6" SUBDRAIN CLEANOUT 6" SUBDRAIN CLEANOUT CLEANOUT 6" SUBDRAIN C205 FOR INSTALLATION CROSS-SECTION DETAIL ON SHEET REFER TO BIORETENTION BASIN 6" SUBDRAIN 6" SUBDRAIN CLEANOUT 6" SUBDRAIN CLEANOUT 6" SANITARY CLEANOUT 6" SANITARY CLEANOUT @ S=1.80% P-35, 132 LF 12" RCP FL=1026.97 S-36, CIRCULAR CONCRETE APRON (12") BOTTOM WELL=1027.95 FL(N)=1028.45 FL(E)=1028.62 T/C = 1032.95 N 592959.95, E 1528247.09 S-41, SW-505 DOUBLE GRATE INTAKE T/P WATER = 1027.58 B/P STORM = 1029.08 BOTTOM WELL=1028.95 FL(S)=1029.45 INLET ELV=1033.91 N 593180.70, E 1528563.60 W/ SW-604 TYPE 3A CASTING S-20, SW-512 (18") INTAKE BOTTOM WELL=1028.10 FL(E)=1028.60 FL(N)=1028.70 INLET ELV=1034.04 N 593141.70, E 1528563.60 W/ SW-604 TYPE 3B CASTING S-21, SW-401 (48") MANHOLE @ S=1.86% P-21, 90 LF 12" RCP@ S=2.01% P-20, 37 LF 12" RCP @ S=1.00% P-23B, 115 LF 15" RCP 6" WATER R=150' R= 15 0' (USE AS EXISTING) HANDHOLE BY OTHERS 8" M.J. CAP 8" X 6" M.J. TEE W/ R=150'R=150' R = 1 5 0 ' R =1 5 0 ' 12" WATER 20' WATER 20' WATER T/P WATER = 1029.70 B/P STORM = 1031.20 T/P WATER = 1026.46 B/P STORM = 1027.96 T/P SANITARY = 1025.68 B/P WATER = 1028.28 T/P SANITARY = 1024.97 B/P STORM = 1029.54 T/[P SANITARY = 1025.62 B/P WATER = 1029.02 6" PVC @ S=100% (USE AS EXISTING) HANDHOLE BY OTHERS REFER TO P-SHEETS FOR CONNECTION TO BUILDING GAS SERVICE (BY OTHERS) REFER TO E-SHEETS FOR DETAILS ELECTRIC SERVICE (BY OTHERS) REFER TO E-SHEETS FOR CONNECTION DETAILS END (3) 2" PVC CONDUITS REFER TO E-SHEETS FOR CONNETION DETAILS END (3) 2" PVC CONDUITS REFER TO E-SHEETS FOR CONNECTION DETAILS END (3) 2" PVC CONDUITS REFER TO E-SHEETS FOR CONNECTION DETAILS END (3) 2" PVC CONDUITS 8" X 8" M.J. TEE FL ELV = 1030.00 CONNECTION DETAILS REFER TO P-SHEETS FOR (INSTALLED BY OTHERS) UNDERGROUND PRIMARY (2) 4" PVC CONDUITS FOR MID-AMERICAN (INSTALLED BY OTHERS) GAS SERVICE 12" SANITARY SEWER MAIN 12" SANTIARY SEWER MAIN 18" SANTIARY SEWER MAIN 18" SANTIARY SEWER MAIN 18" SANTIARY SEWER MAIN 24" STORM 24" STORM 24" STORM 6" SUBDRAIN FL ELV=1025.50 REFER TO P-SHEETS FOR CONECTION DETAILS 17 LF LEAD @ S=2.00% 4" SANITARY SERVICE C205 FOR INSTALLATION CROSS-SECTION DETAIL ON SHEET REFER TO BIORETENTION BASIN 6" SUBDRAIN C205 FOR INSTALLATION CROSS-SECTION DETAIL ON SHEET REFER TO BIORETENTION BASIN 6" SUBDRAIN C205 FOR INSTALLATION CROSS-SECTION DETAIL ON SHEET REFER TO BIORETENTION BASIN 6" SUBDRAIN C205 FOR INSTALLATION CROSS-SECTION DETAIL ON SHEET REFER TO BIORETENTION BASIN 6" SUBDRAIN C205 FOR INSTALLATION CROSS-SECTION DETAIL ON SHEET REFER TO BIORETENTION BASIN 6" SUBDRAIN CLEANOUT 6" SUBDRAIN 6" SUBDRAIN CLEANOUT CLEANOUT 6" SUBDRAIN CLEANOUT 6" SUBDRAIN 6" SUBDRAIN CLEANOUT BOTTOM WELL=1028.97 FL(W)=1029.47 FL(E) = 1029.57 RIM=1035.29 N 593155.73, E 1528365.67 S-35, SW-401 (48") MANHOLE FL ELV = 1030.00 CONNECTION DETAILS REFER TO P-SHEETS FOR FL ELV = 1030.00 CONNECTION DETAILS REFER TO P-SHEETS FOR FL ELV = 1030.00 CONNECTION DETAILS REFER TO P-SHEETS FOR BOTTOM WELL=1029.28 FL(N)=1029.78 FL(S)=1029.88 RIM=1035.10 N 593036.21, E 1528696.47 S-23B, SW-401 (48") MANHOLE BUILDING FOOTINGS AND SLAB ON GRADE. TO BE ABANDONED IN PLACE AFTER CONSTRUCTION OF ALL SUBDRAIN AND CLEANOUTS IN BUILDING FOOTPRINT 4" SUBDRAIN (BY OTHERS) @ S=1.00% P-40A, 13 LF 15" RCP @ S=2.67% P-35A, 16 LF 12" RCP @ S=1.00% P-23A, 13 LF 15" RCP BOTTOM WELL=1029.27 FL (W)=1029.77 FL (E)=1029.87 RIM=1035.25 N 592952.85, E 1528365.67 S-40, SW-401 (48") MANHOLE 15" STORM 15" STORM C203 UTILITY PLAN PRINTED: 7/19/2023 3:17:04 PM 21841001 07/20/2023 WAUKEE PUBLIC SAFETY BUILDING 815 NW 20th Street WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 Revision Description Date A 19181716151413121110987654 B C D E F G H J K L M N P Q R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet NumberSITE PLAN SUBMITTAL Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect F E E T 2 0 0 1 0 2 0 4 0 CPS CO S E P A R A T O R S A N D / O I L CO CO CO COCO CO CO CO BOTTOM WELL=1027.20 FL(N)=1027.70 FL(W)=1027.80 RIM=1035.38 N 592639.08, E 1528856.38 S-13, SW-401 (48") MANHOLE 8" WATER 8" WATER HORIZONTAL BEND 8" 45° M.J. 8" 45° M.J. HORIZONTAL BEND @ S=0.70% P-12, 185 LF 15" RCP @ S=0.68% P-13, 147 LF 15" RCP BOTTOM WELL=1026.01 FL(N)=1026.51 FL(S)=1026.71 FL(W)=1026.94 T/C=1033.48 N 592787.51, E 1528854.38 S-15, SW-506 DOUBLE GRATE INTAKE BOTTOM WELL=1024.04 FL(N)=1024.54 FL(E)=1025.34 FL(S)=1025.34 T/C=1033.34 N 592957.44, E 1528854.38 S-17, SW-506 DOUBLE GRATE INTAKE 8" GATE VALVE 4 LF LEAD 6" HYDRANT ASSEMBLY W/ 8" WATER 4 LF LEAD 6" HYDRANT ASSEMBLY W/ BOTTOM WELL=1022.19 FL(N)=1022.69 FL(W)=1023.79 FL(S)=1023.09 T/C=1032.07 N 593157.52, E 1528854.38 S-25, SW-506 DOUBLE GRATE INTAKE @ S=0.70% P-15, 167 LF 18" RCP @ S=0.70% P-17, 30 LF 30" RCP BOTTOM WELL=1023.73 FL(N)=1024.23 FL(S)=1024.33 FL(W)=1028.75 RIM=1033.80 N 592993.20, E 1528858.88 S-19, SW-401 MANHOLE (60") @ S=0.70% P-19, 162 LF 30" RCP @ S=0.70% P-25, 90 LF 36" RCP @ S=1.00% P-24, 53 LF 18" RCP 8" GATE VALVE 8" WATER 8" M.J. 45° HORIZONTAL BEND @ S=1.00% P-26, 52 LF 12" RCP 8" M.J. 45° HORIZONTAL BEND 8" WATER BOTTOM WELL=1015.87 FL(NE)=1020.610 FL(W)=1028.28 FL(S)=1022.06 RIM=1032.28 N 593254.24, E 1528856.38 S-27, SW-401 (72") MANHOLE W/ BMP SNOUT CLEANOUT 6" SUBDRAIN CLEANOUT 6" SUBDRAIN BOTTOM WELL=1027.51 FL(E)=1028.01 RIM=1031.52 N 592760.07, E 1528805.64 W/ SW-604 TYPE 3A CASTING S-14, SW-512 (18") INTAKE @ S=2.00% P-14, 53 LF 12" RCP FL ELV = 1030.00 REFER TO P-SHEETS FOR CONNECTION DETAILS @ S=2.00% P-18, 62 LF 12" RCP BOTTOM WELL=1024.93 FL(W)=1025.43 INLET ELV=1033.62 N 592957.44, E 1528868.28 W/ SW-604 TYPE 3B CASTING S-16, SW-512 (24") INTAKE@ S=1.00% P-16, 9 LF 18" RCP 6" WATER 6" GATE VALVE 8" GATE VALVE 8" X 6" M.J. TEE T/P SANITARY = 1024.42 B/P STORM = 1025.92 R =1 5 0' R =150' T/P WATER = 1026.38 B/P STORM = 1027.88 T/P WATER = 1025.82 B/P STORM = 1027.32 T/P SANITARY = 1024.62 B/P WATER = 1027.66 T/P WATER = 1024.35 B/P STORM = 1025.85 T/P WATER = 1020.46 B/P STORM = 1021.96 T/P WATER = 1025.53 B/P STORM = 1028.35 C204 UTILITY PLAN PRINTED: 7/19/2023 3:17:04 PM 21841001 07/20/2023 WAUKEE PUBLIC SAFETY BUILDING 815 NW 20th Street WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 Revision Description Date A 19181716151413121110987654 B C D E F G H J K L M N P Q R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet NumberSITE PLAN SUBMITTAL Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect F E E T 2 0 0 1 0 2 0 4 0 VARIES 4 :14:1 LANDSCAPING SHEETS ACCORDING TO SIDESLOPES PREP. & SEED BIORETENTION BASIN CROSS-SECTION DETAIL (N.T.S.) 18" ENGINEERED SOIL MATRIX (CRUSHED STONE) IDOT GRADATION 3 3" CHOKER STONE 21" BELOW FL OF SUBDRAIN 6" SUBDRAIN BOTTOM OF BASIN LANDSCAPING SHEETS ACCORDING TO PREP. & SEED Remove trash and debris from pretreatment area and bioretention cell.3) Replace mulch when erosion is evident and/or weed growth is excessive.2) season, preferably by pulling or trimming. Replace plants when needed. Prune and thin out plants when needed. Remove weeds throughout the growing 1) BIORETENTION CELL MAINTENANCE REQUIREMENTS ACTIVITY dead or severely diseased vegetation. Trees and shrubs should be inspected to evaluate their health and remove any 3) necessary. Inspect filter strip/grass channel for erosion or gullying. Re-seed or sod as 2) Inspect inflow points for clogging (offline systems). Remove any sediment.1) of hydraulic failure. Look for evidence of standing water in the observation port. This may be a sign 1) time. Replace modified soil layer when ponding greatly exceeds the design drainage 2) Replace pea gravel diaphragm when necessary.1) SCHEDULE Needed Fall, Spring, As Semi-Annually Annually As Necessary Concrete Sand Washed ENGINEERED SOIL MATRIX REQUIREMENTS MATERIAL SPECIFICATIONS% OF MIX 75-90 Provide clean sand complying with IDOT 4110 Gradation No. 1. Topsoil 0-25 verified with a "ribbon test" that yields no more than 1". brown to black color, a granular structure, and clay content less than 25% Provide soil taken from the top 6 inches of the A-horizon, which has a dark Compost 0-10 i) Provide compost that complies with SUDAS Section 9010, Part 2.07C. must be certified as: within the previous 1 year) by the facility producing the material. The material certified soil or compost testing lab; documentation should be submitted (dated ii) All compost proposed for use in bioretention cells should be analyzed by a to meet this range Weight; ASTM D2974-14), otherwise adjust overall soil mixture ratios 7. Organic matter should be 40% to 60% of the compost (% - Dry bioassay) 6. "Capable of supporting vigorous plant growth" (cucumber seedling 5. "Free of harmful metals" (EPA 503 Metal Limits) 4. "Free of harmful bacteria" (40 CFR 503 Class A Compost) 3. "Mature" (Ammonia / Nitrate / Ph balance) 2. C:N ratio between 10:1 & 25:1 (TMECC 05.02A) 1. "Stable" (CO2 respiration) (TMECC 05.05A & TMECC 05.08) SW-513 REVISION 04-21-20 SHEET 1 of 1 REVISIONS:Added Class 1 Bedding Material. APPROVED BY DESIGN METHODS ENGINEER STANDARD ROAD PLAN 2 OPEN-SIDED AREA INTAKE MODIFIED 4 Vertical wall reinforcing shall be epoxy coated. 3 Install four #4 diagonal bars at all pipe openings. beyond the outer edge of the walls. walls, the footprint of base is not required to extend 2 Cast-in-place base shown. If base is precast integral with 1 Grade to inlet elevation on open sides. PLAN SECTION A-A SECTION B-B SECTION C-C C C A A B B 4 4 �Note: Typical at Both Short Walls 3 2 1 1 1 4 6 " 4 ' - 0 " 6 " 6"9'-0"6" 8 " 4 ' - 0 " 6 " 2'-3"5'-6"2'-3" (Typ.) 4" 6 " # 5 B a r s a t 9 " 6 " 1'-6" Elev. = 1020.20 T y p . a l l W a l l s 1'-0" Elev. = 1021.00� Elev. = 1018.40 Bott. Well 24"� RCP � 24"� RCP� 24"� RCP Location Station (Typ.) Diagonal Bar O.C. Each Way #4 Bars at 6" Top Reinforcing Casting SW-602 Type G O.C. Each Way #4 Bars at 12" Base Bedding Material 8" Min. Class 1 Fillet Concrete Grade To Inlet Grade To Inlet Grade To Inlet Sheets See Grading Concrete Fillet C l r . 2 " C l r . 2 " Invert Elev. = 1019.00 6" Subdrain Inlet = 1018.90 (Typ.) Invert Elev. 8"#4 Bars at 8" O.C.8" 6"9'-0"6" 3'-0" Inlet Opening 1'-0"3'-0" Inlet Opening 1'-6" 9 " 8"#4 Bars at 8" O.C.8" 3'-0" Inlet Opening� 1'-0" 9 " 10"�#4 Bars at 8" O.C.�10"� 6"4'-0"6" C205 UTILITY DETAILS PRINTED: 7/19/2023 3:17:04 PM 21841001 07/20/2023 WAUKEE PUBLIC SAFETY BUILDING 815 NW 20th Street WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 Revision Description Date A 19181716151413121110987654 B C D E F G H J K L M N P Q R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet NumberSITE PLAN SUBMITTAL Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect UV GV WVWV UV UV UV EB SIGN SIGN WV SIGN SIGN WHWV WV SIGNUB CPS CPS CPS SIGN E DOOR CO CO CO CO CO CO CO SE P A R A T O R SA N D / O I L SE P A R A T O R SA N D / O I L COCO CO CO CO CO COCO COCOCOCO CO CO CO COCOCO CO CO CO CO CO CO COCO COCO CO COCO CO COCO CO CO CO CO CO CO CO CO CO CO CO COCOCO COCOCO THROUGHOUT THE DURATION OF THE PROJECT. UPDATE SWPPP ACCORDINGLY FOR STAGING AREA SIZE AND LOCATION 2. WAUKEE REQUIREMENTS. THE SITE AND ANY AND ALL NECESSARY ROCK TO MEET GP #2 AND CITY OF CONTRACTOR RESPONSIBLE FOR LOCATION AND AMOUNT OF STAGING ON 1. ROCK STAGING NOTES MIXTURE. REQUIREMENTS. TEMPORARY SEED SHALL MEET SUDAS TYPE 4 SEED ORDER TO COMPLY WITH NPDES GENERAL PERMIT NO. 2 OR CITY OF WAUKEE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY TEMPORARY SEEDING IN 2. OR SOD. SEE LANDSCAPE PLAN FOR SEED AND SOD LIMITS. CONTRACTOR SHALL BE RESPONSIBLE FOR STABILIZING THE SITE WITH SEED 1. SEDIMENT BASIN MAINTENANCE NOTES CHECKED & CLEARED OF ANY ACCUMULATED DEBRIS. SHOULD BE REMOVED FROM THE BASIN AND THE STANDPIPE SHOULD BE TO ONE HALF OF THE WET STORAGE VOLUME. DURING CLEANOUT, TRASH SEDIMENT SHOULD BE REMOVED FROM THE BASIN WHEN IT ACCUMULATES 3. PROBLEMS SHOULD BE REPAIRED IMMEDIATELY. OR SLUMPING DURING ALL EROSION CONTROL INSPECTIONS. THESE SEDIMENT BASIN SHALL BE INSPECTED FOR SIGNS OF SEEPAGE, SETTLEMENT 2. THE SEDIMENT BASIN DURING THE PROJECT. THE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN, CLEANOUT, AND REPAIR 1. SEDIMENT BASIN MAINTENANCE NOTES MULCHING. SILT FENCE ON ALL DOWNSTREAM SIDES OF STOCKPILES, SEEDING, & CONTROL EROSION FROM SAID STOCKPILES, INCLUDING, BUT NOT LIMITED TO CONTRACTOR SHALL PROVIDE ADDITIONAL CONTROLS AS NECESSARY TO 2. TO: SILT FENCE, INLET PROTECTION, AND TEMPORARY STANDPIPES. ALL TEMPORARY EROSION CONTROL DEVICES INCLUDING, BUT NOT LIMITED PERMIT NO. 2, CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF AFTER FINAL STABILIZATION HAS OCCURED, AS DEFINED IN NPDES GENERAL 1. EROSION CONTROL REMOVAL NOTES REQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOIL 10. FEDERAL, STATE AND LOCAL REGULATIONS. RESTROOM FACILITIES. SANITARY WASTE SHALL BE DISPOSED OF PER ALL CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING TEMPORARY 9. CONCRETE WORK. CONCRETE WASHOUT SHALL MEET SUDAS SPEC 11050. WASHOUT IN ACCORDANCE WITH NPDES GENERAL PERMIT NO. 2 DURING ALL CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING A CONCRETE 8. UPON THE ENGINEER’S APPROVAL. OTHER EROSION CONTROL TYPES MAY BE SUBSTITUTED FOR SILT FENCE 7. IS COMPLETED AROUND INTAKE. INSTALL FINISHED PAVING INLET PROTECTION IMMEDIATELY AFTER PAVING 6. IS COMPLETED AROUND INTAKE. INSTALL FINISHED PAVING INLET PROTECTION IMMEDIATELY AFTER PAVING 5. SEWER CONSTRUCTION. INSTALL INTAKE PROTECTION WITH WATTLE IMMEDIATELY AFTER STORM 4. CONSTRUCTION. INSTALL PERIMETER SILT FENCE AS SHOWN ON PLANS PRIOR TO 3. TO COMPLY WITH SAID PERMIT NO. 2. UPDATE THE SWPPP AND IMPLEMENT ANY AND ALL MEASURES NECESSARY GENERAL PERMIT NO. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DEPENDING ON SITE CONDITIONS TO ASSURE COMPLIANCE WITH NPDES WILL NEED PERIODIC UPDATES AND ADJUSTMENTS AS NECESSARY SWPPP PLAN AND NARRATIVE ARE CONSIDERED A LIVING DOCUMENT AND 2. INCIDENTAL AND SHALL BE INCLUDED IN THE ORIGINAL BID. ADDITIONAL NOTES AND MEASURES IN NARRATIVE SHALL BE CONSIDERED ALL EROSION CONTROL MEASURES, ADDITIONAL DETAILS AND NOTE. SEE SUPPLEMENTAL DETAIL STORM WATER POLLUTION PLAN NARRATIVE FOR 1. EROSION CONTROL NOTES C301 C302 C303 C304 C300 PLANOVERALL EROSION CONTROL PRINTED: 7/19/2023 3:38:14 PM 21841001 07/20/2023 WAUKEE PUBLIC SAFETY BUILDING 815 NW 20th Street WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 Revision Description Date A 19181716151413121110987654 B C D E F G H J K L M N P Q R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet NumberSITE PLAN SUBMITTAL Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect F E E T 5 0 0 2 5 5 0 1 00 SIGN SIGN SIGN SIGN CO CO CO CO S E P A R A T O R S A N D / O I L CO CO COCO 12" WATTLE973 LF 12" WATTLE159 LF DEVICE INLET PROTECTION DEVICE INLET PROTECTION SY RECP TYPE 2.D8828 DEVICE INLET PROTECTION DEVICE INLET PROTECTION W/ 20 LF SILT FENCE INLET PROTECTION DEVICE T=2' W=11' L=10' CLASS 'E' REVETMENT8 TN T=2' W=12.5' L=12' CLASS 'E' REVETMENT9 TN T=2' W=44' L=43' CLASS 'E' REVETMENT106 TN T=2' W=13.5' L=12' CLASS 'E' REVETMENT11 TN T=2' W=14' L=12' CLASS 'E' REVETMENT9 TN T=2' W=20' L=20' CLASS 'E' REVETMENT29 TN C301 EROSION CONTROL PLAN PRINTED: 7/19/2023 3:38:14 PM 21841001 07/20/2023 WAUKEE PUBLIC SAFETY BUILDING 815 NW 20th Street WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 Revision Description Date A 19181716151413121110987654 B C D E F G H J K L M N P Q R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet Number Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect SITE PLAN SUBMITTAL F E E T 2 0 0 1 0 2 0 4 0 GV WVWV UV UV UV EB WV WH WV WV CPS 12" WATTLE973 LF DEVICE INLET PROTECTION RECP TYPE 2.D8828 SY 1350 LF 12" WATTLE SILT FENCE40 LF T=2' W=21' L=20' CLASS 'E' REVETMENT26 TN T=2' W=25.5' L=20' CLASS 'E' REVETMENT34 TN C302 EROSION CONTROL PLAN PRINTED: 7/19/2023 3:38:14 PM 21841001 07/20/2023 WAUKEE PUBLIC SAFETY BUILDING 815 NW 20th Street WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 Revision Description Date A 19181716151413121110987654 B C D E F G H J K L M N P Q R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet Number Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect SITE PLAN SUBMITTAL F E E T 2 0 0 1 0 2 0 4 0 E DOOR CO CO CO S E P A R A T O R S A N D / O I L CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO COCO COCO CO COCO CO COCO CO CO CO CO CO CO CO CO CO CO CO COCOCO COCO CO 1350 LF 12" WATTLE 385 LF 12" WATTLE76 LF 12" WATTLE 199 LF 12" WATTLE 313 LF 12" WATTLE 412 LF 12" WATTLE 337 LF 12" WATTLE 173 LF 12" WATTLE 238 LF 12" WATTLE 164 LF 12" WATTLE 51 LF 12" WATTLE 56 LF 12" WATTLE 206 LF 12" WATTLE 165 LF 12" WATTLE W/ 20 LF SILT FENCE INLET PROTECTION DEVICE INLET PROTECTION DEVICE INLET PROTECTION DEVICE INLET PROTECTION DEVICE W/ 20 LF SILT FENCE INLET PROTECTION DEVICE W/ 20 LF SILT FENCE INLET PROTECTION DEVICE W/ 20 LF SILT FENCE INLET PROTECTION DEVICE W/ 20 LF SILT FENCE INLET PROTECTION DEVICE W/ 20 LF SILT FENCE INLET PROTECTION DEVICE INLET PROTECTION DEVICE INLET PROTECTION DEVICE INLET PROTECTION DEVICE 92 LF 12" WATTLE 89 LF 12" WATTLE RECP TYPE 2.D227 SY RECP TYPE 2.D227 SY RECP TYPE 2.D227 SY RECP TYPE 2.D1245 SY RECP TYPE 2.D2766 SY RECP TYPE 2.D8828 SY CLASS 'E' REVETMENT17 TN L=13.0', W=11.6', & T=2.0' CLASS 'E' REVETMENT11 TN L=17.0', W=16.0', & T=2.0' CLASS 'E' REVETMENT16 TN L=10.0', W=11.0', & T=2.0' CLASS 'E' REVETMENT6 TN L=10.0', W=11.0', & T=2.0' CLASS 'E' REVETMENT6 TN 12" WATTLE90 LF 12" WATTLE90 LF153 LF 12" WATTLE130 LF 12" WATTLE58 LF 40 LF 12" WATTLE 54 LF 12" WATTLE C303 EROSION CONTROL PLAN PRINTED: 7/19/2023 3:38:14 PM 21841001 07/20/2023 WAUKEE PUBLIC SAFETY BUILDING 815 NW 20th Street WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 Revision Description Date A 19181716151413121110987654 B C D E F G H J K L M N P Q R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet Number Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect SITE PLAN SUBMITTAL F E E T 2 0 0 1 0 2 0 4 0 CPS CO S E P A R A T O R S A N D / O I L CO CO CO COCO CO CO CO W/ 20 LF SILT FECE INLET PROTECTION DEVICE INLET PROTECTION DEVICE INLET PROTECTION DEVICE 302 LF 12" WATTLE W/ 20 LF SILT FENCE INLET PROTECTION DEVICE INLET PROTECTION DEVICE INLET PROTECTION DEVICE W/ 20 LF SILT FENCE INLET PROTECTION DEVICE RECP TYPE 2.D8828 SY RECP TYPE 2.D227 SY 1350 LF 12" WATTLE 1264 LF 12" WATTLE C304 EROSION CONTROL PLAN PRINTED: 7/20/2023 12:36:09 PM 21841001 07/20/2023 WAUKEE PUBLIC SAFETY BUILDING 815 NW 20th Street WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 Revision Description Date A 19181716151413121110987654 B C D E F G H J K L M N P Q R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet Number Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect SITE PLAN SUBMITTAL F E E T 2 0 0 1 0 2 0 4 0 EAST PARKING Illuminance (Fc) Average = 1.38 Maximum = 2.7 Minimum = 0.4 Avg/Min Ratio = 3.45 Max/Min Ratio = 6.75 EAST PARKING Illuminance (Fc) Average = 1.38 Maximum = 2.7 Minimum = 0.4 Avg/Min Ratio = 3.45 Max/Min Ratio = 6.75 NORTH PARKING Illuminance (Fc) Average = 1.57 Maximum = 1.9 Minimum = 0.9 Avg/Min Ratio = 1.74 Max/Min Ratio = 2.11 NORTH PARKING Illuminance (Fc) Average = 1.57 Maximum = 1.9 Minimum = 0.9 Avg/Min Ratio = 1.74 Max/Min Ratio = 2.11 POND PARKING Illuminance (Fc) Average = 0.96 Maximum = 1.6 Minimum = 0.3 Avg/Min Ratio = 3.20 Max/Min Ratio = 5.33 POND PARKING Illuminance (Fc) Average = 0.96 Maximum = 1.6 Minimum = 0.3 Avg/Min Ratio = 3.20 Max/Min Ratio = 5.33 Avg/Min Ratio = 2.33 Max/Min Ratio = 4.17 WEST PARKING Illuminance (Fc) Average = 1.40 Maximum = 2.5 Minimum = 0.6 Avg/Min Ratio = 2.33 Max/Min Ratio = 4.17 WEST PARKING Illuminance (Fc) Average = 1.40 Maximum = 2.5 Minimum = 0.6 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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 1.3 1.4 1.3 1.2 1.1 1.3 1.4 1.4 1.1 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 1.6 1.6 1.4 1.2 1.1 1.3 1.5 1.6 1.4 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 1.2 1.3 1.3 1.2 1.1 1.2 1.3 1.3 0.8 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 1.1 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.8 1.0 1.1 1.0 1.0 1.0 1.0 0.9 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 4.8 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 0.8 0.9 0.9 0.9 0.9 0.8 0.7 0.4 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 0.6 0.7 0.7 0.7 0.7 0.6 0.5 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.4 0.5 0.5 0.5 0.5 0.4 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.5 0.5 0.5 0.5 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 G TE DOOR CO CO CO CO CO CO CO CO CO CO CO CO CO CO CO COCO CO COCOCOCO CO CO CO CO CO CO COCOCOCOCO CO CO CO CO ELECTRICAL UTILITY TRANSFORMER EMERGENCY GENERATOR S3 S3 S1 S1 S1 S3 S1 S3 S1 S1 S1S1S1S1 S1 S1 (TYP) 5 EL001 (TYP) 2 EL001 S3 S6S6 S3 S3 S3 S3S3S3S3S3S3 S3 S3 S7 S7 (TYP) 6 EL001 (TYP) 4 EL001 S4 S4S2 (TYP) 3 EL001 (TYP) 2 EL001 (TYP) 2 EL001 S1 S1 S1 S3 S8 S8 S8S8 S1 S1 S1 S5 S8 S8 S8 S8 S8 S8 S11 S7 S7 (TYP) 2 EL001 (TYP) 2 EL001 S1 0 ( 3 9 ' -6" ) EX3[e15] EX1[e17]EX2[e18]EX2[e18] EX2[e16]EX1[e16] EX4[e3] EX4[e3] EX4[e3] EX4[e3]EX4[e4] EX4[e4] EX4[e4] EX4[e4] EX3[e1] EX1[e2] EX 7 ( 1 2 ' -0" ) EX 7 ( 1 2 ' -0" ) [ e 6 ] EX5[e10] EX5[e10] EX5[e10] EX5[e9] EX5[e9] EX5[e10] EX5[e10] EX5[e10]EX5[e8] EX5[e7] EX5[e7] EX5[e7] EX5[e7] EX5[e8] EX3[e13]EX3[e11] EX1[e14] EX6[e12]EX6[e12]EX6[e12]EX6[e12]EX6[e12]EX6[e12]EX6[e12]EX6[e12]EX6[e12]EX6[e12]EX6[e12]EX6[e12]EX6[e12] EX3[e5] 8'-1" 8'-1 1/4" 8'-6" 14'-0" 14'-0" 14'-0" 14'-0"14'-0" 14'-0" 14'-0" 14'-0" 8'-0"14'-6"14'-6" 8'-1" 8'-0" 13'-0"8'-0" 8'-0"8'-1" MOUNT LUMINAIRE TO UNDERSIDE OF STRUCTURE AT TOP OF SHADE STRUCTURE (APPROXIMATELY 16'-4" ABOVE GRADE). AIM LUMINAIRE DOWNWARDS TO EVENLY ILLUMINATE BUILDING (TYP.) MOUNT LUMINAIRES BELOW BUILDING OVERHANG, AIMED DOWNWARDS (TYP.)MOUNT LUMINAIRE AT GROUND AIMED UPWARDS TO ILLUMINATE FACE OF WALL MOUNT LUMINAIRE BELOW BUILDING OVERHANG, AIMED DOWNWARDS (TYP.) S9 S9 S9 S9 S9 S9 S9 S9 S9 S9 S9 S9 S9 S9 S9 S9 S11 (TYP) 2 EL001 E001 E001 E002 E002 E001 E002 E002 E001 E001 E001 E001 E001 E001 E001 S12 S12 S13 S13 #10 (MIN.) TO LUMINAIRE(S) 20" Ø CONCRETE BASE -SEE SPECIFICATIONS FULL METAL BASE COVER TO MATCH POLE ATTACH CONDUCTOR FROM GROUND ROD AND GROUND WIRE FROM CIRCUIT TO GROUND LUG ON POLE 5/8" X 10' COPPER CLAD GROUND ROD DRIVEN 4' (MIN) BELOW BOTTOM OF BASE 6 #6 REBARS VERT. WITH #4 REBARS 12" O.C. HORIZ. GROUND CLAMP 3/4" CHAMFER POLE -SEE SITE LIGHTING SCHEDULE ANCHOR BOLTS 24 " PHASE CONDUCTORS PER PLAN 4" SPLICE #6 BARE HANDHOLE 60 " IN-LINE FUSE -EACH PHASE GROUT BENEATH POLE BASE PLATE PER MANUFACTURER'S RECOMMENDATIONS -SEE SPECIFICATIONS24" (WHERE APPLICABLE) CURB 1" CONDUIT INTO NEAREST GREEN SPACE FOR DATA, OR SPARE FOR FUTURE USE BRANCH CIRCUIT WITH EQUIPMENT GROUNDING CONDUCTOR IN CONDUIT PER PLAN PROVIDE EXPANSION JOINT WITH SELF-LEVELING SEALANT AT ALL PAVED LOCATIONS -SEE SITE PLAN GFI CONVENIENCE RECEPTACLE, SEE PLANS FOR REQUIRED LOCATIONS #12 (MIN.) TO LUMINAIRE(S) PHASE CONDUCTORS PER PLAN IN-LINE FUSE -EACH PHASE POLE -SEE SITE LIGHTING SCHEDULE 3/4" CHAMFER FULL METAL BASE COVER TO MATCH POLE ANCHOR BOLTS 20" Ø CONCRETE BASE -SEE SPECIFICATIONS ATTACH CONDUCTOR FROM GROUND ROD AND GROUND WIRE FROM CIRCUIT TO GROUND LUG ON POLE CURB SPLICE HANDHOLE GFI CONVENIENCE RECEPTACLE, SEE PLANS FOR REQUIRED LOCATIONS AT 16'-0" MOUNT PROVIDE ADDITIONAL HANDHOLE FOR MOUNTING OF CCTV CAMERA BY OTHERS, SEE PLANS FOR REQUIRED LOCATIONS CCTV CAMERA AND MOUNT (BY OTHERS) BRANCH CIRCUIT WITH EQUIPMENT GROUNDING CONDUCTOR IN CONDUIT PER PLAN 24 " 30 " 60 " 24" (WHERE APPLICABLE) PROVIDE EXPANSION JOINT WITH SELF-LEVELING SEALANT AT ALL PAVED LOCATIONS -SEE SITE PLAN 5/8" X 10' COPPER CLAD GROUND ROD DRIVEN 4' (MIN) BELOW BOTTOM OF BASE 6 #6 REBARS VERT. WITH #4 REBARS 12" O.C. HORIZ. GROUND CLAMP 1" CONDUIT INTO NEAREST GREEN SPACE FOR DATA, OR SPARE FOR FUTURE USE #6 BARE GROUT BENEATH POLE BASE PLATE PER MANUFACTURER'S RECOMMENDATIONS -SEE SPECIFICATIONS 24 " 42 " 4 #4 REBARS VERT. WITH # 4 REBARS 12" O.C. HORIZ. ANCHOR BOLTS CONDUIT PER PLAN 12" Ø CONCRETE BASE - SEE SPECIFICATIONS BOLLARD -SEE SCHEDULE SIDEWALK 6" (WHERE APPLICABLE) 4" 4" 42 " 24 " CONDUIT PER PLAN GRADE 3/4" CHAMFER LUMINAIRE -SEE SCHEDULE 12" Ø CONCRETE BASE - SEE SPECIFICATIONS GENERAL REQUIREMENTS: A. CONTRACTOR SHALL VERIFY CATALOG NUMBERS AND INSTALLATION REQUIREMENTS PRIOR TO ORDERING. NOTIFY ENGINEER OF ANY CONFLICTS WITH PROPOSED INSTALLATION. B. POLE TYPE DESCRIPTION: SSS = SQUARE STRAIGHT STEEL STS = SQUARE TAPERED STEEL RSS = ROUND STRAIGHT STEEL RTS = ROUND TAPERED STEEL SSA = SQUARE STRAIGHT ALUMINUM STS = SQUARE TAPERED STEEL RSA = ROUND STRAIGHT ALUMINUM RTA = ROUND TAPERED ALUMINUM C. PROVIDE EACH POLE WITH FULL METAL BASE COVER WITH MATCHING FINISH AND FACTORY-INSTALLED INTERNAL VIBRATION DAMPENERS FOR ALL POLES 25 FEET AND HIGHER. D. PROVIDE POLES AND BASE COVER WITH 3MM POWDER COATED FINISH TO MATCH LUMINAIRE. E. PROVIDE POLES WITH INTEGRAL RECEPTACLES AND ADDITIONAL HANDHOLES FOR CAMERAS OR OTHER DEVICES. REFER TO PLANS AND POLE DETAILS FOR MORE INFORMATION. SITE LUMINAIRE SCHEDULE NOTES: 1. LUMINAIRE SHALL BE CONSIDERED EQUAL AS MANUFACTURED BY: ACUITY BRANDS, COOPER, CURRENT, SIGNIFY, CREE LIGHTING. 2. PROVIDE LUMINAIRE MODIFIED FOR NLIGHT AIR WIRELESS CONTROL OPTION CAPABLE OF EMERGENCY LIGHTING CONTROL (UL924 LISTED). 3. REFER TO PLANS FOR LUMINAIRE LENGTHS AND CONFIGURATIONS REQUIRED. PROVIDE WITH MOUNTING CHANNEL AND LENS CONTINUOUS FOR RUN LENGTH, 0-10V DIMMING REMOTE POWER SUPPLIES SIZED PER MANUFACTURER'S RECOMMENDATIONS, AND ALL OTHER ACCESSORIES REQUIRED FOR COMPLETE AND OPERABLE INSTALLATION. COORDINATE REQUIRED WIRE SIZE WITH MANUFACTURER FROM LUMINAIRE TO POWER SUPPLY. 4. PROVIDE WITH 0-10V DIMMING MODULES AS REQUIRED TO CONTROL LUMINAIRE CONFIGURATIONS SHOWN ON PLANS. PROVIDE WITH HYDREL CPM SERIES PEDESTAL ACCESSORY FOR MOUNTING TO CONCRETE BASE -SEE DETAILS. SUBMIT PROPOSED HARDWARE FOR REVIEW DURING SHOP DRAWINGS. ALL COMPONENTS TO HAVE FINISH TO MATCH SPECIFIED LUMINAIRE FINISH. 42 " 24 " CONDUIT PER PLAN GRADE 3/4" CHAMFER LUMINAIRE -SEE SCHEDULE 12" Ø CONCRETE BASE - SEE SPECIFICATIONS 4" SITE LIGHTING CALCULATION STATISTICS PROPERLY LINE (VERTICAL @ 5') EAST PARKING WEST PARKING NORTH PARKING DESCRIPTION 2.1 : 1 4.0 : 1 N/A 6.8 : 1 MAX:MIN 1. CALCULATIONS ARE BASED ON SCHEDULED LUMINAIRE, IF ALTERNATIVE PRODUCT IS PROVIDED, THE MANUFACTURER SHALL PROVIDE A DETAILED POINT-BY-POINT CALCULATION TO VERIFY COMPLIANCE WITH LOCAL STREET AND PARKING LOT LIGHTING GUIDELINES. 2. CALCULATIONS DO NOT INCLUDE CONTRIBUTIONS FROM STREET LIGHTING. ACTUAL LIGHT LEVELS MAY VARY DEPENDING ON LOCATIONS AND QUANTITIES OF LUMINAIRES OUTSIDE OF PROPERTY LINE. NOTES: AVERAGE MAXIMUM MINIMUM AVG:MIN 0.1 FC 1.4 FC 1.4 FC 1.6 FC N/A0.0 FC1.3 FC 3.5 : 10.4 FC2.7 FC 2.3 : 10.6 FC2.4 FC 1.7 : 10.9 FC1.9 FC copyright note: c mo eyrrIssengIneerIngInc mechanical | electrical | lighting | technology | commissioning www.morrisseyengineering.com MEI PROJECT #: permission to reproduce all or part of this drawing is hereby granted solely for the limited purpose of construction of this project or archiving. unauthorized copying, disclosure or construction use without written permission of morrissey engineering, inc. is prohibited by copyright law. do not scale drawings. verify all dimensions and clearances from architectural, structural, shop and other appropriate drawings or at site. lay out and coordinate all work prior to installation to provide clearances required for operation, maintenance, and codes and verify non-interference with other work. do not fabricate prior to verification of clearance for all trades. 4940 North 118th Street Omaha, NE 68164 P: 402.491.4144 A 19181716151413121110987654 B C D E F G H J K L M N P Q PR I N T E D : R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet Number Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect 22452 SITE PLAN SUBMITTAL. 06/06/2023 7/ 2 0 / 2 0 2 3 1 1 : 0 2 : 5 6 A M EL001 SITE LIGHTING PLAN 21841001 WAUKEE PUBLIC SAFETY BUILDING ADDRESS TBD WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 7/14/2023 N 1" = 40'-0"1 SITE LIGHTING PLAN NOT TO SCALE34" POLE BASE DETAIL NOT TO SCALE230" POLE BASE DETAIL NOT TO SCALE5BOLLARD BASE DETAIL NOT TO SCALE6FLOODLIGHT BASE DETAIL SITE LUMINAIRE SCHEDULE MARK DESCRIPTION MANUFACTURER CATALOG NUMBER BEAM DIST. LIGHT SOURCE ELECTRICAL FINISH QTY. PER POLE POLE SPEC.ACCEPTABLE MANUFACTURERS REMARKSSPEC. CCT TYPE LOAD VOLTS TYPE HEIGHT S1 PEDESTRIAN POLE LITHONIA RADPT LED P3 30K SYM MVOLT PT4 NLTAIR2 TYPE 5 7,000 LM 3000K LED 48 W 277 V BLACK 1 RSS 15' - 0" NOTE 1 NLIGHT AIR, NOTE 2 S2 PARKING LOT POLE - SINGLE LITHONIA DSX1 LED P4 30K 80CRI TFTM MVOLT RPA NLTAIR2 PIRHN TYPE TFTM 16,000 LM 3000K LED 124 W 277 V BLACK 1 RSS 30' - 0" NOTE 1 NLIGHT AIR S3 PARKING LOT POLE - SINGLE LITHONIA DSX1 LED P4 30K 80CRI T3M MVOLT RPA NLTAIR2 PIRHN TYPE 3M 16,000 LM 3000K LED 124 W 277 V BLACK 1 RSS 30' - 0" NOTE 1 NLIGHT AIR S4 PARKING LOT POLE - SINGLE LITHONIA DSX1 LED P9 30K 80CRI T5W MVOLT RPA NLTAIR2 PIRHN TYPE 5W 35,000 LM 3000K LED 277 W 277 V BLACK 1 RSS 30' - 0" NOTE 1 NLIGHT AIR S5 PARKING LOT POLE - SINGLE LITHONIA DSX1 LED P4 30K 80CRI T5W MVOLT RPA NLTAIR2 PIRHN TYPE 5W 16,000 LM 3000K LED 124 W 277 V BLACK 1 RSS 30' - 0" NOTE 1 NLIGHT AIR S6 PARKING LOT POLE - TWIN LITHONIA DSX1 LED P7 30K 80CRI T5W MVOLT RPA NLTAIR2 PIRHN TYPE 5W 21,000 LM 3000K LED 368 W 277 V BLACK 2 RSS 30' - 0" NOTE 1 NLIGHT AIR S7 FLAG LIGHT VISTA 1182SE B NS 40 E DV CX 010 B34 SE12 10° 1,100 LM 4000K LED 14 W 277 V BLACK -- -- BK LIGHTING AGI2 -- S8 SIGN FLOODLIGHT WE-EF 145-0031+145-0145+145-9192 (0-10V) ASYM. 1,200 LM 3000K LED 15 W 277 V BLACK -- -- LUMENPULSE LUMENQUAD -- S9 BOLLARD ORACLE OBO-103-LED 1000L DIM1 MVOLT 30K 85 TYPE 5 1,000 LM 3000K LED 19 W 277 V BLACK -- -- -- -- S10 LINEAR NEON DIODE LED DI 24V TE-ATX-100 30 ## WMS(BLACK) 0-10V 120° 130 LM/FT 3000K LED 79 W 277 V BLACK -- --KELVIX, LUMINII NOTE 3 S11 PARKING LOT POLE - SINGLE LITHONIA DSX0 LED P3 30K 80CRI T4M MVOLT RPA NLTAIR2 PIRHN HS TYPE 4M 6,700 LM 3000K LED 69 W 277 V BLACK 1 RSS 20' - 0" NOTE 1 NLIGHT AIR S12 BUILDING FLOODLIGHT ECOSENSE F170 1S LO 30 8 15 K H XX + F170-LENS-20 15° 1,400 LM 3000K LED 13 W 277 V BLACK -- -- -- NOTE 4 S13 BUILDING FLOODLIGHT ECOSENSE F170 1S HO 30 8 40 K H XX 40° 4,200 LM 3000K LED 38 W 277 V BLACK -- -- -- NOTE 4 EXTERIOR LUMINAIRE SCHEDULE MARK DESCRIPTION LENGTH MANUFACTURER CATALOG NUMBER LIGHT SOURCE ELECTRICAL FINISH MOUNTING ACCEPTABLE MANUFACTURERS REMARKSSPEC. CCT TYPE LOAD VOLTS DIMMING EX1 EXTERIOR WALL PACK LITHONIA WDGE1 LED P1 35K 80CRI VW MVOLT AWS DMG 1,200 LM 3500K LED 10 W 277 V 0-10V BLACK WALL LIGMAN EX2 EXTERIOR WALL PACK LITHONIA WDGE2 LED P4 35K 80CRI VW MVOLT AWS DMG 4,500 LM 3500K LED 35 W 277 V 0-10V BLACK WALL LIGMAN EX3 EXTERIOR MULLION LINEAR 1'-8" SIGNTEX MUE AC 20 X W CW2 2HT (NIGHT LIGHTING) 1,000 LM 3200K LED 20 W/FT 277 V -- BLACK MULLION EELP -- EX4 EXTERIOR 5" SURFACE LINEAR 12'-0" SELUX L125 1B20 35 SD F XX BL UNV DIM 500 LM/FT 3500K LED 5 W/FT 277 V 0-10V BLACK SURFACE -- -- EX5 EXTERIOR 3" DIAMETER DOWNLIGHT ACULUX AX3 D G4 25LM 35K 80CRI 35D EZ1 MVOLT ICAT + 3DH BS SF WET 2,500 LM 3500K LED 26 W 277 V 0-10V BLACK RECESSED -- IC/AIRTIGHT EX6 EXTERIOR ASYMMETRIC WALLWASH ELLIPTIPAR S170 L056 S 08 M V0 0 835 ZX 1,800 LM 3500K LED 16 W 277 V 0-10V BLACK SURFACE -- -- EX7 EXTERIOR 15° LINEAR GRAZE VARIES ECOSENSE L50 E ## 12 30 80 MULT 15x15 + LCDM-PL-120-277-010V-GR 1,200 LM/FT 3000K LED 12 W/FT 277 V 0-10V SILVER SURFACE -- SEE PLANS FOR LENGTHS EX8 EXTERIOR 120° LINEAR COVE 96'-0" ECOSENSE L35 E ## 12 30 80 MULT 120 + LCDM-PL-120-277-010V-GR 800 LM/FT 3000K LED 12 W/FT 277 V 0-10V SILVER SURFACE -- SEE PLANS FOR LENGTHS NOT TO SCALE4FLAG LIGHTING MOUNTING DETAIL Revision Description Date KEYNOTES E001 INCREASE DISTANCE FROM POLE BASE TO EDGE OF CURB TO MAINTAIN 12" SEPARATION FROM SEWER PIPES. SEE POLE BASE DETAILS AND CIVIL DRAWINGS FOR MORE INFORMATION. E002 MAINTAIN CONSISTENT OFFSET FROM CURB TO ALIGN WITH POLES ADJACENT TO SEWER PIPING. SEE KEYNOTE E001 FOR MORE INFORMATION. copyright note: c mo eyrrIssengIneerIngInc mechanical | electrical | lighting | technology | commissioning www.morrisseyengineering.com MEI PROJECT #: permission to reproduce all or part of this drawing is hereby granted solely for the limited purpose of construction of this project or archiving. unauthorized copying, disclosure or construction use without written permission of morrissey engineering, inc. is prohibited by copyright law. do not scale drawings. verify all dimensions and clearances from architectural, structural, shop and other appropriate drawings or at site. lay out and coordinate all work prior to installation to provide clearances required for operation, maintenance, and codes and verify non-interference with other work. do not fabricate prior to verification of clearance for all trades. 4940 North 118th Street Omaha, NE 68164 P: 402.491.4144 A 19181716151413121110987654 B C D E F G H J K L M N P Q PR I N T E D : R S T U 20 21 22 23 24 25 Sheet Name Key Plan 321 19181716151413121110987654 20 21 22 23 24 25321 Sheet Number Sheet Issue Date OPN Project No. 26 26 27 27 28 28 29 29 V W X Y Owner All reports, plans, specifications, computer files, field data, notes and other documents and instruments prepared by OPN Architects, Inc. as instruments of service shall remain the property of OPN Architects, Inc. OPN Architects, Inc. shall retain all common law, statutory and other reserved rights, including the copyright thereto. © 2022 OPN Architects, Inc. 100 Court Ave., Suite 100 Des Moines, IA 50309 P: 515-309-0722 www.opnarchitects.com RYAN COMPANIES 111 E GRAND AVENUE, SUITE 200 DES MOINES, IA 50309 P. 515-309-8500 Project Construction Manager FOTH 8191 BIRCHWOOD COURT, SUITE L JOHNSTON, IA 50131 P. 515-254-1393 Civil Engineer RAKER RHODES ENGINEERING 4717 GRAND AVENUE DES MOINES, IA 50313 P. 515-277-0275 Structural Engineer MORRISSEY ENGINEERING 4940 NORTH 118TH STREET OMAHA, NE 68164 P. 402-491-4144 MEPT Engineer CONFLUENCE 525 17TH STREET DES MOINES, IA 50309 P. 515-288-4875 Landscape Architect 22452 SITE PLAN SUBMITTAL. 06/06/2023 7/ 2 0 / 2 0 2 3 1 1 : 0 2 : 5 7 A M EL002 SITE LIGHTING CUTSHEETS 21841001 WAUKEE PUBLIC SAFETY BUILDING ADDRESS TBD WAUKEE, IA 50263 CITY OF WAUKEE 230 W. HICKMAN ROAD WAUKEE, IA 50263 7/14/2023 Revision Description Date LEVEL 1 0" UPPER PRECAST 27'-0" LINEAR WOOD SOFFIT PREFINISHED METAL COPING ALUMINUM LOUVER SYSTEM ALUMINUM CURTAIN WALL INSULATED PRECAST PANELS W/ REVEAL PATTERN ALUMINUM STOREFRONT PREFINISHED METAL COPING ALUMINUM CURTAIN WALL LINEAR WOOD SOFFIT PREFINISHED METAL COPING ALUMINUM LOUVER SYSTEM FOUR-FOLD DOOR SYSTEM INSULATED PRECAST PANELS W/ REVEAL PATTERN INSULATED METAL PANELS BEYOND 90'-0"116'-8"80'-0"140'-0"6'-8" METAL PANEL EQUIPMENT SCREEN ENCLOSURE METAL PANEL EQUIPMENT SCREEN ENCLOSURE 433'-4" LEVEL 1 0" UPPER PRECAST 27'-0" LINEAR WOOD SOFFIT PREFINISHED METAL COPING ALUMINUM LOUVER SYSTEM OVERHEAD DOOR INSULATED PRECAST PANELS W/ REVEAL PATTERN ALUMINUM CURTAIN WALL BEYONDLINEAR WOOD SOFFIT PREFINISHED METAL COPING ALUMINUM LOUVER SYSTEM ALUMINUM CURTAIN WALL INSULATED METAL PANELS BEYOND 433'-4" 6'-8"140'-0"80'-0"116'-8"90'-0" METAL PANEL EQUIPMENT SCREEN ENCLOSURE STEEL ENTRY CANOPYMETAL PANEL GENERATOR SCREEN METAL PANEL EQUIPMENT SCREEN ENCLOSURE LEVEL 1 0" LINEAR WOOD SOFFIT PREFINISHED METAL COPING ALUMINUM LOUVER SYSTEM ALUMINUM STOREFRONT BEYOND OVERHEAD DOOR HOLLOW METAL DOOR AND FRAME INSULATED PRECAST PANELS W/ REVEAL PATTERN PREFINISHED METAL COPING ALUMINUM CURTAIN WALL HOLLOW METAL DOOR AND FRAME PREFINISHED METAL LOUVER 13'-4"213'-4"90'-0"119'-8"4" 436'-8" 27'-0" UPPER PRECAST METAL PANEL GENERATOR SCREEN LEVEL 1 0" UPPER PRECAST 27'-0" PREFINISHED METAL COPING INSULATED PRECAST PANELS W/ REVEAL PATTERN ALUMINUM CURTAIN WALL INSULATED PRECAST PANELS W/ REVEAL PATTERN ALUMINUM STOREFRONT PREFINISHED METAL COPING ALUMINUM CURTAIN WALL OVERHEAD DOOR HOLLOW METAL DOOR AND FRAME 436'-8" 210'-0"103'-4"110'-0"13'-4" STEEL ENTRY CANOPY nL 30'-0" 13 ' - 4 " B2 A051 A052 J11 A052J22 A052 J2 3'-4" 6"10'-8"1'-0"10'-8"6" 3'-4" 8" PRECAST CONCRETE WALL PANEL PIPE BOLLARD CUSTOM METAL GATE WITH CANE BOLT A051H2 A051 M10 A051 J10 B2 A052 LEVEL 1 0" 8' - 0 " 13'-4" 8" PRECAST CONCRETE WALL PANEL PREFINISHED METAL COPING CUSTOM METAL GATE WITH CANE BOLT SLOPE GRADE PER CIVIL *CONCRETE FOOTING -SEE STRUCTURAL 8' - 0 " LEVEL 1 0" PREFINISHED METAL COPING 8" PRECAST CONCRETE WALL PANEL LEVEL 1 0" CUSTOM METAL GATE WITH CANE BOLT LEVEL 1 0" 8" PRECAST CONCRETE WALL PANEL PREFINISHED METAL COPING 10'-0" 10 ' - 0 " 3' - 4 " 6' - 8 " PUBLIC SAFETY Waukee CONCRETE BASE LEVEL 1 0" UPPER PRECAST 27'-0" LINEAR WOOD SOFFIT PREFINISHED METAL COPING ALUMINUM LOUVER SYSTEM ALUMINUM CURTAIN WALL INSULATED PRECAST PANELS W/ REVEAL PATTERN ALUMINUM STOREFRONT PREFINISHED METAL COPING ALUMINUM CURTAIN WALL LINEAR WOOD SOFFIT PREFINISHED METAL COPING ALUMINUM LOUVER SYSTEM FOUR-FOLD DOOR SYSTEM INSULATED PRECAST PANELS W/ REVEAL PATTERN INSULATED METAL PANELS BEYOND 90'-0"116'-8"80'-0"140'-0"6'-8" METAL PANEL EQUIPMENT SCREEN ENCLOSURE METAL PANEL EQUIPMENT SCREEN ENCLOSURE 433'-4" LEVEL 1 0" UPPER PRECAST 27'-0" LINEAR WOOD SOFFIT PREFINISHED METAL COPING ALUMINUM LOUVER SYSTEM OVERHEAD DOOR INSULATED PRECAST PANELS W/ REVEAL PATTERN ALUMINUM CURTAIN WALL BEYONDLINEAR WOOD SOFFIT PREFINISHED METAL COPING ALUMINUM LOUVER SYSTEM ALUMINUM CURTAIN WALL INSULATED METAL PANELS BEYOND 433'-4" 6'-8"140'-0"80'-0"116'-8"90'-0" METAL PANEL EQUIPMENT SCREEN ENCLOSURE STEEL ENTRY CANOPYMETAL PANEL GENERATOR SCREEN METAL PANEL EQUIPMENT SCREEN ENCLOSURE LEVEL 1 0" LINEAR WOOD SOFFIT PREFINISHED METAL COPING ALUMINUM LOUVER SYSTEM ALUMINUM STOREFRONT BEYOND OVERHEAD DOOR HOLLOW METAL DOOR AND FRAME INSULATED PRECAST PANELS W/ REVEAL PATTERN PREFINISHED METAL COPING ALUMINUM CURTAIN WALL HOLLOW METAL DOOR AND FRAME PREFINISHED METAL LOUVER 13'-4"213'-4"90'-0"119'-8"4" 436'-8" 27'-0" UPPER PRECAST METAL PANEL GENERATOR SCREEN LEVEL 1 0" UPPER PRECAST 27'-0" PREFINISHED METAL COPING INSULATED PRECAST PANELS W/ REVEAL PATTERN ALUMINUM CURTAIN WALL INSULATED PRECAST PANELS W/ REVEAL PATTERN ALUMINUM STOREFRONT PREFINISHED METAL COPING ALUMINUM CURTAIN WALL OVERHEAD DOOR HOLLOW METAL DOOR AND FRAME 436'-8" 210'-0"103'-4"110'-0"13'-4" STEEL ENTRY CANOPY nL 30'-0" 13 ' - 4 " B2 A051 A052 J11 A052J22 A052 J2 3'-4" 6"10'-8"1'-0"10'-8"6" 3'-4" 8" PRECAST CONCRETE WALL PANEL PIPE BOLLARD CUSTOM METAL GATE WITH CANE BOLT A051H2 A051 M10 A051 J10 B2 A052 LEVEL 1 0" 8' - 0 " 13'-4" 8" PRECAST CONCRETE WALL PANEL PREFINISHED METAL COPING CUSTOM METAL GATE WITH CANE BOLT SLOPE GRADE PER CIVIL *CONCRETE FOOTING -SEE STRUCTURAL 8' - 0 " LEVEL 1 0" PREFINISHED METAL COPING 8" PRECAST CONCRETE WALL PANEL LEVEL 1 0" CUSTOM METAL GATE WITH CANE BOLT LEVEL 1 0" 8" PRECAST CONCRETE WALL PANEL PREFINISHED METAL COPING 10'-0" 10 ' - 0 " 3' - 4 " 6' - 8 " PUBLIC SAFETY Waukee CONCRETE BASE