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HomeMy WebLinkAbout2026-04-06 I09A-D Landing at Kettlestone Plat 2, Waukee CSD_Preliminary Plat, CDs, Final Plat, Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: April 6, 2026 AGENDA ITEM: Consideration of approval of resolution approving a preliminary plat, construction drawings and final plat for Landing at Kettlestone Plat 2 and a site plan for Waukee CSD – District Office Addition & Renovation FORMAT: Resolutions SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a preliminary plat, construction drawings, final plat, and site plan for a commercial/office development. The property is located south of SE University Avenue and west of Grand Prairie Parkway, containing 20-acres. The property is zoned C-1, Community and Highway Service Commercial District. The project includes the construction of a two-story addition to the existing Waukee Community School District Administration Building. The footprint of the addition is just over 28,000 square feet. The building addition is proposed to be 30-feet in height. The existing building is a single-story building and about 25,000 square feet. The total building square footage with the existing building and the addition is proposed to be just over 53,000 square feet. The site plan includes a new parking lot, a new trash enclosure located to the south of the building, shade structures, a generator, walking trails, and new parking lot paving for the existing parking lot. A new driveway, located to the south of the building, will provide access between the two parking areas. Several new sidewalks will be provided surrounding the building and parking areas to provide pedestrian access throughout the site. The preliminary plat and final plat show one lot. This lot will contain both the existing building and the proposed addition. Lot 1 is 11.49-acres in area. The plat also shows one outlot for future commercial development. Outlot X is 7.76-acres in area. The public improvements associated with the plat include an extension of SE Parkview Crossing Drive and extensions of public utilities. The existing access off of SE Florence Drive along the west side of the site will remain. A new access will be provided at the east side of the site, off of SE Parkview Crossing Drive. A total of 160 parking spaces are required for the overall site, they are providing 274 spaces, including 10 accessible stalls. A public sidewalk exists along the south side of SE University Avenue. A new sidewalk and trail will be provided to connect to the existing sidewalk. A 10- foot wide trail will be provided along the east side of SE Parkview Crossing Drive and a five-foot-wide sidewalk will be provided along the west side of SE Parkview Crossing Drive. Several pedestrian connections will be provided into the site from the surrounding public sidewalks and trails. Private I9A-D sidewalks will be provided interior to the site to provide pedestrian access throughout the site. Public utilities are provided to the site. Storm water detention will be provided with the existing regional pond located along the south side of the site. The pond will be privately owned and maintained by the Waukee Community School District. A minimum of 20% of the site is required to be open space, they are providing 64%. They are providing the required amount of plantings. The building elevations of the proposed addition will be constructed of brick, cast stone, glazing and perforated panel. The existing building will also include some of the perforated panel as well. The trash enclosure is proposed to be constructed of brick to match the building. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed the site plan request at their meeting on March 24, 2026, and recommended approval: Approval of a Preliminary Plat, Final Plat and Site Plan, Landing at Kettlestone Plat 2 (560 SE University Avenue) Melissa DeBoer, Planning Coordinator, introduced the request for approval of a preliminary plat, final plat and site plan for a commercial/office development, as requested by the Waukee Community School District, represented by Joel Jackson of Bishop Engineering. The subject property is located south of SE University Avenue and west of Grand Prairie Parkway, containing approximately 20 acres. The property currently contains the existing Waukee Community School District Administration Building and a regional storm water detention pond. A large portion of the property is vacant land. A rezoning from C-1A (Neighborhood Commercial District) to C-1 (Community and Highway Service Commercial District) for a portion of the property was approved by City Council on February 17, 2026. The entire property is now zoned C-1. The project includes the construction of a two-story addition to the existing Waukee Community School District Administration Building. The footprint of the addition is proposed to be 28,230 square feet and 30- feet in height. The existing building is a single-story building and approximately 25,000 square feet in area. The total building gross floor area is proposed to be just over 53,000 square feet. The site plan includes a new parking lot located to the north and east of the proposed building addition. A trash enclosure will be provided just to the south of the building (centrally located between the existing building and the addition). Other additions to the site include a couple shade structures located to the south of the proposed addition, a generator, walking trails, and new parking lot paving for the existing building. A new driveway located to the south of the building will connect the two areas of parking. Several new sidewalks will be provided surrounding the building and parking areas to provide pedestrian access throughout the site. The preliminary plat and final plat identify one lot for commercial development which will contain both the existing building and proposed addition. Lot 1 is 11.49-acres in area. The preliminary plat and final plat also include one outlot for future commercial development. Outlot X is 7.76-acres in area. The preliminary plat and final plat also include an extension of SE Parkview Crossing Drive (a public street) and extensions of public utilities. The street lot for SE Parkview Crossing Drive (Street Lot A) is 0.84-acres in area. The final plat also includes necessary easements to provide public utilities to the development. The existing access at the west side of the site, from SE Florence Drive will remain. A new access will be provided at the east side of the site, from SE Parkview Crossing Drive. The new intersection of SE Parkview Crossing Drive at SE University Avenue will be a right-in/right-out. The existing intersection of SE Florence Drive and SE University Avenue will remain as a full, signaled intersection. A total of 160 parking spaces are required for the site and a total of 274 spaces are provided, including 10 accessible parking stalls. A public sidewalk exists along the south side of SE University Avenue, adjacent to the existing building. A new sidewalk and trail will be provided along the south side of SE University Avenue, adjacent to the proposed building addition. A 10-ft wide trail will be provided along the east side of SE Parkview Crossing Drive, and a five-foot-wide sidewalk will be provided along the west side of SE Parkview Crossing Drive. Pedestrian connections will be provided into the site from the public sidewalks along both the north and east sides of the site. Private sidewalks are shown interior to the site to provide pedestrian access around the building and parking areas. Walking trails will be provided along the south side of the site. Public utilities are provided to the site. Storm water detention will be provided with the existing regional pond located along the south side of the site. The pond will be privately owned and maintained by the Waukee Community School District. A minimum of 20% of the site is required to be open space. The total amount of open space proposed is 64%. Plantings are being provided throughout the site in compliance with the Landscape & Open Space Ordinance. The elevations of the building addition are proposed to be constructed of brick, cast stone, glazing and perforated panel. The existing building elevations will include some of the perforated panels as well. The trash enclosure is proposed to be constructed of brick to match the building. Elevations of the proposed building addition and trash enclosure have been provided for review. A photometric plan for the site lighting has been submitted and complies with the requirements of the Site Plan Ordinance. All proposed easements have been indicated on the final plat. There are no parkland dedication requirements for commercial development. The subject property is within the Kettlestone Corridor and was included within the 2015 master plan for the corridor. The land uses shown within the Kettlestone Master Plan for the subject property are Office. The existing and proposed use is consistent with the Kettlestone Master Plan. The proposed preliminary plat, final plat and site plan are in general conformance with the Zoning Ordinance, Subdivision Ordinance, Site Plan Ordinance, and Kettlestone Master Plan. Staff recommends approval subject to any remaining staff comments and review of the legal documents. Discussion as follows: • General discussion of walking path location • Confirmation by city staff that Outlot A is zoned for future commercial, with nothing planned at this time Motion by Commissioner Tuel for Approval of a Preliminary Plat for Landing at Kettlestone Plat 2, seconded by Commissioner Broderick. Ayes: Broderick, Streit, Beenken, Lohse, Tuel and Bannister. Nays: None. Motion carried. Motion by Commissioner Lohse for Approval of a Final Plat for Landing at Kettlestone Plat 2, seconded by Commissioner Bannister. Ayes: Broderick, Streit, Beenken, Lohse, Tuel and Bannister. Nays: None. Motion carried. Motion by Commissioner Broderick for Approval of a Site Plan for Waukee CSD – District Office Addition & Renovation (560 SE University Avenue), seconded by Commissioner Streit. Ayes: Broderick, Streit, Beenken, Lohse, Tuel and Bannister. Nays: None. Motion carried. 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 2026- APPROVING THE PRELIMINARY PLAT FOR LANDING AT KETTLESTONE PLAT 2 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 Landing at Kettlestone Plat 2 on March 24, 2026; AND, WHEREAS, the Preliminary Plat for Landing at Kettlestone Plat 2 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 6th day of March, 2026, that the Preliminary Plat for Landing at Kettlestone Plat 2 be approved. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Kala Anderson Chris Crone Rob Grove Lori Lyon Anna Bergman Pierce THE CITY OF WAUKEE, IOWA RESOLUTION 2026- APPROVING THE CONSTRUCTION DRAWINGS FOR LANDING AT KETTLESTONE PLAT 2 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, construction drawings have been submitted to the City for Landing at Kettlestone Plat 2; AND, WHEREAS, the construction drawings have been reviewed by the City Engineer and City staff, and are found to be in general conformance with section §177 – Subdivision Regulations – Design Standards of the Waukee Municipal Code; AND, NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on this 6th day of April, 2026, that the Construction Drawings for Landing at Kettlestone Plat 2 be approved subject to remaining comments. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Kala Anderson Chris Crone Rob Grove Lori Lyon Anna Bergman Pierce THE CITY OF WAUKEE, IOWA RESOLUTION 2026- APPROVING THE FINAL PLAT FOR LANDING AT KETTLESTONE PLAT 2 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, WAUKEE COMMUNITY SCHOOL DISTRICT, has requested final plat approval of Landing at Kettlestone Plat 2 (the “Plat”); AND, WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of the Plat on March 24, 2026, subject to remaining staff comments and review of the legal documents; AND, WHEREAS, the Final Plat for Landing at Kettlestone Plat 2 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 6th day of April, 2026, that the Final Plat for Landing at Kettlestone Plat 2 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 (Lot A); 2. Public Sanitary Sewer Easement; 3. Public Storm Sewer Easement; 4. Public Utility Easement; 5. Public Water Main Easement; and 6. Landscape Buffer Easement ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Kala Anderson Chris Crone Rob Grove Lori Lyon Anna Bergman Pierce THE CITY OF WAUKEE, IOWA RESOLUTION 2026- APPROVING THE SITE PLAN FOR WAUKEE CSD – DISTRICT OFFICE ADDITION & RENOVATION (560 SE UNIVERSITY AVE) 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 CSD – District Office Addition & Renovation, subject to remaining staff comments on March 24, 2026; AND, WHEREAS, the Site Plan for Waukee CSD – District Office Addition & Renovation is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Waukee CSD – District Office Addition & Renovation 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 6th day of April, 2026, that the Site Plan for Waukee CSD – District Office Addition & Renovation is approved. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Kala Anderson Chris Crone Rob Grove Lori Lyon Anna Bergman Pierce PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: Landing at Kettlestone Plat 2 – Preliminary Plat and Final Plat / Waukee CSD – District Office Addition & Renovation – Site Plan PREPARED BY: Melissa DeBoer, AICP – Planning Coordinator REPORT DATE: March 18, 2026 MEETING DATE: March 24, 2026 GENERAL INFORMATION Owner/Applicant: Waukee Community School District Owner’s Representative: Joel Jackson, P.E. with Bishop Engineering Request: The applicant is requesting approval of a preliminary plat, final plat and site plan for a commercial/office development. Location and Size: Property is located south of SE University Avenue and west of Grand Prairie Parkway, containing approximately 20-acres. AREA MAP ABOVE: Aerial of subject property (outlined in BLUE) in relation to the surrounding area. March 18, 2026 2 of 4 LAND USES AND ZONING Location Existing Land Use Kettlestone Master Plan / Comprehensive Plan Current Zoning Property in Question Waukee Community School District Administration Building & Vacant – Undeveloped Office C-1 (Community and Highway Service Commercial District) North Waukee Community School District Schools (Waukee High School and Prairieview School) Institutional A-1 (Agricultural District) South Single-Family Residential / Multi-Family Residential Rowhouse Residential / High Density Residential R-2 (One and Two-Family Residential District) with a Planned Development Overlay / R-4 (Row Dwelling & Townhome Dwelling District) East Vacant – Undeveloped Retail Regional C-1 (Community and Highway Service Commercial District) West Commercial Neighborhood Commercial C-1 (Community and Highway Service Commercial District) BACKGROUND The subject property is located south of SE University Avenue and west of Grand Prairie Parkway. The property currently contains the existing Waukee Community School District Administration Building and a regional storm water detention pond. A large portion of the property is vacant land. A rezoning from C-1A (Neighborhood Commercial District) to C-1 (Community and Highway Service Commercial District) for a portion of the property was approved by City Council on February 17, 2026. The entire property is now zoned C-1. PROJECT DESCRIPTION The project includes the construction of a two-story addition to the existing Waukee Community School District Administration Building. The footprint of the addition is proposed to be 28,230 square feet and 30- feet in height. The existing building is a single-story building and approximately 25,000 square feet in area. The total building gross floor area is proposed to be just over 53,000 square feet. The site plan includes a new parking lot located to the north and east of the proposed building addition. A trash enclosure will be provided just to the south of the building (centrally located between the existing building and the addition). Other additions to the site include a couple shade structures located to the south of the proposed addition, a generator, walking trails, and new parking lot paving for the existing building. A new driveway located to the south of the building will connect the two areas of parking. Several new sidewalks will be provided surrounding the building and parking areas to provide pedestrian access throughout the site. The preliminary plat and final plat identify one lot for commercial development which will contain both the existing building and proposed addition. Lot 1 is 11.49-acres in area. The preliminary plat and final plat also include one outlot for future commercial development. Outlot X is 7.76-acres in area. The preliminary plat and final plat also include an extension of SE Parkview Crossing Drive (a public street) and extensions of public March 18, 2026 3 of 4 utilities. The street lot for SE Parkview Crossing Drive (Street Lot A) is 0.84-acres in area. The final plat also includes necessary easements in order to provide public utilities to the development. ACCESS AND PARKING The existing access at the west side of the site, off of SE Florence Drive will remain. A new access will be provided at the east side of the site, off of SE Parkview Crossing Drive. The new intersection of SE Parkview Crossing Drive at SE University Avenue will be a right-in/right-out. The existing intersection of SE Florence Drive and SE University Avenue will remain as a full, signaled intersection. A total of 160 parking spaces are required for the site and a total of 274 spaces are provided, including 10 accessible parking stalls. SIDEWALKS/TRAILS A public sidewalk exists along the south side of SE University Avenue, adjacent to the existing building. A new sidewalk and trail will be provided along the south side of SE University Avenue, adjacent to the proposed building addition. A 10-ft wide trail will be provided along the east side of SE Parkview Crossing Drive and a five-foot-wide sidewalk will be provided along the west side of SE Parkview Crossing Drive. Pedestrian connections will be provided into the site from the public sidewalks along both the north and east sides of the site. Private sidewalks are shown interior to the site in order to provide pedestrian access around the building and parking areas. Walking trails will be provided along the south side of the site. UTILITIES Public utilities are provided to the site. Storm water detention will be provided with the existing regional pond located along the south side of the site. The pond will be privately owned and maintained by the Waukee Community School District. LANDSCAPING & OPEN SPACE A minimum of 20% of the site is required to be open space. The total amount of open space proposed is 64%. Plantings are being provided throughout the site in compliance with the Landscape & Open Space Ordinance. ELEVATIONS The elevations of the building addition are proposed to be constructed of brick, cast stone, glazing and perforated panel. The existing building elevations will include some of the perforated panel as well. The trash enclosure is proposed to be constructed of brick to match the building. Elevations of the proposed building addition and trash enclosure have been provided for review. LIGHTING PLAN A photometric plan for the site lighting has been submitted and complies with the requirements of the Site Plan Ordinance. Several parking lot light fixtures are proposed as well as wall-mounted lighting on the building and a couple pedestrian fixtures for the walking trails. EASEMENTS All proposed easements have been indicated on the final plat. PARKLAND DEDICATION There are no parkland dedication requirements for commercial development. March 18, 2026 4 of 4 COMPREHENSIVE PLAN The subject property is within the Kettlestone Corridor and was included within the 2015 master plan for the corridor. The land uses shown within the Kettlestone Master Plan for the subject property are Office. The existing and proposed use is consistent with the Kettlestone Master Plan. STAFF RECOMMENDATION The proposed preliminary plat, final plat and site plan are in general conformance with the Zoning Ordinance, Subdivision Ordinance, Site Plan Ordinance, and Kettlestone Master Plan. Staff recommends approval subject to any remaining staff comments and review of the legal documents. SITE L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 5 2 4 - 2 W A U K E E A D M I N P L A T \ D W G \ P R E P L A T . D W G 3/ 2 3 / 2 0 2 6 9 : 5 5 : 2 9 A M LANDING AT KETTLESTONE PLAT 2 PRELIMINARY PLAT IOWAONE CALL 1-800-292-8989 www.iowaonecall.com 811 Know what's below. Call before you dig. OWNER/PREPARED FOR: WAUKEE COMMUNITY SCHOOL DISTRICT 1000 6TH STREET WAUKEE, IA 50263 PREPARED BY: BISHOP ENGINEERING 3501 104TH ST URBANDALE, IA 50322 ENGINEER: JOEL JACKSON SURVEYOR: LARRY HYLER ZONING: EXISTING: C-1A PROPOSED: C-1 BULK REGULATIONS: LOT AREA:NO MINIMUM LOT WIDTH: NO MINIMUM MINIMUM FRONT YARD SETBACK:30 FEET MINIMUM REAR YARD SETBACK:30 FEET MINIMUM SIDE YARD SETBACK: NO MINIMUM, EXCEPT WHEN ADJACENT TO ANY R DISTRICT, THEN MINIMUM SHALL BE 30 FEET MAXIMUM HEIGHT:NO MINIMUM EXCEPT WHEN ADJACENT TO AN R-1, R-2 OR R-4 DISTRICT, THE MAXIMUM SHALL BE 2 STORIES OR 40 FEET 1 STORY OR 14 FEET FOR ACCESSORY BUILDING BENCHMARK: BASIS OF BEARING OBTAINED FROM GPS OBSERVATIONS DATUM = NAD83, IOWA SOUTH BENCHMARK DATUM = NAVD88, GEOID 18 POINT #1, HYDRANT TBM BURY BOLT NORTHING=583336.56 EASTING=1542114.32 ELEVATION=1036.34 DESCRIPTION: NW CORNER OF THE INTERSECTION OF SE UNIVERSITY AVE AND SE PARKVIEW CROSSING DRIVE EXTENSION POINT #2, MAG IN WALK NORTHING=582526.96 EASTING=1541565.60 ELEVATION=1024.02 DESCRIPTION: IN SIDEWALK NEAR SW CORNER OF DETENTION POND VICINITY MAP SCALE: 1' = 500' COPYRIGHT 2025 BISHOP ENGINEERING. THIS DOCUMENT AND THE INFORMATION CONTAINED MAY NOT BE REPRODUCED OR EXCERPTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF BISHOP ENGINEERING. UNAUTHORIZED COPYING OR DISCLOSURE OF CONSTRUCTION USE ARE PROHIBITED BY COPYRIGHT LAW. SHEET INDEX: 1 OF 3 COVER SHEET 2 OF 3 LAYOUT PLAN 3 OF 3 GRADING & UTILITY PLAN GENERAL NOTES: 1.SEE PAVEMENT CROSS SECTION DETAIL FOR PAVEMENT THICKNESS REQUIREMENTS. 2.PAVEMENT THICKNESS AND CROSS SECTION DESIGN IS DICTATED BY CITY REQUIREMENTS. 3.ALL SIDE YARD SETBACKS ARE INTENDED TO BE USED TO CONVEY STORM WATER FROM THE SUBJECT LOT AND ANY ADJACENT LOTS. 4.ALL EASEMENTS ARE PUBLIC UNLESS NOTED OTHERWISE. 5.STREET LOT A SHALL BE DEDICATED TO THE CITY AS PUBLIC STREET RIGHT OF WAY. UTILITY NOTE: THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM THE FIELD SURVEY, EXISTING PUBLIC RECORDS, AND PLANS PROVIDED BY OTHERS. SURFACE UTILITY LOCATIONS HAVE BEEN FIELD LOCATED BY BISHOP ENGINEERING, UNLESS OTHERWISE NOTED. ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE LOCATIONS ONLY. BISHOP ENGINEERING DOES NOT GUARANTEE THE UNDERGROUND LOCATION OF ANY UTILITIES SHOWN. IT SHALL BE THE DUTY OF THE CONTRACTOR TO DETERMINE THE LOCATION AND DEPTH OF ANY UNDERGROUND UTILITIES SHOWN AND IF ANY ADDITIONAL UTILITIES, OTHER THAN THOSE SHOWN ON THE PLANS, MAY BE PRESENT. A REQUEST WAS MADE TO IOWA ONE CALL FOR UTILITY PROVIDERS TO VERIFY, LOCATE, AND MARK THEIR UTILITIES IN THE FIELD. ABBREVIATIONS: AC ACRES ASPH ASPHALT BK BOOK CONC CONCRETE D DEEDED DISTANCE EX EXISTING ENCL ENCLOSURE FF FINISHED FLOOR FL FLOW LINE FRAC FRACTIONAL M MEASURED DISTANCE MH MANHOLE OPC ORANGE PLASTIC CAP P PLATTED DISTANCE PG PAGE POB POINT OF BEGINNING POC POINT OF COMMENCEMENT PRA PREVIOUSLY RECORDED AS PUE PUBLIC UTILITY EASEMENT ROW RIGHT OF WAY RPC RED PLASTIC CAP SF SQUARE FEET SAN SANITARY TYP TYPICAL YPC YELLOW PLASTIC CAP N NORTH S SOUTH E EAST W WEST UTILITY MAPS PROVIDED BY: 1. ELECTRIC (MIDAMERICAN / 515-252-6972) 2. STORM AND SANITARY (CITY OF WAUKEE / 515-978-7920) 3. FIBER OPTIC (UPN / 816-425-3556) 4. FIBER (WAUKEE COMMUNITY SCHOOLS / 515-987-5161) 5. GAS (MIDAMERICAN / 515-252-6972) 6. WATER (CITY OF WAUKEE / 515-978-7920) LEGEND: SAN SANITARY SEWER ST STORM SEWER W WATER LINE G GAS LINE U/E UNDERGROUND ELECTRIC O/E OVERHEAD ELECTRIC TELE TELEPHONE LINE F/O FIBER OPTIC CATV CABLE TV STORM MANHOLE CURB INTAKE SURFACE INTAKE FLARED END SECTION SANITARY MANHOLE CLEANOUT FIRE HYDRANT SPRINKLER IRRIGATION CONTROL VALVE WATER MANHOLE WELL WATER VALVE WATER SHUT OFF YARD HYDRANT ELECTRIC MANHOLE ELECTRIC METER ELECTRIC RISER ELECTRIC VAULT POWER POLE TRANSFORMER POLE LIGHT POLE ELECTRIC JUNCTION BOX ELECTRIC PANEL TRANSFORMER GROUND LIGHT GUY WIRE ELECTRIC HANDHOLE GAS METER GAS VALVE AIR CONDITIONING UNIT TELEPHONE RISER TELEPHONE VAULT TELEPHONE MANHOLE TRAFFIC SIGNAL MANHOLE FIBER OPTIC RISER FIBER OPTIC VAULT CABLE TV RISER SIGN 7 DENOTES NUMBER OF PARKING STALLS PROPERTY CORNER - FOUND AS NOTED SECTION CORNER - FOUND AS NOTED ALL SIDE YARD SETBACKS ARE INTENDED TO BE USED TO CONVEY STORM WATER FROM THE SUBJECT LOT AND ANY ADJACENT LOTS D S CO H Y D I CV W WSO YA DR E EM E ELEC EJ EP GM GV A/C T TEL T TS FO F/O TV W WV PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 35 0 1 1 0 4 t h S t r e e t , U r b a n d a l e , I A 5 0 3 2 2 P h : 5 1 5 - 2 7 6 - 0 4 6 7 BI S H O P E N G I N E E R I N G + REFERENCE NUMBER: DRAWN BY: REVISION DATE: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: PR E L I M I N A R Y P L A T LA N D I N G A T K E T T L E S T O N E P L A T 2 WA U K E E , I O W A 230524 DRL 2025-11-11 2025-12-16 2026-02-03 2026-02-20 2026-03-09 2026-03-23 230524-2 PROPERTY DESCRIPTION: (WARRANTY DEED INST# 2024-11310) PARCEL 18-56 IN GOVERNMENT LOT 3 OF SECTION 4, TOWNSHIP 78 NORTH, RANGE 26 WEST OF THE 5TH P.M., AS SHOWN ON PLAT OF SURVEY IN BOOK 2018, PAGE 15814 -IN THE OFFICE OF THE DALLAS COUNTY RECORDER. AND (WARRANTY DEED BOOK 2003 PAGE -19981) LOT 2 IN PARK VIEW CROSSING PLAT 4, AN OFFICIAL PLAT LOCATED IN WAUKEE, DALLAS COUNTY, IOWA. SUBJECT TO AND TOGETHER WITH ANY AND ALL EASEMENTS AND RESTRICTIONS OF RECORD. AREA: 20.08 ACRES PRELIMINARY PRELIMINARY 1 OF 3 COVER SHEET 10 + 0 0 11 + 0 0 12 + 0 0 13 + 0 0 14 + 0 0 15+ 0 0 16+ 0 0 17+ 0 0 18 + 0 0 19 + 0 0 20 + 0 0 21 + 0 0 W8" W8" W8" W8" W8" W8" D 10' P.U.E. 10' P . U . E . 70' ROW S PUBLIC WATER MAIN EASEMENT HY D HY D D 338173 SF 7.76 AC OUTLOT X 36 4 7 1 S F 0. 8 4 A C SE P A R K V I E W C R O S S I N G D R I V E 10 ' P . U . E . 5' SIDEWALK 10' TRAIL TO BE INSTALLED W/ PUBLIC IMPROVEMENTS FUTURE 10' TRAIL TO BE INSTALLED WITH SITE PLAN FUTURE 5' WALK FUTURE 5' SIDEWALK PUBLIC STORM SEWER EASEMENT STORM SEWER EASEMENT TEMP SPAN WIRE TRAFFIC SIGNAL TO BE REPLACE WITH PERMANENT SIGNAL POLE(S) AS PART OF THE PUBLIC IMPROVEMENTS 30' BUILDING SETBACK 30' BUILDING SETBACK 30 ' B U I L D I N G S E T B A C K 30 ' B U I L D I N G S E T B A C K 30' BUILD I N G S E T B A C K 30' BUILDING S E T B A C K 30 ' B U I L D I N G S E T B A C K 30' B U I L D I N G S E T B A C K 30' BUILDING SETBACK 30' BUILDING SETBACK 30 ' B U I L D I N G S E T B A C K HYD ELECTRIC EASEMENT D 10 ' P . U . E . CO CO CO CO 50LF 12' WIDE 5" PCC FLUME ENSURE 1% SLOPE AWAY FROM POND RESHAPE EX CHANNEL AS NECESSARY WV WV WV 550.70'110.00'648.69' R=535.00' Δ=41°55'42" L=391.51' CH=382.83' N20°51'25"W R=940.00' Δ=5°15'42" L=86.32' CH=86.29' N39°11'25"W R=1010.00' Δ=5°15'46" L=92.77' CH=92.74' S39°11'23"E R=465.00' Δ=41°55'42" L=340.28' CH=332.74' S20°51'25"E 43 . 1 4 ' S0 0 ° 0 6 ' 2 5 " W R=20.00' Δ=90°00'48" L=31.42' CH=28.29' N44°53'59"W R=20.00' Δ=89°59'12" L=31.41' CH=28.28' S45°06'01"W 300.49' 43 . 1 1 ' N0 0 ° 0 6 ' 2 5 " E 10 ' P . U . E . 10' P. U . E . 10 ' P . U . E . LOT 1 500,394 SF 11.49 AC (N89°46'43"W, 30.60') (N84°21'33"W, R=375.00' Δ=10°50'20" L=70.94' CH=70.83') (N69°1 9 ' 1 5 " W , R = 4 6 6 . 0 0 ' Δ = 1 9 ° 1 4 ' 1 7 " L=156.4 7 ' C H = 1 5 5 . 7 3 ' ) (N69° 1 9 ' 1 5 " W , R = 4 6 6 . 0 0 ' Δ = 1 9 ° 1 4 ' 1 7 " L=156 . 4 7 ' C H = 1 5 5 . 7 3 ' ) (N80°40'09"E, 1 1 2 . 6 7 ' ) (S71°41 ' 5 7 " W , R = 5 2 9 . 0 0 ' Δ = 1 7 ° 5 6 ' 2 2 " L=165.63 ' C H = 1 6 4 . 9 6 ' ) (N53 ° 2 6 ' 2 6 " E , 9 1 . 0 0 ' ) (N53 ° 2 6 ' 2 6 " E , 7 0 . 0 0 ' ) (N 2 8 ° 2 1 ' 2 8 " W , R = 1 1 0 1 . 0 0 ' Δ = 1 6 ° 2 4 ' 1 2 " L= 3 1 5 . 2 1 ' C H = 3 1 4 . 1 3 ' ) (S85°29'36"W, R=1145.00' Δ=10°37'35" L=212.36' CH=212.05')(N89°11'37"W, 51.76') (S 0 0 ° 3 3 ' 2 0 " W , 6 5 1 . 1 2 ' ) (S89°54'20"E, 1309.32') (N89°41'54"E, 300.49') (S 0 0 ° 1 8 ' 0 6 " E , 1 8 8 . 0 0 ' ) (S89°41'49"W, 156.97') (S75°00'00"W, 36.63') (N 1 5 ° 0 0 ' 0 0 " W , 1 0 6 . 1 8 ' ) (N89°41'54"E, 193.56') (N44°54'16"E, R=25.00' Δ=89°35'14" L=39.09' CH=35.23') (N00°07'32"E, 9.12') (N 0 7 ° 2 6 ' 5 1 " W , R = 4 6 5 . 0 0 ' Δ = 1 5 ° 0 6 ' 3 9 " L= 1 2 2 . 6 4 ' C H = 1 2 2 . 2 8 ' ) (N 1 5 ° 0 0 ' 0 0 " W , 4 3 . 4 5 ' ) (S89°41'55"W, 463.72') (F O R M E R L O T L I N E S 0 0 ° 0 7 ' 2 0 " W , 3 0 0 . 0 1 ' ) (S 0 0 ° 0 7 ' 2 0 " W , 4 0 0 . 0 1 ' ) (S15°00'00"E, 19.65') (N89°41'53"E, 414.83') (N 0 0 ° 0 6 ' 3 9 " E , 2 1 6 . 2 2 ' ) (S45°05'44"E, R=25.00' Δ=90°24'46" L=39.45' CH=35.48') (N 0 7 ° 2 6 ' 4 1 " W , R = 5 3 5 . 0 0 ' Δ = 1 5 ° 0 6 ' 3 9 " L= 1 4 1 . 1 0 ' C H = 1 4 0 . 6 9 ' ) 30 ' L A N D S C A P E BU F F E R E A S E M E N T 20' ELECTRIC EASEMENT FUTURE PEDESTRIAN CROSSING TO BE INSTALLED WITH SITE PLAN S (S 1 1 ° 0 3 ' 3 7 " W , 9 1 . 0 0 ' ) 30' B U I L D I N G S E T B A C K 30' LANDSCAPE BUFFER EASEMENT S 30' SA N I T A R Y SEWE R E A S E M E N T X X X FO TS ELEC F/O ELEC F/O GV EM FOFOFO FOFOFO FO FO TTT F/O T TV D S F/O S FO TF/O EFOT FO F/O T F/OFO E T F/OFOE FO F/O T EF/OT COWV E CO S D WV WV H Y D F/O ICV FF=1034.27 EM TVCO COCO TS D TS D D D D D D S D WV S F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OU/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/EU/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E ST 15"ST 15"ST 15"ST 24"ST 18" ST 8" ST 15" SA N 8" SAN 8" S S D D D SAN 8"SAN 8" S S S ST 12" SAN 8" F/O F/O F/O F/O F/O F/O F/O F/O F/O SAN 8" SAN 8" ST 24 " D ST8" D ST 36 " SAN 8" SAN 8" D ST 18"D D ST24" G 2" G2" G 2" G 2" G 2" G 2" G 2"G 2" G D F/O F/O F/O G 2" EX 4' CHAIN LINK FENCE EX 4' CHAIN LINK FENCE EX 4' CHAIN LINK FENCE F/O ST 30"ST 30" W12"W12"W12" W12"W12"W12"W12"W12"W12"W12"W12"W12"W12" W8"W8" W8" W8" W W W W W W8" W8" W8" W8" W8" W8" W8" W8" G2" G2" G2" G2" G 2" G 2" G2" G2" F/O F/ O F/ O F/ O F/ O F/ O F/O F/ O F/ O F/ O 1345 SE FLORENCE DRIVE WAUKEE, IA 50263 EX BUILDING 1335 SE FLORENCE DRIVE EX BUILDING 560 SE UNIVERSITY AVE LOT 59 OWNER: EMERALD POINTE CONDOS ZONED: R-4 LOT 95 OWNER: CLARIFIED MANAGEMENT LLC ZONED: R-2 LOT 96 OWNER: BRIAN WORTHINGTON ZONED: R-2 LOT 97 OWNER: CLARIFIED MANAGEMENT LLC ZONED: R-2 LOT 98 OWNER: AMARANTH NIDAMANURI ZONED: R-2 LOT 99 OWNER: SHANE MCCARTY ZONED: R-2 LOT 100 OWNER: NIRANJAN SANAGARI ZONED: R-2 LOT 101 OWNER: STEPHANIE GIFFORD ZONED: R-2 LOT 102 OWNER: CLARIFIED MANAGEMENT LLC ZONED: R-2 LOT 103 OWNER: MUMAIR HATIMI ZONED: R-2 LOT 104 OWNER: DILIP JAYAVANT ZONED: R-2 LOT 105 OWNER: SHAWNA OPHEIM ZONED: R-2 LOT 106 OWNER: RANDALL WOODBECK ZONED: R-2 LOT 107 OWNER: GABRIEL ASTUDILLO ZONED: R-2 LOT 1 OWNER: CHAD & HANNA COOK ZONED: R-2 EX WET POND 100-YR ELEV=1025.38 PER PREVIOUS REPORT BISHOP PN 180168 EX CONCRETE EX CONCRETE SE UNIVERSITY AVE R.O.W. VARIES (PUBLIC STREET-CONCRETE SURFACE) SE DRUMLIN DR I V E 60' R.O.W. (PUBL I C S T R E E T - C O N C R E T E S U R F A C E ) ST 18"DD SE B O O T H A V E 70' R . O . W . ( P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) EX OLD GRAIN SILO FOUNDATIONS (TYP) GROVE OF TREE STUMPS H Y D SS SE P A R K V I E W C R O S S I N G D R I V E 70' R . O . W . ( P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) SAN 24"SAN 24"SAN 24" SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24" SAN 12" EX DETECTABLE WARNING (TYP) LOT 2 OWNER: TRAN CHAU ZONED: R-2 LOT 3 OWNER: GERIES TADROS ZONED: R-2 LOT 4 OWNER: CONNER CARPENTER & ERIN STENDER ZONED: R-2 LOT 5 OWNER: KYLE KANASKIE ZONED: R-2 LOT 6 OWNER: MARY WALLACE TRUST ZONED: R-2 LOT 7 OWNER: SHAWN & DIEDRE JENKINS ZONED: R-2 LOT 8 OWNER: STEPHANIE ROBERTS ZONED: R-2 LOT 9 OWNER: CHRISTINA FRENCH ZONED: R-2 LOT 10 OWNER: KENYON HILL RIDGE LLC ZONED: R-2 LOT 11 OWNER: SHEENA & SHARMIL DESAI ZONED: R-2 PA R C E L 2 3 - 8 6 OW N E R : L I N D A M H A C K M A N F A M I L Y T R U S T ZO N E D : C - 1 ( C O M M U N I T Y A N D H I G H W A Y S E R V I C E C O M M E R C I A L DI S T R I C T ) EX DETENTION EASEMENT BOOK 2020 PAGE 29359 EX 10' P.U . E . BOOK 200 2 P A G E 1 5 7 9 2 EX 1 0 ' P . U . E . BO O K 2 0 0 2 P A G E 1 5 7 9 2 15 15 40 8 3433 EX CONCRETE EX SIDEWALK U/E U/E U/E U/E U/E U/E U/E U/E G 4"G 4"G 4" G4"G 4"G 4"G 4"G 4"G 4"F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O GV EX STORM SEWER AND DRAINAGE EASEMENT INST#2024-10949 EX ELECTRIC EASEMENT BOOK 2019 PAGE 17922 EX STORM SEWER AND DRAINAGE EASEMENT INST # 2024-10950 EX STORM SEWER AND DRAINAGE EASEMENT INST # 2024-10950 EX 50' STORM SEWER & SURFACE FLOWAGE EASEMENT BOOK 1999 PAGE 6512 LOT 1 OWNER: CIO PROPERTIES, LLC ZONED: C SE F L O R E N C E D R I V E 70 ' R . O . W . ( P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) EX 1 0 ' P . U . E . BO O K 2 0 0 2 P A G E 1 5 7 9 2 GMYADR TS TSFO TS G GU/E U/EU/E U/E F/O F/O F/O F/O F/OF/O F/O F/OF/O F/O F/O FF = 1 0 3 4 . 3 0 CO ICV FF = 1 0 3 4 . 2 6 FF = 1 0 3 4 . 3 2 FF=1034.28 FF=1034.28 FF=1034.25 FF=1034.31 SS D D D TS TS EM D CO WSOWV WV ICV E F/O FO ICV WV H Y D ICV F/O F/O ICV ICV TV EM E ICV ICV F/O TS F/O F/O F/O F/O F/O F/O F/O U/E U/E U/E U/E U/E U/E U/E U/E U/EF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O EX 'WAUKEE SCHOOLS' SIGN EX 'W' STATUE ST 12" SA N 8" SAN 8" W EX DIRECTIONAL SIGNAGEEX DIRECTIONAL SIGNAGE EX BIKERACK EX FLAGPOLE (TYP) W W O/E O/E O/E EX BENCH EX BENCH ST 24"ST 24" U/E U/E U/E U/E U/ E U/E U/E G 2" G 2" EX SAN SEWER EASEMENT BOOK 2002 PAGE 15792 EX 10' P.U.E. BOOK 2002 PAGE 15792 EX BUILDING 550 SE UNIVERSITY AVE GRAPHIC SCALE 060 30 60 120 L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 5 2 4 - 2 W A U K E E A D M I N P L A T \ D W G \ P R E P L A T . D W G 3/ 2 3 / 2 0 2 6 9 : 5 5 : 3 2 A M PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 35 0 1 1 0 4 t h S t r e e t , U r b a n d a l e , I A 5 0 3 2 2 P h : 5 1 5 - 2 7 6 - 0 4 6 7 BI S H O P E N G I N E E R I N G + REFERENCE NUMBER: DRAWN BY: REVISION DATE: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: PR E L I M I N A R Y P L A T LA N D I N G A T K E T T L E S T O N E P L A T 2 WA U K E E , I O W A 230524 DRL 2025-11-11 2025-12-16 2026-02-03 2026-02-20 2026-03-09 2026-03-23 230524-2 2 OF 3 LAYOUT PLAN LANDSCAPE BUFFER NOTES: 1.LANDSCAPE BUFFER PLANTING REQUIREMENTS TO BE PROVIDED OUTSIDE THE BUFFER AREA. 10 + 0 0 11 + 0 0 12 + 0 0 13 + 0 0 14 + 0 0 15+ 0 0 16+ 0 0 17+ 0 0 18 + 0 0 19 + 0 0 20 + 0 0 21 + 0 0 W8" W8" W8" W8" W8" W8" D S HY D HYD D 338173 SF 7.76 AC OUTLOT X 36 4 7 1 S F 0. 8 4 A C SE P A R K V I E W C R O S S I N G D R I V E HY D D LOT 1 500,394 SF 11.49 AC (N89°41'54"E, 193.56') (N44°54'16"E, R=25.00' Δ=89°35'14" L=39.09' CH=35.23') (N00°07'32"E, 9.12') (N 0 7 ° 2 6 ' 5 1 " W , R = 4 6 5 . 0 0 ' Δ = 1 5 ° 0 6 ' 3 9 " L= 1 2 2 . 6 4 ' C H = 1 2 2 . 2 8 ' ) (N 1 5 ° 0 0 ' 0 0 " W , 4 3 . 4 5 ' ) (F O R M E R L O T L I N E S 0 0 ° 0 7 ' 2 0 " W , 3 0 0 . 0 1 ' ) (S 0 0 ° 0 7 ' 2 0 " W , 4 0 0 . 0 1 ' ) (S15°00'00"E, 19.65') (N89°41'53"E, 414.83') (N 0 0 ° 0 6 ' 3 9 " E , 2 1 6 . 2 2 ' ) (S45°05'44"E, R=25.00' Δ=90°24'46" L=39.45' CH=35.48') (N 0 7 ° 2 6 ' 4 1 " W , R = 5 3 5 . 0 0 ' Δ = 1 5 ° 0 6 ' 3 9 " L= 1 4 1 . 1 0 ' C H = 1 4 0 . 6 9 ' ) S S X X X EX INTAKE RIM=1032.61 FL(N 18" RCP)=1029.51 FO TS ELEC F/O ELEC F/O GV EX 30" RCP FES FL=1027.70 EM FOFOFO FOFOFO FO FO TTT F/O T TV D S EX SAN MH RIM=1025.56 INV(E 8"PVC)= 1011.70 INV(SW 8"PVC)=1011.66 F/O EX INTAKE RIM=1023.37 FL(N 12"CPP)=1018.83 FL(E 12"CPP)=1018.83 FL(S 12"CPP)=1018.82 EX INTAKE T/C=1023.07 RIM=1022.42 FL(N 12"CPP)=1018.82 FL(E 8"CPP)=1018.30 FL(S 15"RCP)=1018.17 EX INTAKE T/C=1023.00 RIM=1022.39 FL(N 15"RCP)=1017.67 FL(W 15"RCP)=1017.44 S EX SAN MH RIM=1023.70 INV(NE 8"PVC)=1011.37 INV(W 8"PVC)=1010.37 FO TF/O EFOT FO F/O T F/OFO E T F/OFOE FO F/O T EF/OT COWV E CO S EX SAN MH RIM=1032.92 FL(S 8"PVC)=1018.52 FL(N 8"PVC)=1018.50 FL(W 8"PVC)=1018.37 D EX STORM MH RIM=1032.18 FL(N 8" NYLO)=1027.38 FL(S 12" RCP)=1027.36 FL(W 12" RCP)=1027.32 WV WV H Y D TBM: BURY BOLT ELEV=1034.88 F/O ICV FF=1034.27 EM TVCO COCO TS D EX STORM MH RIM=1035.88 FL(S 18" RCP)=1029.50 FL(W 18" RCP)=1029.48 TS EX INTAKE T/C=1034.66 RIM=1033.99 FL(N 15" RCP)=1029.49 D EX STORM MH RIM=1034.70 FL(E 15" RCP)=1029.38 D EX STORM MH RIM=1033.61 FL(W 15" RCP)=1028.60 FL(E 24" RCP)=1028.49 EX INTAKE T/C=1033.15 RIM=1032.46 EX INTAKE T/C=1033.20 RIM=1032.46 D EX STORM MH RIM=1033.89 FL(W 24" RCP)=1028.19 FL(E 30" RCP)=1028.11 EX INTAKE T/C=1033.81 RIM=1033.12 FL(N 24" RCP)=1028.12 EX INTAKE T/C=1033.83 RIM=1033.06 D EX STORM MH RIM=1034.44 FL(W 30" RCP)=1027.82 FL(S 30" RCP)=1027.69 FULL OF WATER D EX STORM MH RIM=1035.32 FL(E 30" RCP)=1029.80 FL(W 30" RCP)=1029.70 EX INTAKE T/C=1035.25 RIM=1034.41 FL(N 15" RCP)=1029.71 EX INTAKE T/C=1035.31 RIM=1034.48 FL(S 15" RCP)=1030.36 EX INTAKE T/C=1033.75 RIM=1032.95 EX INTAKE T/C=1033.74 RIM=1032.90 FL(S 24" RCP)=1027.90 FULL OF WATER D EX STORM MH RIM=1033.72 EX INTAKE T/C=1034.66 RIM=1033.87 FL(S)=1029.77 S EX SAN MH RIM=1031.70 INV(S 8"PVC)=1018.62 D EX STORM MH RIM=1031.54 FL(S 8" NYLO)=1027.99 WV S EX SAN MH RIM=1025.87 INV(E 8"PVC)=1011.97 INV(W 8"PVC)=1011.94 F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OU/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/EU/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E ST 15"ST 15"ST 15"ST 24"ST 18" ST 8" ST 15" SA N 8" SAN 8" S S D D D SAN 8"SAN 8" S S S ST 12" 1025 1030 1035 1024 1026 1027 1028 1029 103 1 1032 1033 1034 102 5 1030 1035 102 4102 6102 7102 8 102 9 1031 1032 1033 1034 1036 1025 1030 1035 1024 1026 1027 1028 1029 1031 1032 1033 1034 1030 1030 10271027 1028 1028 1029 1029 1031 1032 1030 102 9 1031 1032 1033 1030 103 0 10 2 8 10 2 8 1029 102 9 1031 10 3 1 103 2 1032 1033 1033 1033 1030 1029 103110321033 1034 1030 102 9 1031103210331034 10251024 1026 1027 1028 10 2 5 10 2 4 10 2 6 10 2 7 1027 1025102410261027 1028 102 5102 4 102 6 102 7 102 8 10 2 9 102 5 102 4 102 6 1027 1028 1025 1030 103 5 1024 1026 1027 1028 1029 1031 1032 1033 103 4 1036 10 2 5 10 2 4 10 2 6 10 2 6 10 2 6 102 5 1025 1024 1024 SAN 8" 10 2 510 2 4 10 2 6 10 2 7 1025102410261027 10 2 5 103 0 10 2 4 10 2 6 10 2 7 10 2 8 10 2 9 10 3 1 1030 102 7 102 7 1028 102 8 102 9 1031 1032 1025 1023 1023 1024 1024 1024 1026 F/O F/O F/O F/O F/O F/O 10311032 1032 1033 1033 10341034 1025 1030 10231024 10261027 1028 1029 1031 10 3 2 103 3 10 3 3 10 3 4 10 3 4 1034103 4 10 3 4 10 3 4 F/O F/O F/O SAN 8" SAN 8" ST 24 " D ST8" D ST 36 " APPROX. LOCATION PER CITY OF WAUKEE MAP APPROX. LOCATION PER CITY OF WAUKEE MAP SAN 8" SAN 8" APPROX. LOCATION PER CITY OF WAUKEE MAPD ST 18"D D ST24" G 2" G2" G 2" G 2" G 2" APPROX. LOCATION PER CITY OF WAUKEE MAP APPROX. LOCATION PER CITY OF WAUKEE MAP G 2" G 2"G 2" GAPPROX. LOCATION PER CITY OF WAUKEE MAP D F/O F/O F/O APPROX. LOCATION PER CITY OF WAUKEE MAP EX LOCATION PER CITY OF WAUKEE G 2" F/O EX LOCATION PER SEGRA EX LOCATION PER SEGRA ST 30"ST 30" W12"W12"W12" W12"W12"W12"W12"W12"W12"W12"W12"W12"W12" W8"W8" W8" W8" APPROX. LOCATION PER CITY OF WAUKEE MAP W W W W W W8" W8" W8" W8" W8" W8" W8" W8" G2" G2" G2" G2" G 2" G 2" G 2" G2" APPROX. LOCATION PER CITY OF WAUKEE MAP F/O F/ O F/ O F/ O F/ O F/ O F/O F/ O F/ O F/ O APPROX. LOCATION PER MIDAMERICAN MAP APPROX. LOCATION PER MIDAMERICAN MAP APPROX. LOCATION PER MIDAMERICAN MAP 1345 SE FLORENCE DRIVE WAUKEE, IA 50263 EX BUILDING 1335 SE FLORENCE DRIVE EX BUILDING 560 SE UNIVERSITY AVE LOT 59 OWNER: EMERALD POINTE CONDOS ZONED: R-4 LOT 95 OWNER: CLARIFIED MANAGEMENT LLC ZONED: R-2 LOT 96 OWNER: BRIAN WORTHINGTON ZONED: R-2 LOT 97 OWNER: CLARIFIED MANAGEMENT LLC ZONED: R-2 LOT 98 OWNER: AMARANTH NIDAMANURI ZONED: R-2 LOT 99 OWNER: SHANE MCCARTY ZONED: R-2 LOT 100 OWNER: NIRANJAN SANAGARI ZONED: R-2 LOT 101 OWNER: STEPHANIE GIFFORD ZONED: R-2 LOT 102 OWNER: CLARIFIED MANAGEMENT LLC ZONED: R-2 LOT 103 OWNER: MUMAIR HATIMI ZONED: R-2 LOT 104 OWNER: DILIP JAYAVANT ZONED: R-2 LOT 105 OWNER: SHAWNA OPHEIM ZONED: R-2 LOT 106 OWNER: RANDALL WOODBECK ZONED: R-2 LOT 107 OWNER: GABRIEL ASTUDILLO ZONED: R-2 LOT 1 OWNER: CHAD & HANNA COOK ZONED: R-2 EX CONCRETE SE UNIVERSITY AVE R.O.W. VARIES (PUBLIC STREET-CONCRETE SURFACE) 1028 1034 SE DRUMLIN DR I V E 60' R.O.W. (PUBL I C S T R E E T - C O N C R E T E S U R F A C E ) 103 4 103 3 1034 10 3 4 1035 10351034 1034 1033 1032 1027 102 7 10251024 1024 ST 18"DD EX 6 ' X 1 6 ' B O X CU L V E R T SE B O O T H A V E 70' R . O . W . ( P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) EX OLD GRAIN SILO FOUNDATIONS (TYP) GROVE OF TREE STUMPS H Y D TBM: BURY BOLT ELEV=1036.34 S EX SAN MH RIM=1032.67 INV(NW 12"PVC)=1017.37 INV(E 24"RCP)=1015.72 INV(W 24"RCP)=1015.71 S EX SAN MH RIM=1034.54 INV(E 24"RCP)=1013.62 INV(W 24"RCP)=1013.29 SE P A R K V I E W C R O S S I N G D R I V E 70' R . O . W . ( P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) 10 3 2 10 3 2 10 3 3 103 2 1034 10 3 4 1033 1034 SAN 24"SAN 24"SAN 24" SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24" SAN 12" 1035 APPROX. LOCATION PER CITY MAPS APPROX. LOCATION PER CITY MAPS LOT 2 OWNER: TRAN CHAU ZONED: R-2 LOT 3 OWNER: GERIES TADROS ZONED: R-2 LOT 4 OWNER: CONNER CARPENTER & ERIN STENDER ZONED: R-2 LOT 5 OWNER: KYLE KANASKIE ZONED: R-2 LOT 6 OWNER: MARY WALLACE TRUST ZONED: R-2 LOT 7 OWNER: SHAWN & DIEDRE JENKINS ZONED: R-2 LOT 8 OWNER: STEPHANIE ROBERTS ZONED: R-2 LOT 9 OWNER: CHRISTINA FRENCH ZONED: R-2 LOT 10 OWNER: KENYON HILL RIDGE LLC ZONED: R-2 LOT 11 OWNER: SHEENA & SHARMIL DESAI ZONED: R-2 PA R C E L 2 3 - 8 6 OW N E R : L I N D A M H A C K M A N F A M I L Y T R U S T ZO N E D : C - 1 ( C O M M U N I T Y A N D H I G H W A Y S E R V I C E C O M M E R C I A L DI S T R I C T ) EX DETENTION EASEMENT BOOK 2020 PAGE 29359 EX 10' P.U . E . BOOK 200 2 P A G E 1 5 7 9 2 EX 1 0 ' P . U . E . BO O K 2 0 0 2 P A G E 1 5 7 9 2 15 15 40 8 3433 EX CONCRETE U/E U/E U/E U/E U/E U/E U/E U/E G 4"G 4"G 4" G4"G 4"G 4"G 4"G 4"G 4"F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O GV EX INTAKE RIM=1023.94 FL(W 12"CPP)=1019.93 FL(NE 12"CPP)=1019.93 EX STORM SEWER AND DRAINAGE EASEMENT INST#2024-10949 EX ELECTRIC EASEMENT BOOK 2019 PAGE 17922 EX STORM SEWER AND DRAINAGE EASEMENT INST # 2024-10950 EX STORM SEWER AND DRAINAGE EASEMENT INST # 2024-10950 EX 50' STORM SEWER & SURFACE FLOWAGE EASEMENT BOOK 1999 PAGE 6512 LOT 1 OWNER: CIO PROPERTIES, LLC ZONED: C SE F L O R E N C E D R I V E 70 ' R . O . W . ( P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) EX 1 0 ' P . U . E . BO O K 2 0 0 2 P A G E 1 5 7 9 2 GMYADR TS TSFO TS 10381037 10 3 7 1037 G GU/E U/EU/E U/E F/O F/O F/O F/O F/OF/O F/O F/OF/O F/O F/O FF = 1 0 3 4 . 3 0 CO ICV FF = 1 0 3 4 . 2 6 FF = 1 0 3 4 . 3 2 FF=1034.28 FF=1034.28 FF=1034.25 FF=1034.31 EX INTAKE T/C=1029.55 RIM=1029.03 FL(W 15"RCP)=1025.13 EX INTAKE T/C=1029.48 RIM=1028.90 FL(W 15"RCP)=1022.65 FL(N 15"RCP)=1022.70 FL(E 12"RCP)=1022.95 SS EX INTAKE T/C=1024.81 RIM=1024.39 FL(E 12"RCP)=1018.57 FL(W 15"RCP)=1017.94 FL(S 15"RCP)=1017.89 EX INTAKE RIM=1030.43 FL(W 12"RCP)=1026.58 EX BEEHIVE INTAKE TOP HIVE=1030.18 RIM=1029.44 FL(N 4"PVC)=1025.89 FL(E 12"RCP)=1025.76 FL(S 12"RCP)=1025.74 D EX STORM MH RIM=1033.26 FL(E 24"RCP)=1026.38 FL(W 24"RCP)=1026.36 EX INTAKE RIM=1032.45 FL(N 18"RCP)=1028.55 D EX STORM MH RIM=1033.54 FL(E 24"RCP)=1026.94 FL(W 24"RCP)=1026.93 EX INTAKE T/C=1033.35 RIM=1032.58 FL(N 15"RCP)=1028.08 D EX STORM MH RIM=1034.33 FL(E 18" RCP)=1028.43 FL(S 18"RCP)=1027.63 FL(W 24"RCP)=1027.43 TS EX INTAKE RIM=1032.68 FL(E 8"PVC)=1030.03 FL(N 18"RCP)=1028.03 TS EM D EX STORM MH RIM=1030.97 FL(E 24"RCP)=1024.12 FL(W 24"RCP)=1023.77 CO WS OWV WV ICV E F/O FO ICV WV H Y D TBM: BURY BOLT ELEV=1033.47 ICV F/O F/O ICV ICV TV EM E ICV ICV F/O TS F/O TBM: ARROW ON HYDRANT ELEV=1030.69 F/O F/O F/O F/O F/O F/O U/E U/E U/E U/E U/E U/E U/E U/E U/EF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O ST 12" SA N 8" SAN 8" W W O/E O/E O/E ST 24"ST 24" U/E U/E U/E U/E U/ E U/E U/E G 2" G 2" EX SAN SEWER EASEMENT BOOK 2002 PAGE 15792 EX 10' P.U.E. BOOK 2002 PAGE 15792 EX BUILDING 550 SE UNIVERSITY AVE 1031 10 3 0 10 2 8 10 2 9 10311030102910281027 10311032 1033 1034 1033 1034 10 3 4 103 3 1031 1030 1031 103 2 10 3 2 1030 10 3 1 103 0 10 3 1 1030103110321032 1029 1031 102 6 SW-506 INTAKE W/ TYPE Q GRATE SW-505 INTAKE 15" RCP 8" SAN SWR 48" SW-301 MANHOLE 8" SAN SWR 15" RCP 15" RCP 15" RCP SW-506 INTAKE SW-505 INTAKE 48" ARCADIA HYDRODYNAMIC SEPARATOR 48" SW-301 MANHOLE GRAPHIC SCALE 060 30 60 120 L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 5 2 4 - 2 W A U K E E A D M I N P L A T \ D W G \ P R E P L A T . D W G 3/ 2 3 / 2 0 2 6 9 : 5 5 : 3 7 A M PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N 35 0 1 1 0 4 t h S t r e e t , U r b a n d a l e , I A 5 0 3 2 2 P h : 5 1 5 - 2 7 6 - 0 4 6 7 BI S H O P E N G I N E E R I N G + REFERENCE NUMBER: DRAWN BY: REVISION DATE: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: PR E L I M I N A R Y P L A T LA N D I N G A T K E T T L E S T O N E P L A T 2 WA U K E E , I O W A 230524 DRL 2025-11-11 2025-12-16 2026-02-03 2026-02-20 2026-03-09 2026-03-23 230524-2 3 OF 3 GRADING & UTILITY PLAN 31' B/B PAVEMENT CROSS SECTION (8" PCC) NOT TO SCALE 8.5'10'1' 1/2 ROW = 35'1/2 ROW = 35' ROW = 70' 1.5% 2%2% PROFILE GRADE ℄ PLPL 2' 12" COMPACTED SUBGRADE TO BE DONE IN 2 - 6" LIFTS 7" NON REINFORCED PCC W/ 'CD' BASKETS 6" PCC TRAIL 15.5' 4% 4% 15.5'13.5'5'1' 1.5%4% 4% 5" PCC WALK L-2 JOINT L-2 JOINT 8'8' 6" SUBDRAIN WHERE SHOWN ON PLAN 6" MODIFIED SUBBASE SITE LOT 59 OWNER: EMERALD POINTE CONDOS ZONED: R-4 LOT 95 OWNER: CLARIFIED MANAGEMENT LLC ZONED: R-2 LOT 96 OWNER: BRIAN WORTHINGTON ZONED: R-2 LOT 97 OWNER: CLARIFIED MANAGEMENT LLC ZONED: R-2 LOT 98 OWNER: AMARANTH NIDAMANURI ZONED: R-2 LOT 99 OWNER: SHANE MCCARTY ZONED: R-2 LOT 100 OWNER: NIRANJAN SANAGARI ZONED: R-2 LOT 101 OWNER: STEPHANIE GIFFORD ZONED: R-2 LOT 102 OWNER: CLARIFIED MANAGEMENT LLC ZONED: R-2 LOT 103 OWNER: MUMAIR HATIMI ZONED: R-2 LOT 104 OWNER: DILIP JAYAVANT ZONED: R-2 LOT 105 OWNER: SHAWNA OPHEIM ZONED: R-2 LOT 106 OWNER: RANDALL WOODBECK ZONED: R-2 LOT 107 OWNER: GABRIEL ASTUDILLO ZONED: R-2 LOT 1 OWNER: CHAD & HANNA COOK ZONED: R-2 SE UNIVERSITY AVE R.O.W. VARIES (PUBLIC STREET-CONCRETE SURFACE) SE DRUMLIN DR I V E 60' R.O.W. (PUBL I C S T R E E T - C O N C R E T E S U R F A C E ) SE B O O T H A V E 70' R . O . W . ( P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) SE P A R K V I E W C R O S S I N G D R I V E 70' R . O . W . ( P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) LOT 2 OWNER: TRAN CHAU ZONED: R-2 LOT 3 OWNER: GERIES TADROS ZONED: R-2 LOT 4 OWNER: CONNER CARPENTER & ERIN STENDER ZONED: R-2 LOT 5 OWNER: KYLE KANASKIE ZONED: R-2 LOT 6 OWNER: MARY WALLACE TRUST ZONED: R-2 LOT 7 OWNER: SHAWN & DIEDRE JENKINS ZONED: R-2 LOT 8 OWNER: STEPHANIE ROBERTS ZONED: R-2 LOT 9 OWNER: CHRISTINA FRENCH ZONED: R-2 LOT 10 OWNER: KENYON HILL RIDGE LLC ZONED: R-2 LOT 11 OWNER: SHEENA & SHARMIL DESAI ZONED: R-2 PA R C E L 2 3 - 8 6 OW N E R : L I N D A M H A C K M A N F A M I L Y T R U S T ZO N E D : C - 1 ( C O M M U N I T Y A N D H I G H W A Y S E R V I C E C O M M E R C I A L DI S T R I C T ) EX DETENTION EASEMENT BOOK 2020 PAGE 29359 EX 10' P.U . E . BOOK 200 2 P A G E 1 5 7 9 2 EX 1 0 ' P . U . E . BO O K 2 0 0 2 P A G E 1 5 7 9 2 EX STORM SEWER AND DRAINAGE EASEMENT INST#2024-10949 EX ELECTRIC EASEMENT BOOK 2019 PAGE 17922 EX STORM SEWER AND DRAINAGE EASEMENT INST # 2024-10950 EX STORM SEWER AND DRAINAGE EASEMENT INST # 2024-10950 EX 50' STORM SEWER & SURFACE FLOWAGE EASEMENT BOOK 1999 PAGE 6512 LOT 1 OWNER: CIO PROPERTIES, LLC ZONED: C SE F L O R E N C E D R I V E 70 ' R . O . W . ( P U B L I C S T R E E T - C O N C R E T E S U R F A C E ) EX 1 0 ' P . U . E . BO O K 2 0 0 2 P A G E 1 5 7 9 2 EX SAN SEWER EASEMENT BOOK 2002 PAGE 15792 EX 10' P.U.E. BOOK 2002 PAGE 15792 1 500,394 SF 11.49 AC OUTLOT X 338,173 SF 7.76 AC LO T A 36 4 7 1 S F 0. 8 4 A C 10' P.U.E. 10' P . U . E . 70' ROW PUBLIC WATER MAIN EASEMENT 10 ' P . U . E . PUBLIC STORM SEWER EASEMENT STORM SEWER EASEMENT 30' BUILDING SETBACK 30' BUILDING SETBACK 30 ' B U I L D I N G S E T B A C K 30 ' B U I L D I N G S E T B A C K 30' BUILD I N G S E T B A C K 30' BUILDING S E T B A C K 30 ' B U I L D I N G S E T B A C K 30' B U I L D I N G S E T B A C K 30' BUILDING SETBACK 30' BUILDING SETBACK 30 ' B U I L D I N G S E T B A C K 20'X30' ELECTRIC EASEMENT 30' SA N I T A R Y SEWE R E A S E M E N T 10 ' P . U . E . 550.70'110.00'648.69' R=535.00' Δ=41°55'42" L=391.51' CH=382.83' N20°51'25"W R=940.00' Δ=5°15'42" L=86.32' CH=86.29' N39°11'25"W R=1010.00' Δ=5°15'46" L=92.77' CH=92.74' S39°11'23"E R=465.00' Δ=41°55'42" L=340.28' CH=332.74' S20°51'25"E 43 . 1 4 ' S0 0 ° 0 6 ' 2 5 " W R=20.00' Δ=90°00'48" L=31.42' CH=28.29' N44°53'59"W R=20.00' Δ=89°59'12" L=31.41' CH=28.28' S45°06'01"W 300.49' 43 . 1 1 ' N0 0 ° 0 6 ' 2 5 " E 10 ' P . U . E . 10' P. U . E . 10 ' P . U . E . (N89°46'43"W, 30.60') (N84°21'33"W, R=375.00' Δ=10°50'20" L=70.94' CH=70.83') (N69°1 9 ' 1 5 " W , R = 4 6 6 . 0 0 ' Δ = 1 9 ° 1 4 ' 1 7 " L=156.4 7 ' C H = 1 5 5 . 7 3 ' ) (N69 ° 1 9 ' 1 5 " W , R = 4 6 6 . 0 0 ' Δ = 1 9 ° 1 4 ' 1 7 " L=156 . 4 7 ' C H = 1 5 5 . 7 3 ' ) (N80°40'09"E, 1 1 2 . 6 7 ' ) (S71°41 ' 5 7 " W , R = 5 2 9 . 0 0 ' Δ = 1 7 ° 5 6 ' 2 2 " L=165.63 ' C H = 1 6 4 . 9 6 ' ) (N53 ° 2 6 ' 2 6 " E , 9 1 . 0 0 ' ) (N53 ° 2 6 ' 2 6 " E , 7 0 . 0 0 ' ) (N 2 8 ° 2 1 ' 2 8 " W , R = 1 1 0 1 . 0 0 ' Δ = 1 6 ° 2 4 ' 1 2 " L= 3 1 5 . 2 1 ' C H = 3 1 4 . 1 3 ' ) (S85°29'36"W, R=1145.00' Δ=10°37'35" L=212.36' CH=212.05')(N89°11'37"W, 51.76') (S 0 0 ° 3 3 ' 2 0 " W , 6 5 1 . 1 2 ' ) (S89°54'20"E, 1309.32') (N89°41'54"E, 300.49') (S 0 0 ° 1 8 ' 0 6 " E , 1 8 8 . 0 0 ' ) (S89°41'49"W, 156.97') (S75°00'00"W, 36.63') (N 1 5 ° 0 0 ' 0 0 " W , 1 0 6 . 1 8 ' ) (N89°41'54"E, 193.56') (N44°54'16"E, R=25.00' Δ=89°35'14" L=39.09' CH=35.23') (N00°07'32"E, 9.12') (N 0 7 ° 2 6 ' 5 1 " W , R = 4 6 5 . 0 0 ' Δ = 1 5 ° 0 6 ' 3 9 " L= 1 2 2 . 6 4 ' C H = 1 2 2 . 2 8 ' ) (N 1 5 ° 0 0 ' 0 0 " W , 4 3 . 4 5 ' ) (S89°41'55"W, 463.72') (F O R M E R L O T L I N E S 0 0 ° 0 7 ' 2 0 " W , 3 0 0 . 0 1 ' ) (S 0 0 ° 0 7 ' 2 0 " W , 4 0 0 . 0 1 ' ) (S15°00'00"E, 19.65') (N89°41'53"E, 414.83') (N 0 0 ° 0 6 ' 3 9 " E , 2 1 6 . 2 2 ' ) (S45°05'44"E, R=25.00' Δ=90°24'46" L=39.45' CH=35.48') (N 0 7 ° 2 6 ' 4 1 " W , R = 5 3 5 . 0 0 ' Δ = 1 5 ° 0 6 ' 3 9 " L= 1 4 1 . 1 0 ' C H = 1 4 0 . 6 9 ' ) 30 ' L A N D S C A P E BU F F E R E A S E M E N T 20' ELECTRIC EASEMENT (S 1 1 ° 0 3 ' 3 7 " W , 9 1 . 0 0 ' ) 532.27' 12.40' 33 5 . 2 5 ' S 2 5 ° 2 9 ' 5 2 " E 598.60' 20.00' N00°05'37"E L=58.24' 25 8 . 9 2 ' S 2 5 ° 2 9 ' 5 2 " E 17.72' N79°50'08"E R=465.00' Δ=3°41'52" L=30.01' CH=30.00' S11°11'03"E 41.13' N79°50'08"E 17.51' 30.00' S89°55'26"E 30.00' N89°55'26"W 20.00' N00°05'37"E R=465.00' Δ=4°37'43" L=37.56' CH=37.55' S28°57'52"E R=465.00' Δ=10°32'33" L=85.56' CH=85.44' S36°33'00"E 70.94' S27°04'16"E 62.43' S27°04'16"E R =5 45.00 ' Δ=41°40'23" L=396.40' CH=387.72' N20°59 '05"W R=930.00' Δ=5°09'17" L=83.67' CH=83.64' N39°14'38"W 37.50' S32°02'08"E 38.08' N57°57'52"E 39.83' S57°57'52"W R=535.00'Δ=10°26'36" L=97.52'CH=97.38' S36°35'58"E R=535.00' Δ=4°01'16" L=37.55' CH=37.54' S29°22'02"E R=1010.00' Δ=1°57'32" L=34.53' CH=34.53' N40°50'30"W 399.50' 26.53' 30.00' 477.28' S89°54'22"E R=495.00'Δ=23°09'33" L=200.08'CH=198.72' N78°25'14"E 119.83' N66°50'27"E R=505.00'Δ=23°09'33" L=204.12'CH=202.74' S78°25'14"W 28.38' N89°54'22"W 11 3 . 3 5 ' 119.56 ' N 6 6 ° 5 0 ' 2 7 " E R=535.00' Δ=1°04'17" L=10.00' CH=10.00' S21°36'05"E R=60.00' Δ=19°00'00" L=19.90' CH=19.81' S80°24'23"E 89.43' S70°54 ' 2 3 " E R=395.00'Δ=19°05'3 7"L=131.63'CH=131.02 'S80°27'11"E 49.77' N90°00'00"E 49.77' N90°00'00"W R=405.00'Δ=19°05 '3 7 "L=134.97'CH=134.3 4 'N80°27'11"W 89.43'N70°54' 2 3 " W R=50.00' Δ=19°00'00" L=16.58' CH=16.50' N80°24'23"W 21.33' N89°54'22"W 14 3 . 5 8 ' S 0 0 ° 3 0 ' 5 1 " W 1.33' 20.00' 20.00' S89°29'09"E 30.00' N00°30'51"E 30.15' N00°30'51"E 30' B U I L D I N G S E T B A C K 29.91' N89°28'07"W 30' LANDSCAPE BUFFER EASEMENT L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 5 2 4 - 2 W A U K E E A D M I N P L A T \ D W G \ F I N A L P L A T . D W G 3/ 1 1 / 2 0 2 6 8 : 2 1 : 3 3 P M LANDING AT KETTLESTONE PLAT 2 FINAL PLAT VICINITY MAP SCALE: 1' = 500' COPYRIGHT 2026 BISHOP ENGINEERING. THIS DOCUMENT AND THE INFORMATION CONTAINED MAY NOT BE REPRODUCED OR EXCERPTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF BISHOP ENGINEERING. UNAUTHORIZED COPYING OR DISCLOSURE OF CONSTRUCTION USE ARE PROHIBITED BY COPYRIGHT LAW. ABBREVIATIONS: AC ACRES ASPH ASPHALT BK BOOK CONC CONCRETE D DEEDED DISTANCE EX EXISTING ENCL ENCLOSURE FF FINISHED FLOOR FL FLOW LINE FRAC FRACTIONAL M MEASURED DISTANCE MH MANHOLE OPC ORANGE PLASTIC CAP P PLATTED DISTANCE PG PAGE POB POINT OF BEGINNING POC POINT OF COMMENCEMENT PPC PINK PLASTIC CAP PRA PREVIOUSLY RECORDED AS PUE PUBLIC UTILITY EASEMENT ROW RIGHT OF WAY SF SQUARE FEET SAN SANITARY TYP TYPICAL YPC YELLOW PLASTIC CAP N NORTH S SOUTH E EAST W WEST PROPERTY DESCRIPTION: (WARRANTY DEED INST# 2024-11310) PARCEL 18-56 IN GOVERNMENT LOT 3 OF SECTION 4, TOWNSHIP 78 NORTH, RANGE 26 WEST OF THE 5TH P.M., AS SHOWN ON PLAT OF SURVEY IN BOOK 2018, PAGE 15814 -IN THE OFFICE OF THE DALLAS COUNTY RECORDER. AND (WARRANTY DEED BOOK 2003 PAGE -19981) LOT 2 IN PARK VIEW CROSSING PLAT 4, AN OFFICIAL PLAT LOCATED IN WAUKEE, DALLAS COUNTY, IOWA. SUBJECT TO AND TOGETHER WITH ANY AND ALL EASEMENTS AND RESTRICTIONS OF RECORD. AREA: 875,038 SQUARE FEET OR 20.09 ACRES PRELIMINARY 1 OF 1 FINAL PLAT INDEX LEGEND LOCATION LOT 2 IN PARK VIEW CROSSING PLAT 4, PARCEL 18-56 IN GOVERNMENT LOT 3 OF SECTION 4, T 78 N, R 26 W, AS SHOWN ON PLAT OF SURVEY IN BOOK 2018, PAGE 15814 OWNER/PREPARED FOR: WAUKEE COMMUNITY SCHOOL DISTRICT 1000 6TH STREET WAUKEE, IA 50263 PREPARED BY: BISHOP ENGINEERING 3501 104TH ST URBANDALE, IA 50322 SURVEYOR: LARRY HYLER RETURN TO: LARRY HYLER BISHOP ENGINEERING 3501 104TH ST URBANDALE, IA 50322 NOTES: THIS PLAT HAS AN ERROR OR CLOSURE OF LESS THAN 1.0 FEET IN 10,000.0 FEET. EACH LOT WITHIN THIS PLAT HAS AN ERROR OF CLOSURE OF LESS THAN 1.0 FEET IN 5,000.0 FEET. ALL CORNERS HAVE BEEN PLACED WITH A 5/8 INCH IRON ROD UNLESS NOTED OTHERWISE. ALL CORNERS PLACED HAVE A YELLOW PLASTIC IDENTIFICATION CAP NO. 14775. ALL SIDE YARD SETBACKS ARE INTENDED TO BE USED TO CONVEY STORM WATER FROM THE SUBJECT LOT AND ANY ADJACENT LOTS. ALL EASEMENTS ARE PUBLIC UNLESS NOTED OTHERWISE. STREET LOT A SHALL BE DEDICATED TO THE CITY AS PUBLIC STREET RIGHT OF WAY. 35 0 1 1 0 4 t h S t r e e t , U r b a n d a l e , I A 5 0 3 2 2 P h : 5 1 5 - 2 7 6 - 0 4 6 7 BI S H O P E N G I N E E R I N G + REFERENCE NUMBER: DRAWN BY: REVISION DATE: SHEET NAME: SHEET NUMBER: PROJECT NUMBER: FI N A L P L A T LA N D I N G A T K E T T L E S T O N E P L A T 2 WA U K E E , I O W A 230524, 180168 020415 98-5P JPN 1ST CITY SUBMITTAL: 3-11-2026 230524-2 PROPERTY CORNER - FOUND 3/4" IRON PIPE WITY YELLOW PLASTIC CAP ID #14775 OR AS NOTED PROPERTY CORNER- PLACED 5/8" IRON ROD WITH YELLOW PLASTIC CAP ID #14775 SECTION CORNER - FOUND AS NOTED CUT "X" IN PAVEMENT ADDRESS LEGEND: ZONING: EXISTING: C-1A PROPOSED: C-1 BULK REGULATIONS: LOT AREA:NO MINIMUM LOT WIDTH: NO MINIMUM MINIMUM FRONT YARD SETBACK:30 FEET MINIMUM REAR YARD SETBACK:30 FEET MINIMUM SIDE YARD SETBACK: NO MINIMUM, EXCEPT WHEN ADJACENT TO ANY R DISTRICT, THEN MINIMUM SHALL BE 30 FEET MAXIMUM HEIGHT:NO MINIMUM EXCEPT WHEN ADJACENT TO AN R-1, R-2 OR R-4 DISTRICT, THE MAXIMUM SHALL BE 2 STORIES OR 40 FEET 1 STORY OR 14 FEET FOR ACCESSORY BUILDING GRAPHIC SCALE 060 30 60 120 SITE WAUKEE CSD - DISTRICT OFFICE ADDITION & RENOVATION SITE PLAN IOWAONE CALL 1-800-292-8989 www.iowaonecall.com 811 Know what's below. Call before you dig. PROPERTY DESCRIPTION: (WARRANTY DEED BOOK 2003 PAGE -19981) LOT 2 IN PARK VIEW CROSSING PLAT 4, AN OFFICIAL PLAT LOCATED IN WAUKEE, DALLAS COUNTY, IOWA. AND LOT 1 IN LANDING AT KETTLESTONE PLAT 2, AN OFFICIAL PLAT LOCATED IN WAUKEE, DALLAS COUNTY, IOWA (CURRENTLY UNDERGOING PLATTING PROCESS). SUBJECT TO AND TOGETHER WITH ANY AND ALL EASEMENTS AND RESTRICTIONS OF RECORD. AREA: 11.49 ACRES ADDRESS: 560 UNIVERSITY AVE WAUKEE, IA 50263 OWNER/PREPARED FOR: WAUKEE COMMUNITY SCHOOL DISTRICT ATTN: KIRK JOHNSON 560 SE UNIVERSITY AVE WAUKEE, IA 50263 PH: 515-987-5161 ENGINEER/PROJECT MANAGER: JOEL JACKSON, PE BISHOP ENGINEERING 3501 104TH STREET URBANDALE, IA 50322 PH: 515-276-0467 ZONING: ZONED C-1 (COMMUNITY & HIGHWAY SERVICE COMMERCIAL DISTRICT) FRONT SETBACK: 30 FEET REAR SETBACK: 30 FEET SIDE YARD SETBACK:0 FEET MAXIMUM BUILDING HEIGHT:40 FEET PARKING REQUIRED: PROFESSIONAL/BUSINESS OFFICE: 3 SPACES/1000 SF GFA TOTAL BUILDING GFA = 53,118 SF PARKING REQUIRED = 53,118/1000 * 3 = 160 SPACES REQUIRED PARKING PROVIDED = 274 SPACES (INCL. 10 HC SPACES) BUILDING INFORMATION: EXISTING BUILDING FOOTPRINT: 25,125 SF HEIGHT: 15.0' BUILDING ADDITION FOOTPRINT: 28,230 SF HEIGHT: 30.0' OPEN SPACE & IMPERVIOUS SURFACE: TOTAL SITE AREA = 500,394 SF EXISTING IMPERVIOUS AREA = 62,988 SF PROPOSED IMPERVIOUS AREA = 117,370 SF TOTAL IMPERVIOUS AREA = 180,358 SF (36.0%) TOTAL OPEN SPACE = 320,036 SF (64.0%) BENCHMARK: BASIS OF BEARING OBTAINED FROM GPS OBSERVATIONS DATUM = NAD 83, IOWA SOUTH BENCHMARK DATUM = NAVD88, GEOID 18 TBM 1 ARROW ON HYDRANT LOCATED ALONG THE WEST R.O.W. OF SE FLORENCE DRIVE; ± 217' SOUTH OF UNIVERSITY AVE ELEVATION = 1030.69 TBM 2 BURY BOLT ON HYDRANT LOCATED ALONG NORTH SIDE OF SITE'S DRIVEWAY; ± 61' FROM SW BUILDING CORNER ELEVATION = 1033.47 SITE CONTROL: POINT #9007 NORTHING =583,252.82 EASTING = 1,542,099.50 ELEVATION = 1032.03 DESCRIPTION = SET RED PLASTIC CAP VICINITY MAP SCALE: 1" = 1,000' COPYRIGHT 2026 BISHOP ENGINEERING. THIS DOCUMENT AND THE INFORMATION CONTAINED MAY NOT BE REPRODUCED OR EXCERPTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF BISHOP ENGINEERING. UNAUTHORIZED COPYING OR DISCLOSURE OF CONSTRUCTION USE ARE PROHIBITED BY COPYRIGHT LAW. SHEET INDEX: C-001 CIVIL COVER SHEET C-100-101 DEMO PLAN C-200-202 LAYOUT PLAN C-300-302 GRADING PLAN C-400-402 UTILITY PLAN C-500-506 LANDSCAPE PLAN C-601-602 DETAILS SHEET C-701 SWPPP DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s DI S T R I C T O F F I C E A D D I T I O N & R E N O V A T I O N WA U K E E C S D WA U K E E , I A 1018C04 JANUARY 2026 35 0 1 1 0 4 t h S t r e e t , U r b a n d a l e , I A 5 0 3 2 2 P h : 5 1 5 - 2 7 6 - 0 4 6 7 BI S H O P E N G I N E E R I N G + 1ST CITY SUBMITTAL: 2-3-2026 2ND CITY SUBMITTAL: 2-25-2026 3RD CITY SUBMITTAL: 3-11-2026 UTILITY NOTE: THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM THE FIELD SURVEY, EXISTING PUBLIC RECORDS, AND PLANS PROVIDED BY OTHERS. SURFACE UTILITY LOCATIONS HAVE BEEN FIELD LOCATED BY BISHOP ENGINEERING, UNLESS OTHERWISE NOTED. ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE LOCATIONS ONLY. BISHOP ENGINEERING DOES NOT GUARANTEE THE UNDERGROUND LOCATION OF ANY UTILITIES SHOWN. IT SHALL BE THE DUTY OF THE CONTRACTOR TO DETERMINE THE LOCATION AND DEPTH OF ANY UNDERGROUND UTILITIES SHOWN AND IF ANY ADDITIONAL UTILITIES, OTHER THAN THOSE SHOWN ON THE PLANS, MAY BE PRESENT. A REQUEST WAS MADE TO IOWA ONE CALL FOR UTILITY PROVIDERS TO VERIFY, LOCATE, AND MARK THEIR UTILITIES IN THE FIELD. C-001 - C-701 ABBREVIATIONS: AC ACRES ASPH ASPHALT BK BOOK CONC CONCRETE D DEEDED DISTANCE EX EXISTING ENCL ENCLOSURE FF FINISHED FLOOR FL FLOW LINE FRAC FRACTIONAL M MEASURED DISTANCE MH MANHOLE OPC ORANGE PLASTIC CAP P PLATTED DISTANCE PG PAGE POB POINT OF BEGINNING POC POINT OF COMMENCEMENT PRA PREVIOUSLY RECORDED AS PUE PUBLIC UTILITY EASEMENT ROW RIGHT OF WAY RPC RED PLASTIC CAP SF SQUARE FEET SAN SANITARY TYP TYPICAL YPC YELLOW PLASTIC CAP N NORTH S SOUTH E EAST W WEST ELECTRIC VAULT TRANSFORMER POLE TRANSFORMER POLE LIGHT POLE ELECTRIC JUNCTION BOX ELECTRIC PANEL TRANSFORMER GROUND LIGHT GUY WIRE ELECTRIC HANDHOLE GAS METER GAS VALVE AIR CONDITIONING UNIT TELEPHONE RISER TELEPHONE VAULT TELEPHONE MANHOLE TRAFFIC SIGNAL MANHOLE FIBER OPTIC MANHOLE FIBER OPTIC RISER FIBER OPTIC VAULT CABLE TV RISER SIGN BOLLARDS 7 DENOTES NUMBER OF PARKING STALLS PROPERTY CORNER - FOUND AS NOTED PROPERTY CORNER- PLACED 5/8" IRON ROD WITH YELLOW PLASTIC CAP ID # XXXXX OR AS NOTED SECTION CORNER - FOUND AS NOTED SITE CONTROL POINT - MONUMENT AS NOTED ELEC EJ EP GM GV A/C T TEL T TS FO F/O TV F/O SAN SANITARY SEWER ST STORM SEWER W WATER LINE G GAS LINE U/E UNDERGROUND ELECTRIC O/E OVERHEAD ELECTRIC TELE TELEPHONE LINE F/O FIBER OPTIC CATV CABLE TV STORM MANHOLE CURB INTAKE SURFACE INTAKE FLARED END SECTION ROOF DRAIN DOWNSPOUT SANITARY MANHOLE CLEANOUT FIRE HYDRANT SPRINKLER IRRIGATION CONTROL VALVE WATER MANHOLE WELL WATER VALVE WATER SHUT OFF YARD HYDRANT FLAGPOLE ELECTRIC MANHOLE ELECTRIC METER ELECTRIC RISER D S CO H Y D I CV W WS O YA DR E EM E W WV LEGEND L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 5 2 4 W A U K E E A D M I N E X P A N S I O N \ D W G \ C - 0 0 1 C O V E R . D W G 3/ 1 1 / 2 0 2 6 6 : 3 8 : 4 2 P M GENERAL NOTES: 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH 2025 WAUKEE STANDARD SPECS AND 2026 SUDAS. THE CITY OF WAUKEE MUST BE NOTIFIED BY ALL CONTRACTORS 48 HOURS PRIOR TO COMMENCING WORK. 2.IN EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS SHALL GOVERN. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES. ANY DAMAGE TO SAID UTILITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. 4.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT O.S.H.A. CODES AND STANDARDS. NOTHING INDICATED ON THESE PLANS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH THE APPROPRIATE SAFETY REGULATIONS. 5.ALL NECESSARY CONSTRUCTION SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES REQUIRED DURING CONSTRUCTION WILL BE FURNISHED BY THE CONTRACTOR. SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES MUST BE IN CONFORMANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS." 6.BISHOP ENGINEERING SHALL NOT BE LIABLE FOR ANY INJURIES THAT HAPPEN ON SITE. THIS SHALL INCLUDE BUT NOT BE LIMITED TO TRENCH COLLAPSES FROM VARYING SOIL CONDITIONS OR INJURIES CAUSED BY UNDERGROUND UTILITIES INCLUDING UTILITIES THAT ARE NOT SHOWN ON PLAN. 7.THE CONTRACTOR IS LIABLE FOR ALL DAMAGES TO PUBLIC OR PRIVATE PROPERTY CAUSED BY THEIR ACTION OR INACTION IN PROVIDING FOR STORM WATER FLOW DURING CONSTRUCTION. DO NOT RESTRICT FLOWS IN EXISTING DRAINAGE CHANNELS, STORM SEWER, OR FACILITIES. 8.THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SCHEDULE FOR PERFORMANCE OF WORK ITEMS. THIS SCHEDULE SHALL BE PROVIDED BY THE CONTRACTOR AT THE PROJECT PRECONSTRUCTION CONFERENCE. NO WORK SHALL BEGIN UNTIL A SCHEDULE HAS BEEN SUBMITTED AND ACCEPTED. THE CONTRACTOR SHALL THEN PERFORM WORK TO CONFORM TO THE ACCEPTED SCHEDULE. 9.LABORATORY TESTS SHALL BE PERFORMED BY THE OWNER UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDE SAMPLES OF MATERIAL REQUIRED FOR LABORATORY TESTS AND TESTING IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS. 10.THE CONTRACTOR SHALL PROTECT ALL STRUCTURES NOT SHOWN AS REMOVALS ON THE PLANS. 11.THE CONTRACTOR SHALL OBTAIN ANY AND ALL NECESSARY PERMITS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL WORK WITH OWNER OR OWNERS REPRESENTATIVE ON ALL REQUIRED STORM WATER DISCHARGE PERMITS FROM THE IOWA DEPARTMENT OF NATURAL RESOURCES AND THE CITY OF WAUKEE. 12.GRADING AND EROSION CONTROL SHALL BE DONE IN ACCORDANCE WITH THE APPROVED GRADING PLAN, SWPPP, NPDES DOCUMENTS, AND IOWA DEPARTMENT OF NATURAL RESOURCES REQUIREMENTS. 13.THE CONTRACTOR SHALL PICK UP ANY DEBRIS SPILLED ONTO THE ADJACENT RIGHT OF WAY OR ABUTTING PROPERTIES AS THE RESULT OF CONSTRUCTION, AT THE END OF EACH WORK DAY AND PRIOR TO A RAIN EVENT. 14.THE CONTRACTOR IS RESPONSIBLE FOR THE PROMPT REMOVAL OF ALL MUD THAT HAS BEEN TRACKED OR WASHED UNTO ADJACENT PROPERTY OR RIGHT OF WAY UNTIL SUCH TIME THAT PERMANENT VEGETATION HAS BEEN ESTABLISHED. 15.DISPOSE OF ALL EXCESS MATERIALS AND TRASH IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS. PROVIDE WASTE AREAS OR DISPOSAL SITES FOR EXCESS MATERIALS NOT DESIRABLE FOR INCORPORATION INTO THE PROJECT. PAVING NOTES: 1.THE PAVING/ GRADING CONTRACTOR SHALL BACKFILL THE PAVING SLAB AND FINE GRADE THE RIGHT OF WAY AS SOON AFTER THE PAVING AS POSSIBLE. ALL AREAS SHALL BE SEEDED IN ACCORDANCE WITH CITY OF WAUKEE STANDARD SPECIFICATIONS AND THE CURRENT VERSION OF SUDAS. 2.SUBGRADE PREPARATION AND PAVEMENTS WILL BE CONSTRUCTED FOLLOWING RECOMMENDATIONS IN THE SOILS REPORT. APPROVED SOILS ENGINEER MUST SIGN OFF ON SUB BASE PRIOR TO ANY PAVEMENT BEING PLACED. 3.SEE DETAILS FOR ALL PAVEMENT THICKNESS. 4.ALL WALKS, PARKING LOTS, HANDICAP PARKING, RAMPS, ETC. SHALL COMPLY WITH ALL A.D.A. AND CITY CODES. HANDICAP PARKING SIGNAGE IS REQUIRED FOR ALL HANDICAP STALLS AND SHALL BE CONSIDERED INCIDENTAL. IN EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE A.D.A./CITY CODES THE A.D.A./CITY CODES SHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING A.D.A. CODES ARE MET. UTILITY NOTES: 1.QUANTITY CALLOUTS ON PIPE LENGTHS ARE APPROXIMATE AND SHOULD BE USED FOR REFERENCE ONLY. 2.THE CONTRACTOR SHALL PROVIDE AS-BUILTS OF ALL UTILITIES, INCLUDING DEPTH AND LOCATION OF ALL SERVICES. 3.THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OF ANY AND ALL EXISTING AND PROPOSED UTILITIES TO PROPOSED GRADES. EXISTING UTILITIES SHALL BE RAISED OR LOWERED IN ACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS. ANY NECESSARY ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION. 4.ACTIVE EXISTING FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED, REROUTED, OR CONNECTED TO PUBLIC OR PRIVATE STORM SEWER TO REMAIN IN SERVICE. 5.ALL PROPOSED RCP STORM SEWER PIPE JOINTS SHALL BE FABRIC WRAPPED AND THE LAST 3 PIPE SECTIONS ON THE APRON SHALL BE TIED WITH RF-14 TYPE II CONNECTORS. ALL APRONS SHALL HAVE A STANDARD FOOTING AND TRASH GUARD. SITE ACCESS/JOB SITE PROTECTION: 1.CONTRACTOR SHALL COORDINATE WITH OWNER AND ENGINEER PRIOR TO CONSTRUCTION FOR SITE ACCESS. 2.PROTECT ALL WORK AND STAGING AREAS WITH 6' TEMPORARY CHAIN LINK FENCING. SITE RESTORATION: 1.ANY PAVEMENT, CURBS, OR WALKS, NOT CALLED OUT FOR REMOVAL, DAMAGED BY THE CONTRACTOR SHALL BE REPLACED WITH NEW, 6" CONCRETE AT NO EXPENSE TO THE OWNER. CONSTRUCTION STAKING NOTES: 1.CONTRACTOR IS REQUIRED TO HAVE ALL CONSTRUCTION STAKING DONE UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR OR PROFESSIONAL ENGINEER, AND IN COORDINATION WITH THE PROJECT ENGINEER, INCLUDING PEDESTRIAN FACILITIES. 2.ALL CONSTRUCTION STAKING WILL BE COMPLETED BY BISHOP ENGINEERING AND PAID FOR DIRECTLY BY THE OWNER. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF STAKING. COORDINATION SHALL BE CONSIDERED INCIDENTAL TO BID. NO ADDITIONAL COMPENSATION WILL BE PROVIDED FOR COORDINATION OF CONSTRUCTION STAKING. 3.CONTRACTOR SHALL CONTACT BISHOP ENGINEERING TO ORDER STAKING AT LEAST 4 DAYS PRIOR. 4.STAKING DOES NOT RELIEVE CONTRACTOR OF ULTIMATE RESPONSIBILITY TO CONSTRUCT THE PROJECT PER PLAN. SPECIFICATIONS NOTES: 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE WAUKEE CSD ADMIN BUILDING EXPANSION PROJECT SPECIFICATIONS, THE 2025 CITY OF WAUKEE SPECIFICATIONS AND 2026 SUDAS SPECIFICATIONS. 2.FOR ANY DISCREPANCIES BETWEEN THE WAUKEE CSD ADMIN BUILDING EXPANSION PROJECT SPECIFICATIONS AND THE CURRENT EDITION OF IOWA SUDAS, THE PROJECT SPECIFICATIONS SHALL GOVERN UNLESS DIRECTED OTHERWISE BY THE CITY OF WAUKEE OR THE PROJECT ENGINEER. 3.FOR ALL SPECIFICATION DISCREPANCIES, PROJECT ENGINEER SHALL BE CONTACTED PRIOR TO PROCEEDING WITH CONSTRUCTION. IF ENGINEER IS NOT CONTACTED, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY PROBLEMS THAT RESULT FROM SAID DISCREPANCIES. 4.FOR ALL SPECIFICATION DISCREPANCIES, CONTRACTOR MUST OBTAIN WRITTEN APPROVAL FROM THE CITY OF WAUKEE ENGINEERING DEPARTMENT FOR ANY CHANGES TO PROPOSED SITE INFRASTRUCTURE OR GRADES PRIOR TO PROCEEDING WITH ANY CHANGES. PAVEMENT SAWCUT NOTES: 1.CONTRACTOR SHALL FOLLOW JOINTING SHOWN ON PLANS. IF CONTRACTOR WANTS TO DEVIATE FROM JOINTING SHOWN, CONTRACTOR SHALL PROVIDE SAWCUT JOINTING PLAN TO JOEL JACKSON, BISHOP ENGINEERING (515-276-0467 OR JJACKSON@BISHOPENGR.COM) PRIOR TO ANY CONCRETE PAVEMENT INSTALLATION. 2.PAVEMENT MAY BE REQUIRED TO BE REMOVED AND REPLACED IF PLACED NOT IN COMPLIANCE WITH JOINTING PLAN. 3.TYPICAL LONGITUDINAL JOINTS SHALL BE PLACED IN THE CENTER OF ALL DRIVE AISLES AND AT THE END OF ALL PARKING STALLS. EARTHWORK BALANCE NOTES: 1.SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED OR PAID FOR SEPARATELY. CONTRACTOR RESPONSIBLE FOR MAKING THE SITE EARTHWORK BALANCE. 2.THIS INCLUDES BUT IS NOT LIMITED TO TOPSOIL, POOR SOILS AND STRUCTURAL FILL NECESSARY TO MEET PROJECT PLANS AND SPECIFICATIONS. SWPPP NOTES: 1.STORM WATER POLLUTION PREVENTION PLAN HAS BEEN PREPARED BY BISHOP ENGINEERING. CONTACT JACK GORMAN (515-276-0467) FOR A COPY OF THE SWPPP. 2.NPDES PERMIT AUTHORIZATION NUMBER: TBD 3.THIS PROJECT INCLUDES SAWCUTTING OR CONCRETE GRINDING SO PROTECTION OF STORM SEWERS AND DRAINAGE WAYS WILL NEED TO BE PROVIDED FROM SLURRY FROM THE CONCRETE OPERATIONS. SEE SWPPP SHEET AND NARRATIVE FOR ADDITIONAL DETAILS. STORM & SANITARY TELEVISING NOTES: 1.CONTRACTOR IS REQUIRED TO TELEVISE ALL STORM SEWER SYSTEMS PRIOR TO PAVING OPERATIONS. 2.CONTRACTOR SHALL SEND VIDEO INSPECTION TO THE ENGINEER FOR APPROVAL PRIOR TO PAVING. 3.CONTRACTOR SHALL PROVIDE COPIES OF THE REPORTS AND VIDEOS TO THE WAUKEE ENGINEERING DEPARTMENT FOR APPROVAL PRIOR TO PAVING. UTILITY CONFLICT NOTES: 1.UTILITY CONFLICTS MAY EXIST ACROSS THE SITE WITH NEW UTILITIES, GRADING, PAVING ETC. MOST UTILITY CONFLICTS HAVE BEEN CALLED OUT FOR CONTRACTOR CONVENIENCE. 2.CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONFLICTS THAT ARE EITHER CALLED OUT ON THE PLANS OR THAT CAN BE SEEN ON THE PLANS BETWEEN AN EXISTING UTILITY AND PROPOSED CONSTRUCTION TRAFFIC CONTROL NOTES: 1.ANY AND ALL TRAFFIC CONTROL SHALL BE CONSIDERED INCIDENTAL. NO ADDITIONAL COMPENSATION WILL BE GIVEN FOR TRAFFIC CONTROL MEASURES. 2.IF LANE CLOSURES ARE NECESSARY ON UNIVERSITY AVE, CONTRACTOR SHALL COORDINATE WITH CITY OF WAUKEE PRIOR TO CONSTRUCTION AND COMPLY WITH ALL CITY REQUIREMENTS. SURVEY NOTES: 3.SURVEY WORK WAS COMPLETED BY BISHOP ENGINEERING ON 1-16-2026. C-001 CIVIL COVER SHEET UTILITY MAPS PROVIDED BY: 1. ELECTRIC (MIDAMERICAN / 515-252-6972) 2. STORM AND SANITARY (CITY OF WAUKEE / 515-978-7920) 3. FIBER OPTIC (CONSOLIDATED COMMUNICATIONS / 515-867-4769) 4. FIBER OPTIC (UNITE PRIVATE NETWORKS / 816-425-3556) 5. FIBER OPTIC (WAUKEE COMMUNITY SCHOOL DISTRICT / 515-987-5161) 6. GAS (MIDAMERICAN / 515-252-6972) 7. WATER (CITY OF WAUKEE / 515-978-7920) X X X X X FO TS ELEC F/O ELEC F/O GV 4" TREE 4" TREE 2" TREE EM FOFOFO FO FOFO FO FO TTT F/O T TV F/O FO T F/O EFOT FO F/O T F/OFO E T F/O FO E FO F/O T E F/OT WV H Y D E F/O ICV FF=1034.27 EMTV TS TS WV F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OU/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/E U/E U/ E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E ST 15"ST 15"ST 15"ST 15"ST 15" ST 15 " ST 24" ST 24"ST 18"ST 18" ST 8" ST 15" ST 15" ST 15" SAN 8" SAN 8" SAN 8"SAN 8" SAN 8" SAN 8" ST 12" SAN 8" F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O SAN 8" SAN 8" SAN 8" ST 24 " ST8" ST 36 " SAN 8" SAN 8" SAN 8" ST 18" ST 18" ST 18" ST24" ST24" ST 30" G 2"G 2" G2" G 2" G 2" G 2" G 2" G2" G 2" G 2" G 2"G 2" G2" G G ST 8" F/O F/O F/O F/O G 2" G 2" W12"W12"W12"W12" W12" W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12" W8"W8"W8" W8" W8" W8" W8" W W W W W W W W W W W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W G2" G2" G2" G2" G2" G2" G 2" G 2" G 2" G2" G2" G2" F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/O F/O F/ O F/ O F/ O F/ O 1345 SE FLORENCE DRIVE WAUKEE, IA 50263 EX BUILDING 1335 SE FLORENCE DRIVE EX BUILDING 560 SE UNIVERSITY AVE LOT 59 LOT 95 LOT 96 LOT 97 LOT 98 LOT 99 LOT 100 LOT 101 LOT 102 LOT 103 LOT 104 LOT 105 LOT 106 LOT 107 ST 18" H Y D SAN 24"SAN 24"SAN 24"SAN 24"SAN 24" SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24" SAN 12" F/ O U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E G 4"G 4"G 4"G 4" G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O GV LOT 1 GMYADR TS TSFO TS G G G G U/E U/E U/E U/E U/E U/E U/E U/E F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/OF/O F/O F/O F/O F/O FF = 1 0 3 4 . 3 0 ICV FF = 1 0 3 4 . 2 6 FF = 1 0 3 4 . 3 2 FF=1034.28 FF=1034.28 FF=1034.25 FF=1034.31 TS TS EM WS OWV WV ICV E F/O FO ICV WV H Y D 8" TREE 12" TREE ICV F/O F/O ICV 18" TREE ICV 15" TREE TV EME 12" TREEICV ICV 10" TREE F/O MB TS F/O WV WV WV H Y D F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O U/E U/E U/E U/E U/E U/E U/E U/E U/E U/EF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O ST 12"ST 12" ST ST ST 15" SA N 8" ST 15 "SAN 8" SAN 8" W SAN 6" W W W W W W8" W8" W8" O/E O/E O/E O/E O/E SAN ST 15 " ST 24"ST 24"ST 24"ST15" U/E U/E U/E U/E U/E U/E U/ E U/ E U/E U/E U/E G 2" G 2" G 2" EX BUILDING 550 SE UNIVERSITY AVE W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" D S HY D HYD D HY D D CO CO CO CO WV WV WV 100-YR PONDING ELEVATION=1029.99 100-YR PONDING ELEVATION=1029.91 S X X X X X FO TS ELEC F/O ELEC F/O GV 4" TREE 4" TREE 2" TREE EM FOFOFO FO FOFO FO FO TTT F/O T TV F/O FO T F/O EFOT FO F/O T F/OFO E T F/O FO E FO F/O T E F/OT WV H Y D E F/O ICV FF=1034.27 EMTV TS TS WV F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OU/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/E U/E U/ E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E ST 15"ST 15"ST 15"ST 15"ST 15" ST 15 " ST 24" ST 24"ST 18"ST 18" ST 8" ST 15" ST 15" ST 15" SAN 8" SAN 8" SAN 8"SAN 8" SAN 8" SAN 8" ST 12" SAN 8" F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O SAN 8" SAN 8" SAN 8" ST 24 " ST8" ST 36 " SAN 8" SAN 8" SAN 8" ST 18" ST 18" ST 18" ST24" ST24" ST 30" G 2"G 2" G2" G 2" G 2" G 2" G 2" G2" G 2" G 2" G 2"G 2" G2" G G ST 8" F/O F/O F/O F/O G 2" G 2" W12"W12"W12"W12" W12" W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12" W8"W8"W8" W8" W8" W8" W8" W W W W W W W W W W W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W G2" G2" G2" G2" G2" G2" G 2" G 2" G 2" G2" G2" G2" F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/O F/O F/ O F/ O F/ O F/ O 1345 SE FLORENCE DRIVE WAUKEE, IA 50263 EX BUILDING 1335 SE FLORENCE DRIVE EX BUILDING 560 SE UNIVERSITY AVE LOT 59 LOT 95 LOT 96 LOT 97 LOT 98 LOT 99 LOT 100 LOT 101 LOT 102 LOT 103 LOT 104 LOT 105 LOT 106 LOT 107 ST 18" H Y D SAN 24"SAN 24"SAN 24"SAN 24"SAN 24" SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24" SAN 12" F/ O U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E G 4"G 4"G 4"G 4" G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O GV LOT 1 GMYADR TS TSFO TS G G G G U/E U/E U/E U/E U/E U/E U/E U/E F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/OF/O F/O F/O F/O F/O FF = 1 0 3 4 . 3 0 ICV FF = 1 0 3 4 . 2 6 FF = 1 0 3 4 . 3 2 FF=1034.28 FF=1034.28 FF=1034.25 FF=1034.31 TS TS EM WS OWV WV ICV E F/O FO ICV WV H Y D 8" TREE 12" TREE ICV F/O F/O ICV 18" TREE ICV 15" TREE TV EME 12" TREEICV ICV 10" TREE F/O MB TS F/O WV WV WV H Y D F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O U/E U/E U/E U/E U/E U/E U/E U/E U/E U/EF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O ST 12"ST 12" ST ST ST 15" SA N 8" ST 15 "SAN 8" SAN 8" W SAN 6" W W W W W W8" W8" W8" O/E O/E O/E O/E O/E SAN ST 15 " ST 24"ST 24"ST 24"ST15" U/E U/E U/E U/E U/E U/E U/ E U/ E U/E U/E U/E G 2" G 2" G 2" EX BUILDING 550 SE UNIVERSITY AVE SE P A R K V I E W C R O S S I N G D R I V E SE UNIVERSITY AVE MA T C H L I N E MA T C H L I N E SE F L O R E N C E DR I V E SHEET C-101 SHEET C-102 DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s DI S T R I C T O F F I C E A D D I T I O N & R E N O V A T I O N WA U K E E C S D WA U K E E , I A 1018C04 JANUARY 2026 35 0 1 1 0 4 t h S t r e e t , U r b a n d a l e , I A 5 0 3 2 2 P h : 5 1 5 - 2 7 6 - 0 4 6 7 BI S H O P E N G I N E E R I N G + 1ST CITY SUBMITTAL: 2-3-2026 2ND CITY SUBMITTAL: 2-25-2026 3RD CITY SUBMITTAL: 3-11-2026 GRAPHIC SCALE 040 20 40 80 L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 5 2 4 W A U K E E A D M I N E X P A N S I O N \ D W G \ C - 1 0 0 D E M O . D W G 3/ 1 1 / 2 0 2 6 6 : 3 8 : 5 7 P M C-100 OVERALL DEMO PLAN EMFOFOFO F/O 6" CRAB 6" CRAB ICV 6" TREE FF=1034.27 EMTV CO CO CO TS FL(S 18" RCP)=1029.50 FL(W 18" RCP)=1029.48 F/O F/O U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E ST 24"ST 18"ST 18" 10311032 1032 1033 1033 1034 1034 10 3 2 103 3 10 3 3 10 3 4 10 3 4 1034103 4 10 3 4 10 3 4 G 2" G2" APPROX. LOCATION PER CITY OF WAUKEE MAP ST 8" F/O W12"W12"W12"W12" W F/ O F/ O F/O F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O APPROX. LOCATION EX BUILDING 1335 SE FLORENCE DRIVE EX BUILDING 560 SE UNIVERSITY AVE EX CONCRETE 103 3 SAN 24" EX 10' P.U . E . BOOK 200 2 P A G E 1 5 7 9 2 EX 1 0 ' P . U . E . BO O K 2 0 0 2 P A G E 1 5 7 9 2 15 15 40 8 3433 EX CONCRETE EX SIDEWALK F/ O U/E U/E G 4" F/O EX STORM SEWER AND DRAINAGE EASEMENT INST#2024-10949 EX ELECTRIC EASEMENT BOOK 2019 PAGE 17922 GM YA DR G G G G G U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E F/ O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/O FF = 1 0 3 4 . 3 0 CO ICV FF = 1 0 3 4 . 2 6 FF = 1 0 3 4 . 3 2 FF=1034.28 FF=1034.28 FF=1034.25 FF=1034.31 EX INTAKE T/C=1029.55 RIM=1029.03 FL(W 15"RCP)=1025.13 EX INTAKE T/C=1029.48 RIM=1028.90 FL(W 15"RCP)=1022.65 FL(N 15"RCP)=1022.70 FL(E 12"RCP)=1022.95 S EX SAN MH RIM=1026.29 INV(NE 8"PVC)=1016.11 INV(W 8"PVC)=1016.09 S EX SAN MH RIM=1025.34 INV(W 6"PVC)=1015.79 INV(E 8"PVC)=1015.79 INV(S 8"PVC)=1015.69 EX INTAKE T/C=1024.81 RIM=1024.39 FL(E 12"RCP)=1018.57 FL(W 15"RCP)=1017.94 FL(S 15"RCP)=1017.89 EX INTAKE T/C=1025.08 RIM=1024.50 FL(SW 12"RCP)=1021.45 FL(E 15"RCP)=1019.55 EX INTAKE T/C=1029.99 RIM=1029.30 FL(N 12"RCP)=1025.40 FL(S 12"RCP)=1025.30 EX INTAKE RIM=1030.43 FL(W 12"RCP)=1026.58 EX BEEHIVE INTAKE TOP HIVE=1030.18 RIM=1029.44 FL(N 4"PVC)=1025.89 FL(E 12"RCP)=1025.76 FL(S 12"RCP)=1025.74 D EX STORM MH RIM=1033.26 FL(E 24"RCP)=1026.38 FL(W 24"RCP)=1026.36 EX INTAKE RIM=1032.45 FL(N 18"RCP)=1028.55 D EX STORM MH RIM=1033.54 FL(E 24"RCP)=1026.94 FL(W 24"RCP)=1026.93 EX INTAKE T/C=1033.35 RIM=1032.58 FL(N 15"RCP)=1028.08 D EX STORM MH RIM=1034.33 FL(E 18" RCP)=1028.43 FL(S 18"RCP)=1027.63 FL(W 24"RCP)=1027.43 TS EX INTAKE RIM=1032.68 FL(E 8"PVC)=1030.03 FL(N 18"RCP)=1028.03 TS EM D EX STORM MH RIM=1030.97 FL(E 24"RCP)=1024.12 FL(W 24"RCP)=1023.77 CO WSOWV ICV E F/O FO ICV WV H Y D 8" TREE 12" TREE ICV F/O F/O ICV 18" TREE ICV 15" TREE TVEME 12" TREE ICV ICV10" TREE F/O MB 10" TREE 6" TREE 8" TREE TS F/O WV WV WV H Y D F/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O EX 'WAUKEE SCHOOLS' SIGN EX 'W' STATUE ST 12"ST 12"ST 12" ST ST ST 15" SA N 8" SA N 8" ST 15 " SAN 8" SAN 8" SAN 8" W EX DIRECTIONAL SIGNAGEEX DIRECTIONAL SIGNAGE EX BIKERACK EX FLAGPOLE (TYP) SAN 6" W W W W W W WW W8" W8" W8" W8" O/E O/E O/E O/E O/E O/E O/E EX BENCH EX BENCH SAN ST 15 " ST 24"ST 24"ST 24"ST 24" ST15" U/E U/E U/E U/E U/E U/E U/E U/E U/ E U/ E U/E U/E U/E U/E G 2" G 2" G 2" G 2" EX SAN SEWER EASEMENT BOOK 2002 PAGE 15792 EX 10' P.U.E. BOOK 2002 PAGE 15792 EX BUILDING 550 SE UNIVERSITY AVE 1031 10 3 0 10 2 8 10 2 9 1031 1030102910281027 1031 1032 1033 1034 1033 1034 10 3 4 103 3 1031 1030 1031 103 2 10 3 2 1030 10 3 1 103 0 10 3 1 1030 1031 1032 1032 1029 1031 102 6 10 ' P . U . E . (N89°41'54"E, 193.56') (N44°54'16"E, R=25.00' Δ=89°35'14" L=39.09' CH=35.23') (N00°07'32"E, 9.12') (N 0 7 ° 2 6 ' 5 1 " W , R = 4 6 5 . 0 0 ' Δ = 1 5 ° 0 6 ' 3 9 " L= 1 2 2 . 6 4 ' C H = 1 2 2 . 2 8 ' ) (N 1 5 ° 0 0 ' 0 0 " W , 4 3 . 4 5 ' ) (F O R M E R L O T L I N E S 0 0 ° 0 7 ' 2 0 " W , 3 0 0 . 0 1 ' ) (S15°00'00"E, 19.65') (N 0 7 ° 2 6 ' 4 1 " W , R = 5 3 5 . 0 0 ' Δ = 1 5 ° 0 6 ' 3 9 " L= 1 4 1 . 1 0 ' C H = 1 4 0 . 6 9 ' ) 30 ' L A N D S C A P E BU F F E R E A S E M E N T 20' ELECTRIC EASEMENT EMFOFOFO F/O 6" CRAB 6" CRAB ICV 6" TREE FF=1034.27 EMTV CO CO CO TS FL(S 18" RCP)=1029.50 FL(W 18" RCP)=1029.48 F/O F/O U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E ST 24"ST 18"ST 18" 10311032 1032 1033 1033 1034 1034 10 3 2 103 3 10 3 3 10 3 4 10 3 4 1034103 4 10 3 4 10 3 4 G 2" G2" APPROX. LOCATION PER CITY OF WAUKEE MAP ST 8" F/O W12"W12"W12"W12" W F/ O F/ O F/O F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O APPROX. LOCATION EX BUILDING 1335 SE FLORENCE DRIVE EX BUILDING 560 SE UNIVERSITY AVE EX CONCRETE 103 3 SAN 24" EX 10' P.U . E . BOOK 200 2 P A G E 1 5 7 9 2 EX 1 0 ' P . U . E . BO O K 2 0 0 2 P A G E 1 5 7 9 2 15 15 40 8 3433 EX CONCRETE EX SIDEWALK F/ O U/E U/E G 4" F/O EX STORM SEWER AND DRAINAGE EASEMENT INST#2024-10949 EX ELECTRIC EASEMENT BOOK 2019 PAGE 17922 GM YA DR G G G G G U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E F/ O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/O FF = 1 0 3 4 . 3 0 CO ICV FF = 1 0 3 4 . 2 6 FF = 1 0 3 4 . 3 2 FF=1034.28 FF=1034.28 FF=1034.25 FF=1034.31 EX INTAKE T/C=1029.55 RIM=1029.03 FL(W 15"RCP)=1025.13 EX INTAKE T/C=1029.48 RIM=1028.90 FL(W 15"RCP)=1022.65 FL(N 15"RCP)=1022.70 FL(E 12"RCP)=1022.95 S EX SAN MH RIM=1026.29 INV(NE 8"PVC)=1016.11 INV(W 8"PVC)=1016.09 S EX SAN MH RIM=1025.34 INV(W 6"PVC)=1015.79 INV(E 8"PVC)=1015.79 INV(S 8"PVC)=1015.69 EX INTAKE T/C=1024.81 RIM=1024.39 FL(E 12"RCP)=1018.57 FL(W 15"RCP)=1017.94 FL(S 15"RCP)=1017.89 EX INTAKE T/C=1025.08 RIM=1024.50 FL(SW 12"RCP)=1021.45 FL(E 15"RCP)=1019.55 EX INTAKE T/C=1029.99 RIM=1029.30 FL(N 12"RCP)=1025.40 FL(S 12"RCP)=1025.30 EX INTAKE RIM=1030.43 FL(W 12"RCP)=1026.58 EX BEEHIVE INTAKE TOP HIVE=1030.18 RIM=1029.44 FL(N 4"PVC)=1025.89 FL(E 12"RCP)=1025.76 FL(S 12"RCP)=1025.74 D EX STORM MH RIM=1033.26 FL(E 24"RCP)=1026.38 FL(W 24"RCP)=1026.36 EX INTAKE RIM=1032.45 FL(N 18"RCP)=1028.55 D EX STORM MH RIM=1033.54 FL(E 24"RCP)=1026.94 FL(W 24"RCP)=1026.93 EX INTAKE T/C=1033.35 RIM=1032.58 FL(N 15"RCP)=1028.08 D EX STORM MH RIM=1034.33 FL(E 18" RCP)=1028.43 FL(S 18"RCP)=1027.63 FL(W 24"RCP)=1027.43 TS EX INTAKE RIM=1032.68 FL(E 8"PVC)=1030.03 FL(N 18"RCP)=1028.03 TS EM D EX STORM MH RIM=1030.97 FL(E 24"RCP)=1024.12 FL(W 24"RCP)=1023.77 CO WSOWV ICV E F/O FO ICV WV H Y D 8" TREE 12" TREE ICV F/O F/O ICV 18" TREE ICV 15" TREE TVEME 12" TREE ICV ICV10" TREE F/O MB 10" TREE 6" TREE 8" TREE TS F/O WV WV WV H Y D F/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O EX 'WAUKEE SCHOOLS' SIGN EX 'W' STATUE ST 12"ST 12"ST 12" ST ST ST 15" SA N 8" SA N 8" ST 15 " SAN 8" SAN 8" SAN 8" W EX DIRECTIONAL SIGNAGEEX DIRECTIONAL SIGNAGE EX BIKERACK EX FLAGPOLE (TYP) SAN 6" W W W W W W WW W8" W8" W8" W8" O/E O/E O/E O/E O/E O/E O/E EX BENCH EX BENCH SAN ST 15 " ST 24"ST 24"ST 24"ST 24" ST15" U/E U/E U/E U/E U/E U/E U/E U/E U/ E U/ E U/E U/E U/E U/E G 2" G 2" G 2" G 2" EX SAN SEWER EASEMENT BOOK 2002 PAGE 15792 EX 10' P.U.E. BOOK 2002 PAGE 15792 EX BUILDING 550 SE UNIVERSITY AVE 1031 10 3 0 10 2 8 10 2 9 1031 1030102910281027 1031 1032 1033 1034 1033 1034 10 3 4 103 3 1031 1030 1031 103 2 10 3 2 1030 10 3 1 103 0 10 3 1 1030 1031 1032 1032 1029 1031 102 6 REMOVE EX STOOP. REMOVE EX STOOP. PROTECT EX STOOP. CLEAN SAWCUT & REMOVE PAVEMENT TO NEAREST JOINT. CLEAN SAWCUT & REMOVE PAVEMENT TO NEAREST JOINT. PROTECT EX WATER. REMOVE EX LIGHT POLE. REMOVE EX LIGHT POLE. REMOVE EX TREES. REMOVE EX TREE.REMOVE EX TRASH ENCLOSURE. REMOVE EX WALL. PROTECT EX BUILDING. REMOVE & SALVAGE EX MAILBOX. REMOVE & SALVAGE EX SIGN. REMOVE EX HC SIGN. CLEAN SAWCUT & REMOVE PAVEMENT TO NEAREST JOINT. REMOVE & SALVAGE EX SIGN. MA T C H L I N E MA T C H L I N E SE F L O R E N C E DR I V E REMOVE EX LIGHT POLE. REMOVE EX INTAKE CASTING. PROTECT EX PIPES. PROTECT EX INTAKE.PROTECT EX INTAKE. PROTECT EX SANITARY SEWER. PROTECT EX STORM SEWER. PROTECT EX SANITARY SEWER. PROTECT EX STORM SEWER. PROTECT EX STORM INTAKE. CLEAN SAWCUT & REMOVE PAVEMENT TO NEAREST JOINT. PROTECT EX PAVEMENT. PROTECT EX PAVEMENT. PROTECT EX PAVEMENT, BENCHES, BIKERACK, & STATUE. PROTECT EX PAVEMENT. PROTECT EX HYDRANT. REMOVE EX STOOP. GAS LINE TO BE RELOCATED (REF. MECH. ) TREE PROTECTION, TYP. TREE PROTECTION, TYP. SE UNIVERSITY AVE DEMO NOTES: 1.SAWCUT & REMOVE ALL PAVEMENT TO FULL DEPTH OF SLAB. 2.PROTECT ALL TREES NOT CALLED OUT FOR REMOVAL WITH ORANGE CONSTRUCTION FENCE AT THE DRIP LINE. DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s DI S T R I C T O F F I C E A D D I T I O N & R E N O V A T I O N WA U K E E C S D WA U K E E , I A 1018C04 JANUARY 2026 35 0 1 1 0 4 t h S t r e e t , U r b a n d a l e , I A 5 0 3 2 2 P h : 5 1 5 - 2 7 6 - 0 4 6 7 BI S H O P E N G I N E E R I N G + 1ST CITY SUBMITTAL: 2-3-2026 2ND CITY SUBMITTAL: 2-25-2026 3RD CITY SUBMITTAL: 3-11-2026 GRAPHIC SCALE 030 15 30 60 L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 5 2 4 W A U K E E A D M I N E X P A N S I O N \ D W G \ C - 1 0 0 D E M O . D W G 3/ 1 1 / 2 0 2 6 6 : 3 9 : 0 2 P M C-101 DEMO PLAN X X X X X X X EX INTAKE RIM=1032.61 FL(N 18" RCP)=1029.51 FO TS ELEC F/O ELEC F/O GV 4" TREE 4" TREE 2" TREE 3" TREE 4" TREE 2" TREE EMFOFOFO FO FOFO FO FO T T T F/O T TV D S EX SAN MH RIM=1025.56 INV(E 8"PVC)= 1011.70 INV(SW 8"PVC)=1011.66 F/O FO T F/O EFO T FO F/O T F/O FO E T F/O FO E FO F/O T E F/OT COWV H Y D E CO S D EX STORM MH RIM=1032.18 FL(N 8" NYLO)=1027.38 FL(S 12" RCP)=1027.36 FL(W 12" RCP)=1027.32 WV WV H Y D F/O ICV FF=1034.27 EMTV CO CO CO TS D EX STORM MH RIM=1035.88 FL(S 18" RCP)=1029.50 FL(W 18" RCP)=1029.48 TS EX INTAKE T/C=1034.66 RIM=1033.99 FL(N 15" RCP)=1029.49 D EX STORM MH RIM=1034.70 FL(E 15" RCP)=1029.38 D EX STORM MH RIM=1033.61 FL(W 15" RCP)=1028.60 FL(E 24" RCP)=1028.49 EX INTAKE T/C=1033.15 RIM=1032.46 EX INTAKE T/C=1033.20 RIM=1032.46 EX INTAKE T/C=1033.83 RIM=1033.06 S EX SAN MH RIM=1031.70 INV(S 8"PVC)=1018.62 D EX STORM MH RIM=1031.54 FL(S 8" NYLO)=1027.99 WV S F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/E U/E U/E U/ E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E ST 15"ST 15"ST 15"ST 15"ST 15"ST 15" ST 15 " ST 24"ST 24" ST 18"ST 18" ST 8" ST 8" ST 15" ST 15" ST 15" ST 15" SA N 8" SA N 8" SA N 8" SAN 8" SAN 8" SAN 8" S D D D S S ST 12" 1025 1030 1035 1024 1026 1027 1028 1029 103 1 1032 1033 1034 102 5 1030 1035 102 4 102 6102 7 102 8 102 9 1031 1032 1033 1034 1036 1025 1030 1035 1024 1026 1027 1028 1029 1031 1032 1033 1034 1030 1030 10271027 1028 1028 1029 1029 1031 1032 1030 1031 1032 1033 1033 1033 1025 1024 1026 1027 1028 10 2 5 10 2 4 10 2 6 10 2 7 1027 10251024 1026 1027 1028 102 5102 4 102 6 102 7 102 8 10 2 9 102 5 102 4 102 6 1027 1028 1025 1030 103 5 1024 1026 1027 1028 1029 1031 1032 1033 103 4 1036 10 2 5 10 2 4 10 2 6 10 2 6 10 2 6 102 5 1025 1024 1024 SAN 8" SAN 8" 10 2 5 10 2 4 10 2 6 10 2 7 1025102410261027 10 2 5 103 0 10 2 4 10 2 6 10 2 7 10 2 8 10 2 9 10 3 1 1030 102 7 102 7 1028 102 8 102 9 1031 1032 1025 1023 1023 1024 1024 1024 1026 F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O 1025 1030 1023 1024 1026 1027 1028 1029 1031 10 3 2 103 3 10 3 3 10 3 4 10 3 4 1034103 4 10 3 4 10 3 4 F/O F/O F/O F/O F/O F/O 8" SAN 8" SAN 8" ST 24 " ST8" ST 36 " SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" APPROX. LOCATION PER CITY OF WAUKEE MAP D ST 18" ST 18" ST 18" D ST 24" G 2" G2" G 2" G 2" G 2" G 2" G 2" G 2" G2" APPROX. LOCATION PER CITY OF WAUKEE MAP F/O F/O F/O F/O F/O F/O APPROX. LOCATION PER CITY OF WAUKEE MAP EX LOCATION PER CITY OF WAUKEE G 2" G 2" EX 4' CHAIN LINK FENCE EX 4' CHAIN LINK FENCE EX 4' CHAIN LINK FENCE EX LOCATION PER SEGRA W8" W8"W W8" W8" W8" W8" W8" W8" W W W W W W8" W8" W8" W8" W8" W8" W8" W8" W8" W W W W W W W W W G2" G2" G2" G2" G2" G 2" G 2" G 2" G 2" G 2" G2" G2" G2" F/O F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/O F/ O F/ O F/ O F/ O F/ O F/ O APPROX. LOCATION PER MIDAMERICAN MAP APPROX. LOCATION PER MIDAMERICAN MAP APPROX. LOCATION PER MIDAMERICAN MAP LOT 95 LOT 96 LOT 97 LOT 98 LOT 99 LOT 100 LOT 101 LOT 102 LOT 103 LOT 104 LOT 105 LOT 106 LOT 107 LOT 1 EX WET POND 100-YR ELEV=1025.38 PER PREVIOUS REPORT BISHOP PN 180168 EX CONCRETE 103 4 103 3 1034 10 3 4 1035 1035 1034 1034 1033 1032 1027 102 7 10251024 1024 EX OLD GRAIN SILO FOUNDATIONS (TYP) GROVE OF TREE STUMPS S S EX SAN MH RIM=1034.54 INV(E 24"RCP)=1013.62 INV(W 24"RCP)=1013.29 10 3 2 10 3 2 10 3 3 103 2 1034 10 3 4 1033 SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24" SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24" SAN 24"SAN 24"SAN 24" 1035 EX DETECTABLE WARNING (TYP) LOT 2 EX DETENTION EASEMENT BOOK 2020 PAGE 29359 F/ O U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E G 4"G 4"G 4"G 4"G 4"G 4" G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4" G 4"F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O GV EX INTAKE RIM=1023.94 EX ELECTRIC EASEMENT BOOK 2019 PAGE 17922 EX STORM SEWER AND DRAINAGE EASEMENT INST # 2024-10950 GM YA DR G G U/EU/E F/O F/O F/O FF=1034.25 FF=1034.31 TS ICV TVEME TS F/O F/O F/O F/O U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/EF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O O/E EX 10' P.U.E. BOOK 2002 PAGE 15792 10 3 2 W8" W 8" W 8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" D 10' P.U.E. 10' P . U . E . 70' ROW S PUBLIC WATER MAIN EASEMENT HYD HY D D 10 ' P . U . E . PUBLIC STORM SEWER EASEMENT STORM SEWER EASEMENT HY D 20'X30' ELECTRIC EASEMENT 30' SA N I T A R Y SEWE R E A S E M E N T D 10 ' P . U . E . CO CO CO CO WV WV 10' P. U . E . (F O R M E R L O T L I N E S 0 0 ° 0 7 ' 2 0 " W , 3 0 0 . 0 1 ' ) (S 0 0 ° 0 7 ' 2 0 " W , 4 0 0 . 0 1 ' ) 20' ELECTRIC EASEMENT 100-YR PONDING ELEVATION=1029.99 100-YR PONDING ELEVATION=1029.91 OVERFLOW ROUTE CULVERT OVERFLOWS AT 1030.85 TO STRUCTURE #2 STRUCTURE #2 OVERFLOWS AT 1030.15 TO STRUCTURE #3 STRUCTURE #3 OVERFLOWS AT 1030.98 TO POND S 30' LANDSCAPE BUFFER EASEMENT X X X X X X X EX INTAKE RIM=1032.61 FL(N 18" RCP)=1029.51 FO TS ELEC F/O ELEC F/O GV 4" TREE 4" TREE 2" TREE 3" TREE 4" TREE 2" TREE EMFOFOFO FO FOFO FO FO T T T F/O T TV D S EX SAN MH RIM=1025.56 INV(E 8"PVC)= 1011.70 INV(SW 8"PVC)=1011.66 F/O FO T F/O EFO T FO F/O T F/O FO E T F/O FO E FO F/O T E F/OT COWV H Y D E CO S D EX STORM MH RIM=1032.18 FL(N 8" NYLO)=1027.38 FL(S 12" RCP)=1027.36 FL(W 12" RCP)=1027.32 WV WV H Y D F/O ICV FF=1034.27 EMTV CO CO CO TS D EX STORM MH RIM=1035.88 FL(S 18" RCP)=1029.50 FL(W 18" RCP)=1029.48 TS EX INTAKE T/C=1034.66 RIM=1033.99 FL(N 15" RCP)=1029.49 D EX STORM MH RIM=1034.70 FL(E 15" RCP)=1029.38 D EX STORM MH RIM=1033.61 FL(W 15" RCP)=1028.60 FL(E 24" RCP)=1028.49 EX INTAKE T/C=1033.15 RIM=1032.46 EX INTAKE T/C=1033.20 RIM=1032.46 EX INTAKE T/C=1033.83 RIM=1033.06 S EX SAN MH RIM=1031.70 INV(S 8"PVC)=1018.62 D EX STORM MH RIM=1031.54 FL(S 8" NYLO)=1027.99 WV S F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/E U/E U/E U/ E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E ST 15"ST 15"ST 15"ST 15"ST 15"ST 15" ST 15 " ST 24"ST 24" ST 18"ST 18" ST 8" ST 8" ST 15" ST 15" ST 15" ST 15" SA N 8" SA N 8" SA N 8" SAN 8" SAN 8" SAN 8" S D D D S S ST 12" 1025 1030 1035 1024 1026 1027 1028 1029 103 1 1032 1033 1034 102 5 1030 1035 102 4 102 6102 7 102 8 102 9 1031 1032 1033 1034 1036 1025 1030 1035 1024 1026 1027 1028 1029 1031 1032 1033 1034 1030 1030 10271027 1028 1028 1029 1029 1031 1032 1030 1031 1032 1033 1033 1033 1025 1024 1026 1027 1028 10 2 5 10 2 4 10 2 6 10 2 7 1027 10251024 1026 1027 1028 102 5102 4 102 6 102 7 102 8 10 2 9 102 5 102 4 102 6 1027 1028 1025 1030 103 5 1024 1026 1027 1028 1029 1031 1032 1033 103 4 1036 10 2 5 10 2 4 10 2 6 10 2 6 10 2 6 102 5 1025 1024 1024 SAN 8" SAN 8" 10 2 5 10 2 4 10 2 6 10 2 7 1025102410261027 10 2 5 103 0 10 2 4 10 2 6 10 2 7 10 2 8 10 2 9 10 3 1 1030 102 7 102 7 1028 102 8 102 9 1031 1032 1025 1023 1023 1024 1024 1024 1026 F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O 1025 1030 1023 1024 1026 1027 1028 1029 1031 10 3 2 103 3 10 3 3 10 3 4 10 3 4 1034103 4 10 3 4 10 3 4 F/O F/O F/O F/O F/O F/O 8" SAN 8" SAN 8" ST 24 " ST8" ST 36 " SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" APPROX. LOCATION PER CITY OF WAUKEE MAP D ST 18" ST 18" ST 18" D ST 24" G 2" G2" G 2" G 2" G 2" G 2" G 2" G 2" G2" APPROX. LOCATION PER CITY OF WAUKEE MAP F/O F/O F/O F/O F/O F/O APPROX. LOCATION PER CITY OF WAUKEE MAP EX LOCATION PER CITY OF WAUKEE G 2" G 2" EX 4' CHAIN LINK FENCE EX 4' CHAIN LINK FENCE EX 4' CHAIN LINK FENCE EX LOCATION PER SEGRA W8" W8"W W8" W8" W8" W8" W8" W8" W W W W W W8" W8" W8" W8" W8" W8" W8" W8" W8" W W W W W W W W W G2" G2" G2" G2" G2" G 2" G 2" G 2" G 2" G 2" G2" G2" G2" F/O F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/O F/ O F/ O F/ O F/ O F/ O F/ O APPROX. LOCATION PER MIDAMERICAN MAP APPROX. LOCATION PER MIDAMERICAN MAP APPROX. LOCATION PER MIDAMERICAN MAP LOT 95 LOT 96 LOT 97 LOT 98 LOT 99 LOT 100 LOT 101 LOT 102 LOT 103 LOT 104 LOT 105 LOT 106 LOT 107 LOT 1 EX WET POND 100-YR ELEV=1025.38 PER PREVIOUS REPORT BISHOP PN 180168 EX CONCRETE 103 4 103 3 1034 10 3 4 1035 1035 1034 1034 1033 1032 1027 102 7 10251024 1024 EX OLD GRAIN SILO FOUNDATIONS (TYP) GROVE OF TREE STUMPS S S EX SAN MH RIM=1034.54 INV(E 24"RCP)=1013.62 INV(W 24"RCP)=1013.29 10 3 2 10 3 2 10 3 3 103 2 1034 10 3 4 1033 SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24" SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24" SAN 24"SAN 24"SAN 24" 1035 EX DETECTABLE WARNING (TYP) LOT 2 EX DETENTION EASEMENT BOOK 2020 PAGE 29359 F/ O U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E G 4"G 4"G 4"G 4"G 4"G 4" G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4" G 4"F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O GV EX INTAKE RIM=1023.94 EX ELECTRIC EASEMENT BOOK 2019 PAGE 17922 EX STORM SEWER AND DRAINAGE EASEMENT INST # 2024-10950 GM YA DR G G U/EU/E F/O F/O F/O FF=1034.25 FF=1034.31 TS ICV TVEME TS F/O F/O F/O F/O U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/EF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O O/E EX 10' P.U.E. BOOK 2002 PAGE 15792 10 3 2 CLEAN SAWCUT & REMOVE EX PAVEMENT TO NEAREST JOINT. REMOVE EX GRAIN SILO FOUNDATION. REMOVE ALL EX TREE STUMPS WITHIN HIGHLIGHTED AREA. REMOVE EX TREES. REMOVE EX STOOP. REMOVE EX STOOP. REMOVE ALL EX ROCK & GRASS ALONG POND EDGE IN HIGHLIGHTED AREA. EX UNDERGROUND ELECTRIC LINE TO BE RELOCATED. CONTRACTOR TO VERIFY W/ OWNER & PROVIDER NEW LOCATION. EX FIBER OPTIC LINE TO BE RELOCATED. CONTRACTOR TO VERIFY W/ OWNER & PROVIDER NEW LOCATION. SE P A R K V I E W C R O S S I N G D R I V E SE UNIVERSITY AVE PROTECT EX BUILDING. MA T C H L I N E MA T C H L I N E REMOVE EX STOOP. GAS LINE TO BE RELOCATED (REF. MECH. ) 2' BY OTHERS BY OTHERS DEMO NOTES: 1.SAWCUT & REMOVE ALL PAVEMENT TO FULL DEPTH OF SLAB. 2.PROTECT ALL TREES NOT CALLED OUT FOR REMOVAL WITH ORANGE CONSTRUCTION FENCE AT THE DRIP LINE. DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s DI S T R I C T O F F I C E A D D I T I O N & R E N O V A T I O N WA U K E E C S D WA U K E E , I A 1018C04 JANUARY 2026 35 0 1 1 0 4 t h S t r e e t , U r b a n d a l e , I A 5 0 3 2 2 P h : 5 1 5 - 2 7 6 - 0 4 6 7 BI S H O P E N G I N E E R I N G + 1ST CITY SUBMITTAL: 2-3-2026 2ND CITY SUBMITTAL: 2-25-2026 3RD CITY SUBMITTAL: 3-11-2026 GRAPHIC SCALE 030 15 30 60 L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 5 2 4 W A U K E E A D M I N E X P A N S I O N \ D W G \ C - 1 0 0 D E M O . D W G 3/ 1 1 / 2 0 2 6 6 : 3 9 : 0 7 P M C-102 DEMO PLAN X X X X X FO TS ELEC F/O ELEC F/O GV EM FOFOFO FO FOFO FO FO TTT F/O T TV D S F/O S FO T F/O EFOT FO F/O T F/OFO E T F/O FO E FO F/O T E F/OT COWV E CO D WV H F/O FF=1034.27 EMTVCO CO CO TS D TS D D S D WV S F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OU/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/E U/E U/ E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E ST 15"ST 15"ST 15"ST 15"ST 15" ST 15 " ST 24" ST 24"ST 18"ST 18" ST 8" ST 15" ST 15" ST 15" SA N 8" SAN 8" SAN 8" S D SAN 8"SAN 8" SAN 8" SAN 8" S S S ST 12" SAN 8" F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O SAN 8" SAN 8" SAN 8" ST 24 " D ST8" D ST 36" SAN 8" SAN 8" SAN 8" D ST 18" ST 18" ST 18" D D ST24" ST24" ST 30" G 2"G 2" G2" G 2" G 2" G 2" G 2" G2" G 2" G 2" G 2"G2" G2" G G D ST 8" F/O F/O F/O F/O G 2" G 2" W12"W12"W12"W12" W12" W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12" W8"W8"W8" W8" W8" W8" W8" W W W W W W W W W W W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W G2" G2" G2" G2" G2" G2" G 2" G 2" G 2" G2" G2" G2" F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/O F/O 1345 SE FLORENCE DRIVE WAUKEE, IA 50263 EX BUILDING 1335 SE FLORENCE DRIVE EX BUILDING 560 SE UNIVERSITY AVE ST 18"DD H Y D SSSAN24"SAN 24"SAN 24"SAN 24"SAN 24" SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24" SAN 12" EX DETENTION EASEMENT BOOK 2020 PAGE 29359 EX 10' P.U . E . BOOK 200 2 P A G E 1 5 7 9 2 EX 1 0 ' P . U . E . BO O K 2 0 0 2 P A G E 1 5 7 9 2 U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E G 4"G 4"G 4"G 4" G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O GV EX STORM SEWER AND DRAINAGE EASEMENT INST#2024-10949 EX ELECTRIC EASEMENT BOOK 2019 PAGE 17922 EX STORM SEWER AND DRAINAGE EASEMENT INST # 2024-10950 EX 50' STORM SEWER & SURFACE FLOWAGE EASEMENT BOOK 1999 PAGE 6512 EX 1 0 ' P . U . E . BO O K 2 0 0 2 P A G E 1 5 7 9 2 TS TSFO TS G G G G U/E U/E U/E U/E U/E U/E U/E U/E F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/OF/O F/O F/O F/O F/O FF = 1 0 3 4 . 3 0 CO ICV FF = 1 0 3 4 . 2 6 FF = 1 0 3 4 . 3 2 FF=1034.28 FF=1034.28 FF=1034.25 FF=1034.31 S S D D D TS TS EM D CO WSOWV WV ICV E F/O FO WV H Y D ICV F/O F/O ICV ICV TVEME ICV ICV F/O TS F/O WV WV WV H Y D F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O U/E U/E U/E U/E U/E U/E U/E U/E U/E U/EF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O ST 12"ST 12" ST ST ST 15" SA N 8" ST 15 "SAN 8" SAN 8" W SAN 6" W W W W W W8" W8" O/E O/E O/E O/E O/E SAN ST 15 " ST 24"ST 24"ST 24"ST15" U/E U/E U/E U/E U/E U/E U/ E U/ E U/ E U/E U/E G 2" G 2" G 2" EX SAN SEWER EASEMENT BOOK 2002 PAGE 15792 EX 10' P.U.E. BOOK 2002 PAGE 15792 EX BUILDING 550 SE UNIVERSITY AVE D W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" D S HY D HY D D HYD D CO CO CO CO WV WV WV S X X X X X FO TS ELEC F/O ELEC F/O GV EM FOFOFO FO FOFO FO FO TTT F/O T TV D S F/O S FO T F/O EFOT FO F/O T F/OFO E T F/O FO E FO F/O T E F/OT COWV E CO D WV H F/O FF=1034.27 EMTVCO CO CO TS D TS D D S D WV S F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OU/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/E U/E U/ E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E ST 15"ST 15"ST 15"ST 15"ST 15" ST 15 " ST 24" ST 24"ST 18"ST 18" ST 8" ST 15" ST 15" ST 15" SA N 8" SAN 8" SAN 8" S D SAN 8"SAN 8" SAN 8" SAN 8" S S S ST 12" SAN 8" F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O SAN 8" SAN 8" SAN 8" ST 24 " D ST8" D ST 36" SAN 8" SAN 8" SAN 8" D ST 18" ST 18" ST 18" D D ST24" ST24" ST 30" G 2"G 2" G2" G 2" G 2" G 2" G 2" G2" G 2" G 2" G 2"G2" G2" G G D ST 8" F/O F/O F/O F/O G 2" G 2" W12"W12"W12"W12" W12" W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12" W8"W8"W8" W8" W8" W8" W8" W W W W W W W W W W W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W G2" G2" G2" G2" G2" G2" G 2" G 2" G 2" G2" G2" G2" F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/O F/O 1345 SE FLORENCE DRIVE WAUKEE, IA 50263 EX BUILDING 1335 SE FLORENCE DRIVE EX BUILDING 560 SE UNIVERSITY AVE ST 18"DD H Y D SSSAN24"SAN 24"SAN 24"SAN 24"SAN 24" SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24" SAN 12" EX DETENTION EASEMENT BOOK 2020 PAGE 29359 EX 10' P.U . E . BOOK 200 2 P A G E 1 5 7 9 2 EX 1 0 ' P . U . E . BO O K 2 0 0 2 P A G E 1 5 7 9 2 U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E G 4"G 4"G 4"G 4" G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O GV EX STORM SEWER AND DRAINAGE EASEMENT INST#2024-10949 EX ELECTRIC EASEMENT BOOK 2019 PAGE 17922 EX STORM SEWER AND DRAINAGE EASEMENT INST # 2024-10950 EX 50' STORM SEWER & SURFACE FLOWAGE EASEMENT BOOK 1999 PAGE 6512 EX 1 0 ' P . U . E . BO O K 2 0 0 2 P A G E 1 5 7 9 2 TS TSFO TS G G G G U/E U/E U/E U/E U/E U/E U/E U/E F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/OF/O F/O F/O F/O F/O FF = 1 0 3 4 . 3 0 CO ICV FF = 1 0 3 4 . 2 6 FF = 1 0 3 4 . 3 2 FF=1034.28 FF=1034.28 FF=1034.25 FF=1034.31 S S D D D TS TS EM D CO WSOWV WV ICV E F/O FO WV H Y D ICV F/O F/O ICV ICV TVEME ICV ICV F/O TS F/O WV WV WV H Y D F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O U/E U/E U/E U/E U/E U/E U/E U/E U/E U/EF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O ST 12"ST 12" ST ST ST 15" SA N 8" ST 15 "SAN 8" SAN 8" W SAN 6" W W W W W W8" W8" O/E O/E O/E O/E O/E SAN ST 15 " ST 24"ST 24"ST 24"ST15" U/E U/E U/E U/E U/E U/E U/ E U/ E U/ E U/E U/E G 2" G 2" G 2" EX SAN SEWER EASEMENT BOOK 2002 PAGE 15792 EX 10' P.U.E. BOOK 2002 PAGE 15792 EX BUILDING 550 SE UNIVERSITY AVE S U/E U/E U/E U/E U/E U/E U/E D MB CO CO CO CO CO CO CO CO CO CO CO CO CO D W6" W6" W6" HYD TRASH ENCLOSURE (REF. ARCH.) PROPOSED BUILDING ADDITION 28,230 SF FFE=1034.30± SE P A R K V I E W C R O S S I N G D R I V E FL O R E N C E D R I V E SHEET C-202SHEET C-201 MA T C H L I N E MA T C H L I N E SE UNIVERSITY AVE LOT 1 500,394 SF 11.49 AC DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s DI S T R I C T O F F I C E A D D I T I O N & R E N O V A T I O N WA U K E E C S D WA U K E E , I A 1018C04 JANUARY 2026 35 0 1 1 0 4 t h S t r e e t , U r b a n d a l e , I A 5 0 3 2 2 P h : 5 1 5 - 2 7 6 - 0 4 6 7 BI S H O P E N G I N E E R I N G + 1ST CITY SUBMITTAL: 2-3-2026 2ND CITY SUBMITTAL: 2-25-2026 3RD CITY SUBMITTAL: 3-11-2026 L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 5 2 4 W A U K E E A D M I N E X P A N S I O N \ D W G \ C - 2 0 0 L A Y O U T . D W G 3/ 1 1 / 2 0 2 6 7 : 3 4 : 5 6 P M GRAPHIC SCALE 040 20 40 80 C-200 OVERALL LAYOUT PLAN LANDSCAPE BUFFER NOTES: 1.LANDSCAPE BUFFER PLANTING REQUIREMENTS TO BE PROVIDED OUTSIDE OF BUFFER AREA. EMFOFOFO F/O FF=1034.27 EMTV CO CO CO TS F/O F/O U/ E U/ E U/ E U/ E U/ E U/ E ST 24"ST 18"ST 18" G 2" G 2" G2" ST 8" F/O W W F/ O F/ O F/O F/O F/O EX BUILDING 1335 SE FLORENCE DRIVE EX BUILDING 560 SE UNIVERSITY AVE EX 10' P.U . E . BOOK 200 2 P A G E 1 5 7 9 2 EX 1 0 ' P . U . E . BO O K 2 0 0 2 P A G E 1 5 7 9 2 EX SIDEWALK U/E U/E G 4" F/O EX STORM SEWER AND DRAINAGE EASEMENT INST#2024-10949 EX ELECTRIC EASEMENT BOOK 2019 PAGE 17922 G G G G G U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E F/ O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/O FF = 1 0 3 4 . 3 0 CO ICV FF = 1 0 3 4 . 2 6 FF = 1 0 3 4 . 3 2 FF=1034.28 FF=1034.28 FF=1034.25 FF=1034.31 S S D D D TS TS EM D CO WSOWV ICV E F/O FO WV H Y D ICV F/O F/O ICV ICV TVEME ICV ICV F/O TS F/O WV WV WV H Y D F/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O EX 'WAUKEE SCHOOLS' SIGN EX 'W' STATUE ST 12"ST 12"ST 12" ST ST ST 15" SA N 8" SA N 8" ST 15 " SAN 8" SAN 8" SAN 8" W EX DIRECTIONAL SIGNAGEEX DIRECTIONAL SIGNAGE EX BIKERACK EX FLAGPOLE (TYP) SAN 6" W W W W W W WW W8" W8" W8" W8" O/E O/E O/E O/E O/E O/E O/E EX BENCH EX BENCH SAN ST 15 " ST 24"ST 24"ST 24"ST 24" ST15" U/E U/E U/E U/E U/E U/E U/E U/E U/ E U/ E U/E U/E U/E U/E G 2" G 2" G 2" G 2" EX SAN SEWER EASEMENT BOOK 2002 PAGE 15792 EX 10' P.U.E. BOOK 2002 PAGE 15792 EX BUILDING 550 SE UNIVERSITY AVE 10 ' P . U . E . 30 ' L A N D S C A P E BU F F E R E A S E M E N T 20' ELECTRIC EASEMENT EMFOFOFO F/O FF=1034.27 EMTV CO CO CO TS F/O F/O U/ E U/ E U/ E U/ E U/ E U/ E ST 24"ST 18"ST 18" G 2" G 2" G2" ST 8" F/O W W F/ O F/ O F/O F/O F/O EX BUILDING 1335 SE FLORENCE DRIVE EX BUILDING 560 SE UNIVERSITY AVE EX 10' P.U . E . BOOK 200 2 P A G E 1 5 7 9 2 EX 1 0 ' P . U . E . BO O K 2 0 0 2 P A G E 1 5 7 9 2 EX SIDEWALK U/E U/E G 4" F/O EX STORM SEWER AND DRAINAGE EASEMENT INST#2024-10949 EX ELECTRIC EASEMENT BOOK 2019 PAGE 17922 G G G G G U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E F/ O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/O FF = 1 0 3 4 . 3 0 CO ICV FF = 1 0 3 4 . 2 6 FF = 1 0 3 4 . 3 2 FF=1034.28 FF=1034.28 FF=1034.25 FF=1034.31 S S D D D TS TS EM D CO WSOWV ICV E F/O FO WV H Y D ICV F/O F/O ICV ICV TVEME ICV ICV F/O TS F/O WV WV WV H Y D F/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O EX 'WAUKEE SCHOOLS' SIGN EX 'W' STATUE ST 12"ST 12"ST 12" ST ST ST 15" SA N 8" SA N 8" ST 15 " SAN 8" SAN 8" SAN 8" W EX DIRECTIONAL SIGNAGEEX DIRECTIONAL SIGNAGE EX BIKERACK EX FLAGPOLE (TYP) SAN 6" W W W W W W WW W8" W8" W8" W8" O/E O/E O/E O/E O/E O/E O/E EX BENCH EX BENCH SAN ST 15 " ST 24"ST 24"ST 24"ST 24" ST15" U/E U/E U/E U/E U/E U/E U/E U/E U/ E U/ E U/E U/E U/E U/E G 2" G 2" G 2" G 2" EX SAN SEWER EASEMENT BOOK 2002 PAGE 15792 EX 10' P.U.E. BOOK 2002 PAGE 15792 EX BUILDING 550 SE UNIVERSITY AVE R29'R34' R3 9 ' 15 15 11 15 9 10 17 R15 ' R15' R39 ' R4. 5 ' R4. 5 ' R4. 5 ' R4. 5 ' R3' R15' R15 ' R1 5 ' R5 0 ' R5 0 ' R5 0 ' R47 ' R8' R3' R9' R1' R3' R4 1 ' R1 6 . 1 ' D STRUCTURAL STOOP (REF. ARCH.) BOLLARD W/ VAN ACCESSIBLE HC SIGN (SEE DETAIL 16/C-601) BOLLARD W/ HC SIGN (SEE DETAIL 16/C-601) PAVEMENT TYPE 2 (SEE DETAIL 2/C-601) PAVEMENT TYPE 2 (SEE DETAIL 2/C-601) PAVEMENT TYPE 3 (SEE DETAIL 3/C-601) TURNED DOWN WALK (SEE DETAIL 4/C-601) TURNED DOWN WALK (SEE DETAIL 4/C-601) 6" CURB, TYP. 6" CURB, TYP. 6" CURB, TYP. PAVEMENT TYPE 2 (SEE DETAIL 2/C-601) TIE SIDEWALK TO EXISTING STOOP (SEE DETAIL 12/C-601) 4" WIDE WHITE STRIPE, TYP. 4" WIDE WHITE STRIPE, TYP. PAVEMENT TRANSITION LINE, TYP. SIDEWALK TO STRUCTURAL STOOP TRANSITION (SEE DETAIL 5/C-601 ) 6" CURB, TYP. SIDEWALK TO STRUCTURAL STOOP TRANSITION (SEE DETAIL 5/C-601 ) PAVEMENT TYPE 1 (SEE DETAIL 1/C-601) PAVEMENT TYPE 1 (SEE DETAIL 1/C-601) PAVEMENT TYPE 1 (SEE DETAIL 1/C-601) 92 PARKING STALLS 5" PCC WALK (SEE DETAIL 6/C-601) MB REINSTALL SALVAGED MAILBOX (COORDINATE W/ OWNER 8'5'8'8'8'8' 8' 17 ' 24 ' 5' 17 ' 24 ' 17 ' 30 ' 9' 9' 9'9' 24' 26 ' 8' 24 ' 17 ' 24 ' 17 ' 9' 17 ' 24 ' 17 ' 9' 9' 4' STRUCTURAL STOOP (REF. ARCH.) CO CO CO COEND 6" SLOPED CURB BEGIN 6" SLOPED CURB (SEE DETAIL 7/C-601)END 6" SLOPED CURB BEGIN 6" SLOPED CURB (SEE DETAIL 7/C-601) END 6" SLOPED CURB BEGIN 6" SLOPED CURB (SEE DETAIL 7/C-601) TRANSITION TO STANDARD 6" CURB OVER 5' TRANSITION TO STANDARD 6" CURB OVER 5' R15' R8' R46' 7' 12 8 . 5 4 ' 13.69' 16.00' 12.00' 14.64' 10 . 3 7 ' TRASH ENCLOSURE (REF. ARCH.) 13.00' FL O R E N C E DR I V E MA T C H L I N E MA T C H L I N E LOT 2 SE UNIVERSITY AVE DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s DI S T R I C T O F F I C E A D D I T I O N & R E N O V A T I O N WA U K E E C S D WA U K E E , I A 1018C04 JANUARY 2026 35 0 1 1 0 4 t h S t r e e t , U r b a n d a l e , I A 5 0 3 2 2 P h : 5 1 5 - 2 7 6 - 0 4 6 7 BI S H O P E N G I N E E R I N G + 1ST CITY SUBMITTAL: 2-3-2026 2ND CITY SUBMITTAL: 2-25-2026 3RD CITY SUBMITTAL: 3-11-2026 L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 5 2 4 W A U K E E A D M I N E X P A N S I O N \ D W G \ C - 2 0 0 L A Y O U T . D W G 3/ 1 1 / 2 0 2 6 7 : 3 5 : 0 1 P M GRAPHIC SCALE 030 15 30 60 C-201 LAYOUT PLAN X X X X X X X FO TS ELEC F/O ELEC F/O GV EMFOFOFO FO FOFO FO FO T T T F/O T TV S FO T F/O EFO T FO F/O T F/O FO E T F/O FO E FO F/O T E F/OT COWV E CO D F/O FF=1034.27 EMTV CO CO CO TS D TS D D D WV F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/E U/E U/E U/ E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E ST 15"ST 15"ST 15"ST 15"ST 15"ST 15" ST 15 " ST ST 18"ST 18" ST 8" ST 8" ST 15" ST 15" ST 15" SAN 8" SAN 8" S D S ST 12" SAN 8" SAN 8" F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O SAN 8" SAN 8" 24 " ST 36 " SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" D ST 18" ST 18" ST 18" D G 2" G2" G 2" G 2" G 2" G 2" G 2" G 2" G2" G 2" F/O F/O F/O F/O F/O F/O G 2" G 2" EX 4' CHAIN LINK FENCE EX 4' CHAIN LINK FENCE EX 4' CHAIN LINK FENCE W12"W12"W12"W12" W8" W8" W W8" W8" W8" W8" W8" W8" W8" W8" W W W W W W W W G2" G2" G2" G2" G 2" G 2" G 2" G 2" G2" G2" G2" F/O F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/O LOT 95 OWNER: CLARIFIED MANAGEMENT LLC ZONED: R-2 LOT 96 OWNER: BRIAN WORTHINGTON LOT 97 LOT 98 OWNER: AMARANTH NIDAMANURI ZONED: R-2 LOT 99 OWNER: SHANE MCCARTY ZONED: R-2 LOT 100 OWNER: NIRANJAN SANAGARI ZONED: R-2 LOT 101 OWNER: STEPHANIE GIFFORD ZONED: R-2 LOT 102 OWNER: CLARIFIED MANAGEMENT LLC ZONED: R-2 LOT 103 OWNER: MUMAIR HATIMI ZONED: R-2 LOT 104 OWNER: DILIP JAYAVANT ZONED: R-2 LOT 105 OWNER: SHAWNA OPHEIM ZONED: R-2 LOT 106 OWNER: RANDALL WOODBECK ZONED: R-2 LOT 107 OWNER: GABRIEL ASTUDILLO ZONED: R-2 EX WET POND 100-YR ELEV=1025.38 PER PREVIOUS REPORT BISHOP PN 180168 EX CONCRETE D H Y D S S SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24" SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24" SAN 24" EX DETECTABLE WARNING (TYP) EX DETENTION EASEMENT BOOK 2020 PAGE 29359 EX SIDEWALK U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E G 4"G 4"G 4"G 4"G 4"G 4" G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4" G 4"F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O GV EX ELECTRIC EASEMENT BOOK 2019 PAGE 17922 EX STORM SEWER AND DRAINAGE EASEMENT INST # 2024-10950 TS TS G G U/E U/EU/E U/E F/O F/O F/O F/O FF=1034.25 FF=1034.31 TS ICV TVEME TS F/O F/O F/O F/O U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/EF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O O/E EX 10' P.U.E. BOOK 2002 PAGE 15792 9 18 13 10 18 8 12 15 30 14 14 14 4 3 R1 0 ' R1 5 ' R5' R15' R5 ' R5' R4.5' R4 . 5 ' R4.5 ' R5' R5 ' R4.5' R4.5 ' R5 ' R15 ' R1 5 ' R5' R4.5' R4.5 ' R4.5 ' R5 ' R15' R15 ' R5' R15' R1 5 ' R5 1 ' R7 5 ' R5 ' R15' R1 5 ' R5' R75 ' R99 ' R5 ' R5' R4 . 5 ' R4.5' R4 . 5 ' D W8" W 8" W 8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" D 10' P.U.E. 10' P . U . E . 70' ROW S PUBLIC WATER MAIN EASEMENT HY D HYD D 10 ' P . U . E . PUBLIC STORM SEWER EASEMENT STORM SEWER EASEMENT HYD 20'X30' ELECTRIC EASEMENT 30' SA N I T A R Y SEWE R E A S E M E N T D 10 ' P . U . E . CO CO CO CO WV WV WV 10' P. U . E . 20' ELECTRIC EASEMENT 30' LANDSCAPE BUFFER EASEMENT X X X X X X X FO TS ELEC F/O ELEC F/O GV EMFOFOFO FO FOFO FO FO T T T F/O T TV S FO T F/O EFO T FO F/O T F/O FO E T F/O FO E FO F/O T E F/OT COWV E CO D F/O FF=1034.27 EMTV CO CO CO TS D TS D D D WV F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/E U/E U/E U/ E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E ST 15"ST 15"ST 15"ST 15"ST 15"ST 15" ST 15 " ST ST 18"ST 18" ST 8" ST 8" ST 15" ST 15" ST 15" SAN 8" SAN 8" S D S ST 12" SAN 8" SAN 8" F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O SAN 8" SAN 8" 24 " ST 36 " SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" D ST 18" ST 18" ST 18" D G 2" G2" G 2" G 2" G 2" G 2" G 2" G 2" G2" G 2" F/O F/O F/O F/O F/O F/O G 2" G 2" EX 4' CHAIN LINK FENCE EX 4' CHAIN LINK FENCE EX 4' CHAIN LINK FENCE W12"W12"W12"W12" W8" W8" W W8" W8" W8" W8" W8" W8" W8" W8" W W W W W W W W G2" G2" G2" G2" G 2" G 2" G 2" G 2" G2" G2" G2" F/O F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/O LOT 95 OWNER: CLARIFIED MANAGEMENT LLC ZONED: R-2 LOT 96 OWNER: BRIAN WORTHINGTON LOT 97 LOT 98 OWNER: AMARANTH NIDAMANURI ZONED: R-2 LOT 99 OWNER: SHANE MCCARTY ZONED: R-2 LOT 100 OWNER: NIRANJAN SANAGARI ZONED: R-2 LOT 101 OWNER: STEPHANIE GIFFORD ZONED: R-2 LOT 102 OWNER: CLARIFIED MANAGEMENT LLC ZONED: R-2 LOT 103 OWNER: MUMAIR HATIMI ZONED: R-2 LOT 104 OWNER: DILIP JAYAVANT ZONED: R-2 LOT 105 OWNER: SHAWNA OPHEIM ZONED: R-2 LOT 106 OWNER: RANDALL WOODBECK ZONED: R-2 LOT 107 OWNER: GABRIEL ASTUDILLO ZONED: R-2 EX WET POND 100-YR ELEV=1025.38 PER PREVIOUS REPORT BISHOP PN 180168 EX CONCRETE D H Y D S S SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24" SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24" SAN 24" EX DETECTABLE WARNING (TYP) EX DETENTION EASEMENT BOOK 2020 PAGE 29359 EX SIDEWALK U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E G 4"G 4"G 4"G 4"G 4"G 4" G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4" G 4"F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O GV EX ELECTRIC EASEMENT BOOK 2019 PAGE 17922 EX STORM SEWER AND DRAINAGE EASEMENT INST # 2024-10950 TS TS G G U/E U/EU/E U/E F/O F/O F/O F/O FF=1034.25 FF=1034.31 TS ICV TVEME TS F/O F/O F/O F/O U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/EF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O O/E EX 10' P.U.E. BOOK 2002 PAGE 15792 R62 ' R67 ' R6 1 ' R6 6 ' R37 ' R42 ' R36 ' R31' R54 ' R4 9 ' R40 ' R45' R35 ' R30 ' R10 ' R50 ' R55 ' R4 9 ' R5 4 ' R58 'R53 ' R1 7 1 ' R1 6 6 ' R9 8 ' R1 0 3 ' R5 3 ' R4 8 ' R29'R34' R53' R58' R2 ' R10' R5' R5' R15 ' R15' R3 9 ' R5 0 0 ' R1 5 ' R15' R39 ' R47 ' R8' R3' S U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E R5 9 ' R6 6 ' ADA RAMP & LANDING, TYP. ADA RAMP & LANDING, TYP. BOLLAR D W / V A N ACCES S I B L E H C S I G N (SEE D E T A I L 1 6 / C - 6 0 1 ) TU R N E D D O W N W A L K (S E E D E T A I L 4 / C - 6 0 1 ) TURNE D D O W N W A L K (SEE D E T A I L 4 / C - 6 0 1 ) STRUCTURAL STOOP (REF. ARCH.) STRUCTURAL STOOP (REF. ARCH.) STRUCTURAL STOOP (REF. ARCH.) SIDEWALK TO STRUCTURAL STOOP TRANSITION (SEE DETAIL 5/C-601 ) SIDEWALK TO STRUCTURAL STOOP TRANSITION (SEE DETAIL 5/C-601 ) SIDEWALK TO STRUCTURAL STOOP TRANSITION (SEE DETAIL 5/C-601 ) 4" WIDE WHITE STRIPE, TYP. 4" WIDE WHITE STRIPE, TYP. 4" WIDE WHITE STRIPE, TYP. STRUCT U R A L STOOP (REF. A R C H . ) 6" PCC WALK (SEE DETAIL 6/C-601) MONUMENT SIGN (REF. ARCH.) PAVEMENT TYPE 1 (SEE DETAIL 1/C-601) PAVEMENT TYPE 2 (SEE DETAIL 2/C-601) PAVEMENT TYPE 2 (SEE DETAIL 2/C-601) PAVEMENT TYPE 1 (SEE DETAIL 1/C-601) PAVEMENT TYPE 2 (SEE DETAIL 2/C-601) BOLLAR D W / H C S I G N (SEE D E T A I L 1 6 / C - 6 0 1 ) BOLLARD W/ HC SIGN (SEE DETAIL 16/C-601) 182 PARKING STALLS 24" WIDE WHITE CROSSWALK BARS, TYP. 6" PCC WALK (SEE DETAIL 6/C-601) ADA RAMP & LANDING, TYP. SIDEWA L K T O S T R U C T U R A L STOOP T R A N S I T I O N (SEE D E T A I L 5 / C - 6 0 1 ) END 6" SLOPED CURB BEGIN 6" SLOPED CURB (SEE DETAIL 7/C-601) END 6" SLOPED CURB BEGIN 6" SLOPED CURB (SEE DETAIL 7/C-601) END 6" SLOPED CURB BEGIN 6" SLOPED CURB (SEE DETAIL 7/C-601) 6" CURB, TYP. 6" CURB, TYP. 6" CURB, TYP. 6" CURB, TYP. 6" CURB, TYP. 6" CURB, TYP.STRUCTURAL STOOP (REF. ARCH.) TRANSITION TO STANDARD 6" CURB OVER 5' BEGIN 6" SLOPED CURB (SEE DETAIL 7/C-601) 6" PCC WALK (SEE DETAIL 6/C-601) 6" PCC WALK (SEE DETAIL 6/C-601) HERRINGBONE STAMPED CONCRETE PAD. 6" PCC WALK (SEE DETAIL 6/C-601) PAVEMENT TYPE 3 (SEE DETAIL 3/C-601) PAVERS (SEE DETAIL 14/C-601) SHADE STRUCTURES (SEE DETAILS/C-506) TURNED DOWN WALK (SEE DETAIL 4/C-601) CURB TO TURNED DOWN WALK TRANSTION (SEE DETAIL 8/C-601) SIDEWALK TO STRUCTURAL STOOP TRANSITION (SEE DETAIL 5/C-601 ) ADA RAMP & LANDING, TYP. SIDEWALK TO STRUCTURAL STOOP TRANSITION (SEE DETAIL 5/C-601 ) 6" PCC WALK (SEE DETAIL 6/C-601) INSTALL 6" CURB & GUTTER SECTION PER CITY OF WAUKEE STANDARDS (SEE STD #23/C-602) 6" PCC TRAIL (SEE DETAIL 6/C-601) 5" PCC WALK (SEE DETAIL 6/C-601) INSTALL DETECTABLE WARNING & CURB RAMP PER CITY OF WAUKEE STANDARDS (SEE STD #47 &#52/C-602) PAVEM E N T T Y P E 1 (SEE D E T A I L 1 / C - 6 0 1 ) PAVEMENT TRANSITION LINE, TYP. PAVEMENT TRANSITION LINE, TYP. 6" PCC WALK (SEE DETAIL 6/C-601) R1 0 0 ' R1 0 5 ' 6" CURB, TYP. 15 ' 8' 17 ' 24 ' 38 ' 24 ' 9' 9' 17 ' 8.5'5'8'8' 8' 8' 8'5'8' 17' 9' 17 ' 24 ' 17 ' 7' 17 ' 24 ' 38 ' 24 ' 17 ' 9' 9' 9' 9' 9' 9' 24' 24' 24 ' 24 ' 24' 24' 8' 8' 5' 24' 9' 17 ' 9' 5' 4' 4' 9' 7' 5' STRUCTURAL STOOP (REF. ARCH.) SIDEWA L K T O S T R U C T U R A L STOOP T R A N S I T I O N (SEE D E T A I L 5 / C - 6 0 1 ) CO CO CO CO 2' 10'4' 10 ' CO CO CO CO CO CO D 5' 5' 5' 5' 15 ' END 6" SLOPED CURB BEGIN 6" SLOPED CURB (SEE DETAIL 7/C-601) END 6" SLOPED CURB END 6" SLOPED CURB W6" W6" W6" W6" W6" HYD R15' R8' R46' 7' R5 2 4 ' HERRINGBONE STAMPED CONCRETE PAD. 12 8 . 5 4 ' 13.69' 16.00' 12.00' 79.74' 71 . 1 3 ' 16.90' 112.62' 18.06' 56 . 6 7 ' 10.00' 1.64' 14.64' 127.09' 9.97' 20.58' 23 . 9 4 ' 9. 5 7 ' 10 . 3 7 ' 80.17' TRASH ENCLOSURE (REF. ARCH.) 5' 13.00' PROPOSED BUILDING ADDITION 28,230 SF FFE=1034.30± SE P A R K V I E W C R O S S I N G D R I V E MA T C H L I N E MA T C H L I N E SE UNIVERSITY AVE LOT 1 500,394 SF 11.49 AC LANDSCAPE BUFFER NOTES: 1.LANDSCAPE BUFFER PLANTING REQUIREMENTS TO BE PROVIDED OUTSIDE OF BUFFER AREA. DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s DI S T R I C T O F F I C E A D D I T I O N & R E N O V A T I O N WA U K E E C S D WA U K E E , I A 1018C04 JANUARY 2026 35 0 1 1 0 4 t h S t r e e t , U r b a n d a l e , I A 5 0 3 2 2 P h : 5 1 5 - 2 7 6 - 0 4 6 7 BI S H O P E N G I N E E R I N G + 1ST CITY SUBMITTAL: 2-3-2026 2ND CITY SUBMITTAL: 2-25-2026 3RD CITY SUBMITTAL: 3-11-2026 L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 5 2 4 W A U K E E A D M I N E X P A N S I O N \ D W G \ C - 2 0 0 L A Y O U T . D W G 3/ 1 1 / 2 0 2 6 7 : 3 5 : 0 7 P M GRAPHIC SCALE 030 15 30 60 C-202 LAYOUT PLAN X X X X X FO TS ELEC F/O ELEC F/O GV EM FOFOFO FO FOFO FO FO TTT F/O T TV D S F/O S FO T F/O EFOT FO F/O T F/OFO E T F/O FO E FO F/O T E F/OT COWV E CO S D WV WV H Y D F/O FF=1034.27 EMTVCO CO CO TS D TS D D S D WV S F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OU/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/E U/E U/ E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E ST 15"ST 15"ST 15"ST 15"ST 15" ST 15 " ST 24"ST 24"ST 24"ST 18"ST 18" ST 8" ST 15" ST 15" ST 15" SA N 8" SAN 8" SAN 8" S D D SAN 8"SAN 8" SAN 8" SAN 8" S S S ST 12" 1025 1030 1035 1024 1026 1027 1028 1029 103 1 1032 1033 1034 102 5 1030 1035 102 4 102 6102 7 102 8 102 9 1031 1032 1033 1034 1036 1025 1030 1035 1024 1026 1027 1028 1029 1031 1032 1033 1034 1030 10271027 1028 1028 1029 1029 1031 1032 1031 1032 1033 1033 1033 1025 1024 1026 1027 1028 10 2 5 10 2 4 10 2 6 10 2 7 1027 102510241026 1027 1028 102 5102 4 102 6 102 7 102 8 10 2 9 102 5 102 4 102 6 1027 1028 1025 1030 103 5 1024 1026 1027 1028 1029 1031 1032 1033 103 4 1036 10 2 5 10 2 4 10 2 6 10 2 6 10 2 6 102 5 1025 1024 1024 SAN 8" 10 2 510 2 4 10 2 6 10 2 7 1025102410261027 10 2 5 103 0 10 2 4 10 2 6 10 2 7 10 2 8 10 2 9 10 3 1 1030 102 7 102 7 1028 102 8 102 9 1031 1032 1025 1023 1023 1024 1024 1024 1026 F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O 10311032 1032 1033 1033 1034 1034 1025 1030 1023 1024 1026 1027 1028 1029 1031 10 3 2 103 3 10 3 3 10 3 4 10 3 4 1034103 4 10 3 4 10 3 4 F/O F/O F/O SAN 8" SAN 8" SAN 8" ST 24 " D ST8" D ST 36" SAN 8" SAN 8" SAN 8" D ST 18" ST 18" ST 18" D D ST24" ST24" ST 30" G 2"G 2" G2" G 2" G 2" G 2" G 2" G2" G 2" G 2" G 2"G 2" G2" G G D ST 8" F/O F/O F/O F/O G 2" G 2" W12"W12"W12"W12" W12" W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12" W8"W8"W8" W8" W8" W8" W W W W W W W W W W W W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W G2" G2" G2" G2" G2" G 2" G 2" G 2" G 2" G2" G2" F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/O F/O 1345 SE FLORENCE DRIVE WAUKEE, IA 50263 EX BUILDING 1335 SE FLORENCE DRIVE EX BUILDING 560 SE UNIVERSITY AVE 103 4 103 3 1034 10 3 4 1035 10351034 1034 1033 1032 1027 102 7 10251024 1024 ST 18"ST 18" DD H Y D SS 10 3 2 10 3 2 103 2 1034 10 3 4 1033 1034 SAN 24"SAN 24"SAN 24"SAN 24"SAN 24" SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24" SAN 12" 1035 EX DETENTION EASEMENT BOOK 2020 PAGE 29359 EX 10' P.U . E . BOOK 200 2 P A G E 1 5 7 9 2 EX 1 0 ' P . U . E . BO O K 2 0 0 2 P A G E 1 5 7 9 2 U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E G 4"G 4"G 4"G 4" G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O GV EX STORM SEWER AND DRAINAGE EASEMENT INST#2024-10949 EX ELECTRIC EASEMENT BOOK 2019 PAGE 17922 EX STORM SEWER AND DRAINAGE EASEMENT INST # 2024-10950 EX 50' STORM SEWER & SURFACE FLOWAGE EASEMENT BOOK 1999 PAGE 6512 EX 1 0 ' P . U . E . BO O K 2 0 0 2 P A G E 1 5 7 9 2 TS TSFO TS 10381037 1037 10 3 7 1037 G G G G U/E U/E U/E U/E U/E U/E U/E U/E F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/OF/O F/O F/O F/O F/O FF = 1 0 3 4 . 3 0 CO ICV FF = 1 0 3 4 . 2 6 FF = 1 0 3 4 . 3 2 FF=1034.28 FF=1034.28 FF=1034.25 FF=1034.31 S S D D D TS TS EM D CO WSOWV WV ICV E F/O FO WV H Y D ICV F/O F/O ICV ICV TV EME ICV ICV F/O TS F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/EF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O ST 12"ST 12" ST ST ST 15" SA N 8" ST 15 "SAN 8" SAN 8" W W W W W W W8" O/E O/E O/E O/E O/E SAN ST 15 " ST 24"ST 24"ST 24"ST15" U/E U/E U/E U/E U/E U/E U/ E U/ E U/E U/E U/E G 2" G 2" G 2" EX SAN SEWER EASEMENT BOOK 2002 PAGE 15792 EX 10' P.U.E. BOOK 2002 PAGE 15792 EX BUILDING 550 SE UNIVERSITY AVE 1031 10 3 0 10 2 8 10 2 9 10311030102910281027 1031 1032 1033 1034 1033 1034 10 3 4 103 3 1031 1030 1031 103 2 10 3 2 1030 10 3 1 103 0 10 3 1 1030 1031 10321032 1029 1031 102 6 1035 1034 1036 1035 1034 1032 1033 10 3 2 10 3 3 10 3 2 10 3 3 10 3 4 103 2 1032 1025 1030 1023 1024 1026 1027 1028 1029 1030 1027 1028 1029 1031 1032 10 3 3 1032 1033 1031 1032 103 2 103 3 103 1 1031 103 5 10 3 4 103 0 D W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" D 103 0 10 3 3 10 3 2 103 1 10 3 2 10' P.U.E. 10' P . U . E . 70' ROW S PUBLIC WATER MAIN EASEMENT HY D HY D 1026 1028 102 9 102 7 102 9 103 1 D 10 ' P . U . E . PUBLIC STORM SEWER EASEMENT STORM SEWER EASEMENT 30' BUILDING SETBACK 30' BUILDING SETBACK 30 ' B U I L D I N G S E T B A C K 30 ' B U I L D I N G S E T B A C K 30' BUILD I N G S E T B A C K 30' BUILDING S E T B A C K 30 ' B U I L D I N G S E T B A C K 30' BUILDING SETBACK HY D 20'X30' ELECTRIC EASEMENT 30' SA N I T A R Y SEWE R E A S E M E N T D 10 ' P . U . E . CO CO CO CO WV WV WV 10' P. U . E . 10 ' P . U . E . 10 3 1 103 3 10 3 2 10 3 4 10 3 3 1031 1031 10 3 0 10 3 8 30 ' L A N D S C A P E BU F F E R E A S E M E N T 20' ELECTRIC EASEMENT S 30 ' B U I L D I N G S E T B A C K 30' LANDSCAPE BUFFER EASEMENT X X X X X FO TS ELEC F/O ELEC F/O GV EM FOFOFO FO FOFO FO FO TTT F/O T TV D S F/O S FO T F/O EFOT FO F/O T F/OFO E T F/O FO E FO F/O T E F/OT COWV E CO S D WV WV H Y D F/O FF=1034.27 EMTVCO CO CO TS D TS D D S D WV S F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OU/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/E U/E U/ E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E ST 15"ST 15"ST 15"ST 15"ST 15" ST 15 " ST 24"ST 24"ST 24"ST 18"ST 18" ST 8" ST 15" ST 15" ST 15" SA N 8" SAN 8" SAN 8" S D D SAN 8"SAN 8" SAN 8" SAN 8" S S S ST 12" 1025 1030 1035 1024 1026 1027 1028 1029 103 1 1032 1033 1034 102 5 1030 1035 102 4 102 6102 7 102 8 102 9 1031 1032 1033 1034 1036 1025 1030 1035 1024 1026 1027 1028 1029 1031 1032 1033 1034 1030 10271027 1028 1028 1029 1029 1031 1032 1031 1032 1033 1033 1033 1025 1024 1026 1027 1028 10 2 5 10 2 4 10 2 6 10 2 7 1027 102510241026 1027 1028 102 5102 4 102 6 102 7 102 8 10 2 9 102 5 102 4 102 6 1027 1028 1025 1030 103 5 1024 1026 1027 1028 1029 1031 1032 1033 103 4 1036 10 2 5 10 2 4 10 2 6 10 2 6 10 2 6 102 5 1025 1024 1024 SAN 8" 10 2 510 2 4 10 2 6 10 2 7 1025102410261027 10 2 5 103 0 10 2 4 10 2 6 10 2 7 10 2 8 10 2 9 10 3 1 1030 102 7 102 7 1028 102 8 102 9 1031 1032 1025 1023 1023 1024 1024 1024 1026 F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O 10311032 1032 1033 1033 1034 1034 1025 1030 1023 1024 1026 1027 1028 1029 1031 10 3 2 103 3 10 3 3 10 3 4 10 3 4 1034103 4 10 3 4 10 3 4 F/O F/O F/O SAN 8" SAN 8" SAN 8" ST 24 " D ST8" D ST 36" SAN 8" SAN 8" SAN 8" D ST 18" ST 18" ST 18" D D ST24" ST24" ST 30" G 2"G 2" G2" G 2" G 2" G 2" G 2" G2" G 2" G 2" G 2"G 2" G2" G G D ST 8" F/O F/O F/O F/O G 2" G 2" W12"W12"W12"W12" W12" W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12" W8"W8"W8" W8" W8" W8" W W W W W W W W W W W W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W G2" G2" G2" G2" G2" G 2" G 2" G 2" G 2" G2" G2" F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/O F/O 1345 SE FLORENCE DRIVE WAUKEE, IA 50263 EX BUILDING 1335 SE FLORENCE DRIVE EX BUILDING 560 SE UNIVERSITY AVE 103 4 103 3 1034 10 3 4 1035 10351034 1034 1033 1032 1027 102 7 10251024 1024 ST 18"ST 18" DD H Y D SS 10 3 2 10 3 2 103 2 1034 10 3 4 1033 1034 SAN 24"SAN 24"SAN 24"SAN 24"SAN 24" SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24" SAN 12" 1035 EX DETENTION EASEMENT BOOK 2020 PAGE 29359 EX 10' P.U . E . BOOK 200 2 P A G E 1 5 7 9 2 EX 1 0 ' P . U . E . BO O K 2 0 0 2 P A G E 1 5 7 9 2 U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E G 4"G 4"G 4"G 4" G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O GV EX STORM SEWER AND DRAINAGE EASEMENT INST#2024-10949 EX ELECTRIC EASEMENT BOOK 2019 PAGE 17922 EX STORM SEWER AND DRAINAGE EASEMENT INST # 2024-10950 EX 50' STORM SEWER & SURFACE FLOWAGE EASEMENT BOOK 1999 PAGE 6512 EX 1 0 ' P . U . E . BO O K 2 0 0 2 P A G E 1 5 7 9 2 TS TSFO TS 10381037 1037 10 3 7 1037 G G G G U/E U/E U/E U/E U/E U/E U/E U/E F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/OF/O F/O F/O F/O F/O FF = 1 0 3 4 . 3 0 CO ICV FF = 1 0 3 4 . 2 6 FF = 1 0 3 4 . 3 2 FF=1034.28 FF=1034.28 FF=1034.25 FF=1034.31 S S D D D TS TS EM D CO WSOWV WV ICV E F/O FO WV H Y D ICV F/O F/O ICV ICV TV EME ICV ICV F/O TS F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/EF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O ST 12"ST 12" ST ST ST 15" SA N 8" ST 15 "SAN 8" SAN 8" W W W W W W W8" O/E O/E O/E O/E O/E SAN ST 15 " ST 24"ST 24"ST 24"ST15" U/E U/E U/E U/E U/E U/E U/ E U/ E U/E U/E U/E G 2" G 2" G 2" EX SAN SEWER EASEMENT BOOK 2002 PAGE 15792 EX 10' P.U.E. BOOK 2002 PAGE 15792 EX BUILDING 550 SE UNIVERSITY AVE 1031 10 3 0 10 2 8 10 2 9 10311030102910281027 1031 1032 1033 1034 1033 1034 10 3 4 103 3 1031 1030 1031 103 2 10 3 2 1030 10 3 1 103 0 10 3 1 1030 1031 10321032 1029 1031 102 6 1030 1031 1032 103 3 103 0 10 3 1 10 3 2 S U/E U/E U/E U/E U/E U/E U/E D MB 1030 1032 1031 CO CO CO CO CO CO CO CO CO CO CO CO CO D 1030 1031 W6" W6" W6" HYD SE F L O R E N C E DR I V E SE UNIVERSITY AVE SE P A R K V I E W C R O S S I N G D R I V E SHEET C-301 SHEET C-302 MA T C H L I N E MA T C H L I N E 150 TOPSOIL NOTES: 1.STRIP AND STOCKPILE THE TOP 8" OF SOIL ON ALL DISTURBED AREAS. 2.RESPREAD TOPSOIL TO A MINIMUM DEPTH OF 8" ON ALL GREEN (NON PAVED) AREAS. IMPORT TOPSOIL AS NECESSARY TO ACHIEVE A MINIMUM DEPTH OF 6". 3.TOPSOIL SHALL BE FREE OF ALL ROCK AND DEBRIS LARGER THAN 3/4" IN SIZE. 4.TOPSOIL IS DEFINED AS: FERTILE, FRIABLE LOAM, CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH, FROM WELL DRAINED SITE FREE FROM FLOODING, NOT IN FROZEN OR MUDDY CONDITIONS; REASONABLE FREE FROM SUBSOIL, CLAY LUMPS, ROOTS, GRASS, WEEDS, STONES LARGER THAN 3/4 INCH IN DIAMETER, AND FOREIGN MATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5; CONTAINING MINIMUM 4 PERCENT AND MAXIMUM 20 PERCENT ORGANIC MATTER. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOIL REQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET. DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s DI S T R I C T O F F I C E A D D I T I O N & R E N O V A T I O N WA U K E E C S D WA U K E E , I A 1018C04 JANUARY 2026 35 0 1 1 0 4 t h S t r e e t , U r b a n d a l e , I A 5 0 3 2 2 P h : 5 1 5 - 2 7 6 - 0 4 6 7 BI S H O P E N G I N E E R I N G + 1ST CITY SUBMITTAL: 2-3-2026 2ND CITY SUBMITTAL: 2-25-2026 3RD CITY SUBMITTAL: 3-11-2026 GRADING LEGEND: EXISTING CONTOUR PROPOSED CONTOUR FINISHED GROUND ELEVATION TOP OF CURB ELEVATION GUTTER ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION EDGE OF WALK ELEVATION TOP OF STAIR ELEVATION BOTTOM OF STAIR ELEVATION NOTE: WALL ELEVATIONS SHOWN ON PLAN ARE FINISHED GROUND GRADES AT THE TOP AND BOTTOM OF THE WALL. 150.50E/W 150.50B/W 150.50T/W 150.50G 150.50T/C 150.50 150 150.50T/S 150.50B/S L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 5 2 4 W A U K E E A D M I N E X P A N S I O N \ D W G \ C - 3 0 0 G R A D I N G . D W G 3/ 1 1 / 2 0 2 6 6 : 3 9 : 4 8 P M GRAPHIC SCALE 040 20 40 80 C-300 OVERALL GRADING PLAN EMFOFOFO FO FOFOT T T F/O FF=1034.27 EMTV CO CO CO TS U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E ST 24"ST 18"ST 18" 10311032 1032 1033 1033 1034 1034 103 3 10 3 3 10 3 4 10 3 4 1034103 4 10 3 4 10 3 4 G 2" G 2" G 2" G2" ST 8" F/O W W W F/ O F/ O F/ O F/O F/O F/O EX BUILDING 1335 SE FLORENCE DRIVE EX BUILDING 560 SE UNIVERSITY AVE 103 3 EX 10' P.U . E . BOOK 200 2 P A G E 1 5 7 9 2 EX 1 0 ' P . U . E . BO O K 2 0 0 2 P A G E 1 5 7 9 2 U/E U/E G 4" F/O EX STORM SEWER AND DRAINAGE EASEMENT INST#2024-10949 EX ELECTRIC EASEMENT BOOK 2019 PAGE 17922 G G G G G U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E F/ O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/O FF = 1 0 3 4 . 3 0 CO ICV FF = 1 0 3 4 . 2 6 FF = 1 0 3 4 . 3 2 FF=1034.28 FF=1034.28 FF=1034.25 FF=1034.31 S S D D D TS TS EM D CO WS OWV ICV E F/O FO WV H Y D ICV F/O F/O ICV ICV TVEME ICV ICV F/O TS F/O WV WV WV H Y D F/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O ST 12"ST 12"ST 12" ST ST ST 15" SA N 8" SA N 8" ST 15 " SAN 8" SAN 8" SAN 8" W SAN 6" W W W W W W WW W8" W8" W8" W8" O/E O/E O/E O/E O/E O/E O/E SAN ST 15 " ST 24"ST 24"ST 24"ST 24" ST15" U/E U/E U/E U/E U/E U/E U/E U/E U/ E U/ E U/E U/E U/E U/E G 2" G 2" G 2" G 2" EX SAN SEWER EASEMENT BOOK 2002 PAGE 15792 EX 10' P.U.E. BOOK 2002 PAGE 15792 EX BUILDING 550 SE UNIVERSITY AVE 1031 10 3 0 10 2 8 10 2 9 1031 1030102910281027 1031 1032 1033 1034 1033 1034 10 3 4 103 3 1031 1030 1031 103 2 10 3 2 1030 10 3 1 103 0 10 3 1 1030 1031 1032 1032 1029 1031 102 6 1033.48T/C 1032.98G 1033.42T/C 1032.92G 10 3 3 1026.76 30' BUILDING SETBACK 30 ' B U I L D I N G S E T B A C K 10 ' P . U . E . 30 ' L A N D S C A P E BU F F E R E A S E M E N T 20' ELECTRIC EASEMENT EMFOFOFO FO FOFOT T T F/O FF=1034.27 EMTV CO CO CO TS U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E ST 24"ST 18"ST 18" 10311032 1032 1033 1033 1034 1034 103 3 10 3 3 10 3 4 10 3 4 1034103 4 10 3 4 10 3 4 G 2" G 2" G 2" G2" ST 8" F/O W W W F/ O F/ O F/ O F/O F/O F/O EX BUILDING 1335 SE FLORENCE DRIVE EX BUILDING 560 SE UNIVERSITY AVE 103 3 EX 10' P.U . E . BOOK 200 2 P A G E 1 5 7 9 2 EX 1 0 ' P . U . E . BO O K 2 0 0 2 P A G E 1 5 7 9 2 U/E U/E G 4" F/O EX STORM SEWER AND DRAINAGE EASEMENT INST#2024-10949 EX ELECTRIC EASEMENT BOOK 2019 PAGE 17922 G G G G G U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E F/ O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/O FF = 1 0 3 4 . 3 0 CO ICV FF = 1 0 3 4 . 2 6 FF = 1 0 3 4 . 3 2 FF=1034.28 FF=1034.28 FF=1034.25 FF=1034.31 S S D D D TS TS EM D CO WS OWV ICV E F/O FO WV H Y D ICV F/O F/O ICV ICV TVEME ICV ICV F/O TS F/O WV WV WV H Y D F/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O ST 12"ST 12"ST 12" ST ST ST 15" SA N 8" SA N 8" ST 15 " SAN 8" SAN 8" SAN 8" W SAN 6" W W W W W W WW W8" W8" W8" W8" O/E O/E O/E O/E O/E O/E O/E SAN ST 15 " ST 24"ST 24"ST 24"ST 24" ST15" U/E U/E U/E U/E U/E U/E U/E U/E U/ E U/ E U/E U/E U/E U/E G 2" G 2" G 2" G 2" EX SAN SEWER EASEMENT BOOK 2002 PAGE 15792 EX 10' P.U.E. BOOK 2002 PAGE 15792 EX BUILDING 550 SE UNIVERSITY AVE 1031 10 3 0 10 2 8 10 2 9 1031 1030102910281027 1031 1032 1033 1034 1033 1034 10 3 4 103 3 1031 1030 1031 103 2 10 3 2 1030 10 3 1 103 0 10 3 1 1030 1031 1032 1032 1029 1031 102 6 5:1 1030.29T/C 1029.79G 1032.82 EX 1034.12 EX1032.39 EX 1030 1031 1032 103 3 103 0 10 3 1 10 3 2 1031.73 1031.73 1031.80 1031.88 1032.00 1032.00 1032.771032.42 1033.55 1033.58 1033.62 1033.55 1033.68 1032.75 1032.741032.091032.291032.15 1032.291031.98 1031.86 1031.90 1031.97 1032.05 1032.17 1032.171032.17T/C 1031.67G 1032.11T/C 1031.61G 1032.04T/C 1031.54G1031.87T/C 1031.37G 1031.14T/C 1030.64G 1031.61T/C 1031.11G 1031.73T/C 1031.23G 1032.26T/C (OVERFLOW)1031.76G 1031.56T/C 1031.06G 1033.43T/C 1032.93G 1033.35T/C 1032.85G 1033.35T/C 1032.85G 1033.23T/C 1032.73G 1033.61T/C 1033.11G 1033.09T/C 1032.59G 1033.31T/C 1032.81G 1033.21T/C 1032.71G 1033.51T/C 1033.01G 1032.77T/C 1032.27G1031.53T/C 1031.03G 1031.22T/C 1030.72G 1031.03T/C 1030.53G 1030.85T/C 1030.35G 1031.05T/C (OVERFLOW)1030.55G 1030.65T/C 1030.15G 1029.63T/C 1029.13G 1030.04T/C (OVERFLOW)1029.54G 1030.05T/C 1029.55G 1030.12T/C 1029.62G 1030.26T/C 1029.76G 1031.58T/C 1031.08G 1031.28T/C 1030.78G 1031.48T/C 1030.98G 1031.82T/C 1031.32G 1031.69T/C 1031.19G 1031.65T/C 1031.15G 1031.45T/C 1030.95G 1031.83T/C 1031.33G 1032.81 EX 1031.97T/C 1031.47G 1032.17T/C 1031.67G 1032.25 EX 1034.09 EX 1033.471033.47 1033.35 1033.92 1034.09 1033.84 1034.17 1034.24 1033.73 1033.73T/C 1033.23G 1034.42T/C 1033.92G 1033.64T/C 1033.14G 1029.40T/C 1028.90G 1031.61 2.2 % 2.0% 1030.65 1030.591030.40 1031.00 1030.82T/C 1030.32G 1030.25T/C 1029.75G 1030.50T/C 1030.00G 1030.02T/C 1029.52G 1029.33T/C 1028.83G 1029.48T/C 1028.98G 1029.72T/C 1029.22G 1030.45T/C 1029.95G 1029.00 1031.24G 1032.01 1030.95T/C 1030.45G 1030.49G 1030.92T/C 1031.63T/C D MB 100-YR PONDING ELEV.=1029.14 100-YR PONDING ELEV.=1030.01 100-YR PONDING ELEV.=1031.33 1. 9 % 1. 6 % 2.0 % 1.0 % 1.9 % 1.4% CO CO CO CO 1035.61 EX 1035.55 EX 1034.20 1025.72 EX 1031.59 EX 1027.94 EX 1029.47 1031.43 1032.62 EX 1030 1031 1034.21 1034.30 EX 1034.20 1033.70 1034.12 1034.30 1033.59 1033.25T/C 1032.75G 2.3 % 1034.20 1. 5 % 1. 5 % 1.1% 1. 5 % 1. 5 % 1. 5 % 0.0%0.6%1.5% 1. 0 % 1. 0 % 1. 0 % 1.5%0.0%0.9% 1. 7 % 0.5% 1. 5 % 0.0% 0.5% 0.6% 1. 5 % 2.2% 1. 5 % 1. 5 % 0.2% 1.3%4.4% 4.1%0. 0 % 1. 9 % 0.3% 0. 3 % 1. 5 % 1.5% 1. 0 % 1.5% 1. 5 % 0.7% 1. 5 % 1. 5 % 0.9% 1.4% 1.5% 1.5% 1. 5 % OVERFLOW ROUTE OVERFLOW ROUTE OVERFLOW ROUTE TRASH ENCLOSURE (REF. ARCH.) SE F L O R E N C E DR I V E MA T C H L I N E MA T C H L I N E SE UNIVERSITY AVE 150 TOPSOIL NOTES: 1.STRIP AND STOCKPILE THE TOP 8" OF SOIL ON ALL DISTURBED AREAS. 2.RESPREAD TOPSOIL TO A MINIMUM DEPTH OF 8" ON ALL GREEN (NON PAVED) AREAS. IMPORT TOPSOIL AS NECESSARY TO ACHIEVE A MINIMUM DEPTH OF 6". 3.TOPSOIL SHALL BE FREE OF ALL ROCK AND DEBRIS LARGER THAN 3/4" IN SIZE. 4.TOPSOIL IS DEFINED AS: FERTILE, FRIABLE LOAM, CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH, FROM WELL DRAINED SITE FREE FROM FLOODING, NOT IN FROZEN OR MUDDY CONDITIONS; REASONABLE FREE FROM SUBSOIL, CLAY LUMPS, ROOTS, GRASS, WEEDS, STONES LARGER THAN 3/4 INCH IN DIAMETER, AND FOREIGN MATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5; CONTAINING MINIMUM 4 PERCENT AND MAXIMUM 20 PERCENT ORGANIC MATTER. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOIL REQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET. DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s DI S T R I C T O F F I C E A D D I T I O N & R E N O V A T I O N WA U K E E C S D WA U K E E , I A 1018C04 JANUARY 2026 35 0 1 1 0 4 t h S t r e e t , U r b a n d a l e , I A 5 0 3 2 2 P h : 5 1 5 - 2 7 6 - 0 4 6 7 BI S H O P E N G I N E E R I N G + 1ST CITY SUBMITTAL: 2-3-2026 2ND CITY SUBMITTAL: 2-25-2026 3RD CITY SUBMITTAL: 3-11-2026 GRADING LEGEND: EXISTING CONTOUR PROPOSED CONTOUR FINISHED GROUND ELEVATION TOP OF CURB ELEVATION GUTTER ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION EDGE OF WALK ELEVATION TOP OF STAIR ELEVATION BOTTOM OF STAIR ELEVATION NOTE: WALL ELEVATIONS SHOWN ON PLAN ARE FINISHED GROUND GRADES AT THE TOP AND BOTTOM OF THE WALL. 150.50E/W 150.50B/W 150.50T/W 150.50G 150.50T/C 150.50 150 150.50T/S 150.50B/S L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 5 2 4 W A U K E E A D M I N E X P A N S I O N \ D W G \ C - 3 0 0 G R A D I N G . D W G 3/ 1 1 / 2 0 2 6 6 : 3 9 : 5 3 P M GRAPHIC SCALE 030 15 30 60 C-301 GRADING PLAN X X X X X X X FO TS ELEC F/O ELEC F/O EMFOFOFO FO FOFOT T T F/O FO T F/O FO F/O T F/O FO E T F/O FO E FO F/O T E F/OT COWV F/O FF=1034.27 EMTV CO CO CO TS D TS D D F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E ST 15"ST 15"ST 15"ST 15"ST 15"ST 15" ST 15 " ST 18"ST 18" ST 8" ST 15" ST 15" ST 15" SAN 8" S D S 1025 1030 1035 1024 1026 1027 1028 1029 103 1 1032 1033 1034 102 5 1030 1035 102 4 102 6102 7 102 8 102 9 1031 1032 1033 1034 1036 1025 1030 1035 1024 1026 1027 1028 1029 1031 1032 1033 1034 1030 1028 1029 1031 1032 1025 1024 1026 1027 1028 10 2 5 10 2 4 10 2 6 10 2 7 1027 10251024 1026 1027 1028 102 5102 4 102 6 102 7 102 8 10 2 9 102 5 102 4 102 6 1027 1028 1025 1030 103 5 1024 1026 1027 1028 1029 1031 1032 1033 103 4 1036 10 2 5 10 2 4 10 2 6 10 2 6 10 2 6 10 2 5 10 2 4 10 2 6 10 2 7 1025102410261027 10 2 5 103 0 10 2 4 10 2 6 10 2 7 10 2 8 10 2 9 10 3 1 102 7 102 7 1028 102 8 1025 1023 1024 1026 F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O 1025 1030 1023 1024 1026 1027 1028 1029 1031 10 3 2 103 3 10 3 3 10 3 4 10 3 4 1034103 4 10 3 4 10 3 4 F/O F/O SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" ST 18" ST 18"G 2" G2" G 2" G 2" G 2" G 2" G 2" G 2" G2" F/O F/O F/O F/O F/O F/O G 2" G 2" W12"W12"W12"W12" W12"W12"W12"W12"W12"W 12"W12"W12"W12"W12"W12"W12"W12"W12"W W8" W8"W W W W W G 2" G 2" G 2" G 2" G2" G2" F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/O 103 4 103 3 1034 10 3 4 1035 1035 1034 1034 1033 1032 1027 102 7 H Y D S S 1034 10 3 4 1033 SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24" SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24" 12" 1035 EX DETENTION EASEMENT BOOK 2020 PAGE 29359 U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E G 4"G 4"G 4"G 4"G 4"G 4" G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O EX ELECTRIC EASEMENT BOOK 2019 PAGE 17922 EX STORM SEWER AND DRAINAGE EASEMENT INST # 2024-10950 TS TS TS 1037 G G U/E U/EU/E U/E F/O F/O F/O F/O FF=1034.25 FF=1034.31 TS WV ICV TVEME TS F/O F/O F/O F/O U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/EF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O O/E EX 10' P.U.E. BOOK 2002 PAGE 15792 10 3 2 1035.01 EX 1034.13 1032.61 1034.20 1035.00 1035.93 1036.02 1033.87 1033.76 1032.94 1033.67T/C 1033.17G 1034.01T/C 1033.51G 1033.26T/C 1032.76G 1033.01T/C 1032.51G 1033.90T/C 1033.40G 1034.84T/C 1034.34G 1034.48T/C 1033.98G 1033.06T/C 1032.56G 1032.94T/C 1032.44G 1033.51T/C 1033.01G 1033.62 1033.43T/C 1032.93G 1032.80T/C 1032.30G 1032.98T/C 1032.48G 1032.86T/C 1032.36G 1032.87T/C 1032.37G 1033.28T/C 1032.78G 1033.36T/C 1032.86G 1033.48T/C 1032.98G 1033.93 1033.93 1033.93 1033.79 1033.79 1033.92 1033.18T/C 1032.68G 1033.45G 1033.61T/C 1033.11G 1033.51 1033.30T/C 1032.80G 1033.11T/C 1032.61G 1032.97T/C 1032.47G 1033.03T/C 1032.53G 1033.22T/C 1032.72G 1032.62T/C 1032.12G 1032.50T/C 1032.00G 1033.40 1033.40 1034.13 1034.23 1034.15 1034.23 1034.15 1032.16G 1032.06G 1032.58G 1032.47G 1032.58T/C 1032.08G 1033.09T/C 1032.59G 1033.26T/C 1032.76G 1032.74T/C 1032.24G 1032.64T/C 1032.14G 1032.53T/C 1032.03G 1032.30T/C 1031.80G (OVERFLOW)1031.50T/C 1031.00G 1031.24T/C 1030.74G 1031.62T/C 1031.12G 1031.83T/C 1031.33G 1032.35T/C 1031.85G 1032.59T/C 1032.09G 1033.12T/C 1032.62G 1032.97T/C 1032.47G 1033.25T/C 1032.75G 1033.77T/C 1033.27G 1033.85T/C 1033.35G 1033.48T/C 1032.98G 1033.33T/C 1032.83G 1034.15T/C 1033.65G 1033.84T/C 1033.34G 1034.54T/C 1034.04G 1033.62T/C 1033.12G 1033.46T/C 1032.96G 1033.38T/C 1032.88G 1033.21T/C 1032.71G 1032.12T/C 1031.62G 1031.86T/C 1031.36G 1032.94T/C 1032.44G 1033.48T/C 1032.98G 1033.42T/C 1032.92G 1033.27T/C 1032.77G 1032.54T/C 1032.04G 1031.67T/C 1031.17G 1031.24T/C 1030.74G (OVERFLOW)1030.42T/C 1029.92G 1030.95T/C 1030.45G 1031.39T/C 1030.89G 1031.50T/C 1031.00G 1032.35T/C 1031.85G 1032.07T/C 1031.57G 1031.50T/C 1031.00G 1031.27T/C 1030.77G (OVERFLOW)1030.21T/C 1029.71G 1030.83T/C 1030.33G 1031.03T/C 1030.53G 1031.18T/C 1030.68G 1031.46T/C 1030.96G 1031.29T/C 1030.79G 1034.20 1031.84 1035 1034 1036 1035 1034 1032 1033 10 3 2 10 3 3 10 3 2 10 3 3 10 3 4 10 3 2 1032 1025 1030 1023 1024 1026 1027 1028 1029 1030 1027 1028 1029 1031 1032 10 3 3 1032 1033 1031 1032 103 2 103 3 103 1 1031 103 5 10 3 4 1032.75T/C 1032.25G 1033.70T/C 1031.68T/C 1031.18G 1032.12 1031.89 1032.41T/C 1031.91G 6:1 2.3% 1032.44T/C 1031.94G 1031.96T/C 1031.46G 1033.17T/C 1032.67G 2.0% 2.3% 1. 5 % 1.9 % 103 0 4:1 6: 1 6: 1 6: 1 1.7% 1032.16T/C 1031.66G 1031.33 1032.17T/C 1031.67G 2.5 % 1031.70T/C 1031.20G 1032.88 1032.99 1031.42 1031.32 1032.00T/C 1031.50G 1032.49T/C 1031.99G 1031.13 1031.24 1031.68 1031.78 1032.38 1032.48 1031.85 1031.96 1032.56 1032.66 1032.67 1032.67 2.7% 1. 9 % 2. 1 % 1.9% 1033.83 1033.42 D 2.8 % 1.2 % 1032.45 1032.35 5.9 % 1032.90 1032.18T/C (OVERFLOW)1031.68G 1032.39T/C 1031.89G 1033.03T/C 1032.53G 1032.88T/C 1032.38G 1032.68T/C (OVERFLOW)1032.18G 1032.71T/C 1032.21G 1033.80 1033.91 1033.82 1033.73 1034.24 1033.79 1032.91T/C 1032.41G 2.8 % 8. 1 % 4. 5 % 2. 1 % 2. 0 % 2. 0 % 1035.52 EX 1035.72 EX 10 . 4 % 1036.20 1036.35 1036.30 1036.15 1036.41 1036.26 1035.51 1035.36 1035.23T/C EX 1034.32 1034.34 1034.78 1034.93 1034.28 T/C EX 1035.57 1035.48G EX 1036.03T/C EX1034.99G EX 1035.59T/C EX 1033.60 1033.571033.55 1033.53 1033.59 1033.56 1033.54 1033.59 1033.74 1034.05 1034.18 1034.23 1034.31T/C 1033.81G 1034.41T/C 1033.91G 1030.03 1030.87 1030.44 1030.36 1030.03 1030.91 1030.98 1030.58 1030.66 1030.75 1030.67 1031.00 1028.23 1028.15 1029.52 1029.44 1030.67 1030.59 1029.74 1029.67 1030.72 1030.72 1032.14 1030.79 1028.70 1028.70 1026.76 1026.76 1026.76 1026.76 1027.18 1027.09 1025.87 1025.80 1025.83 1025.76 1026.42 1026.35 1025.78 1025.70 1025.74 1025.66 1026.22 1026.14 1026.30 1026.23 4:1 1035.21 1035.06 1034.61T/C EX 1036.69 1035.99 1035.84 1035.71T/C EX 5: 1 5:1 1026.40 1028.00 1028.00 1027.90 1027.82 1027.711027.71 3.7% 1033.20T/C 1032.70G 1031.90 W8" W 8" W 8" W 8" W8" W8" W8" W8" W8" W8" W8" W8" W8" D 103 0 10 3 3 10 3 2 103 1 10' P.U.E. 70' ROW S PUBLIC WATER MAIN EASEMENT HY D HYD 1026 1028 102 9 102 7 102 9 103 1 D 10 ' P . U . E . PUBLIC STORM SEWER EASEMENT STORM SEWER EASEMENT 30' BUILDING SETBACK 30 ' B U I L D I N G S E T B A C K 30' BUILD I N G S E T B A C K 30' BUILDING S E T B A C K 30' B U I L D I N G S E T B A C K HYD 20'X30' ELECTRIC EASEMENT 30' SA N I T A R Y SEWE R E A S E M E N T D 10 ' P . U . E . CO CO CO WV WV WV 10' P. U . E . 10 3 1 103 3 10 3 2 10 3 4 10 3 3 1031 1031 10 3 0 20' ELECTRIC EASEMENT 30' B U I L D I N G S E T B A C K 30' LANDSCAPE BUFFER EASEMENT X X X X X X X FO TS ELEC F/O ELEC F/O EMFOFOFO FO FOFOT T T F/O FO T F/O FO F/O T F/O FO E T F/O FO E FO F/O T E F/OT COWV F/O FF=1034.27 EMTV CO CO CO TS D TS D D F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E ST 15"ST 15"ST 15"ST 15"ST 15"ST 15" ST 15 " ST 18"ST 18" ST 8" ST 15" ST 15" ST 15" SAN 8" S D S 1025 1030 1035 1024 1026 1027 1028 1029 103 1 1032 1033 1034 102 5 1030 1035 102 4 102 6102 7 102 8 102 9 1031 1032 1033 1034 1036 1025 1030 1035 1024 1026 1027 1028 1029 1031 1032 1033 1034 1030 1028 1029 1031 1032 1025 1024 1026 1027 1028 10 2 5 10 2 4 10 2 6 10 2 7 1027 10251024 1026 1027 1028 102 5102 4 102 6 102 7 102 8 10 2 9 102 5 102 4 102 6 1027 1028 1025 1030 103 5 1024 1026 1027 1028 1029 1031 1032 1033 103 4 1036 10 2 5 10 2 4 10 2 6 10 2 6 10 2 6 10 2 5 10 2 4 10 2 6 10 2 7 1025102410261027 10 2 5 103 0 10 2 4 10 2 6 10 2 7 10 2 8 10 2 9 10 3 1 102 7 102 7 1028 102 8 1025 1023 1024 1026 F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O 1025 1030 1023 1024 1026 1027 1028 1029 1031 10 3 2 103 3 10 3 3 10 3 4 10 3 4 1034103 4 10 3 4 10 3 4 F/O F/O SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" ST 18" ST 18"G 2" G2" G 2" G 2" G 2" G 2" G 2" G 2" G2" F/O F/O F/O F/O F/O F/O G 2" G 2" W12"W12"W12"W12" W12"W12"W12"W12"W12"W 12"W12"W12"W12"W12"W12"W12"W12"W12"W W8" W8"W W W W W G 2" G 2" G 2" G 2" G2" G2" F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/O 103 4 103 3 1034 10 3 4 1035 1035 1034 1034 1033 1032 1027 102 7 H Y D S S 1034 10 3 4 1033 SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24" SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24" 12" 1035 EX DETENTION EASEMENT BOOK 2020 PAGE 29359 U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E G 4"G 4"G 4"G 4"G 4"G 4" G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O EX ELECTRIC EASEMENT BOOK 2019 PAGE 17922 EX STORM SEWER AND DRAINAGE EASEMENT INST # 2024-10950 TS TS TS 1037 G G U/E U/EU/E U/E F/O F/O F/O F/O FF=1034.25 FF=1034.31 TS WV ICV TVEME TS F/O F/O F/O F/O U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/EF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O O/E EX 10' P.U.E. BOOK 2002 PAGE 15792 10 3 2 PROPOSED BUILDING ADDITION 28,230 SF FFE=1034.30± 1030.13 1029.33 1030.90 1030.98 1029.85 1030.68 1030.54 1032.14 1030.72 1032.531032.23 1031.65 5:1 1032.49T/C 1031.99G 1033.19T/C 1032.69G 1032.28T/C 1031.78G 1033.02T/C 1032.52G 103 3 1032.77 1033.31T/C 1032.81G 1033.21T/C 1032.71G 1034.13 SE PARKVIEW CROSSING DRIVE PROPOSED CONTOURS (BY OTHERS). CONTRACTOR TO VERIFY & TIE INTO EXISTING GRADES. SE PARKVIEW CROSSING DRIVE PROPOSED CONTOURS (BY OTHERS). CONTRACTOR TO VERIFY & TIE INTO EXISTING GRADES. 1034.17T/C 1033.67G 1033.64T/C 1033.14G 1033.75T/C 1033.25G 1033.82T/C 1033.32G 1033.75T/C 1033.25G 1033.94 1034.20 1035.10 1035.01 1033.87 1033.29 1032.79 1032.90 1034.23 1034.17 1034.221034.22 1033.92 1034.09 1033.84 1034.17 1034.24 1033.73 1033.73T/C 1033.23G 1034.42T/C 1033.92G 1033.64T/C 1033.14G S U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E 1032.49 1033.02 1032.59 1032.61T/C 1032.11G 1032.45T/C 1031.95G 1032.68T/C 1032.18G 1031.04 1030.961032.58 1030.60 1030.52 1032.63 1032.43 1032.38 1033.28T/C 1032.78G 1033.28T/C 1032.78G 1033.79 1034.89T/C 1034.39G 1034.23 1034.23 1034.15 1034.15 1034.23 100-YR PONDING ELEV.=1030.15 100-YR PONDING ELEV.=1031.35 100-YR PONDING ELEV.=1031.77 100-YR PONDING ELEV.=1029.84 100-YR PONDING ELEV.=1031.21 1032.92 1032.68 1032.83 1033.80 1033.66 1033.49 1035.72 EX 1030 1032 1031 1033.02 1032.97 1033.08 1033.13 1032.50 1032.45 1032.351032.40 2.6% 6. 6 % 6. 2 % 8. 0 % 7. 9 % 3. 3 % 2.0 % 1032.31T/C 1031.81G 1034.20 CO CO CO CO 1035.87 1035.87 CO CO CO CO CO CO 1035.61 EX 1035.55 EX 1034.20 1035.20 1034.81 1034.20 100-YR PONDING ELEV.=1029.41 D 1031.59 EX 1031.83 EX 1034.10 1034.21 2.1%6.6 % 1034.30 EX 100-YR PONDING ELEV.=1032.74 1034.20 1034.13 1033.41T/C 1032.91G 1033.19T/C 1032.69G 1033.70 1036.27 1036.42 1036.03 1036.18 1036.02 1035.76T/C 1035.26G 1033.39 1033.36 5.5% 1034.29 1034.35 1034.12 1034.30 1032.92T/C 1032.42G 1033.13 1033.29T/C 1032.79G 1033.51 1033.37 1033.59 1031.81T/C 1031.31G 1033.25T/C 1032.75G 2.3 % 1033.82 1033.91 W6" W6" W6" W6" W6" HY D 1034.20 1033.45 1033.42 1033.52 1033.63 1033.74 1023.23 EX 1025.19 EX 1028.29 EX 1025.97 EX 1026.34 EX 1026.89 EX 1026.43 EX 1026.89 EX 1027.13 EX 1028.47 EX 1027.47 EX 1027.78 EX 2.6 % 100-YR PONDING ELEV.=1033.40 100-YR PONDING ELEV.=1033.41 0.3% 0.4% 1.0 % 1.7 % 1.0 % 0.0%0.0% 0.0 % 1. 5 % 1.5 % 1. 5 % 1. 5 % 1.5 % 1.5% 1.5 % 1.5 % 1.5 % 1.5 % 1.5 % 1.5 % 0.0% 1.5 % 1.6% 1.5 % 1.5 % 0.1% 1.0% 1.0% 1.0% 1.0% 4. 2 % 2.0% 4.7 % 4.0 % 3.4% 1.0% 0.1% 3.7% 1.0% 0.0% 1.1% 1.0% 0.1% 1.1% 1.1% 1.2% 0.2% 0.0% 1.3% 4.7% 0.2% 4.7%4.1% 4.4% 4.7% 0.5% 1.2% 1.3% 0.0% 2. 2 % 1.8% 1.2% 1.0 %1.1 % 3.4% 1.1% 2.3% 2.7% 3.7% 2.6% 2.2% 2.5% 0.0% 4.5 % 0.9% 1.0% 1. 8 % 5.3% 5.3% 6.3% 6.3% 1.5 % 1.5 % 1.0% 0.0 % 1.0% 1.5 % 1.5 %6.2%6.2% 1.5 % 1.0 % 4.5% 4.3% 1.1% 1.5% 0.2%1.5 % 1.5 % 1.5 % 1.5 % 1.5 % 1.7 % 1.5 % 1.4% 1.4% 1.0 % 1. 5 % 1.5 % 6.2%1.0% 1.6% 2.5% 2.5% 1.5 % 1.5 % 1.5 % 1.0 % 1.5 % 1.5 % 0.0% 0.0% 1.5 % 0.6% 0.6% 1.6 % 0.0% 3.0 %3.1 % 3.1 % 1.4%0.0% 0.0% 4. 2 % 1.5%0.8 % 3.6 % 3.5 % 1.5 % 1.0 % 3.5 % 0.8 % 1.5% 1.5% 1.5% 1.5% 1.5% 2.5% 0. 4 % 0.8 % 1.1% 1.1% 1.5 % 1. 5 % 1.5 % 1.5 % 1.5% 1.5% 0.1% 1.5% 0.1 % 1.0% 1.5 % 1.0% 0.5% 1.6% 6.2% 2.5% 2.5% 1.2% 4.3% 1.0% 4. 9 % 4. 3 % 0.5% 1. 5 % 1. 5 % 1. 5 % 0.0% 1. 5 % 1.5 % 0.5% 0.0%0.1% 1.5 % 1.3 % 4.7 % 4.3 % 1.5% 1.5% 1.5 % 1.5 % 5.9% 5.9%1.5 % 1.5 % 6.2% 1.5 %6.2% 1. 5 % 1.5% 1.5% 1.5% 1.5 % 0.5 % 0. 7 % 1036.09T/C 1035.59G 1036.14T/C 1035.64G OVERFLOW ROUTE OVERFLOW ROUTE OVERFLOW ROUTE OVERFLOW ROUTE OVERFLOW ROUTE OVERFLOW ROUTE 0.3% 1.1% TRASH ENCLOSURE (REF. ARCH.) NORMAL POOL ELEV=1020.50 NORMAL POOL ELEV=1020.50 100-YR ELEV=1025.38 100-YR ELEV=1025.38 1033.901033.90 1033.821033.82 OVERFLOW ROUTE SE UNIVERSITY AVE SE P A R K V I E W C R O S S I N G D R I V E MA T C H L I N E MA T C H L I N E TOPSOIL NOTES: 1.STRIP AND STOCKPILE THE TOP 8" OF SOIL ON ALL DISTURBED AREAS. 2.RESPREAD TOPSOIL TO A MINIMUM DEPTH OF 8" ON ALL GREEN (NON PAVED) AREAS. IMPORT TOPSOIL AS NECESSARY TO ACHIEVE A MINIMUM DEPTH OF 6". 3.TOPSOIL SHALL BE FREE OF ALL ROCK AND DEBRIS LARGER THAN 3/4" IN SIZE. 4.TOPSOIL IS DEFINED AS: FERTILE, FRIABLE LOAM, CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH, FROM WELL DRAINED SITE FREE FROM FLOODING, NOT IN FROZEN OR MUDDY CONDITIONS; REASONABLE FREE FROM SUBSOIL, CLAY LUMPS, ROOTS, GRASS, WEEDS, STONES LARGER THAN 3/4 INCH IN DIAMETER, AND FOREIGN MATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5; CONTAINING MINIMUM 4 PERCENT AND MAXIMUM 20 PERCENT ORGANIC MATTER. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOIL REQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET. DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s DI S T R I C T O F F I C E A D D I T I O N & R E N O V A T I O N WA U K E E C S D WA U K E E , I A 1018C04 JANUARY 2026 35 0 1 1 0 4 t h S t r e e t , U r b a n d a l e , I A 5 0 3 2 2 P h : 5 1 5 - 2 7 6 - 0 4 6 7 BI S H O P E N G I N E E R I N G + 1ST CITY SUBMITTAL: 2-3-2026 2ND CITY SUBMITTAL: 2-25-2026 3RD CITY SUBMITTAL: 3-11-2026 GRADING LEGEND: EXISTING CONTOUR PROPOSED CONTOUR FINISHED GROUND ELEVATION TOP OF CURB ELEVATION GUTTER ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION EDGE OF WALK ELEVATION TOP OF STAIR ELEVATION BOTTOM OF STAIR ELEVATION NOTE: WALL ELEVATIONS SHOWN ON PLAN ARE FINISHED GROUND GRADES AT THE TOP AND BOTTOM OF THE WALL. 150.50E/W 150.50B/W 150.50T/W 150.50G 150.50T/C 150.50 150 150 150.50T/S 150.50B/S L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 5 2 4 W A U K E E A D M I N E X P A N S I O N \ D W G \ C - 3 0 0 G R A D I N G . D W G 3/ 1 1 / 2 0 2 6 6 : 3 9 : 5 9 P M GRAPHIC SCALE 030 15 30 60 C-302 GRADING PLAN X X X X X FO TS ELEC F/O ELEC F/O GV EM FOFOFO FO FOFO FO FO TTT F/O T TV F/O FO T F/O EFOT FO F/O T F/OFO E T F/O FO E FO F/O T E F/OT E F/O FF=1034.27 EMTV TS TS F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OU/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/E U/E U/ E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E ST 15"ST 15"ST 15"ST 15"ST 15" ST 15 " ST 24" ST 24"ST 18"ST 18" ST 8" ST 15" ST 15" ST 15" SA N 8" SAN 8" SAN 8" SAN 8"SAN 8" SAN 8" SAN 8" ST 12" SAN 8" F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O SAN 8" SAN 8" SAN 8" ST 24 " ST8" ST 36" APPROX. LOCATION PER CITY OF WAUKEE MAP APPROX. LOCATION PER CITY OF WAUKEE MAP SAN 8" SAN 8" SAN 8" APPROX. LOCATION PER CITY OF WAUKEE MAP ST 18" ST 18" ST 18" ST24" ST24" ST 30" G 2"G 2" G2" G 2" G 2" G 2" G 2" G2" G 2" G 2" G 2"G 2" G2" G G ST 8" F/O F/O F/O F/O G 2" G 2" W12"W12"W12"W12" W12" W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12" W8"W8"W8" W8" W8" W8" W W W W W W W W W W W W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W G2" G2" G2" G2" G2" G 2" G 2" G 2" G 2" G2" G2" F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/O F/O 1345 SE FLORENCE DRIVE WAUKEE, IA 50263 EX BUILDING 1335 SE FLORENCE DRIVE EX BUILDING 560 SE UNIVERSITY AVE ST 18" SAN 24"SAN 24"SAN 24"SAN 24"SAN 24" SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24" SAN 12" EX DETENTION EASEMENT BOOK 2020 PAGE 29359 EX 10' P.U . E . BOOK 200 2 P A G E 1 5 7 9 2 EX 1 0 ' P . U . E . BO O K 2 0 0 2 P A G E 1 5 7 9 2 U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E G 4"G 4"G 4"G 4" G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O GV EX STORM SEWER AND DRAINAGE EASEMENT INST#2024-10949 EX ELECTRIC EASEMENT BOOK 2019 PAGE 17922 EX STORM SEWER AND DRAINAGE EASEMENT INST # 2024-10950 EX 50' STORM SEWER & SURFACE FLOWAGE EASEMENT BOOK 1999 PAGE 6512 EX 1 0 ' P . U . E . BO O K 2 0 0 2 P A G E 1 5 7 9 2 TS TSFO TS G G G G U/E U/E U/E U/E U/E U/E U/E U/E F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/OF/O F/O F/O F/O F/O FF = 1 0 3 4 . 3 0 FF = 1 0 3 4 . 2 6 FF = 1 0 3 4 . 3 2 FF=1034.28 FF=1034.28 FF=1034.25 FF=1034.31 TS TS EM E F/O FO F/O F/O TV EME F/O TS F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O U/E U/E U/E U/E U/E U/E U/E U/E U/E U/EF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O ST 12"ST 12" ST ST ST 15" SA N 8" ST 15 " SAN 8" SAN 8" W SAN 6" W W W W W W8" W8" W8" O/E O/E O/E O/E O/E SAN ST 15 " ST 24"ST 24"ST 24"ST15" U/E U/E U/E U/E U/E U/E U/ E U/ E U/E U/ E U/E G 2" G 2" G 2" EX SAN SEWER EASEMENT BOOK 2002 PAGE 15792 EX 10' P.U.E. BOOK 2002 PAGE 15792 EX BUILDING 550 SE UNIVERSITY AVE D W8" W 8" W8" W8" W8" W8" W8" W8" W8" W8" D 10' P.U.E. 10' P . U . E . 70' ROW S PUBLIC WATER MAIN EASEMENT HYD HY D D 10 ' P . U . E . PUBLIC STORM SEWER EASEMENT STORM SEWER EASEMENTHYD 20'X30' ELECTRIC EASEMENT 30' SA N I T A R Y SEWE R E A S E M E N T D 10 ' P . U . E . CO CO CO CO WV WV WV 10' P. U . E . 10 ' P . U . E . LOT 1 500,394 SF 11.49 AC (N89°41'54"E, 193.56') (N44°54'16"E, R=25.00' Δ=89°35'14" L=39.09' CH=35.23') (N00°07'32"E, 9.12') (N 0 7 ° 2 6 ' 5 1 " W , R = 4 6 5 . 0 0 ' Δ = 1 5 ° 0 6 ' 3 9 " L= 1 2 2 . 6 4 ' C H = 1 2 2 . 2 8 ' ) (N 1 5 ° 0 0 ' 0 0 " W , 4 3 . 4 5 ' ) (F O R M E R L O T L I N E S0 0 ° 0 7 ' 2 0 " W , 3 0 0 . 0 1 ' ) (S 0 0 ° 0 7 ' 2 0 " W , 4 0 0 . 0 1 ' ) (S15°00'00"E, 19.65') (N89°41'53"E, 414.83') (N 0 0 ° 0 6 ' 3 9 " E , 2 1 6 . 2 2 ' ) (S45°05'44"E, R=25.00' Δ=90°24'46" L=39.45' CH=35.48') (N 0 7 ° 2 6 ' 4 1 " W , R = 5 3 5 . 0 0 ' Δ = 1 5 ° 0 6 ' 3 9 " L= 1 4 1 . 1 0 ' C H = 1 4 0 . 6 9 ' ) 30 ' L A N D S C A P E BU F F E R E A S E M E N T 20' ELECTRIC EASEMENT S 30' LANDSCAPE BUFFER EASEMENT X X X X X FO TS ELEC F/O ELEC F/O GV EM FOFOFO FO FOFO FO FO TTT F/O T TV F/O FO T F/O EFOT FO F/O T F/OFO E T F/O FO E FO F/O T E F/OT E F/O FF=1034.27 EMTV TS TS F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OU/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/E U/E U/ E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E ST 15"ST 15"ST 15"ST 15"ST 15" ST 15 " ST 24" ST 24"ST 18"ST 18" ST 8" ST 15" ST 15" ST 15" SA N 8" SAN 8" SAN 8" SAN 8"SAN 8" SAN 8" SAN 8" ST 12" SAN 8" F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O SAN 8" SAN 8" SAN 8" ST 24 " ST8" ST 36" APPROX. LOCATION PER CITY OF WAUKEE MAP APPROX. LOCATION PER CITY OF WAUKEE MAP SAN 8" SAN 8" SAN 8" APPROX. LOCATION PER CITY OF WAUKEE MAP ST 18" ST 18" ST 18" ST24" ST24" ST 30" G 2"G 2" G2" G 2" G 2" G 2" G 2" G2" G 2" G 2" G 2"G 2" G2" G G ST 8" F/O F/O F/O F/O G 2" G 2" W12"W12"W12"W12" W12" W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12" W8"W8"W8" W8" W8" W8" W W W W W W W W W W W W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W G2" G2" G2" G2" G2" G 2" G 2" G 2" G 2" G2" G2" F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/O F/O 1345 SE FLORENCE DRIVE WAUKEE, IA 50263 EX BUILDING 1335 SE FLORENCE DRIVE EX BUILDING 560 SE UNIVERSITY AVE ST 18" SAN 24"SAN 24"SAN 24"SAN 24"SAN 24" SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24" SAN 12" EX DETENTION EASEMENT BOOK 2020 PAGE 29359 EX 10' P.U . E . BOOK 200 2 P A G E 1 5 7 9 2 EX 1 0 ' P . U . E . BO O K 2 0 0 2 P A G E 1 5 7 9 2 U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E G 4"G 4"G 4"G 4" G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O GV EX STORM SEWER AND DRAINAGE EASEMENT INST#2024-10949 EX ELECTRIC EASEMENT BOOK 2019 PAGE 17922 EX STORM SEWER AND DRAINAGE EASEMENT INST # 2024-10950 EX 50' STORM SEWER & SURFACE FLOWAGE EASEMENT BOOK 1999 PAGE 6512 EX 1 0 ' P . U . E . BO O K 2 0 0 2 P A G E 1 5 7 9 2 TS TSFO TS G G G G U/E U/E U/E U/E U/E U/E U/E U/E F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/OF/O F/O F/O F/O F/O FF = 1 0 3 4 . 3 0 FF = 1 0 3 4 . 2 6 FF = 1 0 3 4 . 3 2 FF=1034.28 FF=1034.28 FF=1034.25 FF=1034.31 TS TS EM E F/O FO F/O F/O TV EME F/O TS F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O U/E U/E U/E U/E U/E U/E U/E U/E U/E U/EF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O ST 12"ST 12" ST ST ST 15" SA N 8" ST 15 " SAN 8" SAN 8" W SAN 6" W W W W W W8" W8" W8" O/E O/E O/E O/E O/E SAN ST 15 " ST 24"ST 24"ST 24"ST15" U/E U/E U/E U/E U/E U/E U/ E U/ E U/E U/ E U/E G 2" G 2" G 2" EX SAN SEWER EASEMENT BOOK 2002 PAGE 15792 EX 10' P.U.E. BOOK 2002 PAGE 15792 EX BUILDING 550 SE UNIVERSITY AVE EXISTING FDC TO SERVICE EXISTING & PROPOSED BUILDING ADDITION S U/E U/E U/E U/E U/E U/E U/E D MB CO CO CO CO CO CO CO CO CO CO CO CO CO WATER FOR ADDITION TO BE FROM EX BUILDING D W6" W6" W6" 236LF 6" WATER SERVICE 6" HYDRANT ASSEMBLY HYD CONNECT TO WATER STUB PER CITY OF WAUKEE STANDARDS. TRASH ENCLOSURE (REF. ARCH.) PROPOSED BUILDING ADDITION 28,230 SF FFE=1034.30± SE P A R K V I E W C R O S S I N G D R I V E FL O R E N C E D R I V E SE UNIVERSITY AVE SHEET C-402SHEET C-401 MA T C H L I N E MA T C H L I N E UTILITY NOTES: 1.ALL PROPOSED UTILTIES SHALL BE PRIVATE, UNLESS NOTED OTHERWISE. 2.ALL WATER LINES SHALL HAVE A MINIMUM OF 5.5' OF COVER UNLESS NOTED OTHERWISE. 3.FIRE HYDRANT ASSEMBLY SHALL INCLUDE THE TEE, BRANCH, VALVE, AND HYDRANT. 4.PIPE LENGTHS CALLED OUT ON PLANS INCLUDE FLARED END SECTION, WHERE APPLICABLE. 5.STORM SEWER CALLED OUT AS RCP MUST BE CLASS III RCP. 6.STORM SEWER CALLED OUT AS N-12 MAY BE EITHER N-12 OR CLASS III RCP. 7.FOR RCP PIPE, ASSOCIATED F.E.S. MUST BE RCP. FOR N-12 PIPE, ASSOCIATED F.E.S. SHALL BE CMP. 8.ALL NYLOPLAST BASINS SHALL HAVE CASTINGS SECURELY FASTENED TO THE BASIN BODY, AND ALL GRATES/LIDS SHALL BE BOLTED DOWN TO THE CASTINGS. 9.TRANSFORMER PAD IS SHOWN FOR REFERENCE ONLY AND MAY NOT BE DRAWN TO ACTUAL SIZE. PAD SHALL CONFORM TO ALL UTILITY COMPANY DESIGN STANDARDS AND SPECIFICATIONS. DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s DI S T R I C T O F F I C E A D D I T I O N & R E N O V A T I O N WA U K E E C S D WA U K E E , I A 1018C04 JANUARY 2026 35 0 1 1 0 4 t h S t r e e t , U r b a n d a l e , I A 5 0 3 2 2 P h : 5 1 5 - 2 7 6 - 0 4 6 7 BI S H O P E N G I N E E R I N G + 1ST CITY SUBMITTAL: 2-3-2026 2ND CITY SUBMITTAL: 2-25-2026 3RD CITY SUBMITTAL: 3-11-2026 L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 5 2 4 W A U K E E A D M I N E X P A N S I O N \ D W G \ C - 4 0 0 U T I L I T Y . D W G 3/ 1 1 / 2 0 2 6 7 : 3 5 : 2 0 P M GRAPHIC SCALE 040 20 40 80 C-400 OVERALL UTILITY PLAN EMFOFOFO FO FOFOT T T F/O FF=1034.27 EMTV CO CO CO TS U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E ST 24"ST 18"ST 18" G 2" G 2" G 2" G2" APPROX. LOCATION PER CITY OF WAUKEE MAP ST 8" F/O W W W F/ O F/ O F/ O F/O F/O F/O APPROX. LOCATION PER MIDAMERICAN MAP EX BUILDING 1335 SE FLORENCE DRIVE EX BUILDING 560 SE UNIVERSITY AVE EX CONCRETE EX 10' P.U . E . BOOK 200 2 P A G E 1 5 7 9 2 EX 1 0 ' P . U . E . BO O K 2 0 0 2 P A G E 1 5 7 9 2 U/E U/E G 4" F/O EX STORM SEWER AND DRAINAGE EASEMENT INST#2024-10949 EX ELECTRIC EASEMENT BOOK 2019 PAGE 17922 G G G G G U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E F/ O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/O FF = 1 0 3 4 . 3 0 CO ICV FF = 1 0 3 4 . 2 6 FF = 1 0 3 4 . 3 2 FF=1034.28 FF=1034.28 FF=1034.25 FF=1034.31 EX INTAKE T/C=1029.55 RIM=1029.03 FL(W 15"RCP)=1025.13 EX INTAKE T/C=1029.48 RIM=1028.90 FL(W 15"RCP)=1022.65 FL(N 15"RCP)=1022.70 FL(E 12"RCP)=1022.95 S EX SAN MH RIM=1026.29 INV(NE 8"PVC)=1016.11 INV(W 8"PVC)=1016.09 S EX SAN MH RIM=1025.34 INV(W 6"PVC)=1015.79 INV(E 8"PVC)=1015.79 INV(S 8"PVC)=1015.69 EX INTAKE T/C=1024.81 RIM=1024.39 FL(E 12"RCP)=1018.57 FL(W 15"RCP)=1017.94 FL(S 15"RCP)=1017.89 EX INTAKE T/C=1025.08 RIM=1024.50 FL(SW 12"RCP)=1021.45 FL(E 15"RCP)=1019.55 EX INTAKE RIM=1030.43 FL(W 12"RCP)=1026.58 EX BEEHIVE INTAKE TOP HIVE=1030.18 RIM=1029.44 FL(N 4"PVC)=1025.89 FL(E 12"RCP)=1025.76 FL(S 12"RCP)=1025.74 D FL(W 24"RCP)=1026.36 EX INTAKE RIM=1032.45 FL(N 18"RCP)=1028.55 D FL(E 24"RCP)=1026.94 FL(W 24"RCP)=1026.93 D TS EX INTAKE RIM=1032.68 FL(E 8"PVC)=1030.03 FL(N 18"RCP)=1028.03 TS EM D EX STORM MH RIM=1030.97 FL(E 24"RCP)=1024.12 FL(W 24"RCP)=1023.77 CO WSOWV ICV E F/O FO WV H Y D TBM: BURY BOLT ELEV=1033.47 ICV F/O F/O ICV ICV TVEME ICV ICV F/O TS F/O WV WV WV H Y D TBM: ARROW ON HYDRANT ELEV=1030.69 F/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O EX 'WAUKEE SCHOOLS' SIGN EX 'W' STATUE ST 12"ST 12"ST 12" ST ST ST 15" SA N 8" SA N 8" ST 15 " SAN 8" SAN 8" SAN 8" W EX DIRECTIONAL SIGNAGEEX DIRECTIONAL SIGNAGE EX BIKERACK EX FLAGPOLE (TYP) SAN 6" W W W W W W WW APPROX. LOCATION PER CITY MAPS W8" W8" W8" W8" O/E O/E O/E O/E O/E O/E O/E EX BENCH EX BENCH SAN APPROX. LOCATION PER CITY MAPS APPROX. LOCATION PER CITY MAPS ST 24"ST 24"ST 24"ST 24" ST15" U/E U/E U/E U/E U/E U/E U/E U/E U/ E U/ E U/E U/E U/E U/E G 2" G 2" G 2" G 2" EX SAN SEWER EASEMENT BOOK 2002 PAGE 15792 EX 10' P.U.E. BOOK 2002 PAGE 15792 EX BUILDING 550 SE UNIVERSITY AVE 10 ' P . U . E . (N89°41'54"E, 193.56') (N44°54'16"E, R=25.00' Δ=89°35'14" L=39.09' CH=35.23') (N00°07'32"E, 9.12') (N 0 7 ° 2 6 ' 5 1 " W , R = 4 6 5 . 0 0 ' Δ = 1 5 ° 0 6 ' 3 9 " L= 1 2 2 . 6 4 ' C H = 1 2 2 . 2 8 ' ) (N 1 5 ° 0 0 ' 0 0 " W , 4 3 . 4 5 ' ) (F O R M E R L O T L I N E S 0 0 ° 0 7 ' 2 0 " W , 3 0 0 . 0 1 ' ) (S15°00'00"E, 19.65') (N 0 7 ° 2 6 ' 4 1 " W , R = 5 3 5 . 0 0 ' Δ = 1 5 ° 0 6 ' 3 9 " L= 1 4 1 . 1 0 ' C H = 1 4 0 . 6 9 ' ) 30 ' L A N D S C A P E BU F F E R E A S E M E N T 20' ELECTRIC EASEMENT EMFOFOFO FO FOFOT T T F/O FF=1034.27 EMTV CO CO CO TS U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E ST 24"ST 18"ST 18" G 2" G 2" G 2" G2" APPROX. LOCATION PER CITY OF WAUKEE MAP ST 8" F/O W W W F/ O F/ O F/ O F/O F/O F/O APPROX. LOCATION PER MIDAMERICAN MAP EX BUILDING 1335 SE FLORENCE DRIVE EX BUILDING 560 SE UNIVERSITY AVE EX CONCRETE EX 10' P.U . E . BOOK 200 2 P A G E 1 5 7 9 2 EX 1 0 ' P . U . E . BO O K 2 0 0 2 P A G E 1 5 7 9 2 U/E U/E G 4" F/O EX STORM SEWER AND DRAINAGE EASEMENT INST#2024-10949 EX ELECTRIC EASEMENT BOOK 2019 PAGE 17922 G G G G G U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E F/ O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/O FF = 1 0 3 4 . 3 0 CO ICV FF = 1 0 3 4 . 2 6 FF = 1 0 3 4 . 3 2 FF=1034.28 FF=1034.28 FF=1034.25 FF=1034.31 EX INTAKE T/C=1029.55 RIM=1029.03 FL(W 15"RCP)=1025.13 EX INTAKE T/C=1029.48 RIM=1028.90 FL(W 15"RCP)=1022.65 FL(N 15"RCP)=1022.70 FL(E 12"RCP)=1022.95 S EX SAN MH RIM=1026.29 INV(NE 8"PVC)=1016.11 INV(W 8"PVC)=1016.09 S EX SAN MH RIM=1025.34 INV(W 6"PVC)=1015.79 INV(E 8"PVC)=1015.79 INV(S 8"PVC)=1015.69 EX INTAKE T/C=1024.81 RIM=1024.39 FL(E 12"RCP)=1018.57 FL(W 15"RCP)=1017.94 FL(S 15"RCP)=1017.89 EX INTAKE T/C=1025.08 RIM=1024.50 FL(SW 12"RCP)=1021.45 FL(E 15"RCP)=1019.55 EX INTAKE RIM=1030.43 FL(W 12"RCP)=1026.58 EX BEEHIVE INTAKE TOP HIVE=1030.18 RIM=1029.44 FL(N 4"PVC)=1025.89 FL(E 12"RCP)=1025.76 FL(S 12"RCP)=1025.74 D FL(W 24"RCP)=1026.36 EX INTAKE RIM=1032.45 FL(N 18"RCP)=1028.55 D FL(E 24"RCP)=1026.94 FL(W 24"RCP)=1026.93 D TS EX INTAKE RIM=1032.68 FL(E 8"PVC)=1030.03 FL(N 18"RCP)=1028.03 TS EM D EX STORM MH RIM=1030.97 FL(E 24"RCP)=1024.12 FL(W 24"RCP)=1023.77 CO WSOWV ICV E F/O FO WV H Y D TBM: BURY BOLT ELEV=1033.47 ICV F/O F/O ICV ICV TVEME ICV ICV F/O TS F/O WV WV WV H Y D TBM: ARROW ON HYDRANT ELEV=1030.69 F/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O EX 'WAUKEE SCHOOLS' SIGN EX 'W' STATUE ST 12"ST 12"ST 12" ST ST ST 15" SA N 8" SA N 8" ST 15 " SAN 8" SAN 8" SAN 8" W EX DIRECTIONAL SIGNAGEEX DIRECTIONAL SIGNAGE EX BIKERACK EX FLAGPOLE (TYP) SAN 6" W W W W W W WW APPROX. LOCATION PER CITY MAPS W8" W8" W8" W8" O/E O/E O/E O/E O/E O/E O/E EX BENCH EX BENCH SAN APPROX. LOCATION PER CITY MAPS APPROX. LOCATION PER CITY MAPS ST 24"ST 24"ST 24"ST 24" ST15" U/E U/E U/E U/E U/E U/E U/E U/E U/ E U/ E U/E U/E U/E U/E G 2" G 2" G 2" G 2" EX SAN SEWER EASEMENT BOOK 2002 PAGE 15792 EX 10' P.U.E. BOOK 2002 PAGE 15792 EX BUILDING 550 SE UNIVERSITY AVE EXISTING FDC TO SERVICE EXISTING & PROPOSED BUILDING ADDITION STRUCTURE #22 SW-501 INTAKE T/C=1031.56 FL(SUB)=1026.50 FL(SW)=1026.37 87LF 15" RCP @ S=1.00% D CORE DRILL EX INTAKE & CONNECT PIPE & SUBDRAIN FL=1025.50 ADJUST INTAKE RIM TO FINISHED GRADE. INSTALL MANHOLE CASTING AROUND EX PIPES. MB CORE DRILL & CONNECT SUBDRAIN FL=1025.48 CO CO CO CO STORM CO RIM=1030.55 FL=1027.25 156LF 6" SUBDRAIN STORM CO RIM=1031.07 FL=1028.07 STORM CO RIM=1032.58 FL=1029.90 STORM CO RIM=1033.42 FL=1030.46 123LF 6" SUBDRAIN 168LF 6" SUBDRAIN57LF 6" SUBDRAIN 111LF 6" SUBDRAIN LIGHT POLE, TYP. (REF. ELEC.) TRASH ENCLOSURE (REF. ARCH.) FL O R E N C E DR I V E MA T C H L I N E MA T C H L I N E DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s DI S T R I C T O F F I C E A D D I T I O N & R E N O V A T I O N WA U K E E C S D WA U K E E , I A 1018C04 JANUARY 2026 35 0 1 1 0 4 t h S t r e e t , U r b a n d a l e , I A 5 0 3 2 2 P h : 5 1 5 - 2 7 6 - 0 4 6 7 BI S H O P E N G I N E E R I N G + 1ST CITY SUBMITTAL: 2-3-2026 2ND CITY SUBMITTAL: 2-25-2026 3RD CITY SUBMITTAL: 3-11-2026 L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 5 2 4 W A U K E E A D M I N E X P A N S I O N \ D W G \ C - 4 0 0 U T I L I T Y . D W G 3/ 1 1 / 2 0 2 6 7 : 3 5 : 2 6 P M GRAPHIC SCALE 030 15 30 60 C-401 UTILITY PLAN UTILITY NOTES: 1.ALL PROPOSED UTILTIES SHALL BE PRIVATE, UNLESS NOTED OTHERWISE. 2.ALL WATER LINES SHALL HAVE A MINIMUM OF 5.5' OF COVER UNLESS NOTED OTHERWISE. 3.FIRE HYDRANT ASSEMBLY SHALL INCLUDE THE TEE, BRANCH, VALVE, AND HYDRANT. 4.PIPE LENGTHS CALLED OUT ON PLANS INCLUDE FLARED END SECTION, WHERE APPLICABLE. 5.STORM SEWER CALLED OUT AS RCP MUST BE CLASS III RCP. 6.STORM SEWER CALLED OUT AS N-12 MAY BE EITHER N-12 OR CLASS III RCP. 7.FOR RCP PIPE, ASSOCIATED F.E.S. MUST BE RCP. FOR N-12 PIPE, ASSOCIATED F.E.S. SHALL BE CMP. 8.ALL NYLOPLAST BASINS SHALL HAVE CASTINGS SECURELY FASTENED TO THE BASIN BODY, AND ALL GRATES/LIDS SHALL BE BOLTED DOWN TO THE CASTINGS. 9.TRANSFORMER PAD IS SHOWN FOR REFERENCE ONLY AND MAY NOT BE DRAWN TO ACTUAL SIZE. PAD SHALL CONFORM TO ALL UTILITY COMPANY DESIGN STANDARDS AND SPECIFICATIONS. X X X X X X X EX INTAKE RIM=1032.61 FL(N 18" RCP)=1029.51 FO TS ELEC F/O ELEC F/O GV EMFOFOFO FO FOFOT T T F/O EX SAN MH RIM=1025.56 INV(E 8"PVC)= 1011.70 INV(SW 8"PVC)=1011.66 FO T F/O EFO T FO F/O T F/O FO E T F/O FO E FO F/O T E F/OT COWV E CO S D EX STORM MH RIM=1032.18 FL(N 8" NYLO)=1027.38 FL(S 12" RCP)=1027.36 FL(W 12" RCP)=1027.32 WV WV H Y D F/O FF=1034.27 EMTV CO CO CO TS D EX STORM MH RIM=1035.88 FL(S 18" RCP)=1029.50 FL(W 18" RCP)=1029.48 TS EX INTAKE T/C=1034.66 RIM=1033.99 FL(N 15" RCP)=1029.49 D EX STORM MH RIM=1034.70 FL(E 15" RCP)=1029.38 D EX STORM MH RIM=1033.61 FL(W 15" RCP)=1028.60 FL(E 24" RCP)=1028.49 EX INTAKE T/C=1033.15 RIM=1032.46 EX INTAKE T/C=1033.20 RIM=1032.46 D EX STORM MH RIM=1033.89 FL(W 24" RCP)=1028.19 FL(E 30" RCP)=1028.11 EX INTAKE T/C=1033.81 RIM=1033.12 FL(N 24" RCP)=1028.12EX INTAKE T/C=1033.83 RIM=1033.06 RIM=1032.90 FL(S 24" RCP)=1027.90 FULL OF WATER D EX STORM MH RIM=1033.72 EX INTAKE T/C=1034.66 RIM=1033.87 FL(S)=1029.77 S EX SAN MH RIM=1031.70 INV(S 8"PVC)=1018.62 D EX STORM MH RIM=1031.54 FL(S 8" NYLO)=1027.99 WV F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E ST 15"ST 15"ST 15"ST 15"ST 15"ST 15" ST 15 " ST 24"ST 24" ST 24 " ST 18"ST 18" ST 8" ST 8" ST 15" ST 15" ST 15" ST 15" SA N 8" SA N 8" SA N 8" SA N 8" SAN 8" SAN 8" SAN 8" S D D D S F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" APPROX. LOCATION PER CITY OF WAUKEE MAP ST 18" ST 18" D 2" G2" G 2" G 2" G 2" G 2" G 2" G 2" G2" F/O F/O F/O F/O F/O F/O APPROX. LOCATION PER CITY OF WAUKEE MAP EX LOCATION PER CITY OF WAUKEE G 2" G 2" EX 4' CHAIN LINK FENCE EX 4' CHAIN LINK FENCE EX 4' CHAIN LINK FENCE F/O EX LOCATION PER SEGRA EX LOCATION PER SEGRA W12"W12"W12"W12" W12"W12"W12"W12"W12"W12"W12"W12"W 12"W 12"W 12"W12"W12"W12"W12"W12"W W8" W8" W8" W8" W8" W W W W W8" W8" W8" W8" W W W W W W W G2" G2" G2" G2" G 2" G 2" G 2" G 2" G2" G2" G2" G2" F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O APPROX. LOCATION PER MIDAMERICAN MAP APPROX. LOCATION PER MIDAMERICAN MAP APPROX. LOCATION PER MIDAMERICAN MAP LOT 95 LOT 98 LOT 99 LOT 100 LOT 101 LOT 102 LOT 103 LOT 104 LOT 105 LOT 106 LOT 107 LOT 1 EX WET POND 100-YR ELEV=1025.38 PER PREVIOUS REPORT BISHOP PN 180168 EX CONCRETE ST 18" ST 18" DD H Y D TBM: BURY BOLT ELEV=1036.34 S S EX SAN MH RIM=1034.54 INV(E 24"RCP)=1013.62 INV(W 24"RCP)=1013.29 SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24" SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24" SAN 24"SAN 24"SAN 24"SAN SAN 12" APPROX. LOCATION PER CITY MAPS LOT 2 LOT 3 LOT 4 EX DETENTION EASEMENT BOOK 2020 PAGE 29359 U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E G 4"G 4"G 4"G 4"G 4"G 4" G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4" G 4"F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O GV EX ELECTRIC EASEMENT BOOK 2019 PAGE 17922 EX STORM SEWER AND DRAINAGE EASEMENT INST # 2024-10950 TS TS FO TS G U/EU/EF/O F/O FF=1034.25 FF=1034.31 TS WV ICV TVEME TS F/O F/O F/O U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/EF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O O/E EX 10' P.U.E. BOOK 2002 PAGE 15792 STRUCTURE #2X 24" FES FL(N)=1017.50 D STRUCTURE #2 SW-506 INTAKE W/ TYPE Q GRATE T/C=1030.41 FL(SUB)=1026.41 FL(N)=1022.13 FL(E)=1022.13 FL(S)=1022.03 153LF 24" RCP @ S=2.96% STRUCTURE #3 SW-501 INTAKE T/C=1031.96 FL(SUB)=1027.96 FL(W)=1024.05 FL(S)=1023.95 182LF 15" RCP @ S=1.00% STRUCTURE #4 SW-501 INTAKE T/C=1031.68 FL(SUB)=1027.68 FL(W)=1024.27 FL(E)=1024.17 9LF 15" RCP @ S=1.30% STRUCTURE #5 SW-501 INTAKE T/C=1032.00 FL(SUB)=1028.00 FL(E)=1025.41 FL(W)=1025.51 88LF 15" RCP @ S=1.30% STRUCTURE #7 SW-501 INTAKE T/C=1030.21 FL(SUB)=1026.21 FL(N)=1023.98 FL(SW)=1023.88 97LF 15" N-12 @ S=1.30% STRUCTURE #8 SW-505 INTAKE T/C=1031.50 FL(SUB)=1027.50 FL(S)=1024.90 71LF 15" RCP @ S=1.30% 312LF 6" SAN SWR @ S=0.60% STRUCTURE #6 24" NYLOPLAST BASIN RIM=1029.34 FL(NE)=1023.48 FL(W)=1023.38 30LF 15" N-12 @ S=1.30% UNDERGROUND ELECTRIC TO BE INSTALLED BY MIDAMERICAN PRIOR TO CONSTRUCTION. W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" D 10' P.U.E. 10' P . U . E . 70' ROW S PUBLIC WATER MAIN EASEMENT HY D HY D D 10 ' P . U . E . PUBLIC STORM SEWER EASEMENT STORM SEWER EASEMENT HYD 20'X30' ELECTRIC EASEMENT 30' SA N I T A R Y SEWE R E A S E M E N T D 10 ' P . U . E . CO CO CO CO WV WV WV 10' P. U . E . 0+00 0+51 (F O R M E R L O T L I N E S 0 0 ° 0 7 ' 2 0 " W , 3 0 0 . 0 1 ' ) (S 0 0 ° 0 7 ' 2 0 " W , 4 0 0 . 0 1 ' ) 20' ELECTRIC EASEMENT S 30' LANDSCAPE BUFFER EASEMENT X X X X X X X EX INTAKE RIM=1032.61 FL(N 18" RCP)=1029.51 FO TS ELEC F/O ELEC F/O GV EMFOFOFO FO FOFOT T T F/O EX SAN MH RIM=1025.56 INV(E 8"PVC)= 1011.70 INV(SW 8"PVC)=1011.66 FO T F/O EFO T FO F/O T F/O FO E T F/O FO E FO F/O T E F/OT COWV E CO S D EX STORM MH RIM=1032.18 FL(N 8" NYLO)=1027.38 FL(S 12" RCP)=1027.36 FL(W 12" RCP)=1027.32 WV WV H Y D F/O FF=1034.27 EMTV CO CO CO TS D EX STORM MH RIM=1035.88 FL(S 18" RCP)=1029.50 FL(W 18" RCP)=1029.48 TS EX INTAKE T/C=1034.66 RIM=1033.99 FL(N 15" RCP)=1029.49 D EX STORM MH RIM=1034.70 FL(E 15" RCP)=1029.38 D EX STORM MH RIM=1033.61 FL(W 15" RCP)=1028.60 FL(E 24" RCP)=1028.49 EX INTAKE T/C=1033.15 RIM=1032.46 EX INTAKE T/C=1033.20 RIM=1032.46 D EX STORM MH RIM=1033.89 FL(W 24" RCP)=1028.19 FL(E 30" RCP)=1028.11 EX INTAKE T/C=1033.81 RIM=1033.12 FL(N 24" RCP)=1028.12EX INTAKE T/C=1033.83 RIM=1033.06 RIM=1032.90 FL(S 24" RCP)=1027.90 FULL OF WATER D EX STORM MH RIM=1033.72 EX INTAKE T/C=1034.66 RIM=1033.87 FL(S)=1029.77 S EX SAN MH RIM=1031.70 INV(S 8"PVC)=1018.62 D EX STORM MH RIM=1031.54 FL(S 8" NYLO)=1027.99 WV F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E ST 15"ST 15"ST 15"ST 15"ST 15"ST 15" ST 15 " ST 24"ST 24" ST 24 " ST 18"ST 18" ST 8" ST 8" ST 15" ST 15" ST 15" ST 15" SA N 8" SA N 8" SA N 8" SA N 8" SAN 8" SAN 8" SAN 8" S D D D S F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" APPROX. LOCATION PER CITY OF WAUKEE MAP ST 18" ST 18" D 2" G2" G 2" G 2" G 2" G 2" G 2" G 2" G2" F/O F/O F/O F/O F/O F/O APPROX. LOCATION PER CITY OF WAUKEE MAP EX LOCATION PER CITY OF WAUKEE G 2" G 2" EX 4' CHAIN LINK FENCE EX 4' CHAIN LINK FENCE EX 4' CHAIN LINK FENCE F/O EX LOCATION PER SEGRA EX LOCATION PER SEGRA W12"W12"W12"W12" W12"W12"W12"W12"W12"W12"W12"W12"W 12"W 12"W 12"W12"W12"W12"W12"W12"W W8" W8" W8" W8" W8" W W W W W8" W8" W8" W8" W W W W W W W G2" G2" G2" G2" G 2" G 2" G 2" G 2" G2" G2" G2" G2" F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O APPROX. LOCATION PER MIDAMERICAN MAP APPROX. LOCATION PER MIDAMERICAN MAP APPROX. LOCATION PER MIDAMERICAN MAP LOT 95 LOT 98 LOT 99 LOT 100 LOT 101 LOT 102 LOT 103 LOT 104 LOT 105 LOT 106 LOT 107 LOT 1 EX WET POND 100-YR ELEV=1025.38 PER PREVIOUS REPORT BISHOP PN 180168 EX CONCRETE ST 18" ST 18" DD H Y D TBM: BURY BOLT ELEV=1036.34 S S EX SAN MH RIM=1034.54 INV(E 24"RCP)=1013.62 INV(W 24"RCP)=1013.29 SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24" SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24" SAN 24"SAN 24"SAN 24"SAN SAN 12" APPROX. LOCATION PER CITY MAPS LOT 2 LOT 3 LOT 4 EX DETENTION EASEMENT BOOK 2020 PAGE 29359 U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E G 4"G 4"G 4"G 4"G 4"G 4" G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4" G 4"F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O GV EX ELECTRIC EASEMENT BOOK 2019 PAGE 17922 EX STORM SEWER AND DRAINAGE EASEMENT INST # 2024-10950 TS TS FO TS G U/EU/EF/O F/O FF=1034.25 FF=1034.31 TS WV ICV TVEME TS F/O F/O F/O U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/EF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O O/E EX 10' P.U.E. BOOK 2002 PAGE 15792 S STRUCTURE #31 48" SW-301 MANHOLE RIM=1033.62 INV(E)=1024.47 INV(W)=1024.57 16LF 6" SAN SWR @ S=2.00% U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E INV=1024.88 (REF. PLUMB. FOR CONT.) **CRITICAL CROSSING** BOTTOM SAN=1024.89 TOP STORM=1023.39 **CRITICAL CROSSING** INSTALL STORM SEWER UNDER U/E. GENERATOR (REF. ELEC.) TRANSFORMER PAD W/ MOAT (SEE DETAIL 15/C-601) CONNECT TO EX SANITARY SEWER STUB. (FIELD VERIFY DEPTH & ADJUST EX STUB AS NECESSARY FOR CONNECTION) PROPOSED UTILITY LOCATIONS FROM SE PARKVIEW CROSSING DRIVE CONSTRUCTION PLANS (BY OTHERS). PROPOSED UTILITY LOCATIONS FROM SE PARKVIEW CROSSING DRIVE CONSTRUCTION PLANS (BY OTHERS). CO CO CO STORM CO RIM=1034.52 FL=1031.53 STORM CO RIM=1033.52 FL=1030.52 STORM CO RIM=1034.45 FL=1031.45 6"X6" BEND 207LF 6" SUBDRAIN 82LF 6" SUBDRAIN 82LF 6" SUBDRAIN 82LF 6" SUBDRAIN 82LF 6" SUBDRAIN 6"X6" TEE CO STORM CO RIM=1033.42 FL=1030.46 321LF 6" SUBDRAIN 73LF 6" SUBDRAIN 63LF 6" SUBDRAIN 104LF 6" SUBDRAIN 63LF 6" SUBDRAIN 57LF 6" SUBDRAIN 81LF 6" SUBDRAIN 104LF 6" SUBDRAIN 60LF 6" SUBDRAIN 6"X6" CROSS 74LF 6" SUBDRAIN 65LF 6" SUBDRAIN CO CO CO CO CO CO STORM CO RIM=1033.25 FL=1031.45 STORM CO RIM=1033.07 FL=1031.45 STORM CO RIM=1032.52 FL=1031.45 STORM CO RIM=1032.64 FL=1031.45 STORM CO RIM=1031.16 FL=1031.45 STORM CO RIM=1031.19 FL=1031.45 LIGHT POLE, TYP. (REF. ELEC.) LIGHT POLE, TYP. (REF. ELEC.) LIGHT POLE, TYP. (REF. ELEC.) LIGHT POLE, TYP. (REF. ELEC.) INV=1022.60 NEW MIDAMERICAN SWITCHGEAR WATER FOR ADDITION TO BE FROM EX BUILDING D ARCADIA AR4PC HYDRAULIC SEPARATOR (SEE DETAIL 1/C-602) RIM=1030.37 FL(N)=1021.90 FL(S)=1021.80 W6" W6" W6" W6" W6" 236LF 6" WATER SERVICE 6" HYDRANT ASSEMBLY HY D STRUCTURE #10 24" NYLOPLAST BASIN RIM=1033.36 FL(E)=1026.91 FL(N)=1027.01 140LF 12" N-12 @ S=1.00% STRUCTURE #11 24" NYLOPLAST BASIN RIM=1033.39 FL(S)=1027.56 55LF 12" N-12 @ S=1.00% CONNECT TO WATER STUB PER CITY OF WAUKEE STANDARDS. TRASH ENCLOSURE (REF. ARCH.) PROPOSED BUILDING ADDITION 28,230 SF FFE=1034.30± SE P A R K V I E W C R O S S I N G D R I V E SE UNIVERSITY AVE MA T C H L I N E MA T C H L I N E DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s DI S T R I C T O F F I C E A D D I T I O N & R E N O V A T I O N WA U K E E C S D WA U K E E , I A 1018C04 JANUARY 2026 35 0 1 1 0 4 t h S t r e e t , U r b a n d a l e , I A 5 0 3 2 2 P h : 5 1 5 - 2 7 6 - 0 4 6 7 BI S H O P E N G I N E E R I N G + 1ST CITY SUBMITTAL: 2-3-2026 2ND CITY SUBMITTAL: 2-25-2026 3RD CITY SUBMITTAL: 3-11-2026 L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 5 2 4 W A U K E E A D M I N E X P A N S I O N \ D W G \ C - 4 0 0 U T I L I T Y . D W G 3/ 1 1 / 2 0 2 6 7 : 3 5 : 3 2 P M GRAPHIC SCALE 030 15 30 60 C-402 UTILITY PLAN UTILITY NOTES: 1.ALL PROPOSED UTILTIES SHALL BE PRIVATE, UNLESS NOTED OTHERWISE. 2.ALL WATER LINES SHALL HAVE A MINIMUM OF 5.5' OF COVER UNLESS NOTED OTHERWISE. 3.FIRE HYDRANT ASSEMBLY SHALL INCLUDE THE TEE, BRANCH, VALVE, AND HYDRANT. 4.PIPE LENGTHS CALLED OUT ON PLANS INCLUDE FLARED END SECTION, WHERE APPLICABLE. 5.STORM SEWER CALLED OUT AS RCP MUST BE CLASS III RCP. 6.STORM SEWER CALLED OUT AS N-12 MAY BE EITHER N-12 OR CLASS III RCP. 7.FOR RCP PIPE, ASSOCIATED F.E.S. MUST BE RCP. FOR N-12 PIPE, ASSOCIATED F.E.S. SHALL BE CMP. 8.ALL NYLOPLAST BASINS SHALL HAVE CASTINGS SECURELY FASTENED TO THE BASIN BODY, AND ALL GRATES/LIDS SHALL BE BOLTED DOWN TO THE CASTINGS. 9.TRANSFORMER PAD IS SHOWN FOR REFERENCE ONLY AND MAY NOT BE DRAWN TO ACTUAL SIZE. PAD SHALL CONFORM TO ALL UTILITY COMPANY DESIGN STANDARDS AND SPECIFICATIONS. FO TS ELEC F/O ELEC F/O EMFOFOFO FO FOFOT T T F/O ICV FF=1034.27 EMTV CO CO CO TS D TS D F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E ST 15"ST 15"ST 15"ST 15" ST 15 " ST 24"ST 18"ST 18"ST 18" G 2" G 2" G 2" G2" ST 8" F/O F/O F/O F/O F/O F/O 12" W W W W F/ O F/ O F/ O F/ O F/O F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O EX BUILDING 1335 SE FLORENCE DRIVE EX BUILDING 560 SE UNIVERSITY AVE LOT 59 SE UNIVERSITY AVE R.O.W. VARIES (PUBLIC STREET-CONCRETE SURFACE) S SAN 24"SAN 24"SAN 24"SAN 24"SAN 24" SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24" F/ O G 4"G 4"G 4"G 4"G 4"G 4" G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O LOT 1 SE F L O R E N C E DR I V E 70 ' R . O . W . ( P U B L I C ST R E E T - C O N C R E T E S U R F A C E ) GM YA DR G G G G G F/ O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/O FF = 1 0 3 4 . 3 0 CO ICV FF = 1 0 3 4 . 2 6 FF = 1 0 3 4 . 3 2 FF=1034.28 FF=1034.28 FF=1034.25 FF=1034.31 S D D D TS TS EM CO WS OWV ICV E F/O FO ICV WV H Y D 8" TREE 12" TREE ICV F/O F/O ICV 18" TREE ICV 15" TREE TVEME 12" TREEICV ICV10" TREE F/O TSF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O ST 12"ST 12"ST 12" ST ST 15" ST 15 " SAN 8" SAN 8" SAN 8" W W W W W WW O/E O/E O/E O/E O/E O/E O/E SAN ST 15 " ST 24"ST 24"ST 24"ST 24" ST15" EX BUILDING 550 SE UNIVERSITY AVE 1035 1034 1036 1035 1034 1032 1033 10 3 2 10 3 3 10 3 2 10 3 3 10 3 4 10 3 2 1032 1025 1030 1023 1024 1026 1027 1028 1029 1030 1027 1028 1029 1031 1032 10 3 3 1032 1033 1031 1032 103 2 103 3 103 1 1031 103 5 10 3 4 103 0 11 + 0 0 12 + 0 0 13 + 0 0 10 + 0 0 11 + 0 0 12 + 0 0 13 + 0 0 PC=11+23.02 30' BUILDING SETBACK 30' BUILDING SETBACK 30 ' B U I L D I N G S E T B A C K LOT 1 500,394 SF 11.49 AC 0+00 0+00 (S89°54'20"E, 1309.32') (N89°41'54"E, 300.49') (S 0 0 ° 1 8 ' 0 6 " E , 1 8 8 . 0 0 ' ) (S89°41'49"W, 156.97') (S75°00'00"W, 36.63') (N 1 5 ° 0 0 ' 0 0 " W , 1 0 6 . 1 8 ' ) (N89°41'54"E, 193.56') (N44°54'16"E, R=25.00' Δ=89°35'14" L=39.09' CH=35.23') (N00°07'32"E, 9.12') (S89°41'55"W, 463.72') (F O R M E R L O T L I N E S 0 0 ° 0 7 ' 2 0 " W , 3 0 0 . 0 1 ' ) (S 0 0 ° 0 7 ' 2 0 " W , 4 0 0 . 0 1 ' ) (S15°00'00"E, 19.65') (N 0 7 ° 2 6 ' 4 1 " W , R = 5 3 5 . 0 0 ' Δ = 1 5 ° 0 6 ' 3 9 " L= 1 4 1 . 1 0 ' C H = 1 4 0 . 6 9 ' ) WB-67 - Interstate Semi-Trailer 30' B U I L D I N G S E T B A C K FO TS ELEC F/O ELEC F/O EMFOFOFO FO FOFOT T T F/O ICV FF=1034.27 EMTV CO CO CO TS D TS D F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E ST 15"ST 15"ST 15"ST 15" ST 15 " ST 24"ST 18"ST 18"ST 18" G 2" G 2" G 2" G2" ST 8" F/O F/O F/O F/O F/O F/O 12" W W W W F/ O F/ O F/ O F/ O F/O F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O EX BUILDING 1335 SE FLORENCE DRIVE EX BUILDING 560 SE UNIVERSITY AVE LOT 59 SE UNIVERSITY AVE R.O.W. VARIES (PUBLIC STREET-CONCRETE SURFACE) S SAN 24"SAN 24"SAN 24"SAN 24"SAN 24" SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24"SAN 24" F/ O G 4"G 4"G 4"G 4"G 4"G 4" G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O LOT 1 SE F L O R E N C E DR I V E 70 ' R . O . W . ( P U B L I C ST R E E T - C O N C R E T E S U R F A C E ) GM YA DR G G G G G F/ O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/O FF = 1 0 3 4 . 3 0 CO ICV FF = 1 0 3 4 . 2 6 FF = 1 0 3 4 . 3 2 FF=1034.28 FF=1034.28 FF=1034.25 FF=1034.31 S D D D TS TS EM CO WS OWV ICV E F/O FO ICV WV H Y D 8" TREE 12" TREE ICV F/O F/O ICV 18" TREE ICV 15" TREE TVEME 12" TREEICV ICV10" TREE F/O TSF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O ST 12"ST 12"ST 12" ST ST 15" ST 15 " SAN 8" SAN 8" SAN 8" W W W W W WW O/E O/E O/E O/E O/E O/E O/E SAN ST 15 " ST 24"ST 24"ST 24"ST 24" ST15" EX BUILDING 550 SE UNIVERSITY AVE PROPOSED BUILDING ADDITION 28,230 SF FFE=1034.30± 1030 1031 1032 103 3 103 0 10 3 1 10 3 2 U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E SHEET C-102 MA T C H L I N E MA T C H L I N E SHEET C-101 D MB 1030 1032 1031 CO CO CO CO CO CO CO CO CO CO CO CO CO D 1030 1031 HY D TRASH ENCLOSURE (REF. ARCH.) SHEET C-502SHEET C-501 MA T C H L I N E MA T C H L I N E DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s DI S T R I C T O F F I C E A D D I T I O N & R E N O V A T I O N WA U K E E C S D WA U K E E , I A 1018C04 JANUARY 2026 35 0 1 1 0 4 t h S t r e e t , U r b a n d a l e , I A 5 0 3 2 2 P h : 5 1 5 - 2 7 6 - 0 4 6 7 BI S H O P E N G I N E E R I N G + 1ST CITY SUBMITTAL: 2-3-2026 2ND CITY SUBMITTAL: 2-25-2026 3RD CITY SUBMITTAL: 3-11-2026 GRAPHIC SCALE 030 15 30 60 GENERAL LANDSCAPE REQUIREMENTS TOTAL SQUARE FOOTAGE OF PROJECT AREA 500,394 SF GENERAL OPEN SPACE REQUIREMENT TOTAL REQUIRED OPEN SPACE - (20%)100,079 SF TOTAL OPEN SPACE PROVIDED - (64%)320,036 SF MINIMUM PLANTING REQUIREMENTS REQUIRED TOTAL NUMBER OF TREES 100 TREES TOTAL NUMBER OF TREES PROVIDED 201 TREES REQUIRED NUMBER OF OVERSTORY TREES(50% TOTAL)50 TREES NUMBER OF OVERSTORY TREES PROVIDED 92 TREES REQUIRED NUMBER OF EVERGREEN TREES(25% TOTAL)25 TREES NUMBER OF EVERGREEN TREES PROVIDED 57 TREES REQUIRED NUMBER OF SHRUBS 100 SHRUBS NUMBER OF SHRUBS PROVDED 117 SHRUBS INTERIOR PARKING LOT REQUIREMENTS REQUIRED PARKING LOT ISLAND TREES (1 PER ISLAND)25 TREES PARKING LOT ISLAND TREES PROVIDED 31 TREES REQUIRED PARKING SETBACK TREES (1 PER LF)21 TREES PARKING SETBACK TREES PROVIDED 21 TREES BUFFER AND SCREENING REQUIREMENTS BUFFER WIDTH REQUIRED 30' LENGTH OF BUFFER 1,100' REQUIRED OVERSTORY TREES (2 / 50 LF BUFFER)44 TREES OVERSTORY TREES PROVIDED 36 TREES REQUIRED UNDERSTORY TREES (2 / 50 LF BUFFER)44 TREES UNDERSTORY TREES PROVIDED 48 TREES REQUIRED EVERGREEN TREES (3 / 50 LF BUFFER)66 TREES EVERGREEN TREES PROVIDED 52 TREES FOR THE WESTERN 430' OF THE BUFFER, A PUBLIC UTILITIES EASEMENT RESTRICTS THE BUFFER TO ONLY 20' WIDE. DUE TO SPACE LIMITATION, 16 REQUIRED BUFFER TREES (8 OVERSTORY AND 8 EVERGREEN) HAVE BEEN MOVED TO OTHER PORTIONS OF THE SITE. LANDSCAPE NOTES: 1.ALL SODDING/SEEDING & LANDSCAPE PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS, UNLESS SPECIFIED OTHERWISE. 2.SOD/SEED ALL DISTURBED AREAS WITHIN THE CONTRACT LIMITS, UNLESS NOTED OTHERWISE. SOD/SEED LIMITS SHOWN ON PLAN ARE FOR REFERENCE ONLY. FINAL LIMITS MAY CHANGE BASED ON CONSTRUCTION ACTIVITIES. 3.STAKE SOD ON ALL SLOPES 3 : 1 OR GREATER. 4.PLANT QUANTITIES ARE FOR CONTRACTORS CONVENIENCE, THE DRAWING SHALL PREVAIL IF A CONFLICT OCCURS. 5.ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1). 6.CONTRACTOR SHALL WARRANTY ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF INITIAL ACCEPTANCE. 7.FOR WARRANTY PURPOSES, THE DATE OF INITIAL ACCEPTANCE SHALL BE SUBMITTED IN WRITING TO THE OWNER AND/OR OWNER'S REPRESENTATIVE AFTER ALL PLANT MATERIALS HAVE BEEN INSTALLED AND REVIEWED BY OWNER OR OWNER'S REPRESENTATIVE. PLANT MATERIALS WILL ONLY BE ACCEPTED IF THEY ARE IN AN ALIVE AND THRIVING CONDITION. 8.CONDITIONAL ACCEPTANCE OF PLANT MATERIAL MAY BE GIVEN FOR PLANTS INSTALLED IN A DORMANT CONDITION WITH INITIAL ACCEPTANCE OCCURRING THE FOLLOWING SPRING ONCE THEY ARE SHOWN TO BE ALIVE AND THRIVING. 9.IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE IDENTIFICATION TAGS AND CORDS ON ALL PLANT MATERIAL PRIOR TO THE COMPLETION OF THE CONTRACT. IDENTIFICATION TAGS (INCLUDING SIZING INFORMATION) MUST BE LEFT ON UNTIL AFTER ACCEPTANCE BY OWNER OR OWNER'S REPRESENTATIVE. 10.CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES, SHRUBS AND GROUND COVER BEDS TO A DEPTH OF 4 INCHES, UNLESS NOTED. 11.STAKING AND GUYING OF TREES SHALL BE BASED ON CURRENT ACCEPTED NURSERY STANDARDS. TREES IN LARGE OPEN AREAS SUBJECT TO SIGNIFICANT WIND SHALL BE STAKED USING THE 3 STAKE AND GUYING METHOD. STAKE AND WRAP TREES IMMEDIATELY AFTER PLANTING. CONTRACTOR SHALL ADJUST AND MAINTAIN GUYING TENSION THROUGHOUT THE PLANT ESTABLISHMENT PERIOD. REMOVE ALL STAKES AND GUY WIRES NO MORE THAN ONE YEAR AFTER INSTALLATION. 12.THE LANDSCAPING CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BEFORE STARTING ANY SITE WORK OR PLANTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES. 13.NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATION OF THE LANDSCAPE ARCHITECT. 14.ALL EDGING SHALL BE 4" X 6" LIMESTONE BLOCK. SEE SHEET C-502. 15.CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OF WATERING FOR ALL NEW PLANTS FOR A PERIOD OF 30 DAYS. 16.ALL SHRUB AND PERENNIAL PLANTING BEDS SHALL INCORPORATE TYPAR 3301 NONWOVEN LANDSCAPE FABRIC (OR SIMILAR) AND 4" THICK LAYER OF SHREDDED HARDWOOD MULCH. 17.ALL BEDS TO RECEIVE GRANULAR PRE-EMERGENT WEED CONTROL BEFORE AND AFTER MULCH/ROCK IS INSTALLED.C-500 OVERALL LANDSCAPE PLAN OVERALL LANDSCAPE PLAN SEED MIX 2: LOW GROW GRASS MIX: SEED TYPE TO BE "LOW GROW GRASS MIXTURE" SUPPLIED BY UNITED SEEDS (OR APPROVED EQUAL). INSTALL SEED WITH MECHANICAL DRILL TYPE SEEDER AT A RATE OF 32 LBS PER ACRE. SEEDING DATES, SITE PREPARATION, SEEDING INSTALLATION, WATER REQUIREMENTS, FERTILIZING, AND MOWING PER UNITED SEEDS TECH BULLETIN FOR SEED TYPE. SEED MIX 3: LITTLE BUCKAROO NATIVE MIX: SEED TYPE TO BE "LITTLE BUCKAROO NATIVE MIXTURE" SUPPLIED BY UNITED SEEDS (OR APPROVED EQUAL). INSTALL SEED WITH MECHANICAL DRILL TYPE SEEDER AT A RATE OF 20 LBS PER ACRE. SEEDING DATES, SITE PREPARATION, SEEDING INSTALLATION, WATER REQUIREMENTS, FERTILIZING, AND MOWING PER UNITED SEEDS TECH BULLETIN FOR SEED TYPE. SEED MIX 1: LOW GROW GRASS AND WILDFLOWER MIX: SEED TYPE TO BE "LOW GROW GRASS AND NOT TOO TALL WILDFLOWER MIXTURE" SUPPLIED BY UNITED SEEDS (OR APPROVED EQUAL). INSTALL SEED WITH MECHANICAL DRILL TYPE SEEDER AT A RATE OF 30 LBS PER ACRE. SEEDING DATES, SITE PREPARATION, SEEDING INSTALLATION, WATER REQUIREMENTS, FERTILIZING, AND MOWING PER UNITED SEEDS TECH BULLETIN FOR SEED TYPE. LEGEND SOD: PROVIDE AND INSTALL SOD FROM LOCAL SUPPLIERS. AREAS TO BE SODDED MUST BE FREE OF ALL CONSTRUCTION DEBRIS AND ANY DIRT CLUMPS OVER 1" IN DIAMETER. THOROUGHLY WATER SOD UPON INSTALLATION. CONTRACTOR TO MAINTAIN WATERING UNTIL SOD IS ESTABLISHED (ROOTS KNITTED INTO SUBSURFACE) SEED MIX 4: RETENTION BASIN EDGE MIX: SEED TYPE TO BE "NORTHERN RETENTION BASIN ECONOMY MIX" SUPPLIED BY ROUNDSTONE NATIVE SEED (OR APPROVED EQUAL). INSTALL SEED WITH MECHANICAL DRILL TYPE SEEDER AT A RATE OF 10 LBS PER ACRE. NURSE CROP OF OATS, ANNUAL RYE, OR BROWN TOP MILLET IS RECOMMENDED.SEEDING DATES, SITE PREPARATION, SEEDING INSTALLATION, WATER REQUIREMENTS, FERTILIZING, AND MOWING PER ROUNDSTONE SIX BASIC ELEMENTS GUIDE. SHREDDED HARDWOOD MULCH: SHREDDED HARDWOOD MULCH, 4" THICKNESS AND UNDERLAIN WITH TYPAR 3301 NON WOVEN LANDCSAPE FABRIC. SHREDDED MULCH SHALL MATCH EXISTING MULCH ON SITE. EMFOFOFO F/O ICV FF=1034.27 EMTV CO CO CO TS U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E ST 24"ST 24"ST 18"ST 18"ST 18" G2" G2" ST 18 " ST 8"ST 8" F/O F/O W F/ O F/O F/O F/O F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O EX BUILDING 560 SE UNIVERSITY AVE F/ O F/ O F/O G 4"G 4" F/O F/O G F/O LOT 1 GM YA DR G G G G G G G F/ O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O FF = 1 0 3 4 . 3 0 CO ICV FF = 1 0 3 4 . 2 6 FF = 1 0 3 4 . 3 2 FF=1034.28 FF=1034.28 FF=1034.25 FF=1034.31 S S D D D TS TS EM D CO WS OWV ICV E F/O FO ICV WV H Y D 8" TREE 12" TREE ICV F/O F/O ICV 18" TREE ICV 15" TREE TVEME 12" TREE ICV ICV10" TREE F/O TS F/O WV WV D F/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O ST 12"ST 12"ST 12"ST 12"ST 12" ST ST ST ST ST ST 15" ST 15" SA N 8" SA N 8" ST 15 " ST 15 " ST 12" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" W SAN 6" W W W W W W W W W W W W W8" W8" W8" W8" O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E SAN SAN ST 24"ST 24"ST 24"ST 24"ST 24"ST 24"ST 24"ST 24" ST 18 " ST15" ST15" G 2" G 2" G 2" G 2" G 2" G 2" EX BUILDING 550 SE UNIVERSITY AVE 10 3 3 30' BUILDING SETBACK 30 ' B U I L D I N G S E T B A C K (N89°41'54"E, 300.49') (S 0 0 ° 1 8 ' 0 6 " E , 1 8 8 . 0 0 ' ) (S89°41'49"W, 156.97') (S75°00'00"W, 36.63') (N 1 5 ° 0 0 ' 0 0 " W , 1 0 6 . 1 8 ' ) (N89°41'54"E, 193.56') (N44°54'16"E, R=25.00' Δ=89°35'14" L=39.09' CH=35.23') (N00°07'32"E, 9.12') (N 0 7 ° 2 6 ' 5 1 " W , R = 4 6 5 . 0 0 ' Δ = 1 5 ° 0 6 ' 3 9 " L= 1 2 2 . 6 4 ' C H = 1 2 2 . 2 8 ' ) (N 1 5 ° 0 0 ' 0 0 " W , 4 3 . 4 5 ' ) (S89°41'55"W, 463.72') (F O R M E R L O T L I N E S0 0 ° 0 7 ' 2 0 " W , 3 0 0 . 0 1 ' ) (S15°00'00"E, 19.65') EMFOFOFO F/O ICV FF=1034.27 EMTV CO CO CO TS U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E ST 24"ST 24"ST 18"ST 18"ST 18" G2" G2" ST 18 " ST 8"ST 8" F/O F/O W F/ O F/O F/O F/O F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O EX BUILDING 560 SE UNIVERSITY AVE F/ O F/ O F/O G 4"G 4" F/O F/O G F/O LOT 1 GM YA DR G G G G G G G F/ O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O FF = 1 0 3 4 . 3 0 CO ICV FF = 1 0 3 4 . 2 6 FF = 1 0 3 4 . 3 2 FF=1034.28 FF=1034.28 FF=1034.25 FF=1034.31 S S D D D TS TS EM D CO WS OWV ICV E F/O FO ICV WV H Y D 8" TREE 12" TREE ICV F/O F/O ICV 18" TREE ICV 15" TREE TVEME 12" TREE ICV ICV10" TREE F/O TS F/O WV WV D F/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O ST 12"ST 12"ST 12"ST 12"ST 12" ST ST ST ST ST ST 15" ST 15" SA N 8" SA N 8" ST 15 " ST 15 " ST 12" SAN 8" SAN 8" SAN 8" SAN 8" SAN 8" W SAN 6" W W W W W W W W W W W W W8" W8" W8" W8" O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E SAN SAN ST 24"ST 24"ST 24"ST 24"ST 24"ST 24"ST 24"ST 24" ST 18 " ST15" ST15" G 2" G 2" G 2" G 2" G 2" G 2" EX BUILDING 550 SE UNIVERSITY AVE 1030 1031 1032 103 3 103 0 10 3 1 10 3 2 D CO CO CO CO 1030 1031 4 PM 3 PB 1 BN 3 QA 3 QE 2 GS 3 NS 2 PS 2 PM 2 AC 2 PA 2 PS 2 PM 2 AC 1 PA 2 CA3 2 CA 2 CC 2 CL 2 OV 2 AB 2 AX2 1 PV 3 AR 2 AR DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s DI S T R I C T O F F I C E A D D I T I O N & R E N O V A T I O N WA U K E E C S D WA U K E E , I A 1018C04 JANUARY 2026 35 0 1 1 0 4 t h S t r e e t , U r b a n d a l e , I A 5 0 3 2 2 P h : 5 1 5 - 2 7 6 - 0 4 6 7 BI S H O P E N G I N E E R I N G + 1ST CITY SUBMITTAL: 2-3-2026 2ND CITY SUBMITTAL: 2-25-2026 3RD CITY SUBMITTAL: 3-11-2026 GRAPHIC SCALE 020 10 20 40 SEED MIX 2: LOW GROW GRASS MIX: SEED TYPE TO BE "LOW GROW GRASS MIXTURE" SUPPLIED BY UNITED SEEDS (OR APPROVED EQUAL). INSTALL SEED WITH MECHANICAL DRILL TYPE SEEDER AT A RATE OF 32 LBS PER ACRE. SEEDING DATES, SITE PREPARATION, SEEDING INSTALLATION, WATER REQUIREMENTS, FERTILIZING, AND MOWING PER UNITED SEEDS TECH BULLETIN FOR SEED TYPE. C-501 LANDSCAPE PLAN WEST SEED MIX 3: LITTLE BUCKAROO NATIVE MIX: SEED TYPE TO BE "LITTLE BUCKAROO NATIVE MIXTURE" SUPPLIED BY UNITED SEEDS (OR APPROVED EQUAL). INSTALL SEED WITH MECHANICAL DRILL TYPE SEEDER AT A RATE OF 20 LBS PER ACRE. SEEDING DATES, SITE PREPARATION, SEEDING INSTALLATION, WATER REQUIREMENTS, FERTILIZING, AND MOWING PER UNITED SEEDS TECH BULLETIN FOR SEED TYPE. SEED MIX 1: LOW GROW GRASS AND WILDFLOWER MIX: SEED TYPE TO BE "LOW GROW GRASS AND NOT TOO TALL WILDFLOWER MIXTURE" SUPPLIED BY UNITED SEEDS (OR APPROVED EQUAL). INSTALL SEED WITH MECHANICAL DRILL TYPE SEEDER AT A RATE OF 30 LBS PER ACRE. SEEDING DATES, SITE PREPARATION, SEEDING INSTALLATION, WATER REQUIREMENTS, FERTILIZING, AND MOWING PER UNITED SEEDS TECH BULLETIN FOR SEED TYPE. LEGEND SOD: PROVIDE AND INSTALL SOD FROM LOCAL SUPPLIERS. AREAS TO BE SODDED MUST BE FREE OF ALL CONSTRUCTION DEBRIS AND ANY DIRT CLUMPS OVER 1" IN DIAMETER. THOROUGHLY WATER SOD UPON INSTALLATION. CONTRACTOR TO MAINTAIN WATERING UNTIL SOD IS ESTABLISHED (ROOTS KNITTED INTO SUBSURFACE) SEED MIX 4: RETENTION BASIN EDGE MIX: SEED TYPE TO BE "NORTHERN RETENTION BASIN ECONOMY MIX" SUPPLIED BY ROUNDSTONE NATIVE SEED (OR APPROVED EQUAL). INSTALL SEED WITH MECHANICAL DRILL TYPE SEEDER AT A RATE OF 10 LBS PER ACRE. NURSE CROP OF OATS, ANNUAL RYE, OR BROWN TOP MILLET IS RECOMMENDED.SEEDING DATES, SITE PREPARATION, SEEDING INSTALLATION, WATER REQUIREMENTS, FERTILIZING, AND MOWING PER ROUNDSTONE SIX BASIC ELEMENTS GUIDE. CODE QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER REMARKS DECIDUOUS TREES AR 8 Acer rubrum 'October Glory'October Glory Red Maple 2" Cal.B&B MATCHED SPECIMENS AS 9 Acer saccharum Sugar Maple 2" Cal.B&B MATCHED SPECIMENS AX 8 Aesculus x arnoldiana 'Autumn Splendor'Autumn Splendor Arnold Buckeye 2" Cal.B&B MATCHED SPECIMENS BN 8 Betula nigra 'Cully'Heritage River Birch Multi-trunk 8` Ht.B&B MATCHED SPECIMENS (CLUMP FORM) GS 7 Gleditsia triacanthos inermis 'Shademaster'Shademaster Honey Locust 2" Cal.B&B MATCHED SPECIMENS LT 7 Liriodendron tulipifera Tulip Poplar 2" Cal.B&B MATCHED SPECIMENS NS 8 Nyssa sylvatica Tupelo 2" Cal.B&B MATCHED SPECIMENS PB 7 Platanus x acerifolia 'Bloodgood'Bloodgood London Plane Tree 2" Cal.B&B MATCHED SPECIMENS QA 9 Quercus alba White Oak 2" Cal.B&B MATCHED SPECIMENS QE 9 Quercus ellipsoidalis Northern Pin Oak 2" Cal.B&B MATCHED SPECIMENS TD 5 Taxodium distichum Bald Cypress 2" Cal.B&B MATCHED SPECIMENS TA 7 Tilia americana 'Redmond'Redmond American Linden 2" Cal.B&B MATCHED SPECIMENS EVERGREEN TREES AC 15 Abies concolor White Fir 6` Ht.B&B FULL FORM TO GROUND PA 14 Picea abies Norway Spruce 6` Ht.B&B FULL FORM TO GROUND PS 14 Pinus strobus White Pine 6` Ht.B&B FULL FORM TO GROUND PM 14 Pseudotsuga menziesii Douglas Fir 6` Ht.B&B FULL FORM TO GROUND ORNAMENTAL TREES AB 8 Acer buergerianum Trident Maple 1.5" Cal.B&B MATCHED SPECIMENS AX2 8 Amelanchier x grandiflora 'Autumn Brilliance'Autumn Brilliance Apple Serviceberry 8` Ht.B&B MATCHED SPECIMENS (CLUMP FORM) CA3 5 Carpinus caroliniana American Hornbeam 1.5" Cal.B&B MATCHED SPECIMENS CL 6 Cercis canadensis Eastern Redbud Single Stem 1.5" Cal.B&B MATCHED SPECIMENS CA 5 Cornus alternifolia Pagoda Dogwood 1.5" Cal.B&B MATCHED SPECIMENS CC 5 Crataegus crus-galli inermis Thornless Cockspur Hawthorn 1.5" Cal.B&B MATCHED SPECIMENS OV 7 Ostrya virginiana American Hophornbeam 1.5" Cal.B&B MATCHED SPECIMENS PV 8 Prunus virginiana 'Canada Red'Canada Red Chokecherry 1.5" Cal.B&B MATCHED SPECIMENS PLANT SCHEDULE TREE AND COUNDCOVER PLAN SHREDDED HARDWOOD MULCH: SHREDDED HARDWOOD MULCH, 4" THICKNESS AND UNDERLAIN WITH TYPAR 3301 NON WOVEN LANDCSAPE FABRIC. SHREDDED MULCH SHALL MATCH EXISTING MULCH ON SITE. - TREES ONLY FO TS ELEC F/O ELEC F/O EMFOFOFO FO FOFOT T T F/O ICV FF=1034.27 EMTV CO CO CO TS D TS D F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E ST 15"ST 15"ST 15"ST 15"ST 15"ST 15" ST 15 " ST 18"ST 18"ST 18" ST 18 " G 2" G 2" G 2" G 2" G2" G2" ST 8" F/O F/O F/O F/O F/O F/O F/OF/O F/ O F/ O F/ O F/ O F/ O F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/O G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4" G 4" G 4" G4" G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O G F/O GM YA DR G G G F/O F/O F/O F/O F/O F/O FF=1034.25 FF=1034.31 TS ICV TVEME TS F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O O/E O/E 1035 1034 1036 1035 1034 1032 1033 10 3 2 10 3 3 10 3 2 10 3 3 10 3 4 10 3 2 1032 1025 1030 1023 1024 1026 1027 1028 1029 1030 1027 1028 1029 1031 1032 10 3 3 1032 1033 1031 1032 103 2 103 3 103 1 1031 103 5 10 3 4 103 0 11 + 0 0 12 + 0 0 13 + 0 0 14 + 0 0 11 + 0 0 12 + 0 0 13 + 0 0 PC=11+23.02 30' BUILDING SETBACK LOT 1 500,394 SF 11.49 AC 0+00 0+00 (S89°54'20"E, 1309.32') (F O R M E R L O T L I N E S0 0 ° 0 7 ' 2 0 " W , 3 0 0 . 0 1 ' ) 30 ' B U I L D I N G S E T B A C K FO TS ELEC F/O ELEC F/O EMFOFOFO FO FOFOT T T F/O ICV FF=1034.27 EMTV CO CO CO TS D TS D F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E ST 15"ST 15"ST 15"ST 15"ST 15"ST 15" ST 15 " ST 18"ST 18"ST 18" ST 18 " G 2" G 2" G 2" G 2" G2" G2" ST 8" F/O F/O F/O F/O F/O F/O F/OF/O F/ O F/ O F/ O F/ O F/ O F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/O G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4" G 4" G 4" G4" G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O G F/O GM YA DR G G G F/O F/O F/O F/O F/O F/O FF=1034.25 FF=1034.31 TS ICV TVEME TS F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O O/E O/E PROPOSED BUILDING ADDITION 28,230 SF FFE=1034.30±103 3 U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E 1030 1032 1031 CO CO CO CO CO CO CO CO CO CO CO D HY D TRASH ENCLOSURE (REF. ARCH.) 3 AS 3 TA 3 QE 3 AS 4 PV 3 QA 3 AX 3 AX 3 QA 3 AS 3 TA 2 AC 4 PM 2 BN 3 AB 2 OV 3 AX2 3 CC 2 GS 3 AB 3 AX2 3 CA3 1 NS 4 CL 1 PB 2 OV 3 QE 3 PV 3 CA 3 PS 2 AC 3 AR 3 PA 2 TD 3 AC 3 PM 3 LT 2 PS 2 LT 2 PS 2 PA 4 NS 3 GS 3 BN 1 PM 3 TD 3 PB 1 PS 4 PA 1 PV 2 AC MA T C H L I N E MA T C H L I N E SHEET C-505SHEET C-504 4 LT 1 TA 1 PS 2 AC 2 PM 2 AX 2 PA 1 PS 2 BN DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s DI S T R I C T O F F I C E A D D I T I O N & R E N O V A T I O N WA U K E E C S D WA U K E E , I A 1018C04 JANUARY 2026 35 0 1 1 0 4 t h S t r e e t , U r b a n d a l e , I A 5 0 3 2 2 P h : 5 1 5 - 2 7 6 - 0 4 6 7 BI S H O P E N G I N E E R I N G + 1ST CITY SUBMITTAL: 2-3-2026 2ND CITY SUBMITTAL: 2-25-2026 3RD CITY SUBMITTAL: 3-11-2026 GRAPHIC SCALE 030 15 30 60 C-502 LANDSCAPE PLAN EAST TREE AND GROUNDCOVER PLAN SEED MIX 2: LOW GROW GRASS MIX SEED MIX 3: LITTLE BUCKAROO NATIVE MIX SEED MIX 1: LOW GROW GRASS AND WILDFLOWER MIX LEGEND SOD SEED MIX 4: RETENTION BASIN EDGE MIX SHREDDED HARDWOOD MULCH 8" TREE W W W W W W W W 8" TREE W W W W W W W W U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E F/ O F/ O F/ O F/ O F/ O U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E F/ O F/ O F/ O F/ O F/ O CO F/O F/O (S89°54'20"E, 1309.32') F/O F/O ICV FF=1034.27 FF=1034.28 ICV ICV ICV FF=1034.27 FF=1034.28 ICV ICV U/ E U/E U/ E U/ E U/E U/ E U/ E U/ E U/ E F/ O F/ O F/ O F/ O G U/ E U/E U/ E U/ E U/E U/ E U/ E U/ E U/ E F/ O F/ O F/ O F/ O G MA T C H L I N E MA T C H L I N E DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s DI S T R I C T O F F I C E A D D I T I O N & R E N O V A T I O N WA U K E E C S D WA U K E E , I A 1018C04 JANUARY 2026 35 0 1 1 0 4 t h S t r e e t , U r b a n d a l e , I A 5 0 3 2 2 P h : 5 1 5 - 2 7 6 - 0 4 6 7 BI S H O P E N G I N E E R I N G + 1ST CITY SUBMITTAL: 2-3-2026 2ND CITY SUBMITTAL: 2-25-2026 3RD CITY SUBMITTAL: 3-11-2026 GRAPHIC SCALE 010 5 10 20 L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 5 2 4 W A U K E E A D M I N E X P A N S I O N \ D W G \ C - 5 0 0 L A N D S C A P E . D W G 3/ 1 1 / 2 0 2 6 6 : 4 1 : 2 0 P M C-503 ENLARGED PLANTING PLANSPLANTING AT PATIO 1" = 10'-0"SCALE: PLANTING SOUTH OF ORIGINAL BUILDING 1" = 10'-0"SCALE: PLANTING AT FLAG POLES - WEST ENTRY 1" = 10'-0"SCALE: PLANTING UNIVERSITY AVE ENTRY 1" = 10'-0"SCALE: PLANTING AT NEW MONUMENT SIGN 1" = 10'-0"SCALE: PLANTING AT NEW BUILDING - NORTH ENTRY 1" = 10'-0"SCALE: SEED MIX 2: LOW GROW GRASS MIX SEED MIX 3: LITTLE BUCKAROO NATIVE MIX SEED MIX 1: LOW GROW GRASS AND WILDFLOWER MIX LEGEND SOD SEED MIX 4: RETENTION BASIN EDGE MIX SHREDDED HARDWOOD MULCH SYMBOL CODE BOTANICAL / COMMON NAME SIZE CONTAINER QTY DETAIL REMARKS SHRUBS AM Aronia melanocarpa 'Viking' / Viking Black Chokeberry 5 gal.CONT 20 FULL FORM - MATCHED CA2 Clethra alnifolia 'Hummingbird' / Hummingbird Summersweet 5 gal.CONT 23 FULL FORM - MATCHED IV Ilex verticillata 'Red Sprite' / Red Sprite Winterberry 5 gal.CONT 16 FULL FORM - MATCHED JS Juniperus chinensis 'Spartan' / Spartan Juniper 15 gal.CONT 22 PO Physocarpus opulifolius 'Little Devil' / Little Devil™ Dwarf Ninebark 5 gal.CONT 20 FULL FORM - MATCHED RA2 Ribes alpinum / Alpine Currant 5 gal.CONT 11 FULL FORM - MATCHED GRASSES KM Koeleria macrantha / Prairie Junegrass 1 gal.CONT 4 FULLY ROOTED IN CONTAINER SH Sporobolus heterolepis / Prairie Dropseed 1 gal.CONT 22 FULLY ROOTED IN CONTAINER PERENNIALS DW Dianthus gratianopolitanus 'Firewitch' / Firewitch Cheddar Pink 1 gal.CONT 13 FULLY ROOTED IN CONTAINER HP Heuchera micrantha 'Palace Purple' / Palace Purple Crevice Alumroot 1 gal.CONT 12 NW Nepeta x 'Walker's Low' / Walker's Low Catmint 1 gal.CONT 25 FULLY ROOTED IN CONTAINER PS2 Phlox subulata / Creeping Phlox 1 gal.CONT 59 FULLY ROOTED IN CONTAINER PLANT SCHEDULE BUILDING PLANTERS F/O U/ E U/ E U/ E U/ E U/E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E G 2" G 2" G 2" G 2" G 2" G 2" G 2" G2" G2" G2" G2" F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/O F/O F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O 1025 1030 1027 1028 1029 1031 1032 10 3 3 1032 1033 1031 1032 F/O U/ E U/ E U/ E U/ E U/E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E G 2" G 2" G 2" G 2" G 2" G 2" G 2" G2" G2" G2" G2" F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/O F/O F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E MA T C H L I N E 1031 CO D TRASH ENCLOSURE (REF. ARCH.) MA T C H L I N E DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s DI S T R I C T O F F I C E A D D I T I O N & R E N O V A T I O N WA U K E E C S D WA U K E E , I A 1018C04 JANUARY 2026 35 0 1 1 0 4 t h S t r e e t , U r b a n d a l e , I A 5 0 3 2 2 P h : 5 1 5 - 2 7 6 - 0 4 6 7 BI S H O P E N G I N E E R I N G + 1ST CITY SUBMITTAL: 2-3-2026 2ND CITY SUBMITTAL: 2-25-2026 3RD CITY SUBMITTAL: 3-11-2026 L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 5 2 4 W A U K E E A D M I N E X P A N S I O N \ D W G \ C - 5 0 0 L A N D S C A P E . D W G 3/ 1 1 / 2 0 2 6 6 : 4 1 : 3 2 P M C-504 ENHANCED BANDS PLANTING PLAN SEED MIX 2: LOW GROW GRASS MIX SEED MIX 3: LITTLE BUCKAROO NATIVE MIX SEED MIX 1: LOW GROW GRASS AND WILDFLOWER MIX LEGEND SOD SEED MIX 4: RETENTION BASIN EDGE MIX SHREDDED HARDWOOD MULCH SYMBOL CODE BOTANICAL / COMMON NAME SIZE CONTAINER QTY DETAIL REMARKS SHRUBS JS Juniperus chinensis 'Spartan' / Spartan Juniper 15 gal.CONT 31 GRASSES AB2 Andropogon gerardii 'Blackhawks' / Blackhawks Big Bluestem 1 gal.CONT 29 FULLY ROOTED IN CONTAINER KM Koeleria macrantha / Prairie Junegrass 1 gal.CONT 162 FULLY ROOTED IN CONTAINER PN Panicum virgatum 'Northwind' / Northwind Switch Grass 1 gal.CONT 58 FULLY ROOTED IN CONTAINER SB2 Schizachyrium scoparium 'Blaze' / Blaze Little Bluestem 1 gal.CONT 145 FULLY ROOTED IN CONTAINER SI Sorghastrum nutans 'Indian Steel' / Indian Steel Indian Grass 1 gal.CONT 54 FULLY ROOTED IN CONTAINER SH Sporobolus heterolepis / Prairie Dropseed 1 gal.CONT 96 FULLY ROOTED IN CONTAINER PERENNIALS AC2 Achillea millefolium 'Colorado' / Colorado Mix Common Yarrow 1 gal.CONT 70 FULLY ROOTED IN CONTAINER AF Agastache x 'Blue Fortune' / Blue Fortune Anise Hyssop 1 gal.CONT 65 FULLY ROOTED IN CONTAINER AL Amorpha canescens / Leadplant 1 gal.CONT 61 FULLY ROOTED IN CONTAINER AF2 Artemisia ludoviciana 'Valerie Finnis' / Valerie Finnis Sagebrush 1 gal.CONT 44 FULLY ROOTED IN CONTAINER BB Baptisia bracteata leucophaea / Longbract Wild Indigo 1 gal.CONT 45 FULLY ROOTED IN CONTAINER CA4 Ceanothus americanus / New Jersey Tea 1 gal.CONT 43 FULLY ROOTED IN CONTAINER EY Eryngium yuccifolium / Rattlesnake Master 1 gal.CONT 46 FULLY ROOTED IN CONTAINER LS Liatris spicata / Blazing Star 1 gal.CONT 66 FULLY ROOTED IN CONTAINER MB Monarda fistulosa / Bergamot 1 gal.CONT 31 FULLY ROOTED IN CONTAINER PD Penstemon digitalis / Beardtongue 1 gal.CONT 82 FULLY ROOTED IN CONTAINER PP Phlox paniculata / Garden Phlox 1 gal.CONT 52 FULLY ROOTED IN CONTAINER SB Salvia azurea / Azure Sage 1 gal.CONT 30 FULLY ROOTED IN CONTAINER SW Solidago x 'Wichita Mountains' / Wichita Mountains Goldenrod 1 gal.CONT 72 FULLY ROOTED IN CONTAINER SO Symphyotrichum oblongifolium 'October Skies' / October Skies Fall Aster1 gal.CONT 42 FULLY ROOTED IN CONTAINER PLANT SCHEDULE WEST MEADOW 10 3 3 10 3 4 10 3 2 1032 1025 1030 1026 1027 1028 1029 103 1 1031 103 0 U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E 1030 1032 1031 CO CO CO CO CO HY D DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s DI S T R I C T O F F I C E A D D I T I O N & R E N O V A T I O N WA U K E E C S D WA U K E E , I A 1018C04 JANUARY 2026 35 0 1 1 0 4 t h S t r e e t , U r b a n d a l e , I A 5 0 3 2 2 P h : 5 1 5 - 2 7 6 - 0 4 6 7 BI S H O P E N G I N E E R I N G + 1ST CITY SUBMITTAL: 2-3-2026 2ND CITY SUBMITTAL: 2-25-2026 3RD CITY SUBMITTAL: 3-11-2026 L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 5 2 4 W A U K E E A D M I N E X P A N S I O N \ D W G \ C - 5 0 0 L A N D S C A P E . D W G 3/ 1 1 / 2 0 2 6 6 : 4 1 : 4 1 P M C-505 ENHANCED BANDS PLANTING PLAN SEED MIX 2: LOW GROW GRASS MIX SEED MIX 3: LITTLE BUCKAROO NATIVE MIX SEED MIX 1: LOW GROW GRASS AND WILDFLOWER MIX LEGEND SOD SEED MIX 4: RETENTION BASIN EDGE MIX SHREDDED HARDWOOD MULCH SYMBOL CODE COMMON NAME BOTANICAL NAME SIZE CONTAINER QTY REMARKS GRASSES AB2 Blackhawks Big Bluestem Andropogon gerardii 'Blackhawks'1 gal.CONT 14 FULLY ROOTED IN CONTAINER SB2 Blaze Little Bluestem Schizachyrium scoparium 'Blaze'1 gal.CONT 115 FULLY ROOTED IN CONTAINER SI Indian Steel Indian Grass Sorghastrum nutans 'Indian Steel'1 gal.CONT 47 FULLY ROOTED IN CONTAINER PN Northwind Switch Grass Panicum virgatum 'Northwind'1 gal.CONT 58 FULLY ROOTED IN CONTAINER SH Prairie Dropseed Sporobolus heterolepis 1 gal.CONT 85 FULLY ROOTED IN CONTAINER KM Prairie Junegrass Koeleria macrantha 1 gal.CONT 118 FULLY ROOTED IN CONTAINER PERENNIALS SB Azure Sage Salvia azurea 1 gal.CONT 22 FULLY ROOTED IN CONTAINER PD Beardtongue Penstemon digitalis 1 gal.CONT 11 FULLY ROOTED IN CONTAINER MB Bergamot Monarda fistulosa 1 gal.CONT 22 FULLY ROOTED IN CONTAINER LS Blazing Star Liatris spicata 1 gal.CONT 22 FULLY ROOTED IN CONTAINER AF Blue Fortune Anise Hyssop Agastache x 'Blue Fortune'1 gal.CONT 22 FULLY ROOTED IN CONTAINER AC2 Colorado Mix Common Yarrow Achillea millefolium 'Colorado'1 gal.CONT 24 FULLY ROOTED IN CONTAINER PP Garden Phlox Phlox paniculata 1 gal.CONT 20 FULLY ROOTED IN CONTAINER AL Leadplant Amorpha canescens 1 gal.CONT 39 FULLY ROOTED IN CONTAINER BB Longbract Wild Indigo Baptisia bracteata leucophaea 1 gal.CONT 16 FULLY ROOTED IN CONTAINER CA4 New Jersey Tea Ceanothus americanus 1 gal.CONT 15 FULLY ROOTED IN CONTAINER SO October Skies Fall Aster Symphyotrichum oblongifolium 'October Skies'1 gal.CONT 12 FULLY ROOTED IN CONTAINER EY Rattlesnake Master Eryngium yuccifolium 1 gal.CONT 44 FULLY ROOTED IN CONTAINER AF2 Valerie Finnis Sagebrush Artemisia ludoviciana 'Valerie Finnis'1 gal.CONT 25 FULLY ROOTED IN CONTAINER SW Wichita Mountains Goldenrod Solidago x 'Wichita Mountains'1 gal.CONT 42 FULLY ROOTED IN CONTAINER PLANT SCHEDULE EAST MEADOW DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s DI S T R I C T O F F I C E A D D I T I O N & R E N O V A T I O N WA U K E E C S D WA U K E E , I A 1018C04 JANUARY 2026 35 0 1 1 0 4 t h S t r e e t , U r b a n d a l e , I A 5 0 3 2 2 P h : 5 1 5 - 2 7 6 - 0 4 6 7 BI S H O P E N G I N E E R I N G + 1ST CITY SUBMITTAL: 2-3-2026 2ND CITY SUBMITTAL: 2-25-2026 3RD CITY SUBMITTAL: 3-11-2026 DO NOT CUT CENTRAL LEADER WRAP TRUNK WITH APPROVED TREE WRAP TO FIRST BRANCH 4" DEEP HARDWOOD MULCH CUT SYNTHETIC CORDS AROUND ROOTBALL AND TRUNK -ENTIRELY REMOVE WIRE BASKETS FROM BALL SET ROOTBALL ON UNDISTURBED SUBGRADE DECIDUOUS TREE PLANTING (TYP.) NOT TO SCALESCALE: SCARIFY SIDES & BOTTOM OF PLANTING PIT STAKING ORIENTATION NORTH NORTH 2 STAKES - 3" CAL. & LESS 3 STAKES - GREATER THAN 3" CAL. 3'-0"SET ROOTBALL FLUSH WITH FINISHED GRADE DO NOT PLACE MULCH IN CONTACT WITH BASE OF TREE PRUNE ANY DEAD/DAMAGED BRANCHING FROM TREE. MAINTAIN OVERALL APPEARANCE. USE HOSE GUARDS AROUND TRUNK ON STAKING WIRE. TIE WIRE TO STEEL POSTS PLACED OUTSIDE PLANT PIT.. LEAVE STAKES IN PLACE NO MORE THAN 1 YEAR FROM INSTALLATION. CONTRACTOR RESPONSIBLE FOR REMOVAL. 4" DEPTH SHREDDED HARDWOOD MULCH SCARIFY SIDES & BOTTOM OF PLANTING PIT EVERGREEN TREE PLANTING (B&B) NOT TO SCALESCALE: CUT SYNTHETIC CORDS AROUND ROOTBALL AND TRUNK -ENTIRELY REMOVE WIRE BASKETS FROM BALL SET ROOTBALL ON UNDISTURBED SUBGRADE 3'-0" DO NOT PLACE MULCH IN CONTACT WITH BASE OF TREE DECIDUOUS SHRUB DETAIL EVERGREEN SHRUB DETAIL PLANTING ON SLOPES FIRMLY COMPACT SAUCER (USE TOPSOIL) ORIGINAL GROUND LINE SUB-SOIL 4" MULCH PLANTING PIT TWICE THE WIDTH OF ROOTBALL 1 2 SHRUB PLANTING (TYP) NOT TO SCALESCALE: L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 5 2 4 W A U K E E A D M I N E X P A N S I O N \ D W G \ C - 5 0 0 L A N D S C A P E . D W G 3/ 1 1 / 2 0 2 6 6 : 4 1 : 4 9 P M 3" ROCK 6" WIDE X 4" DEEP LIMESTONE EDGE PREPARED SUBGRADE GEOTEXTILE WEED BARRIER WRAP UNDER STONE EDGING 4" MULCH IN LANDSCAPE PLANTING BED SET TOP OF STONE 1/2" ABOVE GRADE LIMESTONE EDGING NOT TO SCALESCALE: C-506 LANDSCAPE DETAILS STAKING ORIENTATION NORTH NORTH 2 STAKES - 3" CAL. & LESS 3 STAKES - GREATER THAN 3" CAL. USE HOSE GUARDS AROUND TRUNK ON STAKING WIRE. TIE WIRE TO STEEL POSTS PLACED OUTSIDE PLANT PIT.. LEAVE STAKES IN PLACE NO MORE THAN 1 YEAR FROM INSTALLATION. CONTRACTOR RESPONSIBLE FOR REMOVAL. © www.structureworks.com 877.489.8064 oo SHADE STRUCTURE DETAILS 1/4" = 1'-0"SCALE: DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s DI S T R I C T O F F I C E A D D I T I O N & R E N O V A T I O N WA U K E E C S D WA U K E E , I A 1018C04 JANUARY 2026 35 0 1 1 0 4 t h S t r e e t , U r b a n d a l e , I A 5 0 3 2 2 P h : 5 1 5 - 2 7 6 - 0 4 6 7 BI S H O P E N G I N E E R I N G + 1ST CITY SUBMITTAL: 2-3-2026 2ND CITY SUBMITTAL: 2-25-2026 3RD CITY SUBMITTAL: 3-11-2026 L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 5 2 4 W A U K E E A D M I N E X P A N S I O N \ D W G \ C - 6 0 1 D E T A I L S . D W G 3/ 1 1 / 2 0 2 6 6 : 4 1 : 5 7 P M C-601 DETAILS SHEET 24" 3"4.5" 6" 6" R 1" R 2" NOTES: 1.SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN. 2.INSTALL CURB & GUTTER INTERGRAL WITH PAVING. 3.PCC PAVEMENT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI. 6" PCC C4 MIX 12" SUBGRADE PREPARATION IN TWO 6" LIFTS COMPACTED BACKFILL TYPE 1 PAVEMENT SECTION SCALE NONEC-601 1 4" ROCK BASE SEE SPEC SECTION 32 11 23 3"4.5" 6" 7" R 1" R 2" 24" 7" PCC C4 MIX 12" SUBGRADE PREPARATION IN TWO 6" LIFTS NOTES: 1.SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN. 2.INSTALL CURB & GUTTER INTERGRAL WITH PAVING. 3.PCC PAVEMENT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI. COMPACTED BACKFILL TYPE 2 PAVEMENT SECTION SCALE NONE 2 6" ROCK BASE SEE SPEC SECTION 32 11 23 3"4.5" 6" 8" R 1" R 2" 24" 8" PCC C4 MIX 12" SUBGRADE PREPARATION IN TWO 6" LIFTS NOTES: 1.SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN. 2.INSTALL CURB & GUTTER INTERGRAL WITH PAVING. 3.PCC PAVEMENT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI. 4.ALL REINFORCEMENT SHALL BE EPOXY COATED. COMPACTED BACKFILL #5 BARS 24" O/C BOTH WAYS TYPE3 PAVEMENT SECTION SCALE NONE 3 6" ROCK BASE SEE SPEC SECTION 32 11 23 C-601 C-601 SIDEWALK/TRAIL DETAIL SCALE NONE 6 FINISHED GROUND GRADE (INCLUDING SOD) SHALL BE 1/4" BELOW FINISHED PAVEMENT GRADE ON DOWNHILL SIDE WIDTH PER PLAN NOTE: SLOPE SIDEWALK IN ACCORDANCE WITH GRADING PLAN, 1.5% CROSS SLOPE 4" ROCK BASE SEE SPEC SECTION 32 11 23 SEE PLANS FOR WALK THICKNESS 12" 12" BACK OF CURB FACE OF CURB EDGE OF TURNED DOWN WALK SIDEWALK PAVEMENT GRASS/LANDSCAPING ROADWAY PAVEMENT PLAN VIEW CURB & GUTTER / TURNED DOWN WALK TRANSITION DETAIL SCALE NONE 8 TURNED DOWN WALK DETAIL SCALE NONE 4 SLOPE PER PLANS 1.5% MAX CROSS SLOPE ROADWAY PAVEMENT 6" MAX (DIRECTION SHOWN ON GRADING PLANS) VARIES 5/8"RESILIENT JOINT FILLER 1/2" GRAY MASTIC JOINT SEALANT MATERIAL DETAIL A: NOT TO SCALE EDGE WITH 1/4 INCH TOOL FOR LENGTH OF JOINT INDICATED IF FORMED; EDGING NOT REQUIRED WHEN CUT WITH DIAMOND BLADE SAW 1" NOTES: *IMPORTANT:* 1" EXPANSION JOINT BETWEEN ROADWAY PAVEMENT AND WALK MUST BE INSTALLED TO FULL DEPTH OF SLAB. FINISH W/ 3/4" RADIUS TOOL SEALED 'E' JOINT SEE DETAIL A & NOTES 6" 8' LONG #4 BARS 24" O/C BOTH WAYS ALL REINFORCEMENT SHALL BE EPOXY COATED 6" 1" NOMINAL 12"24" MIN SEE PAVEMENT SECTION FOR SUBGRADE INFO 4" ROCK BASE SEE SPEC SECTION 32 11 23 6" NEW SIDEWALK TIED TO EXISTING STRUCTURAL STOOP DETAIL SCALE NONE 12 XXX 36" 2" 5'-0" 12"12"5" 6" PCC #4 @ 12" O.C.STRUCTURAL STOOP SEE STRUCTURAL 3/4" EXPANSION JOINT FILLED W/ GRAY MASTIC JOINT SEALANT KEYED JOINT SIDEWWALK SEE PLANS FOR THICKNESS 4" VOID FORMS X WIDTH OF SIDEWALK #4 @ 12" O.C. THUS: 60" 30 " M I N TIE TO EX STOOP W/ #4 BARS 12" O/C DO NOT TIE INTO EXISTING STOOP TOP See Detail C 3 T T See Detail A or B 1 2 3 4 'B' PLAIN JOINT (Abutting Pavement Slabs) 'C' CONTRACTION JOINT Locate 'DW' joint at a mid-panel location between future 'C' or 'CD' joints. Place no closer than 5 feet to a 'C' or 'CD' joint. Place bars within the limits shown under dowel assemblies. Edge with 1/8 inch tool for length of joint. For HT joint, remove header block and board when second slab is placed. 'RT' joint may be used in lieu of 'DW' joint at the end of the days work. Remove any pavement damaged due to the drilling at no additional cost to the Contracting Authority. 6 7 T 'BT' ABUTTING PAVEMENT JOINT - RIGID TIE T < 8'' Joint Bars 'BT-1' #5'BT-2'36'' Long at 30'' Centers Bar Length and Spacing ≥ 8'' 36'' Long at 30'' Centers#4 #5 30'' Long at 30'' Centers Resilient Joint Filler See Detail F 1'' Nominal 'E' 1'' EXPANSION JOINT < 8''#6 #10 #111 1 2'' 3 4'' ≥ 8'' but < 10'' ≥ 10'' Tie Bar Size 1 1 4'' 5 1 4'' ± 1 16'' Saw CutJoint Sealant Material 1 4'' ± 1 8'' Saw Cut 5 A A Crack or Joint Line DETAIL C 1 8'' to 5 16'' Saw CutJoint Sealant Material 1 4'' ± 1 8'' 1 1 4'' ± 1 4'' Crack or Joint Line Joint Sealant Material 1 4'' ± 1 16'' Saw Cut 1 1 4'' ± 1 4'' Saw Cut 1 4'' ± 1 8'' Crack or Joint Line A A A A DETAIL B (Saw cut formed by approved early concrete sawing equipment.) DETAIL A (Saw cut formed by conventional concrete sawing equipment.) Solid Dowel Diameter Tubular Dowel Diameter 7 8'' 1 3 8'' 1 5 8'' T Saw 'CD' joint to a depth of T/3 ± 1/4''; saw 'C' joint to a depth of T/4 ± 1/4''. Tubular Dowel Bars will not be allowed for RD joints. BAR SIZE TABLE FOR CONTRACTION JOINTS 6 7 Sawing or sealing of joint not required. The following joints are interchangeable, subject to the pouring sequence: 'BT-1' and 'L-1" 18'' Long Dowel at 12'' Centers Width (See Doweled Expansion Joints Table) T 'ED' DOWELED EXPANSION JOINT 11 12 9 Detail F (See Bar Size Table for Doweled Expansion Joints) Joint Filler Material (See Bar Size Table for Doweled Expansion Joints) DETAIL F 5 8'' Joint Filler 1 2'' Joint Sealant Material10 T DOWELED EXPANSION JOINTS FILLER MATERIALWIDTHTYPE ED 1'' 3 4''11 4''11 2'' < 8'' Dowel Diameter ≥ 10''≥ 8'' but < 10'' Resilient (Detail F) 10 11 12 12 9 BAR SIZE TABLE FOR DOWELED EXPANSION JOINTS See Bar Size Table for Doweled Expansion Joints. Edge with 1/4 inch tool for length of joint indicated if formed; edging not required when cut with diamond blade saw. See Dowel Assemblies for fabrication details and placement limits. Coat the free end of dowel bar to prevent bond with pavement. At intake locations, dowel bars may be cast-in-place. Predrill or preform holes in joint material for appropriate dowel size. Tubular Dowel Bars will not be allowed for expansion joints. T T < 8''36'' Long at 30'' Centers Joint Bars 'L-1'#4 #5 'L-2'36'' Long at 30'' Centers Bar Length and Spacing 'L-3'36'' Long at 15'' Centers≥ 8'' 7 'L' CONTRACTION JOINT See Detail D Crack or Joint Line T/3 ± 1 4'' 1 8'' ± 1 16'' Saw Cut DETAIL D 8 8 Sealant or cleaning not required. T 30'' Long Tie Bar at 12'' Centers 421 2 'DW' DAY'S WORK JOINT(Non-working) Pavement Edge 15'' min.9'' min. T at 12'' Centers. 24'' Long Tie Bar 4 2 'RT' ABUTTING PAVEMENT JOINT RIGID TIE Hole Diameter 1 8'' Larger than Tie Bar 1 2" to 3 4'' Top of Pavement Sealant SECTION A-A (Detail at Edge of Pavement) JOINTING DETAILS SCALE NONE 13 C-601 SUBDRAIN OUTLET INTO CONCRETE STRUCTURES DETAIL SCALE NONE 11 NOTE: FOR SUBDRAIN OUTLETS INTO NYLOPLAST BASINS, STRUCTURE SHALL BE FABRICATED WITH HOLE FOR SUBDRAIN SLOPECURB & GUTTER SEE OTHER DETAILS 6" PERFORATED PIPE (PERFORATIONS DOWN) 12" MIN 2" M I N 12 " 2' M I N ( U N L E S S O T H E R W I S E N O T E D ) POROUS BACKFILL (IOWA DOT SPEC 4131 OR EQUAL) SUBDRAIN DETAILS SCALE NONE 10 SUBDRAIN BEHIND CURBSUBDRAIN UNDER PAVEMENT PAVEMENT SEE OTHER DETAILS ROCK BASE SEE OTHER DETAILS 12" MIN 2" M I N 3' M I N ( U N L E S S O T H E R W I S E N O T E D ) POROUS BACKFILL (IOWA DOT SPEC 4131 OR EQUAL) NOTE: CONTRACTOR SHALL INSTALL SUBDRAIN SUCH THAT NO LOW SPOTS EXISTS. MINIMUM DEPTHS MAY BE ADJUSTED TO MAINTAIN SLOPE. ROCK BASE SEE OTHER DETAILS STORM CLEANOUT DETAIL SCALE NONE 9 48" 20" 6" DIA GALVANISED STEEL PIPE EMBEDDED IN CONC (DO NOT PAINT BOLLARD) FILL PIPE W/ CONCRETE INSTALL BOLLARD 6" INTO SIDEWALK MEASURED FROM EDGE OF PARKING STALL TO CENTER OF BOLLARD CLASS "A" CONC FOUNDATION CENTERED ON BOLLARD EDGE OF PARKING STALL CONC WALK. SEE OTHER DETAILS MUTCD R7-8 (RESERVED PARKING) SIGN 2"x2" SQUARE BLACK POWDER COATED STEEL POLE MUTCD R7-8a OR R7-8b (VAN ACCESSIBLE) SIGN AS CALLED OUT ON PLANS STEEL POLE CEMENTED INTO BOLLARD CENTER NOTE: FOR HANDICAP STALLS IN FRONT OF CURB, INSTALL POLE 2' FROM BACK OF CURB. DIRECT BURY POLE 4' MIN INTO GROUND WITHOUT INSTALLING BOLLARD 24"36"60" 1/2" FOAM AROUND BOLLARD SEAL FOAM W/ GRAY MASTIC JOINT SEALANT 6" BOLLARD W/ PARKING SIGN DETAIL SCALE NONE 16 INSTALL CAP ON TOP OF POST MOUNT ALL SIGNS WITH THROUGH BOLTS XXX 36" 2" 5'-0" 12"12" STRUCTURAL STOOP / SIDEWALK TRANSITION DETAIL SCALE NONE 5 C-601 4" 6" PCC #4 @ 12" O.C. STRUCTURAL STOOP SEE STRUCTURAL 1/4" EXPANSION JOINT FILLED W/ GRAY MASTIC JOINT SEALANTKEYED JOINT SIDEWWALK SEE PLANS FOR THICKNESS 4" VOID FORMS X WIDTH OF SIDEWALK #4 @ 12" O.C. THUS: 60" ROCK BASE SEE OTHER DETAILS POROUS BACKFILL (IOWA DOT SPEC 4131 OR EQUAL) 6" SUBDRAIN (WHERE SHOWN ON PLAN) C-601 C-601 C-601 C-601 C-601 C-601 C-601 C-601 12" SLOPE AS PER PLANS 6" SLOPED CURB DETAIL SCALE NONE 7 15 8'' 6" 2" R 24" 6" ROCK BASE SEE SPEC SECTION 32 11 23 12" SUBGRADE PREPARATION IN TWO 6" LIFTS VARIES COMPACTED BACKFILL C-601 TRANSFORMER PAD MOAT DETAIL NOT TO SCALE CONTRACTOR TO INSTALL REINFORCED CONCRETE TRANSFORMER PAD, PER MIDAMERICAN ENERGY STANDARDS. REFERENCE ELECTRICAL PLANS. TRANSFORMER 2" CLEAN RIVER ROCK BLACK METAL EDGING 2" CLEAN RIVER ROCK BLACK METAL EDGING LINE TRENCH WITH SILT FENCE FABRIC, OR OTHER SOIL FABRIC WITH EQUAL OR LOWER POROSITY. 3'3' C-601 15 PAVERS DETAIL SCALE NONE 14 NOTE: SLOPE IN ACCORDANCE WITH GRADING PLAN C-601 6" PCC C4 MIX 4" 6" JOINTING SAND BEDDING SAND BRICKSTONE PAVERS 4" ROCK BASE SEE SPEC SECTION 32 11 23 DETECTABLE WARNING LOCATION AT RAILROAD CROSSING TYPICAL SECTION - CURB RAMP Slope Vari e s 4 3 PERPENDICULAR CROSSINGSKEWED CROSSING 6 6 Pavement 12" (length varies)(if required) 6.25% (targe t ) 8.3% (max.) 1 2 LC of Roadway Detectable warning Sidewalk 1 6" min. Edge of Pavement 5 2 3 5 4 6 Key Turning Space See Detail A 5 Curb Ramp Standard Sidewalk 5% max. Cross Slope (5'-0"x5'-0" min.) 24" Wide (min.) Detectable Warning Possible Crossing Arm (location varies) Back of Curb DETAIL A Gutterline Level Line 12" expansion joint or KT-2 or BT-3 joint when specified. When a KT or BT joint is installed at the back of curb, provide 12" expansion joint at front or back of the turning space. 12" (max.) 4" min. 6" min. 18" Provide a minimum 2 foot width of detectable warning surfaces in the direction of pedestrian travel across the full width of the curb ramp or turning space, exclusive of curbs or flares. Provide a minimum of 6 inches of concrete below the detectable warning panel. Minimum 5 feet by 5 feet. Target cross slope of 1.5% with a maximum cross slope of 2.0%. If normal sidewalk elevation cannot be achieved with the perpendicular ramp between the street and landing due to limited ramp length, provide a parallel ramp to make up the elevation difference between the landing and the standard sidewalk. The length of the parallel ramp is not required to exceed 15 feet, regardless of the resulting slope. Do not exceed 8.3% slope for parallel ramps shorter than 15 feet. If crossing gate conflicts with location of detectable warning or if pedestrian crossing gate is provided, place detectable warning panel in advance of the crossing gate. Locate front edge of detectable warning panel 12 to 15 feet from centerline of nearest rail. Orient truncated domes parallel to the direction of pedestrian travel. Parallel Curb RampTurning SpacePerpendicular Curb Ramp DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s DI S T R I C T O F F I C E A D D I T I O N & R E N O V A T I O N WA U K E E C S D WA U K E E , I A 1018C04 JANUARY 2026 35 0 1 1 0 4 t h S t r e e t , U r b a n d a l e , I A 5 0 3 2 2 P h : 5 1 5 - 2 7 6 - 0 4 6 7 BI S H O P E N G I N E E R I N G + 1ST CITY SUBMITTAL: 2-3-2026 2ND CITY SUBMITTAL: 2-25-2026 3RD CITY SUBMITTAL: 3-11-2026 L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 5 2 4 W A U K E E A D M I N E X P A N S I O N \ D W G \ C - 6 0 1 D E T A I L S . D W G 3/ 1 1 / 2 0 2 6 7 : 0 8 : 1 0 P M C-602 DETAILS SHEET 1 2 2 Grade Break Grade Break Grade Break 1 1 1 2 Provide a minimum 2 foot width of detectable warning surfaces in the direction of pedestrian travel across the full width of the curb ramp or turning space, exclusive of curbs or flares. Grade Break PRODUCT SPECIFICATIONS ·THE STORMWATER TREATMENT UNIT SHALL BE AN INLINE UNIT CAPABLE OF CONVEYING 100% OF THE DESIGN PEAK FLOW. IF PEAK FLOW RATES EXCEED MAXIMUM HYDRAULIC RATE, THE UNIT SHALL BE INSTALLED OFFLINE. ·THE ARCADIA UNIT SHALL BE DESIGNED TO REMOVE AT LEAST 80% OF THE SUSPENDED SOLIDS ON AN ANNUAL AGGREGATE REMOVAL BASIS. SAID REMOVAL SHALL BE BASED ON FULL-SCALE THIRD PARTY VERIFIED TESTING USING OK-110 MEDIA GRADATION OR EQUIVALENT AND 300 MG/L INFLUENT CONCENTRATION. FULL SCALE TESTING SHALL HAVE INCLUDED SEDIMENT CAPTURE BASED ON ACTUAL TOTAL MASS COLLECTED BY THE STORMWATER TREATMENT UNIT. -OR - THE ARCADIA UNIT SHALL BE DESIGNED TO REMOVE AT LEAST 50% OF TSS USING A MEDIA MIX WITH D50=75 MICRON AND 200 MG/L INFLUENT CONCENTRATION PER CURRENT NJDEP/NJCAT HDS PROTOCOL. AR C A D I A St o r m w a t e r S e p a r a t o r AR C A D I A St o r m w a t e r S e p a r a t o r SHEET OF DA T E : DR A W I N G # : DR A W N : CH E C K E D : THIS DRAWING HAS BEEN PREPARE D B A S E D O N I N F O R M A T I O N P R O V I D E D T O A D S / S T O R M T E C H U N D E R T H E D I R E C T I O N O F T H E P R O J E C T ’ S E N G I N E E R O F R E C O R D ( “ E O R ” ) O R O T H E R P R O J E C T R E P R E S E N T A T I V E . T H I S D R A W I N G I S N O T I N T E N D E D F O R U S E I N B I D D I N G O R C O N S T R U C T I O N W I T H O U T T H E E O R ’ S PRIOR APPROVAL. E O R S H A L L R E V I E W T H I S D R A W I N G P R I O R T O B I D D I N G A N D / O R C O N S T R U C T I O N . I T I S T H E U L T I M A T E R E S P O N S I B I L I T Y O F T H E E O R T O E N S U R E T H A T T H E P R O D U C T ( S ) D E P I C T E D A N D A L L A S S O C I A T E D D E T A I L S M E E T A L L A P P L I C A B L E L A W S , R E G U L A T I O N S , A N D P R O J E C T R E Q U I R E M E N T S . 46 4 0 T R U E M A N B L V D HI L L I A R D , O H 4 3 0 2 6 AR C A D I A A R 4 P C CO N C R E T E M A N H O L E 04 / 2 3 / 2 5 JL M CJ D / A T 54 0 - 4 1 0 1 1 DA T E DR W N CH K D DE S C R I P T I O N 06 / 1 3 / 2 5 JL M TD CO N F I G U R A T I O N & S P E C S U P D A T E D 12 / 0 2 / 2 5 JL M AT SP E C S U P D A T E AR C A D I A St o r m w a t e r S e p a r a t o r ARCADIA AR4PC ARCADIA AR4PC (Ø48" MANHOLE PROVIDED BY ADS) OUTLET PIPE Ø24" MAX DIAMETER INLET PIPE(S) Ø30" MAX DIAMETER PLAN VIEW NTS NOTES: ·ENGINEER / CONTRACTOR TO CONFIRM PIPE MATERIALS AND APPLICABLE ADAPTERS. ·CONTRACTOR IS RESPONSIBLE FOR MATERIAL AND LABOR TO BRING CASTINGS TO FINISHED GRADE. ·CONTRACTOR TO MEASURE HEIGHT OF STRUCTURE TO ENSURE THAT DEPTH OF EXCAVATION IS CORRECT. ·UNIT SHALL CONFORM TO HS20-44 LOAD RATINGS. PROFILE VIEW NTS INLET MUST BE EQUAL OR HIGHER THAN OUTLET 6.75' [81"] 3.0' [36"] MIN (STD) 2.5' [30"] MIN (FLUSH) 9.75' [117"] MIN (STD) 9.25' [111"] MIN (FLUSH) Ø4.00' [48"] INTEGRATED INTERNAL WEIR CENTER CYLINDER ANGLED BAFFLES 247° AVAILABLE FOR INLET CONNECTIONS FRAME & SOLID LID (24" ROUND LID TYP GRATE AVAILABLE WHERE ALLOWED) FRAME & GRATE OR SOLID LID (STANDARD OR FLUSH) ARCADIA UNIT DETAIL SCALE NONE 1 C-602 INLET 24" RCP FL= 1021.90 OUTLET 24" RCP FL= 1021.80 SOLID LID ELEV.=1030.37 X X X X X FO TS ELEC F/O ELEC F/O GV EM FOFOFO FO FOFO FO FO TTT F/O T TV D S F/O S FO T F/O EFOT FO F/O T F/OFO E T F/O FO E FO F/O T E F/OT COWV E CO D F/O FF=1034.27 EMTVCO CO CO TS D TS D D S D WV S F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OU/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/E U/E U/ E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E ST 15"ST 15"ST 15"ST 15"ST 15" ST 15 " ST 24" ST 24"ST 18"ST 18" ST 8" ST 15" ST 15" ST 15" SA N SAN 8" SAN 8" S D SAN 8"SAN 8" SAN 8" SAN 8" S S S ST 12" 1025 1030 1035 1024 1026 1027 1028 1029 103 1 1032 1033 1034 102 5 1030 1035 102 4 102 6102 7 102 8 102 9 1031 1032 1033 1034 1036 1025 1030 1035 1024 1026 1027 1028 1029 1031 1032 1033 1034 1030 10271027 1028 1028 1029 1029 1031 1032 1025 1024 1026 1027 1028 10 2 5 10 2 4 10 2 6 10 2 7 1027 102510241026 1027 1028 102 5102 4 102 6 102 7 102 8 10 2 9 102 5 102 4 102 6 1027 1028 1025 1030 103 5 1024 1026 1027 1028 1029 1031 1032 1033 103 4 1036 10 2 5 10 2 4 10 2 6 10 2 6 10 2 6 102 5 1025 1024 1024 SAN 8" 10 2 510 2 4 10 2 6 10 2 7 1025102410261027 10 2 5 103 0 10 2 4 10 2 6 10 2 7 10 2 8 10 2 9 10 3 1 102 7 102 7 1028 102 8 102 9 1025 1023 1023 1024 1024 1024 1026 F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O 10311032 1032 1033 1033 1034 1034 1025 1030 1023 1024 1026 1027 1028 1029 1031 10 3 2 103 3 10 3 3 10 3 4 10 3 4 1034103 4 10 3 4 10 3 4 F/O F/O SAN 8" SAN 8" SAN 8" ST 24 " D ST8" D ST 36 " SAN 8" SAN 8" SAN 8" D ST 18" ST 18" ST 18" D D ST24" ST24" ST 30" G 2"G 2" G2" G 2" G 2" G 2" G 2" G2" G 2" G 2" G 2"G 2" G2" G G D ST 8" F/O F/O F/O F/O G 2" W8"W8"W8" W8" W8" W8" W W W W W W W W W W W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W G2" G2" G2" G2" G2" G 2" G 2" G 2" G2" G2" G2" F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/O F/O 1345 SE FLORENCE DRIVE WAUKEE, IA 50263 EX BUILDING 1335 SE FLORENCE DRIVE EX BUILDING 560 SE UNIVERSITY AVE LOT 59 LOT 95 LOT 96 LOT 97 LOT 98 LOT 99 LOT 100 LOT 101 LOT 102 LOT 103 LOT 104 LOT 105 LOT 106 LOT 107 103 4 103 3 1034 10 3 4 1035 10351034 1034 1033 1032 1027 102 7 10251024 1024 103 2 10 3 4 1035 EX DETENTION EASEMENT BOOK 2020 PAGE 29359 EX 10' P.U . E . BOOK 200 2 P A G E 1 5 7 9 2 EX 1 0 ' P . U . E . BO O K 2 0 0 2 P A G E 1 5 7 9 2 U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E G 4"G 4"G 4"G 4" G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O GV EX STORM SEWER AND DRAINAGE EASEMENT INST#2024-10949 EX ELECTRIC EASEMENT BOOK 2019 PAGE 17922 EX STORM SEWER AND DRAINAGE EASEMENT INST # 2024-10950 EX 50' STORM SEWER & SURFACE FLOWAGE EASEMENT BOOK 1999 PAGE 6512 LOT 1 EX 1 0 ' P . U . E . BO O K 2 0 0 2 P A G E 1 5 7 9 2 G G G G U/E U/E U/E U/E U/E U/E U/E U/E F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/OF/O F/O F/O F/O F/O FF = 1 0 3 4 . 3 0 CO ICV FF = 1 0 3 4 . 2 6 FF = 1 0 3 4 . 3 2 FF=1034.28 FF=1034.28 FF=1034.25 FF=1034.31 S S D D D TS TS EM D CO WSOWV ICV E F/O FO WV H Y D ICV F/O F/O ICV ICV TVEME ICV ICV F/O TS F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O U/E U/E U/E U/E U/E U/E U/E U/E U/E U/EF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O ST 12"ST 12" ST ST ST 15" SA N 8" ST 15 "SAN 8" SAN 8" W W W W W W W8" O/E O/E O/E O/E O/E SAN ST 15 " ST 24"ST 24"ST 24"ST15" U/E U/E U/E U/E U/E U/E U/ E U/ E U/E U/ E U/E G 2" G 2" G 2" EX SAN SEWER EASEMENT BOOK 2002 PAGE 15792 EX 10' P.U.E. BOOK 2002 PAGE 15792 EX BUILDING 550 SE UNIVERSITY AVE 1031 10 3 0 10 2 8 10 2 9 10311030102910281027 1031 1032 1033 1034 1033 1034 10 3 4 103 3 1031 1030 1031 103 2 10 3 2 1030 10 3 1 103 0 10 3 1 1030 1031 10321032 1029 1031 102 6 1035 1034 1036 1035 1034 1032 1033 10 3 2 10 3 3 10 3 2 10 3 3 10 3 4 103 2 1032 1025 1030 1023 1024 1026 1027 1028 1029 1030 1027 1028 1029 1031 1032 10 3 3 1032 1033 1031 1032 103 2 103 3 103 1 1031 103 5 10 3 4 103 0 D W8" W8" W8" W8" W8" W8" W8" W8" W8" D 10' P.U.E. 10' P . U . E . 70' ROW S PUBLIC WATER MAIN EASEMENT HY D HY D D 10 ' P . U . E . PUBLIC STORM SEWER EASEMENT STORM SEWER EASEMENT 30' BUILDING SETBACK 30' BUILDING SETBACK 30 ' B U I L D I N G S E T B A C K 30 ' B U I L D I N G S E T B A C K 30' BUILD I N G S E T B A C K 30' BUILDING S E T B A C K 30 ' B U I L D I N G S E T B A C K HY D 20'X30' ELECTRIC EASEMENT 30' SA N I T A R Y SEWE R E A S E M E N T D 10 ' P . U . E . CO CO CO CO WV WV 10' P. U . E . 10 ' P . U . E . LOT 1 500,394 SF 11.49 AC (N89°41'54"E, 193.56') (N44°54'16"E, R=25.00' Δ=89°35'14" L=39.09' CH=35.23') (N00°07'32"E, 9.12') (N 0 7 ° 2 6 ' 5 1 " W , R = 4 6 5 . 0 0 ' Δ = 1 5 ° 0 6 ' 3 9 " L= 1 2 2 . 6 4 ' C H = 1 2 2 . 2 8 ' ) (N 1 5 ° 0 0 ' 0 0 " W , 4 3 . 4 5 ' ) (F O R M E R L O T L I N E S0 0 ° 0 7 ' 2 0 " W , 3 0 0 . 0 1 ' ) (S 0 0 ° 0 7 ' 2 0 " W , 4 0 0 . 0 1 ' ) (S15°00'00"E, 19.65') (N89°41'53"E, 414.83') (N 0 0 ° 0 6 ' 3 9 " E , 2 1 6 . 2 2 ' ) (S45°05'44"E, R=25.00' Δ=90°24'46" L=39.45' CH=35.48') (N 0 7 ° 2 6 ' 4 1 " W , R = 5 3 5 . 0 0 ' Δ = 1 5 ° 0 6 ' 3 9 " L= 1 4 1 . 1 0 ' C H = 1 4 0 . 6 9 ' ) 30 ' L A N D S C A P E BU F F E R E A S E M E N T 20' ELECTRIC EASEMENT 100-YR PONDING ELEVATION=1029.99 100-YR PONDING ELEVATION=1029.91 S 30 ' B U I L D I N G S E T B A C K 30' LANDSCAPE BUFFER EASEMENT X X X X X FO TS ELEC F/O ELEC F/O GV EM FOFOFO FO FOFO FO FO TTT F/O T TV D S F/O S FO T F/O EFOT FO F/O T F/OFO E T F/O FO E FO F/O T E F/OT COWV E CO D F/O FF=1034.27 EMTVCO CO CO TS D TS D D S D WV S F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/OU/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/E U/E U/ E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E ST 15"ST 15"ST 15"ST 15"ST 15" ST 15 " ST 24" ST 24"ST 18"ST 18" ST 8" ST 15" ST 15" ST 15" SA N SAN 8" SAN 8" S D SAN 8"SAN 8" SAN 8" SAN 8" S S S ST 12" 1025 1030 1035 1024 1026 1027 1028 1029 103 1 1032 1033 1034 102 5 1030 1035 102 4 102 6102 7 102 8 102 9 1031 1032 1033 1034 1036 1025 1030 1035 1024 1026 1027 1028 1029 1031 1032 1033 1034 1030 10271027 1028 1028 1029 1029 1031 1032 1025 1024 1026 1027 1028 10 2 5 10 2 4 10 2 6 10 2 7 1027 102510241026 1027 1028 102 5102 4 102 6 102 7 102 8 10 2 9 102 5 102 4 102 6 1027 1028 1025 1030 103 5 1024 1026 1027 1028 1029 1031 1032 1033 103 4 1036 10 2 5 10 2 4 10 2 6 10 2 6 10 2 6 102 5 1025 1024 1024 SAN 8" 10 2 510 2 4 10 2 6 10 2 7 1025102410261027 10 2 5 103 0 10 2 4 10 2 6 10 2 7 10 2 8 10 2 9 10 3 1 102 7 102 7 1028 102 8 102 9 1025 1023 1023 1024 1024 1024 1026 F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O 10311032 1032 1033 1033 1034 1034 1025 1030 1023 1024 1026 1027 1028 1029 1031 10 3 2 103 3 10 3 3 10 3 4 10 3 4 1034103 4 10 3 4 10 3 4 F/O F/O SAN 8" SAN 8" SAN 8" ST 24 " D ST8" D ST 36 " SAN 8" SAN 8" SAN 8" D ST 18" ST 18" ST 18" D D ST24" ST24" ST 30" G 2"G 2" G2" G 2" G 2" G 2" G 2" G2" G 2" G 2" G 2"G 2" G2" G G D ST 8" F/O F/O F/O F/O G 2" W8"W8"W8" W8" W8" W8" W W W W W W W W W W W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W G2" G2" G2" G2" G2" G 2" G 2" G 2" G2" G2" G2" F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/O F/O 1345 SE FLORENCE DRIVE WAUKEE, IA 50263 EX BUILDING 1335 SE FLORENCE DRIVE EX BUILDING 560 SE UNIVERSITY AVE LOT 59 LOT 95 LOT 96 LOT 97 LOT 98 LOT 99 LOT 100 LOT 101 LOT 102 LOT 103 LOT 104 LOT 105 LOT 106 LOT 107 103 4 103 3 1034 10 3 4 1035 10351034 1034 1033 1032 1027 102 7 10251024 1024 103 2 10 3 4 1035 EX DETENTION EASEMENT BOOK 2020 PAGE 29359 EX 10' P.U . E . BOOK 200 2 P A G E 1 5 7 9 2 EX 1 0 ' P . U . E . BO O K 2 0 0 2 P A G E 1 5 7 9 2 U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E G 4"G 4"G 4"G 4" G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O GV EX STORM SEWER AND DRAINAGE EASEMENT INST#2024-10949 EX ELECTRIC EASEMENT BOOK 2019 PAGE 17922 EX STORM SEWER AND DRAINAGE EASEMENT INST # 2024-10950 EX 50' STORM SEWER & SURFACE FLOWAGE EASEMENT BOOK 1999 PAGE 6512 LOT 1 EX 1 0 ' P . U . E . BO O K 2 0 0 2 P A G E 1 5 7 9 2 G G G G U/E U/E U/E U/E U/E U/E U/E U/E F/O F/O F/O F/O F/O F/O F/O F/OF/O F/O F/O F/O F/OF/O F/O F/O F/O F/O FF = 1 0 3 4 . 3 0 CO ICV FF = 1 0 3 4 . 2 6 FF = 1 0 3 4 . 3 2 FF=1034.28 FF=1034.28 FF=1034.25 FF=1034.31 S S D D D TS TS EM D CO WSOWV ICV E F/O FO WV H Y D ICV F/O F/O ICV ICV TVEME ICV ICV F/O TS F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O U/E U/E U/E U/E U/E U/E U/E U/E U/E U/EF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O ST 12"ST 12" ST ST ST 15" SA N 8" ST 15 "SAN 8" SAN 8" W W W W W W W8" O/E O/E O/E O/E O/E SAN ST 15 " ST 24"ST 24"ST 24"ST15" U/E U/E U/E U/E U/E U/E U/ E U/ E U/E U/ E U/E G 2" G 2" G 2" EX SAN SEWER EASEMENT BOOK 2002 PAGE 15792 EX 10' P.U.E. BOOK 2002 PAGE 15792 EX BUILDING 550 SE UNIVERSITY AVE 1031 10 3 0 10 2 8 10 2 9 10311030102910281027 1031 1032 1033 1034 1033 1034 10 3 4 103 3 1031 1030 1031 103 2 10 3 2 1030 10 3 1 103 0 10 3 1 1030 1031 10321032 1029 1031 102 6 PROPOSED BUILDING ADDITION 28,230 SF FFE=1034.30± 1030 1031 1032 103 3 103 0 10 3 1 10 3 2 S U/E U/E U/E U/E U/E U/E U/E D MB 1030 1032 1031 CO CO CO CO CO CO CO CO CO CO CO CO CO D 1030 1031 W6" W6" W6" HYD TRASH ENCLOSURE (REF. ARCH.) SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF INLET PROTECTION, TYP. INLET PROTECTION, TYP. INLET PROTECTION, TYP. INLET PROTECTION, TYP. INLET PROTECTION, TYP. INLET PROTECTION, TYP. INLET PROTECTION, TYP. INLET PROTECTION, TYP. SF SF SF SF SILT FENCE, TYP. FILTER SOCK, TYP. SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF LIMITS OF DISTURBANCE. TOTAL DISTURBED AREA=7.4 ACRES POSSIB L E S T A G I N G & PARKIN G A R E A W / TEMPO R A R Y R E S T R O O M FACILIT I E S & D U M P S T E R ROCK CONSTRUCTION ENTRANCE FL O R E N C E D R I V E SE UNIVERSITY AVE SE P A R K V I E W C R O S S I N G D R I V E SF SF SF SFINLET PROTECTION, TYP. SF SF SF SF SF SF SF SFSFSF POSSIBLE TOPSOIL STOCKPILE LOCATION SILT FENCE, TYP. PRETREATMENT DOWNSTREAM DEFENDER POST CONSTRUCTION FACILITY RIM=1030.37 PRETREATMENT FLOWRATE = 0.72 CFS ULTIMATE DISCHARGE FROM SITE TO TRIBUTARY TO SUGAR CREEK INLET PROTECTION, TYP. DRAWING TITLE: REVISIONS: DRAWING NO.: PROJECT NO.: DATE: 26 0 0 w e s t o w n p a r k w a y , s u i t e 3 4 0 , w e s t d e s m o i n e s , i o w a 5 0 2 6 6 p 5 1 5 . 2 2 3 . 5 1 0 0 f 5 1 5 . 2 2 3 . 7 2 2 6 w w w . f r k - a e . c o m fr k a r c h i t e c t s + e n g i n e e r s DI S T R I C T O F F I C E A D D I T I O N & R E N O V A T I O N WA U K E E C S D WA U K E E , I A 1018C04 JANUARY 2026 35 0 1 1 0 4 t h S t r e e t , U r b a n d a l e , I A 5 0 3 2 2 P h : 5 1 5 - 2 7 6 - 0 4 6 7 BI S H O P E N G I N E E R I N G + 1ST CITY SUBMITTAL: 2-3-2026 2ND CITY SUBMITTAL: 2-25-2026 3RD CITY SUBMITTAL: 3-11-2026 NOT TO SCALE SITE ENTRANCE DETAIL TEMP. ROCK ENTRANCE (PLAN VIEW) (PROFILE VIEW) TEMP. ROCK ENTRANCE 3" CLEAN LIMESTONE PLACE ROCK ON FABRIC STABILIZED ENTRANCE SHALL BE AT LEAST 50' LONG AND EXTEND TO THE PUBLIC ROADWAY. 5' - 0 " M I N . GROUND LINE ENGINEERING FABRIC FLOW 2 1' ABOVE GROUND LINE VARIABLE 10' MAX.5' MAX.5' MAX.10' MAX. 1' ABOVE GROUND LINE SECURE TOP OF ENGINEERING FABRIC ENGINEERING FABRIC TO BE PLACED TO BOTTOM OF TRENCH. 1 2 ENGINEERING FABRIC GROUND LINE TRENCH BOTTOM TRENCH BOTTOM 1 1 1 LINE GROUND 1 MIN. 4" EXCESS FABRIC COMPACTED BACKFILL 12 " MI N . DETAIL OF SILT FENCE AT DITCH OR SWALE DETAIL OF SILT FENCE 8' SPACING TO TOP OF STEEL POST. SEE DETAIL OF ATTACHMENT TO POST. VERTICAL CUT WIRE CORD CORD CORD WIRE POST FABRIC FABRIC BACK VIEW OF FABRIC BACK VIEW ATTACHMENT TO POST 3 4 NOTES : 3 MAKE VERTICAL CUT IN TOP OF FABRIC. PULL OUT AND TWIST CORD. 4 LOOP CORD AROUND POST FORMING A LOOP. PULL WIRE THROUGH FOLD AREA OF FABRIC AND SECURE AROUND POST. 'T' STEEL FENCE POST NORMAL FORESLOPE 2" RISE IN FENCE 31" MIN. NORMAL BACKSLOPE 31 " M I N . 6" TRENCH DEPTH FOR NORMAL INSTALLATION (MIN.) 12" TRENCH DEPTH FOR DITCH INSTALLATION NOT TO SCALE (SECTION VIEW) (PROFILE VIEW) SILT FENCE DETAILS NOT TO SCALE INLET 5'-0" 5'-0" 'T' FENCE POST, 5' MIN. NOTES: 1. SECURE TOP OF FABRIC TO POSTS, USING CABLE TIES OR WIRE. 2. FABRIC TO BE BURIED 12", AND FOLDED ALONG BOTTOM. 3. STEEL POSTS TO BE EMBEDDED 28". (PLAN VIEW) DROP INLET BASKET PROTECTION SILT FENCE FABRIC IF APPLICABLE INLET PROTECTION DETAIL NOT TO SCALE NOTES: 1. 1 C.Y. CONCRETE BAG SHALL BE REQUIRED AT ANY LOCATION WHERE CONCRETE IS USED. 2. CONCRETE WASHOUT DUMPSTER W/ HEAVY DUTY LINER IS AN ACCEPTIBLE ALTERNATIVE (PLAN VIEW) 1 C.Y. CONCRETE WASH-OUT BAG 'T' FENCE POST 5' MIN CONCRETE WASH-OUT BAG DETAIL (PROFILE VIEW) 1 C.Y. CONCRETE WASH-OUT BAG L: \ L A N D P R O J E C T S 2 0 2 3 \ 2 3 0 5 2 4 W A U K E E A D M I N E X P A N S I O N \ D W G \ C - 7 0 1 S W P P P . D W G 3/ 1 1 / 2 0 2 6 6 : 4 2 : 1 6 P M GRAPHIC SCALE 040 20 40 80 EROSION CONTROL NOTES: 1.SEE SUPPLEMENTAL DETAIL STORM WATER POLLUTION PLAN NARRATIVE FOR ALL EROSION CONTROL MEASURES, ADDITIONAL DETAILS AND NOTE. ADDITIONAL NOTES AND MEASURES IN NARRATIVE SHALL BE CONSIDERED INCIDENTAL AND SHALL BE INCLUDED IN THE ORIGINAL BID. 2.SWPPP PLAN AND NARRATIVE ARE CONSIDERED A LIVING DOCUMENT AND WILL NEED PERIODIC UPDATES AND ADJUSTMENTS AS NECESSARY DEPENDING ON SITE CONDITIONS TO ASSURE COMPLIANCE WITH NPDES GENERAL PERMIT NO. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO UPDATE THE SWPPP AND IMPLEMENT ANY AND ALL MEASURES NECESSARY TO COMPLY WITH SAID PERMIT NO. 2. 3.INSTALL PERIMETER SILT FENCE AS SHOWN ON PLANS PRIOR TO CONSTRUCTION. 4.INSTALL INTAKE PROTECTION WITH SILT FENCE IMMEDIATELY AFTER STORM SEWER CONSTRUCTION. 5.INSTALL FINISHED PAVING INLET PROTECTION IMMEDIATELY AFTER PAVING IS COMPLETED AROUND INTAKE. 6.OTHER EROSION CONTROL TYPES MAY NOT BE SUBSTITUTED FOR SILT FENCE. 7.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING A CONCRETE WASHOUT IN ACCORDANCE WITH NPDES GENERAL PERMIT NO. 2 DURING ALL CONCRETE WORK. CONCRETE WASHOUT SHALL MEET SUDAS SPEC 11050. 8.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING TEMPORARY RESTROOM FACILITIES. SANITARY WASTE SHALL BE DISPOSED OF PER ALL FEDERAL, STATE AND LOCAL REGULATIONS. 9.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOIL REQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET. 10.THIS PROJECT INCLUDES SAWCUTTING OR CONCRETE GRINDING SO PROTECTION OF STORM SEWERS AND DRAINAGE WAYS WILL NEED TO BE PROVIDED FROM SLURRY FROM THE CONCRETE OPERATIONS TO DISCHARGE OFFSITE. SEE SWPPP SHEET AND NARRATIVE FOR ADDITIONAL DETAILS. 11.CONTRACTOR SHALL PROVIDE APPROPRIATE CONTROLS TO PREVENT DISCHARGES FROM ANY AND ALL DEWATERING ACTIVITIES. 12.SEE LANDSCAPE PLAN FOR FINAL STABILIZATION INCLUDING SEEDING AND SODDING AREAS. 13.PER NPDES GENERAL PERMIT NO. 2, IF CONSTRUCTION ACTIVITY IS NOT PLANNED FOR AT LEAST 14 DAYS, ALL DISTURBED AREAS SHALL BE STABILIZED IMMEDIATELY BY TEMPORARY EROSION CONTROL MEASURES. 14.THE FOLLOWING DISCHARGES ARE PROHIBITED: WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE OIL, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS, FUEL, OILS OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND MAINTENANCE, AND SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING EROSION CONTROL REMOVAL NOTES: 1.AFTER FINAL STABILIZATION HAS OCCURED, AS DEFINED IN NPDES GENERAL PERMIT NO. 2, CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY EROSION CONTROL DEVICES INCLUDING, BUT NOT LIMITED TO: SILT FENCE, INLET PROTECTION, AND TEMPORARY STANDPIPES. EROSION CONTROL QUANTITIES: DISTURBED AREA 7.4 ACRES (NPDES PERMIT IS REQUIRED) SILT FENCE 833 LF INLET PROTECTION 12 EA CONSTRUCTION ENTRANCE 1 EA CONCRETE WASHOUT 1 EA **SEE LANDSCAPE PLAN FOR SEEDING/SOD TYPES & LOCATIONS** TEMPORARY SEEDING (SUDAS TYPE 4)AS NECESSARY *NOTE: EROSION CONTROL QUANTITIES ARE PROVIDED FOR CITY REQUIREMENT ONLY AND ARE A ROUGH ESTIMATE. CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES AS NECESSARY TO MEET SITE CONDITIONS. C-701 SWPPP MAIN LEVEL EL: 0" T.O. STUD EL: 30' -0" UPPER LEVEL EL: 14' -8" T.O. MEZZ STUD EL: 23' -0" FACEBRICK METAL WINDOW OVERHANG ALUM CURTAIN WALL FRAMING CAST STONE PERFORATED PANEL MAIN LEVEL EL: 0" T.O. STUD EL: 30' -0" UPPER LEVEL EL: 14' -8" FACEBRICK CAST STONE METAL WINDOW OVERHANGS BEYOND ALUM CURTAIN WALL FRAMING MAIN LEVEL EL: 0" T.O. STUD EL: 30' -0" UPPER LEVEL EL: 14' -8" FACEBRICK METAL WINDOW OVERHANGS ALUM CURTAIN WALL FRAMING CAST STONE PERFORATED PANEL MAIN LEVEL EL: 0" EXG T.O. STUD EL: 15' -0" T.O. STUD EL: 30' -0" UPPER LEVEL EL: 14' -8" MECH MEZZ EL: 12' -0" T.O. MEZZ STUD EL: 23' -0" CAST STONE MAIN LEVEL EL: 0" EXG T.O. STUD EL: 15' -0" UPPER LEVEL EL: 14' -8" MECH MEZZ EL: 12' -0" T.O. MEZZ STUD EL: 23' -0"NEW PERFORATED PANEL OVER EXG BUILDING FACADE EXG BUILDING FACEBRICK ALUM CURTAIN WALL FRAMING MAIN LEVEL EL: 0" T.O. STUD EL: 30' -0" UPPER LEVEL EL: 14' -8" T.O. MEZZ STUD EL: 23' -0" FACEBRICK METAL WINDOW OVERHANGS ALUM CURTAIN WALL FRAMING PERFORATED PANEL MAIN LEVEL EL: 0" EXG T.O. STUD EL: 15' -0" FACEBRICK ALUM CURTAIN WALL FRAMING NEW PERFORATED PANEL OVER EXG BUILDING FACADE EXG BUILDING MAIN LEVEL EL: 0" FACEBRICK METAL PANEL GATES MAIN LEVEL EL: 0" FACEBRICK frk architects + engineers WAUKEE CSD DISTRICT OFFICE WAUKEE, IA 1/8" = 1'-0"DD101 1 NORTHEAST ELEVATION 1/8" = 1'-0"DD101 2 SOUTHEAST ELEVATION 1/8" = 1'-0"DD101 4 SOUTHWEST ELEVATION 1/8" = 1'-0"DD101 3 NORTHWEST ELEVATION 1/8" = 1'-0"DD101 9 NORTH ELEVATION 1/8" = 1'-0"DD101 5 EAST ELEVATION 1/8" = 1'-0"DD101 6 SOUTH ELEVATION MATERIAL PERCENTAGES FOR ADDITION PERFORATED PANEL: 11.97% CAST STONE: 27.03% FACE BRICK: 35.86% GLAZING: 25.14% OPAQUE DOORS: 4 doors (2 single, 1 double) 1/8" = 1'-0"DD101 7 TRASH ENCLOSURE - NORTH 1/8" = 1'-0"DD101 8 TRASH ENCLOSURE - EAST