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Home My WebLink About2023-09-18 I09A-C Stivers Ford Pro Center_Preliminary Plat, Final Plat, Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: September 18, 2023 AGENDA ITEM: Consideration of approval of resolutions approving a preliminary plat, final plat, and site plan for Stivers Ford Pro Center / Williams Pointe Plat 16 FORMAT: Resolutions SYNOPSIS INCLUDING PRO & CON: The applicant is requesting approval of a preliminary plat, final plat, and site plan for an automotive service center, located west of SE Waco Place and south of SE Stone Ridge Drive, containing 7.58-acres. The project involves the construction of a two-story building to be used as an automotive service center. The building is approximately 34,150 square feet in area. The building will be used for commercial vehicle service and also sales of vehicles and products. The project also includes improvements to the existing parking lot. A trash enclosure will be provided on the east side of the building. Several overhead doors will be provided on the building, with the majority of them on the south elevation. The final plats includes two lots. Lot 1 is 2.53-acres in area and includes the existing building. Lot 2 is 5.06-acres in area and will include the proposed building. Two driveways will be provided off of SE Stone Ridge Drive. Parking meets the requirements of the ordinance. A minimum of 20% is required to be open space and the applicant is providing 48% open space. Elevations of the proposed buildings comply with the Site Plan Ordinance requirements. Materials include metal panel, ACM wall panel, brick, and glass storefront. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed the preliminary plat, site plan and final plat request at their meeting on July 11, 2023 and recommended approval: Approval of Stivers Ford Pro Center – Preliminary Plat/Site Plan and Williams Pointe Plat 16 – Final Plat Planning Coordinator, Melissa DeBoer, introduced the request for a preliminary plat, final plat, and site plan for an automotive service center for Stivers Ford Pro Center, as submitted by Stivers Iowa Real Estate, LLC. I9A-C The property is generally located west of SE Waco Place and south of SE Stone Ridge Drive, containing approximately 7.58 acres. The subject property is currently six lots and contains an autobody shop for Stivers Ford and a display parking lot. The applicant is proposing to plat the lots in order to combine them into two total lots. Lot 1 will contain the existing autobody shop and Lot 2 will contain the proposed building. The project involves construction of a two-story building to be used as an automotive service center. The building is approximately 34,150 square feet in area. The building will be used for commercial vehicle service and products. The site will also include vehicle sales. The project also includes improvements to the existing parking lot. A trash enclosure is shown on the east side of the building. Several overhead doors are proposed on the building in order to service vehicles, with the majority of them on the south elevation of the building. Two driveways off of SE Stone Ridge Drive are proposed to provide access to this site. One is the existing access to the east and will be a shared access. A total of 80 parking spaces are required. The site plan identified 124 standard parking spaces and 14 over-sized truck parking spaces being provided, for a total of 138 parking spaces. A five-foot-wide sidewalk will be constructed along both SE Stone Ridge Drive and SE Brick Drive as part of the site improvements. The site will be serviced with all public utilities that exist in the immediate vicinity. Stormwater management will be provided with several bioretention ponds throughout the site as well as with the existing regional detention pond at the south side of the site. Landscape and open space requirements have been met. Elevations are proposed to be constructed mostly of metal panel, ACM wall panel, brick, and glass storefront system. The trash enclosure will be composed of split face concrete block and a composite wood gate. The preliminary plat, final plat, and site plan are in general conformance with the Zoning Ordinance, Subdivision Ordinance, Site Plan Ordinance and Comprehensive Plan. Staff recommends approval of preliminary plat, final plat, and site plan subject to any remaining staff comments and review of legal documents. Commissioner Streit moved to approve a preliminary plat for an automotive service center for Stivers Ford Pro Center, subject to any remaining staff comments and review of legal documents. The motion was seconded by Commissioner Beenken. Ayes: Ayes: Beenken, Streit, Tessau, Lohse, and Bankole. Nays: None. Motion carried. Commissioner Streit moved to approve a final plat for Williams Pointe Plat 16, subject to any remaining staff comments and review of legal documents. The motion was seconded by Commissioner Beenken. Ayes: Ayes: Beenken, Streit, Tessau, Lohse, and Bankole. Nays: None. Motion carried. Commissioner Streit moved to approve a site plan for Stivers Ford Pro Center, 1300 SE Stone Ridge Drive, subject to any remaining staff comments and review of legal documents. The motion was seconded by Commissioner Beenken. Ayes: Ayes: Beenken, Streit, Tessau, Lohse, and Bankole. Nays: None. Motion carried. STAFF REVIEW AND COMMENT: Staff recommends approval of the preliminary plat, final plat and site plan for Stivers Ford Pro Center / Williams Pointe Plat 16 subject to remaining staff comments. RECOMMENDATION: Approve the resolutions. ATTACHMENTS: I. Proposed Resolutions II. Staff Report III. Preliminary Plat / Site Plan IV. Final Plat V. Building Elevations PREPARED BY: Melissa DeBoer, Planning Coordinator REVIEWED BY: PUBLIC NOTICE INFORMATION – NAME OF PUBLICATION: DATE OF PUBLICATION: THE CITY OF WAUKEE, IOWA RESOLUTION 2023- APPROVING THE PRELIMINARY PLAT FOR STIVERS FORD PRO CENTER 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 Stivers Ford Pro Center on July 11, 2023; AND, WHEREAS, the Preliminary Plat for Stivers Ford Pro Center 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 18th day of September, 2023 that the Preliminary Plat for Stivers Ford Pro Center be approved subject to remaining staff comments. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Anna Bergman Pierce R. Charles Bottenberg Chris Crone Larry R. Lyon Ben Sinclair THE CITY OF WAUKEE, IOWA RESOLUTION 2023- APPROVING THE FINAL PLAT FOR WILLIAMS POINTE PLAT 16 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, Stivers Iowa Real Estate LLC, has requested final plat approval of Williams Pointe Plat 16 (the “Plat”); AND, WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of the Plat on July 11, 2023, subject to remaining staff comments and review of the legal documents; AND, WHEREAS, the Final Plat for Williams Pointe Plat 16 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 18th day of September, 2023, that the Final Plat for Williams Pointe Plat 16 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. Public Ingress Egress Easement; and 2. Private Water Main Easement ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Anna Bergman Pierce R. Charles Bottenberg Chris Crone Larry R. Lyon Ben Sinclair THE CITY OF WAUKEE, IOWA RESOLUTION 2023- APPROVING THE SITE PLAN FOR STIVERS FORD PRO CENTER (1300 SE STONE RIDGE DRIVE) 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 Stivers Ford Pro Center, subject to remaining staff comments on July 11, 2023; AND, WHEREAS, the Site Plan for Stivers Ford Pro Center is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Stivers Ford Pro Center is in general conformance with §161 – Landscaping and Open Space Ordinance of the Waukee Municipal Code; AND, NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on this 18th day of September, 2023 that the Site Plan for Stivers Ford Pro Center is approved subject to remaining staff comments. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Anna Bergman Pierce R. Charles Bottenberg Chris Crone Larry R. Lyon Ben Sinclair PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: Stivers Ford Pro Center – Preliminary Plat / Site Plan and Williams Pointe Plat 16 – Final Plat PREPARED BY: Melissa DeBoer, AICP – Planning Coordinator REPORT DATE: July 7, 2023 MEETING DATE: July 11, 2023 GENERAL INFORMATION Applicant / Owner: Stivers Iowa Real Estate, LLC Engineer: Seth Sunderman, P.E. with Bishop Engineering Company, Inc. Request: The applicant is requesting approval of a preliminary plat, final plat, and site plan for an automotive service center for Stivers Ford Pro Center. Location and Size: Property is generally located west of SE Waco Place and south of SE Stone Ridge Drive, containing approximately 7.58 acres. Property Address: 1300 SE Stone Ridge Drive AREA MAP ABOVE: Aerial of subject property (outlined in BLUE) in relation to the surrounding area. July 6, 2023 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Undeveloped / Stivers Ford Autobody Shop and parking lot Neighborhood Residential C-1 / PD-1 ( Community & Highway Service Commercial District / Planned Development Overlay) North Retail Neighborhood Residential C-1 / PD-1 ( Community & Highway Service Commercial District / Planned Development Overlay) South Alice Place Senior Living Neighborhood Residential R-3 / PD-1 (Multi-Family Residential District / Planned Development Overlay) East Stivers Ford Lincoln Auto Dealership Neighborhood Residential C-1 (Community & Highway Service Commercial District) West LockBox Storage – self storage Neighborhood Residential C-1 / PD-1 ( Community & Highway Service Commercial District / Planned Development Overlay) HISTORY The subject property is currently six lots and contains an autobody shop for Stivers Ford and a display parking lot. The applicant is proposing to plat the lots in order to combine them into two total lots. Lot 1 will contain the existing autobody shop and Lot 2 will contain the proposed building for the Stivers Ford Pro Center. PROJECT DESCRIPTION The project involves the construction of a two-story building to be used as an automotive service center. The building is approximately 34,150 square feet in area. The building will be used for commercial vehicle service and products. The site will also include vehicle sales. The project also includes improvements to the existing parking lot. A trash enclosure is shown on the east side of the building. Several overhead doors are proposed on the building in order to service vehicles, with the majority of them on the south elevation of the building. The final plat includes a total of two lots. Lot 1 is 2.53 acres in area and includes the existing building. Lot 2 is 5.06 acres in area and will include the proposed building. ACCESS AND PARKING Two driveways off of SE Stone Ridge Drive are proposed to provide access to this site. One is the existing access to the building to the east and will be a shared access. A total of 80 parking spaces are required. The site plan identifies 124 standard parking spaces and 14 over- sized truck parking spaces being provided, for a total of 138 parking spaces. July 6, 2023 3 of 3 SIDEWALKS/TRAILS A 5 foot wide sidewalk will be constructed along both SE Stone Ridge Drive and SE Brick Drive as part of the site improvements. A pedestrian connection will provide access into the site from the sidewalk along SE Stone Ridge Drive. EASEMENTS All proposed easements have been indicated on the final plat. A shared ingress/egress easement will be provided for the east driveway. UTILITIES All utilities are available at this site and services will be brought in to the site to serve the proposed building. Storm water management will be provided with several bioretention ponds throughout the site as well as with the existing regional detention pond at the south side of the site. LANDSCAPING & OPEN SPACE A minimum of 20% of the project area is required to be open space. The total amount of open space proposed is approximately 48%. Plantings are being provided throughout the site in compliance with the Landscape & Open Space Ordinance. ELEVATIONS The elevations are proposed to be constructed mostly of metal panel, ACM wall panel, brick, and glass storefront system. The trash enclosure will be composed of split face concrete block and a composite wood gate. STAFF RECOMMENDATION The preliminary plat, final plat, and site plan are in general conformance with the Zoning Ordinance, Subdivision Ordinance, Site Plan Ordinance, and Comprehensive Plan. Staff recommends approval of the preliminary plat, final plat, and site plan subject to any remaining staff comments and review of the legal documents. 6 SITE STIVERS FORD PRO CENTER SITE PLAN/PRELIMINARY PLAT IOWAONE CALL 1-800-292-8989 www.iowaonecall.com 811 Know what's below. Call before you dig. VICINITY MAP NOT TO SCALE COPYRIGHT 2023 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. 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 FAULT CABLE TV RISER SIGN 7 DENOTES NUMBER OF PARKING STALLS PROPERTY CORNER - FOUND AS NOTED PROPERTY CORNER- PLACED 3/4" IRON PIPE WITH YELLOW PLASTIC CAP ID #14775 SECTION CORNER - FOUND AS NOTED D S CO H Y D I CV W WS O Y A DR E EM E ELEC EJ EP GM GV A/C T TEL T TS FO F/O TV W WV SHEET INDEX: C0.1 COVER SHEET C1.1 EX. CONTIONS & DEMO PLAN C2.1 LAYOUT PLAN C3.1 GRADING PLAN C4.1 UTILITY PLAN C5.1 LANDSCAPE PLAN C6.1 DETAILS SHEET C6.2 DETAILS SHEET C6.3 DETAILS SHEET C7.1 SWPPP 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 WETLAND NOTES: 1.BISHOP ENGINEERING DOES NOT PERFORM WETLAND STUDIES OR WETLAND MITIGATION. IT IS THE OWNER'S RESPONSIBILITY TO DETERMINE IF ANY WETLANDS ARE LOCATED ON THE PROJECT SITE AND PERFORM ANY NECESSARY MITIGATION PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES. SURVEY NOTES: 1.SURVEY WORK WAS COMPLETED BY BISHOP ENGINEERING ON 10-18-2022. GENERAL NOTES: 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2023 CITY OF WAUKEE STANDARD SPECIFICATIONS AND 2023 SUDAS STANDARD SPECIFICATIONS AND ANY AND ALL CITY/COUNTY SUPPLEMENTAL SPECIFICATIONS. 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.SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED OR PAID FOR SEPARATELY. 11.THE CONTRACTOR SHALL PROTECT ALL STRUCTURES NOT SHOWN AS REMOVALS ON THE PLANS. 12.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. 13.GRADING AND EROSION CONTROL SHALL BE DONE IN ACCORDANCE WITH THE APPROVED GRADING PLAN, SWPPP, NPDES DOCUMENTS, AND IOWA DEPARTMENT OF NATURAL RESOURCES REQUIREMENTS. 14.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. 15.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. 16.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. 17.ALL SIGNAGE SHALL REQUIRE A SEPARATE PERMIT FROM THE CITY OF WAUKEE COMMUNITY DEVELOPMENT DEPARTMENT. 18.ANY PROPOSED CHANGES TO THIS PLAN SET SHALL BE APPROVED IN WRITING BY THE CITY OF WAUKEE COMMUNITY DEVELOPMENT DEPARTMENT. 19.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOT BEEN GRANTED APPROVAL IN WRITING BY THE CITY OF WAUKEE COMMUNITY DEVELOPMENT DEPARTMENT. 20.APPROVED FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED AS SOON AS CONSTRUCTION OF THE BUILDING COMMENCES.THE FIRE APPARATUS ACCESS ROAD SHALL COMPLY WITH THE REQUIREMENTS OF THE IFC SECTION 503.2 AND SHALL EXTEND TO WITHIN 100 FEET OF ALL PORTIONS OF THE FACILITY AND ALL PORTIONS OF THE EXTERIOR WALLS OF THE FIRST STORY OF THE BUILDING AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING OR FACILITY. 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 SODDED AND WATERED UNTIL ESTABLISHED 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 SUBASE PRIOR TO ANY PAVEMENT BEING PLACED. 3.SEE DETAILS FOR ALL PAVEMENT THICKNESS. 4.ALL PEDESTRIAN WALKWAYS THAT UNLOAD INTO A VEHICLES TRAVELED PATH MUST HAVE A.D.A. DETECTABLE WARNING PLANEL(S) AS PER A.D.A. REGULATIONS. PANEL TYPE & COLOR SHALL BE PER CITY STANDARD. 5.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. 6.ALL DISTURBED AREAS THAT ARE NOT PAVED SHOULD BE SODDED 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 BE RESPONSIBLE FOR COORDINATION AND ALL COSTS ASSOCIATED WITH AS-BUILT TOPO OF DETENTION POND & DETENTION POND STORM SEWER. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING BISHOP ENGINEERING (DAVID BENTZ AT 515-276-0467) TO PERFORM SAID AS-BUILT SURVEY. IF DETENTION PONDS HAVE BEEN GRADED INCORRECTLY, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUBSEQUENT AS-BUILT TOPO SURVEYS UNTIL ISSUES HAVE BEEN RECTIFIED. 4.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. 5.ACTIVE EXISTING FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED, REROUTED, OR CONNECTED TO PUBLIC OR PRIVATE STORM SEWER TO REMAIN IN SERVICE. 6.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. 7.ALL RIP RAP CALLED OUT ON PLANS SHALL BE UNDERLAIN WITH ENGINEERING FABRIC. 8.SANITARY SEWER SERVICE CONNECTIONS SHALL BE PLACED AT A SLOPE OF NO LESS THAN 2%. SERVICES SHALL MAINTAIN 18" OF VERTICAL SEPARATION FROM THE WATERMAIN WITH 18" OF COMPACTED LOW PERMEABILITY SOIL BETWEEN THE UTILITIES WITHIN 10' OF THE CROSSING. 9.MANDREL AND PRESSURE TESTS SHALL BE REQUIRED FOR ALL PROPOSED SANITARY LINES. TELEVISING OF THE SANITARY SEWER SYSTEM SHALL BE COMPLETED PRIOR TO PAVING UNLESS OTHERWISE APPROVED BY JURISDICTION. 10.WATERMAINS SHALL BE C-900. SIZE OF WATERMAIN AS SHOWN ON PLANS. 11.THRUST BLOCKS SHALL BE INSTALLED AS REQUIRED AND SHALL BE CONSIDERED INCIDENTAL TO WATERMAIN CONSTRUCTION. 12.PROPOSED WATERMAIN SHALL BE PRESSURE TESTED, BACTERIA TESTED AND CHLORINATED. THE FILLING OF THE WATER MAIN SHALL BE DONE BY THE CITY OF WAUKEE. 13.TRACER WIRE SHALL BE ADDED TO ALL WATER MAIN, AND BROUGHT TO THE SURFACE AT EVERY HYDRANT. 14.ALL HYDRANTS WILL IMMEDIATELY BE COVERED WITH A BLACK PLASTIC BAG (OR EQUIVALENT) ONCE THE HYDRANT IS INSTALLED. THE CITY OF WAUKEE WILL NOTIFY THE CONTRACTOR WHEN THE BAGS CAN BE REMOVED. 15.THE MINIMUM HYDRANT LEAD SHALL BE 3.5 FEET. 16.ALL HYDRANTS TO HAVE 5" STORZ FITTINGS. 17.CONTRACTOR TO COORDINATE TIE-INS TO EXISTING UTILITIES WITH THE CITY OF WAUKEE PUBLIC WORKS DEPARTMENT. 18.ALL UTILITIES TO BE TESTED TO CITY STANDARDS. CITY TO WITNESS ALL TESTING. DE S C R I P T I O N IS S U E # IS S U E D A T E NB I # : - - - - - - - - DB S # : 2 2 - 3 - 4 4 2 DR A W N B Y : G S A CH E C K E D B Y : S V S DE S C R I P T I O N IS S U E # IS S U E D A T E ST I V E R S GE N E R A L C O N T R A C T O R - A R C H I T E C T 14 3 5 o h i o s t r e e t / p . o . b o x 1 3 1 5 / d e s m o i n e s , i a 5 0 3 0 5 - 1 3 1 5 ph o n e : ( 5 1 5 ) 2 4 3 - 0 1 5 6 / f a x : ( 5 1 5 ) 2 4 3 - 0 1 6 5 NE U M A N N B R O T H E R S , I N C . - D E S I G N B U I L D S O L U T I O N S 1 2 3 4 5 6 7 8 9 A B C D E F Copyright DesignBuild Solutions, LC. Protected under Architectural Works Copyright Protection Act of 1990. FIELD BULLETINS ASSOCIATED WITH THIS SHEET: 01 / 1 1 / 2 0 2 3 1S T C I T Y S U B M I T T A L 04 / 0 6 / 2 0 2 3 2N D C I T Y S U B M I T T A L 06 / 1 6 / 2 0 2 3 3R D C I T Y S U B M I T T A L 08 / 2 8 / 2 0 2 3 4T H C I T Y S U B M I T T A L 09 / 1 3 / 2 0 2 3 5T H C I T Y S U B M I T T A L 12 / 1 9 / 2 0 2 2 5 : 0 0 : 1 3 P M FO R D P R O C E N T E R 13 5 0 S E S t o n e R i d g e D r i v e , W a u k e e , I o w a 5 0 2 6 3 L: \ L A N D P R O J E C T S 2 0 2 2 \ 2 2 0 3 2 8 \ D W G \ C 0 C O V E R . D W G 9/ 1 3 / 2 0 2 3 1 : 5 5 : 5 5 P M 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 C0.1, C1.1, C2.1, C3.1, C4.1, C6.1, C6.2, C6.3 & C7.1 PROPERTY DESCRIPTION: QUIT CLAIM DEED BOOK: 2015 PAGE: 20587 LOTS 2, 3, 4, 5, 6 AND 7, IN WILLIAMS POINTE PLAT 14, AN OFFICIAL PLAT, NOW INCLUDED IN AND FORMING A PART OF THE CITY OF WAUKEE, DALLAS COUNTY, IOWA. SAID TRACT OF LAND SUBJECT TO ALL EASEMENTS AND ENCUMBRANCES OF RECORD. SUBJECT TO AND TOGETHER WITH ANY AND ALL EASEMENTS AND RESTRICTIONS OF RECORD. SAID TRACT OF LAND CONTAINS 7.58 ACRES (330,521 SF) MORE OR LESS. TOTAL AREA: 330,521 SQUARE FEET - 7.58 ACRES ADDRESS: 1350 SE STONE RIDGE DR WAUKEE, IOWA 50263 OWNER: STIVERS IOWA REAL ESTATE LLC 1450 EAST HICKMAN ROAD WAUKEE, IOWA 50263 CONTACT: SCOTT POLITTE PH: 515-987-3697 PREPARED FOR: STIVERS IOWA REAL ESTATE LLC 1450 EAST HICKMAN ROAD WAUKEE, IOWA 50263 PROJECT MANAGER: MATTHEW KELLER NEUMANN BROTHERS 1435 OHIO STREET DES MOINES, IOWA 50314 ENGINEER: BISHOP ENGINEERING CONTACT: SETH SUNDERMANN 3501 104TH STREET URBANDALE, IOWA 50322 PH: (515) 276-0467 ZONING: INFORMATION OBTAINED FROM THE CITY OF WAUKEE ZONING MAP ZONED: C-1 (COMMUNITY AND HIGHWAY SERVICE COMMERCIAL DISTRICT) AND PD (PLANNED DEVELOPMENT DISTRICT - BOOK 2013 PAGE 10218 / ORD 2726). FOR AN OFFICIAL ZONING REPORT PLEASE CALL CITY OF WAUKEE AT (515) 978-9533 SETBACKS FRONT YARD 30 FEET (MIN.) REAR YARD 30 FEET (MIN.) SIDE YARD NONE MAX HEIGHT NONE OCCUPANCY GROUP & DIVISION: RENTAL / RETAIL PARKING REQUIREMENTS: AUTOMOTIVE SERVICE REQUIRED: 3 SPACES / 1 SERVICE BAY X 12 BAYS = 36 STALLS 1 SPACE / 1 SERVICE VEHICLE X 2 SERVICE VEHICLES = 2 STALLS 2.5 SPACES / 1000 SF NON SERVICE AREA X 4080 SF = 11 STALLS PARKING REQUIRED = 49 STALLS EX. BUILDING PARKING REQUIRED = 31 STALLS (PER PREVIOUS SITE PLAN) TOTAL PARKING REQUIRED = 80 STALLS TYPICAL PARKING STALLS PROVIDED = 124 STALLS OVER-SIZED TRUCK PARKING STALLS PROVIDED = 14 STALLS OPEN SPACE/IMPERVIOUS REQUIREMENTS: SITE AREA = 220,399 S.F. (5.06 AC) REQUIRED OPEN SPACE = 44,080 S.F. (20%) EXISTING OPEN SPACE = 181,743 S.F. (82.5%) EXISTING IMPERVIOUS = 38,656 S.F (17.5%) PROPOSED OPEN SPACE = 99,947 S.F. (45.3%) PROPOSED IMPERVIOUS = 120,452 S.F (54.7%) NET INCREASE IMPERVIOUS AREA = 81,796 S.F. (1.88 ACRES) 100-YEAR FLOOD ELEVATION: NOT IN 100-YEAR FLOOD PLAIN SITE CONTROL AND BENCHMARKS: BASIS OF BEARING OBTAINED FROM GPS OBSERVATIONS DATUM = NAD 83, IOWA SOUTH BENCHMARK DATUM = NAVD88, GEOID 18 POINT #100, 3/4" IRON PIPE W/ YELLOW PLASTIC CAP NORTHING = 587,608.16 EASTING = 1,545,183.16 ELEVATION = 1032.78 DESCRIPTION: WEST OF S.W. CORNER, LOT 7 POINT #9011, 3/4" IRON PIPE W/ RED PLASTIC CAP NORTHING = 588,181.34 EASTING = 1,545,646.71 ELEVATION = 1019.82 DESCRIPTION: NORTH OF N.E. CORNER, LOT 3 PAVEMENT SAWCUT NOTES: 1.CONTRACTOR TO PROVIDE SAWCUT JOINTING PLAN TO SETH SUNDERMAN, BISHOP ENGINEERING (515-276-0467 OR SSUNDERMAN@BISHOPENGR.COM) PRIOR TO ANY CONCRETE PAVEMENT INSTALLATION. 2.PAVEMENT MAY BE REQUIRED TO BE REMOVED AND REPLACED IF PLACED WITHOUT AN APPROVED PLAN. 3.LONGITUDINAL JOINTS IN DRIVE LANES & THE OUTER MOST JOINT OF ALL PARKING AREAS SHALL BE SUDAS TYPE 'L-1' OR 'L-2' JOINTS AND HAVE STEEL. INTERIOR PARKING LOT JOINTS, OTHER THAN THE OUTER MOST JOINT, DO NOT NEED STEEL AND SHALL BE SUDAS TYPE 'B' JOINTS. 4.TYPICAL LONGITUDINAL JOINTS SHALL BE PLACED IN THE CENTER OF ALL DRIVE AISLES AND AT THE END OF ALL PARKING STALLS. 5.ALL TRANSVERSE JOINTS SHALL BE SUDAS TYPE 'C' OR TYPE 'DW' JOINTS WITH STEEL IN THE CASE OF A DAY'S WORK JOINT. PAVEMENT PLACEMENT NOTES: 1.SEE PROJECT SPECIFICATION SECTION 32 13 13 FOR LASER SCREED REQUIREMENTS. STORM & SANITARY TELEVISING NOTES: 1.CONTRACTOR IS REQUIRED TO TELEVISE ALL SANITARY AND STORM SEWER SYSTEM 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 CITY OF WAUKEE ENGINEERING DEPARTMENT FOR APPROVAL PRIOR TO PAVING. REQUIRED AS-BUILTS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR COST OF AS-BUILT TOPO OF ALL DETENTION PONDS & DETENTION POND STORM SEWER, PUBLIC STORM SEWER, , RAMPS, LANDINGS, CROSSWALKS AND PUBLIC IMPROVEMENTS. CONTRACTOR SHALL CONTACT BISHOP ENGINEERING (SETH SUNDERMAN AT 515-276-0467) TO PERFORM SAID AS-BUILT SURVEYS. IF ANYTHING HAS BEEN CONSTRUCTED INCORRECTLY, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUBSEQUENT AS-BUILT SURVEYS UNTIL ISSUES HAVE BEEN RECTIFIED. **CONTRACTOR SHALL CONTACT BISHOP ENGINEERING FOR POND AS-BUILTS AFTER TOPSOIL RESPREAD AND BEFORE SEEDING HAS TAKEN PLACE** AFTER DETENTION BASINS HAVE BEEN AS-BUILT AND APPROVED, BISHOP ENGINEERING SHALL PROVIDE A SIGNED CERTIFICATION STATEMENT TO THE CITY OF WAUKEE INDICATING THAT FACILITIES WERE CONSTRUCTED AS DESIGNED. SPECIFICATIONS NOTES: 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STIVERS FORD PRO CENTER PROJECT SPECIFICATIONS, CITY OF WAUKEE SPECIFICATIONS AND SUDAS SPECIFICATIONS. 2.FOR ANY DISCREPANCIES BETWEEN THE STIVERS FORD LINCOLN PROJECT SPECIFICATIONS AND THE CITY OF WAUKEE REQUIREMENTS AND SPECIFICATIONS, PLUMBING CODE, AND URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENT (2023 EDITION SUDAS), THE 2023 CITY OF WAUKEE STANDARD SPECIFICATIONS SHALL GOVERN. 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. SECURITY NOTES: 1.CONTRACTOR RESPONSIBLE FOR SECURITY OF THE SITE. 2.TEMPORARY FENCES OR ANY OTHER SECURITY MEASURES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 3.NO SECURITY MEASURES WILL BE ELIGIBLE FOR A CHANGE ORDER AND MUST BE INCLUDED IN THE BASE BID. STAKING NOTES: 1.CONTRACTOR IS REQUIRED TO HAVE ALL STAKING DONE UNDER THE SUPERVISION OF A LICENSED LAND SURVEYOR AND IN COORDINATION WITH THE PROJECT ENGINEER. 2.CONTRACTOR IS REQUIRED TO HAVE ALL STAKING DONE DIRECTLY UNDER THE GENERAL CONTRACTOR BY A SINGLE COMPANY. 3.STAKING DOES NOT RELIEVE CONTRACTOR OF ULTIMATE RESPONSIBILITY TO CONSTRUCT THE PROJECT PER PLAN. 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. UTILITY MAPS PROVIDED BY: 1. ELECTRIC (MIDAMERICAN / (515) 252-6972) 2. STORM AND SANITARY (CITY OF WAUKEE / (515) 978-7920) 3. WATER & GAS (CITY OF WAUKEE / (515) 978-7920) 4. FIBER OPTIC (AUREON / (515) 830-0445) 5. FIBER OPTIC (CENTURYLINK / (918) 547-0147) 6. FIBER OPTIC (UNITE PRIVATE NETWORKS / (816) 425-3556) 7. TELEPHONE (MEDIACOM / (515) 246-6668)C0.1 COVER SHEET CP #9011 EX 15 " FES FL=1015.76 2" TREE 2" TREE 2" TREE 2" TREE 2" TREE 2" TREE 2" PINE 2" PINE 2" TREE WV H Y D F/OF/O EX 15 " FES FL=1018.90 F/OFO D EX STORM MH RIM=1025.75 FL(W)=1020.90 FL(NE)=1020.70 D EX STORM MH RIM=1024.69 FL(SW)=1020.34 FL(E)=1020.14 WV H Y D F/O WV WV WV H Y D FO 3" TREE S EX SAN MH RIM=1026.28 INV(N 8")=1013.30 INV(SE 8")=1013.23 4" TREE D EX 48" RECTANGULAR STORM MH RIM=1017.70 FL(SW 15")=1013.00 (DEMO) FL(W 18")=1012.80 FL(S 36")=1011.80 FL(E 42")=1011.70 S EX SAN MH RIM=1021.45 INV(E 8")=1004.33 INV(W 8")=1004.30 S EX SAN MH RIM=1022.79 INV(W 8")=1005.04 INV(E 8")=1004.99 INV(S 8")=1004.96 D EX STORM MH RIM=1022.39 FL(S 15")=1018.49(DEMO) FL(W 15")=1018.39 FL(E 18")=1018.34 F/OT EX INTAKE T/C=1025.69 GUT=1024.97 EX INTAKE T/C=1022.22 GUT=1021.72 F/O 3" TREE EX ROCK EX ROCK ST 15 " EX CONCRETE EX CONCRETE EX C O N C R E T E S I D E W A L K ST 15" SE B R I C K D R I V E (C O N C R E T E P U B L I C R O A D - 8 0 ' R . O . W . ) SE STONE RIDGE DR (CONCRETE PUBLIC ROAD - 70' R.O.W.) SE W A C O P L A C E (C O N C R E T E P U B L I C R O A D - 1 0 0 ' R . O . W . ) LOT 3 LOT 4 LOT 7 LOT 6 LOT 5 (2 3 3 . 3 2 ' ) (R=25.00' Δ=90°0'0" L=39.27' CH=33.58' N45°8'0"E) (213.57')(188.51') (213.58')(213.58') (2 5 8 . 2 2 ' ) (2 3 3 . 1 5 ' ) (213.57') (2 5 8 . 2 2 ' ) (213.57')(213.57')(213.57') (2 5 8 . 2 2 ' ) (2 5 8 . 2 2 ' ) (2 5 8 . 2 2 ' ) (2 5 8 . 2 2 ' ) (R=25.00' Δ=90°8'55" L=39.33' CH=33.40' S44°47'33"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 EX LOCATION PER AUREON & UPN MAPS F/ O F/ O F/ O F/ O F/ O F/ O EX LOCATION PER CENTURYLINK MAP F/ O F/ O 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 LOCATION PER CENTURYLINK MAP TE L E TE L E TE L E TE L E TE L E TE L E TE L E TE L E TE L E TE L E EX LOCATION PER MEDIACOM MAP U / E U / E U/E U/E U/E U/E U/E U/ E U/ E U/ E U/E U/E U/E U/E U/E U/E U/E U/E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E EX LOCATION PER MIDAMERICAN MAP EX LOCATION PER MIDAMERICAN MAP U/ E U/ E U/E U/ E U/ E U/ E 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 18"ST 18"ST 18"ST 18"ST 42" ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " D ST 15 " ST 48"ST 48"ST 48"ST 48" SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8" SEX LOCATION PER CITY MAP & AERIAL SA N 8" SA N 8" SA N 8" SA N 8" SA N 8" EX SERVICE STUBS PER CITY MAP W12 " W12 " W 12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " EX WATER LINE LOCATION PER CITY OF WAUKEE GIS W 12"W 12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12" W6" EX WATER LOCATIONS PER CITY OF WAUKEE GIS W6" W6" W 6" W 6" W 6 " D ST 8" ST 8" S T 8 " ST 15" ST 18 " G 2" G 2" G 2" G 2" G 2" G 2" G 2" G 2" G 2" G 2" G 2" G 2" G 2" G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2" G 2" G 2"G 2"G 2"G 2"G 2"G 2" G G SA N 8" EX SERVICE STUB PER CITY GIS 25 ' B U I L D I N G S E T B A C K L I N E 25' BUILDING SETBACK LINE 25' BUILDING SETBACK LINE 25 ' B U I L D I N G S E T B A C K L I N E 25' BUILDING SETBACK LINE 25' BUILDING SETBACK LINE 25 ' B U I L D I N G S E T B A C K L I N E 25 ' B U I L D I N G S E T B A C K L I N E 25' PRIVATE SANITARY SEWER EASEMENT BK. 2007 PG. 15331 10' PUBLIC UTILITY EASEMENT BK.2007 PG.15339 PRIVATE 15' STORM SEWER EASEMENT BK. 2007 PG. 15336 30 ' P R I V A T E IN G R E S S / E G R E S S EA S E M E N T BK . 2 0 0 7 P G . 1 5 3 3 3 30 ' P R I V A T E IN G R E S S / E G R E S S EA S E M E N T BK . 2 0 0 7 P G . 1 5 3 3 3 25' PUBLIC STORM SEWER AND OVERLAND FLOWAGE EASEMENT BK. 2007 PG. 15337 1 5 ' P R I V A T E S T O R M S E W E R E A S E M E N T B K . 2 0 0 7 P G . 1 5 3 3 6 PRIVATE 15' STORM SEWER EASEMENT BK. 2007 PG. 15329 15 ' P R I V A T E W A T E R M A I N E A S E M E N T BK . 2 0 0 7 P G . 1 5 3 3 2 10' PUBLIC UTILITY EASEMENT BK.2007 PG.15339 7. 5 ' P U B L I C S T O R M SE W E R E A S E M E N T BK . 2 0 0 7 P G . 1 5 3 3 8 65 ' P R I V A T E O V E R L A N D FL O W A G E A N D D E T E N T I O N EA S E M E N T BK . 2 0 0 7 P G . 1 5 3 2 8 55,127 SF 54,979 SF 55,143 SF 55,152 SF55,047 SF WV WV EX 48" FES FL=1017.06 6" TREE 6" PINE6" TREE6" PINE6" PINE D EX STORM MH RIM=1032.11 FL(SW 24")=1021.71 FL(S 48")=1018.61 FL(E 48")=1018.46 ST (189.25') W8"W8"W8"W8"W8" LOT 2 55,071 SF ST 42 " ST 42 " ST 42 " EX. SW-505 INTAKE T/C=1021.75 GUT=1021.25 FL(S)=1017.32 100YR HWEL=1021.77 (PER 2018 BE DESIGN REF. PROJECT #180108) EX. 15" FES FL=1016.60 (PER 2018 BE DESIGN REF. PROJECT #180108) EX. SW-505 INTAKE T/C=1021.10 GUT=1020.60 FL(S)=1017.22 100YR HWEL=1021.13 (PER 2018 BE DESIGN REF. PROJECT #180108) EX. 15" FES FL=1016.60 (PER 2018 BE DESIGN REF. PROJECT #180108) EX STORM MH RIM=1021.96 FL(S,N)=1016.56 S EX SAN MH RIM=1021.20 INV(S)=1001.38 INV(W)=1001.20 INV(S)=1001.04 EX INTAKE T/C=1017.01 FL(N,S)=1011.02 EX STORM MH RIM=1017.21 FL(S)=1011.26 FL(W)=1011.03 FL(N)=1011.03 D D D S D ST 42" ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " ST 15" ST 15" EX STORM MH RIM=1020.92 EX STORM MH RIM=1022.17 FL(E)=1016.47 FL(S)=1014.85 FL(N)=1014.97 EX INTAKE T/C=1021.68 FL(E)=1017.18 FL(W)=1017.15 EX INTAKE T/C=1021.42 FL(W)=1016.97 EX STORM MH RIM=1024.81 FL(S)=1016.70 FL(N)=1016.41 EX INTAKE T/C=1024.82 FL(E,W)=20.89 EX INTAKE T/C=1024.77 FL(E)=10021.37 EX INTAKE T/C=1024.77 EX INTAKE T/C=1024.77 EX 15" FES FL=1021.96 EX STORM MH RIM=1024.89 FL(N,S)=1019.16 S S SA N 10 " SA N 10 " SA N 10 " SA N 10 " SA N 10 " SA N 10 " SA N 10 " SA N 10 " S A N 1 0 " S A N 1 0 " S A N 1 0 " SAN10" SA N 10 " HY D WV WV H Y D W W W W W W W W W W G G G G G G G G G 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 U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E EX INTAKE T/C=1017.02 EX INTAKE T/C=1017.00 FL(S)=1010.82 EX STORM MH RIM=1017.76 4" TREE 4" TREE 4" TREE 4" TREE 4" TREE 4" TREE 4" TREE 4" TREE 4" TREE ST 8" ST 8" ST 15" S T 1 5 " D EX. SW-502 T/C=1020.75 GUT=1020.25 FL(SW, SE)=1014.21 FL(N)=1014.11 100YR HWEL=1020.61 EX. SW-401 W/DOME INTAKE GRATE RIM=1023.40 FL(SE)=1015.35 FL(NW)=1015.25 EX. INTAKE T/C=1022.90 GUT=1022.40 FL(S)=1016.42 FL(N)=1016.32 100YR HWEL=1022.68 EX. 8" DRAIN BASIN W/DOME GRATE RIM=1022.70 FL(N)=1017.32 EX. 8" DRAIN BASIN W/DOME GRATE RIM=1022.70 FL(N)=1018.18 REGIONAL DETENTION POND 100-YR HWEL = 1020.48 102 7 1028 1 0 2 6 1025 1 0 2 6 1 0 2 7 1 0 2 9 1 0 3 0 1 0 3 1 1 0 3 0 10 2 9 10 2 5 1020 1017 10 1 7 10 2 0 102 5 1 0 2 1 102 1 102 2 10 2 2 10 2 5 1023 10 2 3 1024 1 0 2 3 1025 10 2 5 10 2 5 10 2 3 1 0 2 0 1 0 1 9 1017 1 0 2 0 1 0 2 1 1 0 2 2 10 2 2 1 0 2 0 102210 2 3 1 0 2 5 10 3 1 10 3 0 10 2 9 1 0 2 8 1 0 2 7 10 2 4 10 2 3 1021 1020 101 9 101 8 10 1 7 1017 101 8 10 1 9 1019 1020 1021 10 2 2 1023 1022 10 2 3 10 2 3 10 2 5 1 0 2 5 1 0 2 5 102 5 1 0 2 3 1 0 2 2 1 0 2 1 10 2 1 102 0 10 2 3 10 2 3 1022 1 0 2 2 1020 1017 10 2 6 1 0 2 6 10 2 5 10 2 4 10 2 3 10 2 2 10 2 1 1 0 2 0 10 1 9 10 1 8 10 1 7 1 0 1 8 1 0 1 9 10 2 2 10 2 4 1 0 2 3 10 2 3 102 4 1 0 2 5 1 0 2 3 10 2 3 1022 1022 10 2 3 10 2 2 10 3 1 1024.33 1024.60 1024.60 1025.00 100 YEAR PONDING ELEV. = 1020.48 30' PRIVATE INGRESS/EGRESS EASEMENT BK. 2007 PG. 15333 25 N: 588182.14 E: 1545274.84 ELEV: 1024.61 CP 3/4 IP RPC 26 N: 588198.62 E: 1545924.80 ELEV: 1020.66 CP 3/4 IP RPC 27 N: 588181.34 E: 1545646.71 ELEV: 1019.82 CP 3/4 IP RPC 9012 N: 587623.67 E: 1545244.24 ELEV: 1031.96 CP PPC 9013 N: 587580.00 E: 1545915.70 ELEV: 1026.14 CP CUT X 9014 N: 587858.53 E: 1545489.51 ELEV: 1024.78 CP CUT X EX 24" FES FL=1016.84 EX 18" FES FL=1016.93 REMOVE EX. TREE, TYP. REMOVE EX. WATER VALVE REMOVE EX. FES & CAP PIPE W/ FLOWABLE MORTAR REMOVE EX. FES & PIPE PROTECT EX. UTILITY STRUCTURES & LINES PROTECT EX.SANI SWR STUB PROTECT EX. UTILITY LINESPROTECT EX. WATER VALVE & SERVICE PROTECT EX. UTILITY STRUCTURES & LINES PROTECT EX. UTILITY LINES REMOVE EX. SANI SWR LINE PROTECT EX. SANI SWR MANHOLE REMOVE EX. SANI SWR MANHOLE & LINES REMOVE EX. TREE, TYP. PROTECT EX. TREE, TYP. PROTECT EX. TREE, TYP. PROTECT EX. LIGHT POLE, TYP. REMOVE EX. LIGHT POLE, TYP. PROTECT EX. HYDRANT ASSEMBLY PROTECT & ADJUST EX. F/O STRUCTURES TO GRADE (CONTRACTOR TO COORDINATE W/ OWNER & UTILITY PROVIDER) PROTECT EX. 36" STORM PIPE EX. 30' PRIVATE INGRESS/EGRESS EASEMENT TO BE VACATED EX. 30' PRIVATE INGRESS/EGRESS EASEMENT TO BE VACATED EX. 25' PRIVATE SANITARY SEWER EASEMENT TO BE VACATED PROTECT EX. UTILITY STRUCTURES & LINES PROTECT EX. FES & 48" STORM PIPE PROTECT EX. F/O STRUCT. PROTECT EX. HYDRANT ASSEMBLY EX. 15' PRIVATE STORM SEWER EASEMENT TO BE VACATED REMOVE EX. PAVEMENT REMOVE EX. PAVEMENT PROTECT EX. STORM INTAKE & PIPE PROTECT EX. TREE, TYP. REMOVE EX. STRIPE, TYP. REMOVE EX. STRIPE, TYP. REMOVE EX. STRIPE, TYP. PROTECT EX. STRIPE, TYP. PROTECT EX. 36" STORM PIPE PROTECT EX. WATER LINE PROTECT EX. UTILITY LINES PROTECT EX. UTILITY STRUCTURE & LINES PROTECT EX. F/O STRUCT. REMOVE EX. STRIPE, TYP. REMOVE EX. STRIPE, TYP. REMOVE EX. STRIPE, TYP. REMOVE & REPLACE EX. PAVEMENT, RAMP & LANDING REMOVE EX. ISLAND PROTECT EX. STRIPE, TYP. PROTECT EX. STRIPE, TYP. PROTECT EX. STORM INTAKE & PIPE REMOVE EX. PAVEMENT, CURB & GUTTER EX. 15' PRIVATE STORM SEWER EASEMENT TO BE VACATED PLUG SOUTH OPENING WITH WATER TIGHT PLUG GRIND DOWN EX. CURB 80' REMOVE EX. TREE, TYP. DEMO WATER SERVICE LINE AND CAP AT MAIN PER CITY CODE. COORDINATE WITH CITY STAFF. REMOVE EX. ISLAND EX. 30' PRIVATE INGRESS/EGRESS EASEMENT TO BE VACATED DE S C R I P T I O N IS S U E # IS S U E D A T E NB I # : - - - - - - - - DB S # : 2 2 - 3 - 4 4 2 DR A W N B Y : G S A CH E C K E D B Y : S V S DE S C R I P T I O N IS S U E # IS S U E D A T E ST I V E R S GE N E R A L C O N T R A C T O R - A R C H I T E C T 14 3 5 o h i o s t r e e t / p . o . b o x 1 3 1 5 / d e s m o i n e s , i a 5 0 3 0 5 - 1 3 1 5 ph o n e : ( 5 1 5 ) 2 4 3 - 0 1 5 6 / f a x : ( 5 1 5 ) 2 4 3 - 0 1 6 5 NE U M A N N B R O T H E R S , I N C . - D E S I G N B U I L D S O L U T I O N S 1 2 3 4 5 6 7 8 9 A B C D E F Copyright DesignBuild Solutions, LC. Protected under Architectural Works Copyright Protection Act of 1990. FIELD BULLETINS ASSOCIATED WITH THIS SHEET: 01 / 1 1 / 2 0 2 3 1S T C I T Y S U B M I T T A L 04 / 0 6 / 2 0 2 3 2N D C I T Y S U B M I T T A L 06 / 1 6 / 2 0 2 3 3R D C I T Y S U B M I T T A L 08 / 2 8 / 2 0 2 3 4T H C I T Y S U B M I T T A L 09 / 1 3 / 2 0 2 3 5T H C I T Y S U B M I T T A L 12 / 1 9 / 2 0 2 2 5 : 0 0 : 1 3 P M FO R D P R O C E N T E R 13 5 0 S E S t o n e R i d g e D r i v e , W a u k e e , I o w a 5 0 2 6 3 GRAPHIC SCALE 030 15 30 60 L: \ L A N D P R O J E C T S 2 0 2 2 \ 2 2 0 3 2 8 \ D W G \ C 1 E X . C O N D I T I O N S & D E M O . D W G 9/ 1 3 / 2 0 2 3 1 : 5 6 : 2 0 P M 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. 3.PAVEMENT STRIPING CALLED OUT FOR REMOVAL SHALL BE SANDBLASTED. NO GRINDING WILL BE ALLOWED. 4.CONTRACTOR TO LOCATE AND VERIFY ALL EXISTING UTILITY LOCATIONS AND DEPTH ON SITE PRIOR TO CONSTRUCTION AND CONTACT ENGINEER/OWNER IF DIFFERENT FROM PLANS OR IN CONFLICT WITH CONSTRUCTION ACTIVITIES. 5.CONTRACTOR TO COORDINATE PERMITTING, SIGNAGE AND LANE CLOSURE WITH CITY AS REQUIRED FOR WORK WITHIN RIGHT OF WAY PRIOR TO START OF CONSTRUCTION. 6.CONTRACTOR TO PROTECT ALL UTILITIES, PAVEMENTS AND STRUCTURES THAT ARE NOT SCHEDULED FOR REMOVAL. CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY DAMAGED UTILITIES, PAVEMENTS, AND STRUCTURES NOT SCHEDULED FOR REMOVAL PER CITY/OWNER SPECIFICATIONS AT THE CONTRACTORS EXPENSE. 7.CONTRACTOR TO REMOVE EXISTING TEMPORARY GRANULAR SURFACE AND UNSUITABLE MATERIALS WITHIN REMOVAL LIMITS SHOWN AND HAUL OFF TO AN APPROVED LOCATION. 8.CONTRACTOR TO COORDINATE WITH OWNER FOR SALVAGING & STORING MATERIALS AT A LOCATION DESIGNATED BY THE OWNER. 9.CONTRACTOR TO COORDINATE WITH UTILITY OWNERS AND MEP FOR ANY REQUIRED RELOCATION OR ADJUSTMENT OF EXISTING FIBER, ELECTRIC AND GAS LINES AS NEEDED TO AVOID CONFLICT WITH CONSTRUCTION ACTIVITIES AND IMPROVEMENTS. 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. DEMO LEGEND: PAVEMENT REMOVAL LIMITS DENOTES PROTECTION DENOTES REMOVAL C1.1 EX. CONDITIONS & DEMO PLAN 5,670 SF FUTURE DISPLAY ROOM PROP. BUILDING PROP. 34,150 SQ. FT. FF=1023.50' HT.=23.00 30' HEAVY DUTY PAVEMENT (REF. DETAIL 1/C6.1) 12' 8' 3' 12' 10 ' 9 36 ' 10' 10' 4 5" PCC WALK 8'5'8'32 ' 5 R1' R 1 ' DRIVEWAY 5" P C C T U R N E D D O W N W A L K SAWCUT PAVEMENT & MATCH EX. SA W C U T P A V E M E N T & M A T C H E X . SAWCUT PAVEMENT & MATCH EX. SA W C U T P A V E M E N T T O CL E A N E D G E & M A T C H E X . 30' HE A V Y D U T Y P A V E M E N T (R E F . D E T A I L 1/C6 . 1 ) HEAVY DUTY PAVEMENT (REF. DETAIL 1/C6.1) HE A V Y D U T Y P A V E M E N T (R E F . D E T A I L 1/C6 . 1 ) 70.0' 70.0' 81 . 0 ' 81 . 0 ' 8' 5' 24 ' 10 . 5 ' 26 ' 18' 24 ' 10 . 5 ' 20 ' 18' 1, 7 4 5 S F P R O P . DE T E N T I O N & R A I N GA R D E N WV 10'10.5' A/ C 6' R 2 5 ' TRASH ENCLOSURE (REF. ARCH) OIL TANKER STALLS ADA RAMP ADA RAMP ADA LANDING 4" PAINTED LINE, TYP.PAINTED ADA STALL PER ADAAG, TYP. PAINTED ADA SYMBOL, TYP. PAINTED ISLAND, TYP. CURB STOP, TYP. EV RAPID CHARGING STATION & BOLLARDS, TYP. STRUCTURAL STOOP, TYP. (REF. ARCH & STRUCT) STRUCTURAL STOOP, TYP. (REF. ARCH & STRUCT) STRUCTURAL STOOP, TYP. (REF. ARCH & STRUCT) STRUCTURAL STOOP, TYP. (REF. ARCH & STRUCT) PAINTED ISLAND, TYP. PAINTED ISLAND, TYP.SAWCUT PAVEMENT & MATCH EX. SAWCUT & MATCH EX. MATCH EX. MATCH EX. OVERHEAD DOOR, TYP. (REF. ARCH & STRUCT) OVERHEAD DOOR, TYP. (REF. ARCH & STRUCT) OVERHEAD DOOR, TYP. (REF. ARCH & STRUCT)OVERHEAD DOOR, TYP. (REF. ARCH & STRUCT) BOLLARD, TYP. (REF. ARCH) BOLLARD W/ PROXIMITY CARD READER (REF. ARCH) BOLLARD, TYP. (REF. ARCH)BOLLARD, TYP. (REF. ARCH) 5" PCC TURNED DOWN WALK BOLLARD W/ PROXIMITY CARD READER (REF. ARCH) BOLLARD, TYP. (REF. ARCH) AC UNITS ON CONC. PAD W/ BOLLARDS (REF. ARCH & ELEC.) R5' FF=1023.50 (PER 2018 DESIGN REF. PROJECT #180108)8' HYD HYD H Y D TRANSFORMER ON CONC. PAD (REF. ELEC & ARCH) FUTURE GENERATOR ON CONC. PAD AREA (REQUIRED TO BE SCREENED) OVERHEAD DOOR, TYP. (REF. ARCH & STRUCT) TAPER TO NO CURB IN 10' TAPER TO NO CURB TAPER TO NO CURB IN 10' SAWCUT & MATCH EX.ADJUST RIM TO GRADE ADJUST RIM TO GRADE ADJUST RIM TO GRADE ADJUST RIM TO GRADE ADJUST RIM TO GRADE ADJUST RIM TO GRADE DETECTABLE PANEL ADA RAMP W/ DETECTABLE PANELS & 5'X5' LANDING D D R2 5 ' 4. 5 ' 4. 5 ' 1' 1' 10.75' 5" PCC SIDEWALK5" PCC SIDEWALK 5' 5' 5' 5" PC C S I D E W A L K 5' 5" PC C S I D E W A L K 33 ' CO CO CO CO ADA RAMP W/ DETECTABLE PANELS & 5'X5' LANDING MATCH EX. MATCH EX. MATCH EX. MATCH EX. MATCH EX. 43' 23 12 11 15 15 15 27 R 4 'R4' R 4 'R4' R15' R 5 ' 9' 30' SETBACK 30' SETBACK 30' SETBACK30' SETBACK PROPOSED LOT 1 AREA = 110,122.89 PROPOSED LOT 2 AREA = 220,398.72 SF 49 1 . 3 9 ' 213.57' 51 6 . 3 6 ' 188.51' L=39.16' 402.83' R=25.00' Δ=90°05'55" L=39.31' CH=35.39' S45°08'51"W 49 1 . 3 1 ' 426.36' WILLI A M S P O I N T E P L A T 1 6 WILLI A M S P O I N T E P L A T 1 6 SUDAS TYPE 'A' DRIVEWAY (REF. DETAIL 1/C6.2) EX. SUDAS TYPE 'A' DRIVEWAY 200.51' 13 7 . 5 0 ' 36.50' 41 . 0 0 ' 85.62' 0.24' 75.12' 47 . 2 0 ' 3.27' 13 1 . 5 4 ' 5" PC C S I D E W A L K ADA RAMP W/ DETECTABLE PANELS & 5'X5' LANDING 5' 5' 8'8' 5' 5' CO 18 ' 2 SAWCUT & MATCH EX. 9' 4" PAINTED LINE, TYP. 10.13' R5' R 1 5 ' 18 ' 10'10.5' 10 ' 10 ' 6' R15' R 5 ' 8' 5' 67 ' 6' 8' 12. 5 ' 5' CURB OPENING 12' 12' 32 ' R 4 ' R9' 60° 18 ' 10.5' 12' 12.5'12' R5 'R5' R 2 5 ' R5' 43 . 1 9 ' 5' CURB OEPNING 10.5' CO CO S R5 ' HEAVY DUTY PAVEMENT (REF. DETAIL 1/C6.1) 79 . 0 0 ' N0 0 ° 2 0 ' 0 6 " E 79 . 0 0 ' S0 0 ° 2 0 ' 0 6 " W 32.00' N89°49'20"W 32.00' S89°49'20"E INGRESS/EGRESS EASEMENT BOLLARD, TYP. (REF. ARCH) FDC (REF. ARCH) R5 ' R25' R5'R 5 ' R 2 ' R2' R 4 ' R4' R4'R 4 ' SAWCUT & MATCH EX. TAPER TO NO CURB IN TAPER TO NO CURB IN TAPER TO NO CURB IN 3" CURB COCO CO CO 23 TONS CLASS "E" RIP-RAP W/ ENG. FABRIC (REF.DETAIL 2, C6.2) CO CO MATCH EX. 18 TONS CLASS "E" RIP-RAP W/ ENG. FABRIC (REF.DETAIL 2, C6.2) 12 TONS CLASS "E" RIP-RAP W/ ENG. FABRIC (REF.DETAIL 2, C6.2) 43 TONS CLASS "E" RIP-RAP W/ ENG. FABRIC (REF.DETAIL 2, C6.2) PAINTED ISLAND, TYP. 35 TONS CLASS "E" RIP-RAP W/ ENG. FABRIC (REF.DETAIL 2, C6.2) MATCH EX. 4" RIVER ROCK W/ ENG. FABRIC STEEL EDGER OVERFLOW ROUTE ELEV. = 1017.56 9 ' 10' 9.46' 9.38' 9.42' 14 TONS CLASS "E" RIP-RAP W/ ENG. FABRIC (REF.DETAIL 2, C6.2) 14' 10 ' 229.43'110.47' 50 3 . 3 2 ' 49 9 . 1 5 ' 9 . 8 8 ' 1 0 . 1 2 ' R5' CO CO 10' 13 ' 21' 23 ' 1 6 ' 18' 16 ' 16' 13 ' 15 TONS CLASS "E" RIP-RAP W/ ENG. FABRIC (REF. DETAIL 2, C6.2) 11 ' 12' 72.47' 21 . 7 9 ' 210.73' 5. 0 4 ' 23 . 8 2 ' 65.19' 5'5' 87 ' 20' 100-YR PONDING ELEV. = 1020.43 OVERFLOW ROUTE ELEV. = 1019.02 PRIVATE WATERMAIN EASEMENT SAWCUT & MATCH EX. SAWCUT & MATCH EX. 30.00' S89°48'24"E 32 . 0 0 ' N0 0 ° 2 0 ' 0 6 " E 30.00' N89°48'24"W 32 . 0 0 ' S0 0 ° 2 0 ' 0 6 " W D R5'R5' 60° WV H Y D F/OF/O F/OFO D D WV H Y D F/O WV WV WV H Y D FO 3" TREE D SS D F/OT F/O EX ROCK EX CONCRETE EX CONCRETE EX C O N C R E T E S I D E W A L K ST 15" SE B R I C K D R I V E (C O N C R E T E P U B L I C R O A D - 8 0 ' R . O . W . ) SE STONE RIDGE DR (CONCRETE PUBLIC ROAD - 70' R.O.W.) 80' R.O.W. 70 ' R. O . W . 100' R.O.W. SE W A C O P L A C E (C O N C R E T E P U B L I C R O A D - 1 0 0 ' R . O . W . ) OWNER: ALICE PLACE LP ZONED: R-3 (RENTAL MULTI-FAMILY RESIDENTIAL DISTRICT) & PD (PLANNED DEVELOPMENT) F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/O F/O F/O F/O F/O F/O F/O F/O F/ O F/ O F/ O TE L E TE L E TE L E TE L E TE L E TE L E TE L E TE L E TE L E TE L E ST 15"ST 15"ST 15"ST 18"ST 18"ST 18"ST 18"ST 42" ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " D ST 48"ST 48"ST 48"ST 48" SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8" S W12 " W12 " W 12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W 12"W 12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12" W6" W6" W6" W 6" W 6" W 6 " D ST 8" ST 8" S T 8 " ST 15" ST 18 " G 2" G 2" G 2" G 2" G 2" G 2" G 2" G 2" G 2" G 2" G 2" G 2" G 2" G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2" G 2" G 2"G 2"G 2"G 2"G 2"G 2" G G SA N 8" 10' PUBLIC UTILITY EASEMENT BK.2007 PG.15339 25' PUBLIC STORM SEWER AND OVERLAND FLOWAGE EASEMENT BK. 2007 PG. 15337 PRIVATE 15' STORM SEWER EASEMENT BK. 2007 PG. 15329 15 ' P R I V A T E W A T E R M A I N E A S E M E N T BK . 2 0 0 7 P G . 1 5 3 3 2 10' PUBLIC UTILITY EASEMENT BK.2007 PG.15339 7. 5 ' P U B L I C S T O R M SE W E R E A S E M E N T BK . 2 0 0 7 P G . 1 5 3 3 8 65 ' P R I V A T E O V E R L A N D FL O W A G E A N D D E T E N T I O N EA S E M E N T BK . 2 0 0 7 P G . 1 5 3 2 8 WV 6" TREE 6" PINE6" TREE6" PINE6" PINE D ST W8"W8"W8"W8"W8" ST 42 " ST 42 " ST 42 " S D D D S D ST 42" ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " ST 15" ST 15" S S SA N 10 " SA N 10 " SA N 10 " SA N 10 " SA N 10 " SA N 10 " SA N 10 " SA N 10 " S A N 1 0 " S A N 1 0 " S A N 1 0 " SAN10" SA N 10 " HY D WV WV H Y D W W W W W W W W W W G G G G G G G G G G G G G G 4" TREE 4" TREE 4" TREE 4" TREE 4" TREE 4" TREE 4" TREE 4" TREE 4" TREE ST 8" ST 8" ST 15" S T 1 5 " D REGIONAL DETENTION POND 100-YR HWEL = 1020.48 DE S C R I P T I O N IS S U E # IS S U E D A T E NB I # : - - - - - - - - DB S # : 2 2 - 3 - 4 4 2 DR A W N B Y : G S A CH E C K E D B Y : S V S DE S C R I P T I O N IS S U E # IS S U E D A T E ST I V E R S GE N E R A L C O N T R A C T O R - A R C H I T E C T 14 3 5 o h i o s t r e e t / p . o . b o x 1 3 1 5 / d e s m o i n e s , i a 5 0 3 0 5 - 1 3 1 5 ph o n e : ( 5 1 5 ) 2 4 3 - 0 1 5 6 / f a x : ( 5 1 5 ) 2 4 3 - 0 1 6 5 NE U M A N N B R O T H E R S , I N C . - D E S I G N B U I L D S O L U T I O N S 1 2 3 4 5 6 7 8 9 A B C D E F Copyright DesignBuild Solutions, LC. Protected under Architectural Works Copyright Protection Act of 1990. FIELD BULLETINS ASSOCIATED WITH THIS SHEET: 01 / 1 1 / 2 0 2 3 1S T C I T Y S U B M I T T A L 04 / 0 6 / 2 0 2 3 2N D C I T Y S U B M I T T A L 06 / 1 6 / 2 0 2 3 3R D C I T Y S U B M I T T A L 08 / 2 8 / 2 0 2 3 4T H C I T Y S U B M I T T A L 09 / 1 3 / 2 0 2 3 5T H C I T Y S U B M I T T A L 12 / 1 9 / 2 0 2 2 5 : 0 0 : 1 3 P M FO R D P R O C E N T E R 13 5 0 S E S t o n e R i d g e D r i v e , W a u k e e , I o w a 5 0 2 6 3 GRAPHIC SCALE 030 15 30 60 L: \ L A N D P R O J E C T S 2 0 2 2 \ 2 2 0 3 2 8 \ D W G \ C 2 L A Y O U T . D W G 9/ 1 3 / 2 0 2 3 1 : 5 6 : 4 0 P M GENERAL NOTES: 1.CONTRACTOR TO PROVIDE GRADATION TESTING FOR EVERY 200 TONS OF GRANULAR MATERIAL DELIVERED TO THE SITE GRADATION TESTING IS TO BE CONDUCTED AND REVIEWED BY GEOTECHNICAL FIRM PRIOR TO GRANULAR MATERIAL BEING INSTALLED. 2.GEOTECHNICAL REPORT FOR SITE WAS NOT PROVIDED BY OWNER. 3.THE DESIGN AND SPECIFICATIONS IN THE APPROVED CONSTRUCTION DOCUMENTS ARE BASED ON TYPICAL CONDITIONS AND ARE NOT BASED ON RECOMMENDATIONS FROM SITE SPECIFIC GEOTECHNICAL REPORT. 4.THE RECOMMENDED DESIGN AND SPECIFICATIONS HAVE BEEN APPROVED BY THE OWNER. 5.ANY RECOMMENDATIONS MADE BY THE OWNER'S SELECTED GEOTECHNICAL FIRM SHALL GOVERN. 6.IF GRANULAR MATERIAL ARE INSTALLED THAT DO NOT MEET THE OWNER'S SELECTED GEOTECHNICAL FIRM SPECIFICATIONS. THE CONTRACTOR, SHALL AT THEIR OWN EXPENSE, REMOVE AND REPLACE THE DEFICIENT GRANULAR MATERIAL PER SPECIFICATION. 7.ALL SIGNAGE SHALL RECEIVE SEPARATE APPROVALS WITH A SIGNED PERMIT APPLICATION FROM THE CITY OF WAUKEE COMMUNITY DEVELOPMENT DEPARTMENT. 8.ALL BIORETENTION CELLS ARE TO BE CONSTRUCTED ONLY AFTER ALL OTHER CONSTRUCTION ITEMS ARE COMPLETE. SEDIMENT PROTECTION WILL BE REQUIRED IF IMMEDIATE UPSTREAM PROTECTION IS NOT ABLE TO BE COMPLETED. PAVEMENT & ASPHALT PLACEMENT NOTES: 1.CONTRACTOR TO CONNECT TO EXISTING PCC PAVEMENTS WITH IOWA SUDAS TYPICAL BT JOINT. 2.CONTRACTOR TO REPLACE PCC PAVEMENTS FOR STORM SEWER INSTALLATION PER SUDAS. 3.CONTRACTOR TO REPLACE PAVEMENTS WITH A MINIMUM THICKNESS THAT IS 1" GREATER THAN THE EXISTING PAVEMENT THICKNESS. BUILDING & STRUCTURAL NOTES: 1.SEE FINAL ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 2.CONTRACTOR TO REFER TO ARCHITECTURAL PLANS FOR DETAILED BUILDING CONSTRUCTION INFORMATION. 3.CONTRACTOR TO REFER TO STRUCTURAL PLANS FOR DETAILED BUILDING FOUNDATION AND STOOP LOCATIONS AND DETAILED CONSTRUCTION INFORMATION. C2.1 LAYOUT PLAN 5,670 SF FUTURE DISPLAY ROOM PROP. BUILDING PROP. 34,150 SQ. FT. FF=1023.50' HT.=23.00 WV A/ C FF=1023.50 (PER 2018 DESIGN REF. PROJECT #180108) HYD HYD H Y D 10 1 9 10 2 0 1 0 3 0 1022 102 2 10 2 3 1022 1018 1 0 2 8 1 0 2 8 1018 1020 10221022 1 0 3 1 1 0 3 2 D D 1 0 2 2 1 0 2 1 10 2 0 10 2 1 1 0 2 2 1 0 2 5 1.9% 1.9%5.0% 5.0% CO CO CO CO MATCH EX. MATCH EX. 30' SETBACK 30' SETBACK 30' SETBACK30' SETBACK 5.8% 6:1 6:1 4.5 % 1.5% 1.5%0. 0 % 1.0% 1.0% 0. 0 % 0. 0 % 1.5% 0. 7 % 0. 0 % 5. 0 % 0. 0 % 0. 0 % 0. 0 % 2. 2 % 2. 2 % 2. 0 % 1. 4 % 1. 4 % 1. 4 % 1.0% 1.2 % 1.0% 1.7% 1. 0 % 0.6% 1.1% 2.6%1.1% 1.0%1.0% 1.0%1.5% 1. 1 % 1.8 %1. 9 % 2. 4 % 0. 9 % 1.6 % 1. 4 % 2. 5 % 1.7% 1. 5 % 0. 8 % 0. 8 % 1.2% 4. 5 % 3. 8 % 0. 6 % 2.1% 1. 7 % 1. 4 % 0. 8 % 0. 8 % 2. 0 % 2. 1 % 1. 2 % 1.5% 1.5% 0. 0 % 1. 8 % 4.7% 1. 0 % 1.0% 1. 0 % 1. 0 % 4. 0 % 1. 5 % 2.0%1.6% 2.0% 2.0 % 1.1% CO SEE DETAIL 'C' ON SHEET C6.2 FOR GRADING DETAILS IN THIS AREA SEE DETAIL 'B' ON SHEET C6.2 FOR GRADING DETAILS IN THIS AREA SEE DETAIL 'A' ON SHEET C6.2 FOR GRADING DETAILS IN THIS AREA SEE DETAIL 'D' ON SHEET C6.2 FOR GRADING DETAILS IN THIS AREA 2.9 % 1 0 1 9 10 2 2 1024 1 0 2 2 1022.57±EX1022.70±EX1022.91±EX 1022.17±EX 1021.89±EX 1022.44±EX 1022.48±EX 1021.25±EX 1023.16 1023.50 STRUCTURE #14 OVERSPILL 1022.42T/C 1021.92G 1022.45 1022.78T/C 1022.28G 1021.82G 1022.10±EX T/C STRUCTURE #12 OVERTOPPING 1023.09T/C 1022.59G 1023.92T/C 1023.42G 1023.55T/C 1023.05G STRUCTURE #6 1022.50T/C 1022.00G STRUCTURE #6 OVERTOPPING 1023.00T/C 1022.50G 1023.19T/C 1022.69G 1022.37T/C 1021.87G STRUCTURE #9 OVERTOPPING 1022.45T/C 1021.95G 1021.31 1022.78T/C 1022.28G 1023.23T/C 1022.73G 1023.11T/C 1022.61G 1023.29T/C 1022.79G 1023.29T/C 1022.79G 1023.07T/C 1022.57G 1023.02T/C 1022.52G 1021.77T/C 1021.27G 1021.19 1022.01T/C 1021.51G 1022.24T/C 1021.74G 1022.48T/C 1021.98G 1022.92T/C 1022.42G 1023.09T/C 1022.59G 1023.50 1023.42 1023.50 1023.50 1023.50 1023.50 1023.42 1023.42 1023.50 1023.50 1022.34LP 1022.83HP 1021.55LP 1023.00 1023.50 1023.50 1023.41 1023.29 1023.42E/W 1023.50 1023.19E/W 1023.50 1023.50 1023.38E/W 1023.38E/W 1023.38E/W 1022.511022.61 1022.51 1022.08 1023.19T/C 1022.69G 1023.30T/C 1022.80G 1023.30T/C 1022.80G 1023.30T/C 1022.80G 1022.66±EX 1022.28±EX 1021.96±EX1022.81±EX 1023.08HP 1022.74HP 1023.01T/C 1022.51G 1022.79T/C 1022.29G 1023.50 1022.92E/W 1022.80T/C 1022.30G 1025.07HP 1022.69 1022.78 1022.71T/C 1022.21G 1023.50T/C 1023.25G 1023.31E/W 1023.62T/C 1023.12G 1025.14E/W 1024.55E/W 1024.80E/W 1025.22E/W 1025.14E/W 1032.05E/W 1032.11E/W STRUCTURE #4 OVERFLOW 1022.10T/C 1021.60G 1022.27T/C 1021.77G 1019.61T/C 1019.11G 1024.14 1025.34 1027.43 1029.09 1032.25 1021.30 1023.50 1023.50 1023.50 1023.29E/W 1023.36E/W 1022.47E/W 1022.55E/W 1023.38E/W CO CO S 1021.97±EX1022.21±EX 1022.02±EX 1021.97±EX 1022.37±EX 1023.08±EX 1022.44±EX 1022.96 1022.48 1022.95T/C 1022.45G 0 . 9 % 1021.38T/C 1020.88G 1022.44T/C 1021.94G 1023.50T/C 1023.25G 1023.50T/C 1023.25G 1023.50T/C 1023.25G 1023.50T/C 1023.25G 1023.50 MATCH EX. MATCH EX. 1. 2 % 1.0% 1022.60T/C 1022.10G 1022.61T/C 1022.11G 1022.85T/C 1022.35G 1022.53T/C 1022.03G STRUCTURE #1 OVERTOPPING 1023.49T/C 1022.99G 1023.01T/C 1022.51G 1024.09T/C 1023.59G 1024.02T/C 1023.52G 1023.95T/C 1023.45G MATCH EX. 1019.09 1019.17 1023.50 0. 7 % 3.8%0.7% 1. 2 % 1.2% 0. 7 % 0.8% 0. 9 % 0. 9 % 1023.27T/C 1022.77G 1023.21T/C 1022.71G 1023.49T/C 1022.99G 1023.50T/C 1023.00G 1023.52T/C 1023.02G 1023.21T/C 1022.71G 1022.54T/C 1022.04G1022.53T/C 1022.03G 1022.84T/C 1022.34G 1022.77T/C 1022.27G 1022.90T/C 1022.40G 1022.51T/C 1022.01G 1022.66T/C 1022.16G 1. 4 % 1022.09 1022.27 1. 0 % 1022.24E/W 1022.19E/W 1022.43T/C 1021.93G 1020.69 1022.95T/C 1022.45G COCO CO CO CO CO 10 2 3 1 0 2 3 10 2 1 1021 102 2 1 0 2 2 1023 1023 1 0 2 2 10 2 3 1 0 2 3 102 3 10 1 9 1018 1021 1020 1022 1020 1 0 2 2 1020 1020 1022 1024 1023 1018 1020 1023 1 0 2 5 4: 1 4: 1 4: 1 4: 1 4: 1 4: 1 6:1 4.9% 1021.94±EX 1019.56±EX 1025.08±EX 1018.61±EX 1018.47 1026.03 EX. 100-YR PONDING=1020.56 100-YR PONDING=1020.46 100-YR PONDING=1022.48 100-YR PONDING=1022.21 ON-GRADE. NO PONDING 1022.34T/C 1021.84G 2.0 % 2. 0 % 1. 2 % 2. 0 % 1022.21T/C 1021.71G 2. 0 % 1022 1022.50T/C 1022.00G OVERSPILL=1020.56 100-YR PONDING=1021.70 100-YR PONDING=1021.87 100-YR PONDING=1022.12 BIORETENTION LIMIT ELEVATION=1018.00 BIORETENTION LIMITS ELEVATION=1018.00 0. 8 % 0. 8 % 1.5% 1.0% 2.4% 0.9%1.7% 4.5% 1. 6 % 1. 6 % 1. 3 % 1. 3 % 1. 3 % 1. 3 % 1. 3 % 1. 3 % EX. 1024.52± EX. 1024.33± 1024.72E/W 1029.22HP 1023.26T/C 1022.76G 100-YR PONDING=1020.76 OVERSPILL=1020.76 BIORETENTION LIMITS ELEVATION=1018.50 CO CO 1022.84±EX 1022.90 1021.63±EX 1021.83 1023.05±EX 1023.16 1023.42T/C 1022.92G 1022.52±EX 1022.55 1022.51±EX ON-GRADE. NO PONDING 1023.26 1023.26 1023.26 0. 7 % 1.7% 1. 5 % 0.1% 0.0%0.0%1.2%3.0%0.9%0.2% 0.9% 1021.00 1021.00 1021.211021.28 1 0 2 3 1 0 2 4 1 0 2 5 1 0 2 6 1 0 2 7 1018 1018 1021 10 2 2 10 2 0 1 0 2 3 1023 10 2 3 10 1 9 10 2 5 10 2 7 1 0 2 9 1025 10 2 9 10 2 2 1022 10 2 3 1 0 2 3 1022 2. 0 % 2. 0 % 0. 0 % 0. 0 % 1022 1022 1 0 2 9 TOP OF BERM=1022.06 1023.421023.42 1023.16 1023.42 1023.501023.50 1023.42 1. 0 % 1. 0 % 1. 0 % 6. 0 % 2. 0 % 0.0% 1. 5 % 1. 5 % 1. 5 % 0.0%0.0%0.0% OVERFLOW ROUTE ELEV=1022.37 OVERFLOW ROUTE ELEV=1021.98 1022.69T/C 1022.19G 1022.96T/C 1022.46G 1021.98 1022.19 0.9% 5. 9 % 0 . 7 % 0. 7 % 0.8% 1.5% 1.5% 1.0 % 1 . 7 % 1.3% 7. 8 % 1. 4 % 1. 4 % 0. 7 % 1.6% 1023.42 0. 6 % 4.1% 5. 4 % 0.8% 1022 10 2 2 1023 10 3 0 103 1 10 2 9 10 2 8 102 6 1027 10 2 8 1024 1023 1022 1021 1020 10 2 3 10 2 3 0.8% 1.7% 1.5% 1. 5 % 1032.78 EX. 1.5% 4.5%4.3% 0.8% 1. 5 % 1018.00FL1018.00FL 1018.75FL 1018.00FL 4.8% 9. 7 % 1018.50FL 1018.50FL 1019.25FL 0.3% D 100-YR PONDING=1021.74 1016.64 5.2% CPV ELEV=1020.01 WQV ELEV=1019.25 WQV ELEV=1018.75 CPV ELEV=1019.57 100-YR PONDING =1020.56 CPV ELEV=1019.57 WQV ELEV=1018.75 MAX PONDING=1021.50 MAX PONDING=1021.50 1017.10FL WV H Y D F/OF/O F/OFO D D WV H Y D F/O WV WV WV H Y D FO D SS D F/OT F/O EX ROCK EX CONCRETE EX CONCRETE EX C O N C R E T E S I D E W A L K ST 15" SE B R I C K D R I V E (C O N C R E T E P U B L I C R O A D - 8 0 ' R . O . W . ) SE STONE RIDGE DR (CONCRETE PUBLIC ROAD - 70' R.O.W.) SE W A C O P L A C E (C O N C R E T E P U B L I C R O A D - 1 0 0 ' R . 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 F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/O F/O F/O F/O F/O F/O F/O F/O F/ O F/ O F/ O TE L E TE L E TE L E TE L E TE L E TE L E TE L E TE L E TE L E TE L E U / E U / E U/E U/E U/E U/E U/E U/ E U/ E U/ E U/E U/E U/E U/E U/E U/E U/E U/E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/E U/ E U/ E U/ E 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 18"ST 18"ST 18"ST 18"ST 42" ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " D ST 48"ST 48"ST 48"ST 48" SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8" S W12 " W12 " W 12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W 12"W 12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12" W6" W6" W6" W 6" W 6" W 6 " D ST 8" ST 8" S T 8 " ST 15" ST 18 " G 2" G 2" G 2" G 2" G 2" G 2" G 2" G 2" G 2" G 2" G 2" G 2" G 2" G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2" G 2" G 2"G 2"G 2"G 2"G 2"G 2" G G SA N 8" 10' PUBLIC UTILITY EASEMENT BK.2007 PG.15339 25' PUBLIC STORM SEWER AND OVERLAND FLOWAGE EASEMENT BK. 2007 PG. 15337 PRIVATE 15' STORM SEWER EASEMENT BK. 2007 PG. 15329 15 ' P R I V A T E W A T E R M A I N E A S E M E N T BK . 2 0 0 7 P G . 1 5 3 3 2 10' PUBLIC UTILITY EASEMENT BK.2007 PG.15339 7. 5 ' P U B L I C S T O R M SE W E R E A S E M E N T BK . 2 0 0 7 P G . 1 5 3 3 8 65 ' P R I V A T E O V E R L A N D FL O W A G E A N D D E T E N T I O N EA S E M E N T BK . 2 0 0 7 P G . 1 5 3 2 8 WV D ST W8"W8"W8"W8"W8" ST 42 " ST 42 " ST 42 " S D D D S D ST 42" ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " ST 15" ST 15" S S SA N 10 " SA N 10 " SA N 10 " SA N 10 " SA N 10 " SA N 10 " SA N 10 " SA N 10 " S A N 1 0 " S A N 1 0 " S A N 1 0 " SAN10" SA N 10 " HY D WV WV H Y D W W W W W W W W W W G G G G G G G G G 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 U/ E U/ E U/ E U/ E U/ E 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 8" ST 8" ST 15" S T 1 5 " D REGIONAL DETENTION POND 100-YR HWEL = 1020.48 102 7 1028 1 0 2 6 1025 1 0 2 6 1 0 2 7 1 0 2 9 1 0 3 0 1 0 3 1 1 0 3 0 10 2 9 10 2 5 1020 1017 10 1 7 10 2 0 102 5 1 0 2 1 102 1 102 2 10 2 2 10 2 5 1023 10 2 3 1024 1 0 2 3 1025 10 2 5 10 2 5 10 2 3 1 0 2 0 1 0 1 9 1017 1 0 2 0 1 0 2 1 1 0 2 2 10 2 2 1 0 2 0 102210 2 3 1 0 2 5 10 3 1 10 3 0 10 2 9 1 0 2 8 1 0 2 7 10 2 4 10 2 3 1021 1020 101 9 101 8 10 1 7 1017 101 8 10 1 9 1019 1020 1021 10 2 2 1023 1022 10 2 3 10 2 3 10 2 5 1 0 2 5 1 0 2 5 102 5 1 0 2 3 1 0 2 2 1 0 2 1 10 2 1 102 0 10 2 3 10 2 3 1022 1 0 2 2 1020 1017 10 2 6 1 0 2 6 10 2 5 10 2 4 10 2 3 10 2 2 10 2 1 1 0 2 0 10 1 9 10 1 8 10 1 7 1 0 1 8 1 0 1 9 10 2 2 10 2 4 1 0 2 3 10 2 3 102 4 1 0 2 5 1 0 2 3 10 2 3 1022 1022 10 2 3 10 2 2 10 3 1 100 YEAR PONDING ELEV. = 1020.48 DE S C R I P T I O N IS S U E # IS S U E D A T E NB I # : - - - - - - - - DB S # : 2 2 - 3 - 4 4 2 DR A W N B Y : G S A CH E C K E D B Y : S V S DE S C R I P T I O N IS S U E # IS S U E D A T E ST I V E R S GE N E R A L C O N T R A C T O R - A R C H I T E C T 14 3 5 o h i o s t r e e t / p . o . b o x 1 3 1 5 / d e s m o i n e s , i a 5 0 3 0 5 - 1 3 1 5 ph o n e : ( 5 1 5 ) 2 4 3 - 0 1 5 6 / f a x : ( 5 1 5 ) 2 4 3 - 0 1 6 5 NE U M A N N B R O T H E R S , I N C . - D E S I G N B U I L D S O L U T I O N S 1 2 3 4 5 6 7 8 9 A B C D E F Copyright DesignBuild Solutions, LC. Protected under Architectural Works Copyright Protection Act of 1990. FIELD BULLETINS ASSOCIATED WITH THIS SHEET: 01 / 1 1 / 2 0 2 3 1S T C I T Y S U B M I T T A L 04 / 0 6 / 2 0 2 3 2N D C I T Y S U B M I T T A L 06 / 1 6 / 2 0 2 3 3R D C I T Y S U B M I T T A L 08 / 2 8 / 2 0 2 3 4T H C I T Y S U B M I T T A L 09 / 1 3 / 2 0 2 3 5T H C I T Y S U B M I T T A L 12 / 1 9 / 2 0 2 2 5 : 0 0 : 1 3 P M FO R D P R O C E N T E R 13 5 0 S E S t o n e R i d g e D r i v e , W a u k e e , I o w a 5 0 2 6 3 GRAPHIC SCALE 030 15 30 60 L: \ L A N D P R O J E C T S 2 0 2 2 \ 2 2 0 3 2 8 \ D W G \ C 3 G R A D I N G . D W G 9/ 1 3 / 2 0 2 3 1 : 5 7 : 0 2 P M 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 GENERAL NOTES: 1.CONTRACTOR TO COORDINATE WITH ARCHITECTURAL PLANS FOR BUILDING OVERHEAD AND MAN DOOR ELEVATION DETAILS. ALL BUILDING STOOPS SHALL HAVE A MINIMUM 1.0% CROSS SLOPE AND A MAX 2% CROSS SLOPE. 2.CONTRACTOR TO VERIFY AND COORDINATE EXTERIOR PAVEMENT ELEVATIONS ADJACENT TO STOOP AND DOOR LOCATIONS TO PROVIDE A MINIMUM 1.0% SLOPE AND A MAX 5% SLOPE AWAY FROM BUILDING AND BUILDING STOOPS. 3.ALL LIGHT DUTY AND HEAVY DUTY PAVEMENT AREAS SHALL HAVE A MINIMUM 1.0% SLOPE TO PROVIDE POSITIVE DRAINAGE. 4.SIDEWALKS SHALL HAVE A MINIMUM 1.0% CROSS SLOPE AND A MAX 2% CROSS SLOPE AT ANY LOCATION. 5.THE GENERAL CONTRACTOR AND THEIR SURVEYOR SHALL BE RESPONSIBLE FOR CREATING THE STAKING MODEL. CONTRACTOR TO VERIFY ALL GRADING ELEVATIONS AND CONTACT THE OWNER/ENGINEER, PRIOR TO CONSTRUCTION, IF THERE ARE ANY DISCREPANCIES OR CONFLICTS BETWEEN THE PLANS AND TYPICAL CONSTRUCTION STANDARDS AND TOLERANCES. 6.ANY AS-BUILT PAVEMENTS AREAS THAT ARE IDENTIFIED TO HAVE LOW SPOTS OR PONDING SHALL BE REMOVED AND REPLACED, AT CONTRACTOR'S EXPENSE, AS NEEDED TO PROVIDE POSITIVE DRAINAGE. 7.CONTRACTOR SHALL ADJUST EXISTING UTILITY STRUCTURES RIMS TO GRADE. 8.CONTRACTOR TO COORDINATE WITH UTILITY PROVIDERS FOR ANY RELOCATION OR LOWERING OF EXISTING UTILITIES TO ACCOMMODATE GRADING AND NEW UTILITIES. ANY REMOVAL AND REPLACEMENT OF SAID UTILITIES SHALL BE INCIDENTAL. BUILDING DOOR ELEVATIONS: 1.THE ELEVATIONS SHOWN AT THE BUILDING DOORS AND BUILDING WALLS ON THE GRADING PLAN ARE FOR COORDINATION ONLY. BUILDING ARCHITECTURAL/STRUCTURAL PLANS AND DETAILS SHALL GOVERN FOR BUILDING DOOR ELEVATIONS, STOOP SLOPES AND EXPOSED WALLS OR FOOTINGS. 2.CONTRACTOR TO COORDINATE AND VERIFY ALL BUILDING AND DOOR ELEVATIONS WITH EXTERIOR IMPROVEMENTS TO MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDING PRIOR TO CONSTRUCTION. IF THERE IS A DISCREPANCY, CONTRACTOR TO CONTACT OWNER/ENGINEER FOR DIRECTION PRIOR TO CONSTRUCTION AND/OR INSTALLATION. ADA RAMP & LANDING NOTES: 1.RAMPS ON SIDEWALKS THAT EXCEED 5% RUNNING SLOPE MUST HAVE A MINIMUM OF 5'X5' LANDING AT THE TOP AND BOTTOM OF THE RAMP. THE LANDING SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION. 2.NOT ALL RAMPS AND LANDINGS ARE CALLED OUT ON PLANS. ANYWHERE A WALK EXCEEDS 5% SLOPE, AS SHOWN ON THE GRADING PLAN, SHALL BE CONSIDERED AN ADA RAMP AND THEREFORE MUST HAVE LANDINGS. 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 8". 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. C3.1 GRADING PLAN OWNER MAINTENANCE NOTES: 1.THE OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE DETENTION BASIN TO ASSURE THE EFFECTIVENESS OF STORM WATER MANAGEMENT. 2.CONDUCT QUARTERLY INSPECTIONS FOR ANY DEFECTS, OBSTRUCTIONS OR CHANGES FROM ORIGINAL DESIGN. 3.REMOVE ALL TRASH, LITTER, DEBRIS OR OBSTRUCTIONS FROM THE BASIN AND ANY INLETS & OUTLETS. 4.INSPECT AND DETERMINE DEPTH OF BASIN ON AN ANNUAL BASIS. 5.REMOVE ANY ACCUMULATED SEDIMENT FROM THE OUTLET STRUCTURE ANNUALLY. REMOVE ANY SEDIMENT ACCUMULATED IN THE BASIN WHEN IT HAS REACHED A DEPTH OF 25% OR MORE OF THE ORIGINAL DESIGN DEPTH. 6.ALL MAINTENANCE, RESTORATION AND REPAIRS SHALL COMPLY WITH THE ORIGINAL DESIGN. 5,670 SF FUTURE DISPLAY ROOM PROP. BUILDING PROP. 34,150 SQ. FT. FF=1023.50' HT.=23.00 80 LF- 8" WATER SERVICE F.D.C (REF. ARCH) WV CONNECT TO EX. 8" WATER WITH MJ TEE (CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION) CONNECT TO BUILDING SERVICES. (REF. PLUMBING PLANS) 90° BEND 33 LF- 8" WATERMAIN R150'A/ C AC UNITS ON CONC. PAD (REF. ELEC.) FF=1023.50 (PER 2018 DESIGN REF. PROJECT #180108) 57 LF- 2.5" WATER SERVICE CONNECT TO BUILDING SERVICES. (REF. PLUMBING PLANS) CONNECT TO EX. WATER WITH TAPPING SLEEVE AND VALVE (CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION) HYD HYDRANT ASSEMBLY 6"x2.5" TEE 13 0 L F - 6" W A T E R M A I N 29 L F - 6" WA T E R M A I N REMOVE EX. BLOWOFF HYDRANT & EXTEND SERVICE (CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION) HYD HYDRANT ASSEMBLY 46 LF- 6" WATERMAIN CONNECT TO BUILDING ROOF DRAIN SYSTEM. (REF. PLUMB. PLANS) H Y D 13 8 L F - 6" W A T E R M A I N HYDRANT ASSEMBLY TRANSFORMER ON CONC. PAD (REF. ELEC.) STRUCTURE #1 72" SW-502 INTAKE W/ FLAT GRATE & 6' SUMP (1013.19) RIM=1022.34 FL(N)=1019.19 STRUCTURE #3 72" SW-502 INTAKE W/ FLAT GRATE & 6' SUMP (1012.57) RIM=1021.61 FL(S)=1018.67 FL(W)=1018.67 FL(NW)=1018.57 PI P E # 1 10 4 L F 1 5 " R C P @ S = 0 . 5 0 % D STRUCTURE #10A MODIFIED 48" SW-401 MANHOLE (REF. DETAIL 16/C6.1) RIM=1022.00 SUMP FL =1011.75 FL(6" N-12)=1014.20 FL(SW)=1017.77 FL(NE)=1013.75 PIPE #3 76LF 15" RCP @ S=0.50% STRUCTURE #9 72" SW-502 INTAKE W/ STANDARD GRATE & 6' SUMP (1012.37) T/C=1021.64 FL(S)=1018.37 FL(W)=1018.37 FL(E)=1018.37 STRUCTURE #8 15" FES FL(E)=1018.00 PIPE #8 53LF 15" RCP @ S=0.70% STRUCTURE #6 72" SW-502 INTAKE W/ STANDARD GRATE & 6' SUMP (1013.39) T/C=1022.50 FL(N)=1019.39 FL(NE)=1019.49 STRUCTURE #12 72" SW-502 INTAKE W/ STANDARD GRATE & 6' SUMP (1012.61) T/C=1023.09 FL(W)=1018.61 FL(E)=1018.66 STRUCTURE #12A 18" FES FL(E)=1018.50 PIPE #12 35LF 18" RCP @ S=0.30% STRUCTURE #14 60" SW-502 INTAKE W/ STANDARD GRATE & 6' SUMP (1013.61) T/C=1022.44 FL(W)=1018.61 FL(E)=1018.61 STRUCTURE #14A 18" FES FL(E)=1018.50 PIPE #14 36LF 18" RCP @ S=0.30% STRUCTURE #15 18" FES FL(S)=1019.00 D STRUCTURE #15A MODIFIED 48" SW-401 MANHOLE RIM=1023.45 SUMP FL=1015.24 FL(E)=1017.24 FL(N)=1017.34 (REF. DETAIL 19/C6.1) PIPE #15 30LF 18" RCP @ S=5.49% STRUCTURE #15B 18" FES FL(W)=1017.10 47LF 18" RCP @ S=0.30% PIP E # 6 92 L F 1 2 " R C P @ S = 0 . 5 0 % **CRITICAL CROSSING** 15" STORM (BOT.)=1016.38 6" WATER (TOP)=1013.04 BEND WATERMAIN UNDER STORM (18" MIN. SEPARATION) PIPE #11 321LF 15" N-12 @ S=0.30% (DURASLOT DRAIN, RIM TO MATCH PROPOSED GRADES) STRUCTURE #11 72" SW-502 INTAKE W/ FLAT GRATE & 6' SUMP (1013.62) RIM=1022.55 FL(W)=1019.62 CO STRUCTURE #5 CLEANOUT RIM=1023.36 FL(SW)=1019.28 PIPE # 5 42LF 1 2 " N - 1 2 @ S = 0 . 5 0 % (ROO F D R A I N C O L L E C T I O N L I N E ) CO STRUCTURE #2 CLEANOUT RIM=1023.29 FL(E)=1020.25 CO STRUCURE #2A CLEANOUT RIM=1022.89 FL(W)=1019.10 FL(E)=1019.10 PIPE #2 115LF 12" N-12 @ S=1.00% (ROOF DRAIN COLLECTION LINE) 43LF 12" N-12 @ S=1.00% (ROOF DRAIN COLLECTION LINE) 40LF 18" RCP @ S=1.87% CO STRUCTURE #7 CLEANOUT RIM=1023.45 FL(NW)=1018.97 PIPE #7 31LF 12" N-12 @ S=0.13% (ROOF DRAIN COLLECTION LINE) CONNECT TO BUILDING ROOF DRAIN SYSTEM. (REF. PLUMB. PLANS) **CRITICAL CROSSING** EX. SANI SWR UNDER STORM 24" STORM (BOT.)=1011.78 EX. 8" SAN (TOP)=1004.18 NEW FL(SW 24")=1013.00 CORE DRILL & CONNECT TO EX. MANHOLE ELEC. CONDUIT SANI SWR MH #01 48" SW-301 RIM=1022.25 INV(SW,SE)=1008.10 INV(N)=1008.00 65 LF- 4" SAN I S W R @ S= 2.0% M I N CONNECT TO EX. SERVICE STUB W/ WYE & RISER (CONTRACTOR TO VERIFY INVERT PRIOR TO CONSTRUCTION) CO SANI SWR CLEANOUT RIM=1023.45 INV=1016.00 (REF. PLUMB. FOR CONTINUATION) CONNECT TO BUILDING SERVICES. (REF. PLUMBING PLANS) **CRITICAL CROSSING CONFLICT** EX. GAS OVER STORM EX. 2" GAS (BOT.)=1015.03 24" STORM (TOP)=1014.19 (3' DEPTH ASSUMED FOR EX. GAS. VERIFY EX. 2" GAS DEPTH & AVOID CONFLICT.) **CRITICAL CROSSING CONFLICT** EX. U/E OVER STORM EX. U/E (BOT.)=1015.80 24" STORM (TOP)=1014.43 (3' DEPTH ASSUMED FOR EX. U/E. VERIFY EX. U/E DEPTH & AVOID CONFLICT.) **CRITICAL CROSSING CONFLICT** EX. U/E OVER STORM EX. U/E (BOT.)=1016.01 24" STORM (TOP)=1014.54 (3' DEPTH ASSUMED FOR EX. U/E. VERIFY EX. U/E DEPTH & AVOID CONFLICT.) 40 L F - 8" SA N I S W R @ S = 2. 0 % M I N STRUCTURE #9A 15" FES FL(W)=1018.00 PIPE #09 30LF 18" RCP @ S=1.22% SANI SWR BUILDING SAND/OIL SEPARATOR (REF. MEP PLANS) INV =1019.30 (REF. MEP PLANS FOR CONTINUATION) SANI SWR CLEANOUT RIM=1023.00 INV =1018.50 (REF. MEP PLANS FOR CONTINUATION) CO SANI SWR CLEANOUT RIM=1022.20 INV=1012.00 CO 10 0 L F - 6" SA N I S W R @ S = 2. 0 % M I N 5 5 L F - 6 " S A N I S W R @ S = 2 . 0 % M I N **CRITICAL CROSSING** EX. SANI SWR UNDER STORM 12" STORM (BOT.)=1018.87 6" SANI (TOP)=1012.14 GAS SERVICE. (COORDINATE WITH UTILITY PROVIDER) S STRUCTURE #4 60" SW-502 INTAKE W/ STANDARD GRATE & 6' SUMP (1012.09) T/C=1022.10 FL(SE)=1018.19 FL(N)=1018.09 STRUCTURE #4A 15" FES FL(S)=1018.00 PIPE #4 17LF 15" RCP @ S=0.50% STRUCTURE #13 60" SW-502 INTAKE W/ STANDARD GRATE & 5' SUMP (1013.89) T/C=1022.34 FL(W)=1018.89 PIPE #13 95LF 12" RCP @ S=0.30% COCO CO CO STORM CLEANOUT RIM=1019.15 FL=1015.15 STORM CLEANOUT RIM=1019.65 FL=1015.45 85 LF -6" SUBDRAIN @ S=0.25% MIN. STORM CLEANOUT RIM=1021.35 FL=1014.95 233 LF -6" SUBDRAIN @ S=0.25% MIN. STORM CLEANOUT RIM=1019.55 FL=1014.30 69 LF -6" N-12 @ S=0.25% MIN. 13 LF -6" N-12 @ S=0.25% MIN. **CRITICAL CROSSING** 12" STORM (BOT.)=1018.77 2.5" WATER (TOP)=1017.27 BEND WATERMAIN UNDER STORM (18" MIN. SEPARATION) STRUCTURE #10 24" FES FL(NE)=1018.75 PIPE #10 11LF 24" RCP @ S=8.96% GAS SERVICE CONNECTION. (COORDINATE WITH UTILITY PROVIDER) 65 LF- 4" SAN I S W R @ S= 2.0% M I N CO SANI SWR CLEANOUT RIM=1022.30 INV=1014.70 5 5 L F - 6 " S A N I S W R @ S = 2 . 0 % M I N CO SANI SWR CLEANOUT RIM=1022.24 INV=1010.90 **CRITICAL CROSSING** 12" STORM(BOT.)=1018.28 6" STORM(TOP)=1015.59 CRITICAL CROSSING 12" STORM(BOT.)=1018.28 6" STORM(TOP)=1015.58 **CRITICAL CROSSING** 36" STORM(BOT.)=1018.18 8" WATER(TOP)=1016.68 WATER SERVICE CURB STOP CO CO STORM CLEANOUT RIM=1019.75 FL=1017.74 14 0 L F - 6" S U B D R A I N @ S = 0. 2 5 % M I N . STORM CLEANOUT RIM=1021.00 FL=1017.39 18 L.F. OF 6" N-12 PIPE @ 0.25% **CRITICAL CROSSING** 15" N-12 (BOT)=1019.34 EX. 36" STORM (TOP)=1018.96 (CONTRACTOR TO INSTALL EXPANSION MATERIAL BETWEEN PIPES STRUCTURE #16 RAIN GUARDIAN - TURRET RIM=1021.00 FL=1020.25 STRUCTURE #17 RAIN GUARDIAN - TURRET RIM=1021.00 FL=1020.25 **CRITICAL CROSSING** 6" STORM (BOT.)=1014.54 6" WATER (TOP)=1013.04 BEND WATERMAIN UNDER STORM (18" MIN. SEPARATION) **CRITICAL CROSSING** ElEC. CONDUIT (BOT.)=1020.58 6" WATER (TOP)=1018.08 **CRITICAL CROSSING** 8" SANI SWR UNDER 6" SUBDRAIN (CONTRACTOR TO VERIFY EX. SANI SWR INVERT TIE IN PRIOR TO CONSTRUCTION TO AVOID CONFLICT) **CRITICAL CROSSING** 6" STORM (BOT.)=1014.39 6" WATER (TOP)=1012.50 WATERMAIN UNDER STORM (18" MIN. SEPARATION) **CRITICAL CROSSING** BEND GAS UNDER STORM PIPE IF NECESSARY **CRITICAL CROSSING** BEND GAS UNDER STORM PIPE IF NECESSARY **CRITICAL CROSSING** SANITARY SEWER UNDER GAS LINE 8" DIA DOWNSPOUT CONNECTION LINE @ 2.0% MIN, TYP. REF. DETAIL 6, C601 8" DIA DOWNSPOUT CONNECTION LINE @ 2.0% MIN, TYP. REF. DETAIL 6, C601 (REF. DETAIL 3, C6.2) D PI P E # 7 9 2 L F 1 2 " R C P @ S = 0 . 5 0 % STRUCTURE #07A 72" SW-401 MANHOLE & 6' SUMP (1012.83) RIM=1023.08 FL(S)=1018.93 FL(SE)=1018.93 FL(N)=1018.83 WV H Y D F/OF/O F/OFO D EX STORM MH RIM=1025.75 FL(W)=1020.90 FL(NE)=1020.70 D EX STORM MH RIM=1024.69 FL(SW)=1020.34 FL(E)=1020.14 WV H Y D F/O WV WV WV H Y D FO D EX 48" RECTANGULAR STORM MH RIM=1017.70 FL(SW 15")=1013.00 (DEMO) FL(W 18")=1012.80 FL(S 36")=1011.80 FL(E 42")=1011.70 S EX SAN MH RIM=1021.45 INV(E 8")=1004.33 INV(W 8")=1004.30 S EX SAN MH RIM=1022.79 INV(W 8")=1005.04 INV(E 8")=1004.99 INV(S 8")=1004.96 D EX STORM MH RIM=1022.39 FL(S 15")=1018.49(DEMO) FL(W 15")=1018.39 FL(E 18")=1018.34 F/OT EX INTAKE T/C=1025.69 GUT=1024.97 EX INTAKE T/C=1022.22 GUT=1021.72 F/O EX ROCK EX CONCRETE EX CONCRETE EX C O N C R E T E S I D E W A L K ST 15" SE B R I C K D R I V E (C O N C R E T E P U B L I C R O A D - 8 0 ' R . O . W . ) SE STONE RIDGE DR (CONCRETE PUBLIC ROAD - 70' R.O.W.) SE W A C O P L A C E (C O N C R E T E P U B L I C R O A D - 1 0 0 ' R . 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 EX LOCATION PER AUREON & UPN MAPS F/ O F/ O F/ O F/ O F/ O F/ O EX LOCATION PER CENTURYLINK MAP F/ O F/ O 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 LOCATION PER CENTURYLINK MAP TE L E TE L E TE L E TE L E TE L E TE L E TE L E TE L E TE L E TE L E EX LOCATION PER MEDIACOM MAP U / E U / E U/E U/E U/E U/E U/E U/ E U/ E U/ E U/E U/E U/E U/E U/E U/E U/E U/E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E EX LOCATION PER MIDAMERICAN MAP EX LOCATION PER MIDAMERICAN MAP U/ E U/ E U/E U/ E U/ E U/ E 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 18"ST 18"ST 18"ST 18"ST 42" ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " D ST 48"ST 48"ST 48"ST 48" SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8" SEX LOCATION PER CITY MAP & AERIAL W12 " W12 " W 12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " EX WATER LINE LOCATION PER CITY OF WAUKEE GIS W 12"W 12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12" W6" EX WATER LOCATIONS PER CITY OF WAUKEE GIS W6" W6" W 6" W 6" W 6 " D ST 8" ST 8" S T 8 " ST 15" ST 18 " G 2" G 2" G 2" G 2" G 2" G 2" G 2" G 2" G 2" G 2" G 2" G 2" G 2" G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2" G 2" G 2"G 2"G 2"G 2"G 2"G 2" G G SA N 8" EX SERVICE STUB PER CITY GIS 10' PUBLIC UTILITY EASEMENT BK.2007 PG.15339 25' PUBLIC STORM SEWER AND OVERLAND FLOWAGE EASEMENT BK. 2007 PG. 15337 PRIVATE 15' STORM SEWER EASEMENT BK. 2007 PG. 15329 15 ' P R I V A T E W A T E R M A I N E A S E M E N T BK . 2 0 0 7 P G . 1 5 3 3 2 10' PUBLIC UTILITY EASEMENT BK.2007 PG.15339 7. 5 ' P U B L I C S T O R M SE W E R E A S E M E N T BK . 2 0 0 7 P G . 1 5 3 3 8 65 ' P R I V A T E O V E R L A N D FL O W A G E A N D D E T E N T I O N EA S E M E N T BK . 2 0 0 7 P G . 1 5 3 2 8 WV EX 48" FES FL=1017.06 D EX STORM MH RIM=1032.11 FL(SW 24")=1021.71 FL(S 48")=1018.61 FL(E 48")=1018.46 ST W8"W8"W8"W8"W8" ST 42 " ST 42 " ST 42 " EX. SW-505 INTAKE T/C=1021.75 GUT=1021.25 FL(S)=1017.32 100YR HWEL=1021.77 (PER 2018 BE DESIGN REF. PROJECT #180108) EX. 15" FES FL=1016.60 (PER 2018 BE DESIGN REF. PROJECT #180108) EX. SW-505 INTAKE T/C=1021.10 GUT=1020.60 FL(S)=1017.22 100YR HWEL=1021.13 (PER 2018 BE DESIGN REF. PROJECT #180108) EX. 15" FES FL=1016.60 (PER 2018 BE DESIGN REF. PROJECT #180108) EX STORM MH RIM=1021.96 FL(S,N)=1016.56 S EX SAN MH RIM=1021.20 INV(S)=1001.38 INV(W)=1001.20 INV(S)=1001.04 EX INTAKE T/C=1017.01 FL(N,S)=1011.02 EX STORM MH RIM=1017.21 FL(S)=1011.26 FL(W)=1011.03 FL(N)=1011.03 D D D S D ST 42" ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " ST 15" ST 15" EX STORM MH RIM=1020.92 EX STORM MH RIM=1022.17 FL(E)=1016.47 FL(S)=1014.85 FL(N)=1014.97 EX INTAKE T/C=1021.68 FL(E)=1017.18 FL(W)=1017.15 EX INTAKE T/C=1021.42 FL(W)=1016.97 EX STORM MH RIM=1024.81 FL(S)=1016.70 FL(N)=1016.41 EX INTAKE T/C=1024.82 FL(E,W)=20.89 EX INTAKE T/C=1024.77 FL(E)=10021.37 EX INTAKE T/C=1024.77 EX INTAKE T/C=1024.77 EX 15" FES FL=1021.96 EX STORM MH RIM=1024.89 FL(N,S)=1019.16 S S SA N 10 " SA N 10 " SA N 10 " SA N 10 " SA N 10 " SA N 10 " SA N 10 " SA N 10 " S A N 1 0 " S A N 1 0 " S A N 1 0 " SAN10" SA N 10 " HY D WV WV H Y D W W W W W W W W W W G G G G G G G G G 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 U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E EX INTAKE T/C=1017.02 EX INTAKE T/C=1017.00 FL(S)=1010.82 EX STORM MH RIM=1017.76 ST 8" ST 8" ST 15" S T 1 5 " D EX. SW-502 T/C=1020.75 GUT=1020.25 FL(SW, SE)=1014.21 FL(N)=1014.11 100YR HWEL=1020.61 EX. SW-401 W/DOME INTAKE GRATE RIM=1023.40 FL(SE)=1015.35 FL(NW)=1015.25 EX. INTAKE T/C=1022.90 GUT=1022.40 FL(S)=1016.42 FL(N)=1016.32 100YR HWEL=1022.68 EX. 8" DRAIN BASIN W/DOME GRATE RIM=1022.70 FL(N)=1017.32 EX. 8" DRAIN BASIN W/DOME GRATE RIM=1022.70 FL(N)=1018.18 REGIONAL DETENTION POND 100-YR HWEL = 1020.48 EX 24" FES FL=1016.84 EX 18" FES FL=1016.93 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. 10.ALL SW-505 & SW-501 STRUCTURES TO USE SW-603 TYPE R CASTINGS. 11.ALL ROOF DRAINS TO TIE INTO PROPOSED STORM WATER NETWORK AND WILL NOT DAYLIGHT. DE S C R I P T I O N IS S U E # IS S U E D A T E NB I # : - - - - - - - - DB S # : 2 2 - 3 - 4 4 2 DR A W N B Y : G S A CH E C K E D B Y : S V S DE S C R I P T I O N IS S U E # IS S U E D A T E ST I V E R S GE N E R A L C O N T R A C T O R - A R C H I T E C T 14 3 5 o h i o s t r e e t / p . o . b o x 1 3 1 5 / d e s m o i n e s , i a 5 0 3 0 5 - 1 3 1 5 ph o n e : ( 5 1 5 ) 2 4 3 - 0 1 5 6 / f a x : ( 5 1 5 ) 2 4 3 - 0 1 6 5 NE U M A N N B R O T H E R S , I N C . - D E S I G N B U I L D S O L U T I O N S 1 2 3 4 5 6 7 8 9 A B C D E F Copyright DesignBuild Solutions, LC. Protected under Architectural Works Copyright Protection Act of 1990. FIELD BULLETINS ASSOCIATED WITH THIS SHEET: 01 / 1 1 / 2 0 2 3 1S T C I T Y S U B M I T T A L 04 / 0 6 / 2 0 2 3 2N D C I T Y S U B M I T T A L 06 / 1 6 / 2 0 2 3 3R D C I T Y S U B M I T T A L 08 / 2 8 / 2 0 2 3 4T H C I T Y S U B M I T T A L 09 / 1 3 / 2 0 2 3 5T H C I T Y S U B M I T T A L 12 / 1 9 / 2 0 2 2 5 : 0 0 : 1 3 P M FO R D P R O C E N T E R 13 5 0 S E S t o n e R i d g e D r i v e , W a u k e e , I o w a 5 0 2 6 3 GRAPHIC SCALE 030 15 30 60 L: \ L A N D P R O J E C T S 2 0 2 2 \ 2 2 0 3 2 8 \ D W G \ C 4 U T I L I T Y . D W G 9/ 1 3 / 2 0 2 3 4 : 2 6 : 4 8 P M C4.1 UTILITY PLAN WV H Y D F/OF/O F/O FO D D WV H Y D F/O WV WV WV H Y D FO D SS D F/OT F/O EX ROCK EX CONCRETE EX CONCRETE EX C O N C R E T E S I D E W A L K ST 15" SE B R I C K D R I V E (C O N C R E T E P U B L I C R O A D - 8 0 ' R . O . W . ) SE STONE RIDGE DR (CONCRETE PUBLIC ROAD - 70' R.O.W.) SE W A C O P L A C E (C O N C R E T E P U B L I C R O A D - 1 0 0 ' R . 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 TE L E TE L E TE L E TE L E TE L E TE L E TE L E TE L E TE L E TE L E U / E U / E U/E U/E U/E U/E U/E U/ E U/ E U/ E U/E U/E U/E U/E U/E U/E U/E U/E U/ E U/ E U/E U/ E U/ E 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 18"ST 18"ST 18"ST 18"ST 42" ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " D ST 48"ST 48"ST 48"ST 48" SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8" S W12 " W12 " W 12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12" W6" W6" W 6" W 6" W 6" W 6 " D ST 8" ST 8" S T 8 " ST 15" ST 18 " G 2" G 2" G 2" G 2" G 2" G 2" G 2" G 2" G 2" G 2" G 2" G 2" G 2" G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2" G 2" G 2"G 2"G 2"G 2"G 2" G G SA N 8" WV D W8"W8"W8"W8"W8" ST 42 " ST 42 " S D D D S D ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 42 " ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " ST 15" S S SA N 10 " SA N 10 " SA N 10 " SA N 10 " SA N 10 " SA N 10 " SA N 10 " SA N 10 " S A N 1 0 " SAN10" SA N 10 " G G G G U/E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E U/ E 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 8" ST 8" ST 15" S T 1 5 " D REGIONAL DETENTION POND 102 7 1028 1 0 2 6 1025 1 0 2 6 1 0 2 7 1 0 2 9 1 0 3 0 1 0 3 1 1 0 3 0 10 2 9 10 2 5 1020 1017 1 0 2 1 102 1 102 2 10 2 2 10 2 5 1023 10 2 3 1024 1 0 2 3 1025 10 2 5 10 2 5 10 2 3 1 0 2 0 1 0 1 9 1017 1 0 2 0 1 0 2 1 1 0 2 2 10 2 2 1 0 2 0 102210 2 3 1 0 2 5 10 3 1 10 3 0 10 2 9 1 0 2 8 1 0 2 7 10 2 4 10 2 3 1021 1020 101 9 101 8 10 1 7 1017 101 8 10 1 9 1019 1020 1021 10 2 2 1023 1022 10 2 3 10 2 3 1 0 2 5 10 2 1 102 0 10 2 3 10 2 3 1022 1 0 2 2 1020 1017 1 0 2 6 10 2 3 10 2 2 10 2 1 1 0 2 0 10 1 9 10 1 8 10 1 7 1 0 1 8 1 0 1 9 1 0 2 3 10 2 3 102 4 10 2 5 1 0 2 3 10 2 3 1022 1022 10 2 3 10 2 2 10 3 1 1024.33 1024.60 1024.60 1025.00 100 YEAR PONDING ELEV. = 1020.48 PROP. BUILDING PROP. 34,150 SQ. FT. FF=1023.50' HT.=23.00 WV A/ C FF=1023.50 (PER 2018 DESIGN REF. PROJECT #180108) HYD HYD HY D D D CO CO CO CO CO CO CO S 79 . 0 0 ' N0 0 ° 2 0 ' 0 6 " E 79 . 0 0 ' S0 0 ° 2 0 ' 0 6 " W 32.00' N89°49'20"W 32.00' S89°49'20"E INGRESS/EGRESS EASEMENT COCO CO CO CO CO CO CO PRIVATE WATERMAIN EASEMENT 30.00' S89°48'24"E 32 . 0 0 ' N0 0 ° 2 0 ' 0 6 " E 30.00' N89°48'24"W 32 . 0 0 ' S0 0 ° 2 0 ' 0 6 " W D RO 3 SH 1 WO 3 RO 3 WO 3 DF 5 NS 3 GB 2 JT 3 GB 1 RO 4 ER 1PD 8 GL 10 GF 14 CV 5 LB 16 LD 6 LB 16 GL 6 SOD SOD SOD SOD SOD SOD SOD GF 5 BD 9 GF 8 BD 9 GF 5 DF 2 SH 1 KC 1 SODKC 1 ER 1 SH 1 GL 6 GB 1 DY 10 PD 15 SOD KF 8 EDGING EDGING EDGING BETWEEN ROCK AND PLANTING BED SOD EDGING LANDSCAPE NOTES: 1.ALL SODDING & LANDSCAPE PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS, UNLESS SPECIFIED OTHERWISE. 2.SOD ALL DISTURBED AREAS WITHIN THE CONTRACT LIMITS (INCLUDING RIGHT OF WAY) UNLESS NOTED OTHERWISE. 3.PLANT QUANTITIES ARE FOR CONTRACTORS CONVENIENCE, THE DRAWING SHALL PREVAIL IF A CONFLICT OCCURS. 4.ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1). 5.CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE. 6.IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE IDENTIFICATION TAGS AND CORDS ON ALL PLANT MATERIAL PRIOR TO THE COMPLETION OF THE CONTRACT. IDENTIFICATION TAGS MUST BE LEFT ON UNTIL AFTER ACCEPTANCE BY OWNER OR OWNER'S REPRESENTATIVE. 7.CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES, SHRUBS AND GROUND COVER BEDS TO A DEPTH OF 4 INCHES, UNLESS NOTED. DO NOT PLACE MULCH AROUND PLANTS WITHIN ROCK LANDSCAPE BEDS. 8.STAKE AND WRAP ALL DECIDUOUS TREES IMMEDIATELY AFTER PLANTING. STAKE ALL TREES ACCORDING TO THE STAKING DETAILS. CONTRACTOR SHALL ADJUST AND MAINTAIN GUYING TENSION THROUGHOUT THE PLANT ESTABLISHMENT PERIOD. 9.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. 10.NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATION OF THE LANDSCAPE ARCHITECT. ANY SUBSTITUTIONS SHALL REQUIRE APPROVAL FROM THE CITY OF WAUKEE COMMUNITY DEVELOPMENT DEPARTMENT. 11.CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OF WATERING FOR ALL NEW PLANTS FOR A PERIOD OF 30 DAYS. 12.ALL EDGING SHALL BE DURAEDGE 1/8" STEEL EDGING - COLOR BLACK, OR APPROVED EQUAL 13.ALL SHRUB AND PERENNIAL PLANTING BEDS SHALL INCORPORATE TYPAR 3301 NONWOVEN LANDSCAPE FABRIC (OR SIMILAR) AND 3" THICK LAYER OF WASHED RIVER ROCK (1.5" NOMINAL SIZE). 14.ALL BEDS TO RECEIVE GRANULAR PRE-EMERGENT WEED CONTROL BEFORE AND AFTER ROCK IS INSTALLED.DE S C R I P T I O N IS S U E # IS S U E D A T E NB I # : - - - - - - - - DB S # : 2 2 - 3 - 4 4 2 DR A W N B Y : G S A CH E C K E D B Y : S V S DE S C R I P T I O N IS S U E # IS S U E D A T E ST I V E R S GE N E R A L C O N T R A C T O R - A R C H I T E C T 14 3 5 o h i o s t r e e t / p . o . b o x 1 3 1 5 / d e s m o i n e s , i a 5 0 3 0 5 - 1 3 1 5 ph o n e : ( 5 1 5 ) 2 4 3 - 0 1 5 6 / f a x : ( 5 1 5 ) 2 4 3 - 0 1 6 5 NE U M A N N B R O T H E R S , I N C . - D E S I G N B U I L D S O L U T I O N S 1 2 3 4 5 6 7 8 9 A B C D E F Copyright DesignBuild Solutions, LC. Protected under Architectural Works Copyright Protection Act of 1990. FIELD BULLETINS ASSOCIATED WITH THIS SHEET: 01 / 1 1 / 2 0 2 3 1S T C I T Y S U B M I T T A L 04 / 0 6 / 2 0 2 3 2N D C I T Y S U B M I T T A L 06 / 1 6 / 2 0 2 3 3R D C I T Y S U B M I T T A L 08 / 2 8 / 2 0 2 3 4T H C I T Y S U B M I T T A L 09 / 1 3 / 2 0 2 3 5T H C I T Y S U B M I T T A L 12 / 1 9 / 2 0 2 2 5 : 0 0 : 1 3 P M FO R D P R O C E N T E R 13 5 0 S E S t o n e R i d g e D r i v e , W a u k e e , I o w a 5 0 2 6 3 GRAPHIC SCALE 030 15 30 60 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 2 \ 2 2 0 3 2 8 \ D W G \ C 5 L A N D S C A P E . D W G 9/ 1 3 / 2 0 2 3 1 : 5 7 : 4 2 P M DO NOT CUT CENTRAL LEADER PLANTING SCHEDULE C5.1 LANDSCAPE PLAN SITE LANDSCAPE REQUIREMENTS TOTAL SQUARE FOOTAGE OF TOTAL SITE AREA 220,399 SF REQUIRED OPEN SPACE(20%)44,080 SF GENERAL OPEN SPACE REQUIREMENT TOTAL REQUIRED TREES (1 PER 1000 SF OF REQUIRED OPEN SPACE 44 50% MUST BE OVER STORY TREES 22 MINIMUM TOTAL REQUIRED SHRUBS (1 PER 1000 SF OF REQUIRED OPEN SPACE)44 TOTAL PLANTINGS PROPOSED OVERSTORY TREES 25 EXISTING OVERSTORY TREES TO REMAIN 4 PROPOSED UNDERSTORY TREES 5 PROPOSED EVERGREEN TREES 10 TOTAL SITE TREES 44 TOTAL PROPOSED SHRUBS 83 PARKING PERIMETER (SE STONE RIDGE DRIVE) TOTAL LENGTH OF LOT 108 LNFT TOTAL REQUIRED TREES (1 PER 40 LNFT)3 NOTE: ONE EXISTING OVERSTORY TREE (GINKGO) IS BEING REMOVED AT THE NORTH END OF THE DIVIDING ISLAND BETWEEN THE TWO SITES. THIS TREE IS BEING REPLACED AT THE SOUTH END OF THE ISLAND. NO OTHER EXISTING TREES FROM THE PREVIOUSLY APPROVED SITE PLAN ARE BEING REMOVED. 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) EXISTING PLAN LEGEND OVERSTORY UNDERSTORY EVERGREEN NOTE: AT TIME OF PLANTING OVERSTORY TREES MUST BE A MINIMUM OF 8' HEIGHT, ORNAMENTAL AND EVERGREEN TREES MUST BE A MINIMUM OF 6' HEIGHT. DE S C R I P T I O N IS S U E # IS S U E D A T E NB I # : - - - - - - - - DB S # : 2 2 - 3 - 4 4 2 DR A W N B Y : G S A CH E C K E D B Y : S V S DE S C R I P T I O N IS S U E # IS S U E D A T E ST I V E R S GE N E R A L C O N T R A C T O R - A R C H I T E C T 14 3 5 o h i o s t r e e t / p . o . b o x 1 3 1 5 / d e s m o i n e s , i a 5 0 3 0 5 - 1 3 1 5 ph o n e : ( 5 1 5 ) 2 4 3 - 0 1 5 6 / f a x : ( 5 1 5 ) 2 4 3 - 0 1 6 5 NE U M A N N B R O T H E R S , I N C . - D E S I G N B U I L D S O L U T I O N S 1 2 3 4 5 6 7 8 9 A B C D E F Copyright DesignBuild Solutions, LC. Protected under Architectural Works Copyright Protection Act of 1990. FIELD BULLETINS ASSOCIATED WITH THIS SHEET: 01 / 1 1 / 2 0 2 3 1S T C I T Y S U B M I T T A L 04 / 0 6 / 2 0 2 3 2N D C I T Y S U B M I T T A L 06 / 1 6 / 2 0 2 3 3R D C I T Y S U B M I T T A L 08 / 2 8 / 2 0 2 3 4T H C I T Y S U B M I T T A L 09 / 1 3 / 2 0 2 3 5T H C I T Y S U B M I T T A L 12 / 1 9 / 2 0 2 2 5 : 0 0 : 1 3 P M FO R D P R O C E N T E R 13 5 0 S E S t o n e R i d g e D r i v e , W a u k e e , I o w a 5 0 2 6 3 L: \ L A N D P R O J E C T S 2 0 2 2 \ 2 2 0 3 2 8 \ D W G \ C 6 D E T A I L S . D W G 9/ 1 3 / 2 0 2 3 5 : 1 7 : 4 5 P M HEAVY DUTY PAVEMENT SECTION NOT TO SCALE 1 C6.1 SIDEWALK DETAIL NOT TO SCALE FINISHED GROUND GRADE (INCLUDING SOD) SHALL BE 1/4" BELOW FINISHED PAVEMENT GRADE ON DOWNHILL SIDE WIDTH PER PLAN 5" PCC (UNLESS NOTED OTHERWISE) NOTE: SLOPE SIDEWALK IN ACCORDANCE WITH GRADING PLAN, 1.5% CROSS SLOPE 6" COMPACTED SUBASE 2 C6.1 RESERVED PARKING ACCESSIBLE PARKING SIGN NOT TO SCALE MUTCD R7-8 TRANSFORMER PAD MOAT DETAIL NOT TO SCALE REINFORCED CONCRETE TRANSFORMER PAD (PER MID-AMERICAN STANDARDS) REFERENCE ELECTRICAL PLANS TRANSFORMER 3' 3' 3' 3' 3" RIVER ROCK, SCREENED DURAEDGE 1/8" STEEL EDGING, COLOR GREEN REINFORCED CONCRETE TRANSFORMER PAD (PER MID-AMERICAN STANDARDS) 3" RIVER ROCK, SCREENED 3' 2'2' 3'LINE TRENCH WITH SILT FENCE FABRIC (OR OTHER SOIL FABRIC WITH EQUAL OR LOWER POROSITY) DURAEDGE 1/8" STEEL EDGING, COLOR GREEN 12" SLOPE PER PLANS 1.5% MAX CROSS SLOPE ROADWAY PAVEMENT 6" MAX 24" MIN (DIRECTION SHOWN ON GRADING PLANS) VARIES 1" NOMINAL 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" 1" NOMINAL NOTES: *IMPORTANT:* 1" EXPANSION JOINT BETWEEN ROADWAY PAVEMENT AND WALK MUST BE INSTALLED TO FULL DEPTH OF SLAB. 5" 5"6" TURNED DOWN WALK DETAIL SCALE NONE 4 C6.1 FINISH W/ 3/4" RADIUS TOOL SEALED 'E' JOINT SEE DETAIL A & NOTES SEE PAVEMENT SECTION FOR SUBGRADE INFO IF ROCK IS USED UNDER ROADWAY PAVEMENT, CONTINUE ROCK UNDER SIDEWALK PAVEMENT, MATCH SECTION SEALED 'E' JOINT SEE DETAIL A & NOTES BUILDING WALL (WHERE APPLICABLE) #4 BARS 24" O/C BOTH WAYS ALL REINFORCEMENT SHALL BE EPOXY COATED P a r a l l e l R a m p ( i f r e q u i r e d ) St a n d a r d Si d e w a l k 1'-0 " (typ . ) Grade Break Special Shaping Parallel Curb Ramp: 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. Turning Space: Target slope of 1.5% with maximum slope perpendicular to the travel directions of 2.0%. Minimum 5 feet by 5 feet. Perpendicular Curb Ramp: Target running slope of 6.25% with maximum running slope of 8.3%. Target cross slope of 1.5% with a maximum cross slope of 2.0%. Match pedestrian street crossing cross slope or flatter. 5 6 7 8 7 7 5 6 8 8 9 9 5' M I N 5' MI N VARIES 3 ADA RAMP DETAILS SCALE NONEC6.1 1 2 3 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. '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. 4 Saw 'C' joint to a depth of T/3. 6 7 5 Bar supports may be necessary for fixed form paving to ensure the bar remains in a horizontal position in the plastic concrete. Sawing or sealing of joint not required. The following joints are interchangeable, subject to the pouring sequence: 'BT-1' and 'L-1' 'BT-2' and 'L-2' 'BT-3' and 'L-3' 1 2" to 3 4''Top of Pavement Sealant SECTION A-A (Detail at Edge of Pavement) DETAIL C 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 Pavement Edge See Detail C T Hole Diameter 1 8'' Larger than Dowel 8 18'' Long 3/4" Dowel at 12'' Centers 9'' min.9'' min. 'RD' ABUTTING PAVEMENT JOINT 8 Edge with 1/4 inch tool for length of joint indicated if formed; edging not required when cut with diamond blade saw. Remove header block and board when second slab is placed. T/2 T See Detail A or B T 30'' Long Tie Bar at 12'' Centers 321 'C' CONTRACTION JOINT 'DW' DAY'S WORK JOINT (Non-working) 5 7 30'' Long #4 BarsSee Detail E See Detail D-1 or D-2 7 6 'KT-1' ABUTTING PAVEMENT JOINT - KEYWAY TIE 'L-1' CONTRACTION JOINT 1 4'' ± 1 16'' Saw CutJoint Sealant Material 1 4'' ± 1 8'' Saw Cut 4 A A Crack or Joint Line 1 8'' to 5 16'' Saw CutJoint Sealant Material 1 4'' ± 1 8'' 1 1 4'' ± 1 4'' Crack or Joint Line A A DETAIL B (Saw cut formed by approved early concrete sawing equipment.) DETAIL A (Saw cut formed by conventional concrete sawing equipment.) at 30'' Centers 36'' Long #4 Bars at 30'' Centers T/2 1'' + 1 4'' or - 1 8'' 1"2" DETAIL E Crack or Joint Line T/3 ± 1 4'' Crack or Joint Line T/3 ± 1 4'' Joint Sealant Material 1 8'' ± 1 16'' Saw Cut 1 4'' ± 1 16'' Saw Cut DETAIL D-1 DETAIL D-2 13 (Required when the Department of Transportation is not the Contracting Authority, or when specified in the contract documents) (Required when the Department of Transportation is the Contracting Authority, or when specified in the contract documents.) JOINTING DETAILS SCALE NONE 5 C6.1 ACCESSIBLE PARKING SIGN NOT TO SCALE MUTCD R7-8 HANDICAPPED PARKING SIGN 'VAN ACCESSIBLE' SIGN FOR VAN ACCESSIBLE SPACE MUTCD R7-8p 2" STEEL ROUND OR SQUARE PIPE PAVING OR SIDEWALK (TYP)MOWING EDGE P.C.C. FOOTING 10 C6.1 PVC & N-12 PIPE BEDDING SCALE NONE 7 C6.1 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 12 C6.1 9 C6.1 NOTES: 1.SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN. 2.GEOTECHNICAL REPORT WAS NOT DONE FOR THIS PROJECT R 2" R 1" 7" 6" 4.5"3" 12" COMPACTED SUBGRADE 95% STD PROCTOR 7" P.C.C. (C4 MIX) 2-6" LIFTS DOWNSPOUT (REF ARCH) 4" N-12 PIPE FLOOR SLAB PROPOSED GROUND INSTALL CAP ON STORM PIPE AND EXTEND DOWNSPOUT INTO CAP COVER EXTERIOR WALL FOUNDATION WALL 5' M I N D E P T H DOWNSPOUT CONNECTION DETAIL SCALE NONE 90° BEND CONNECT TO 8" STORM SEWER W/ WYE 6 C6.1 C6.1 DETAILS SHEET STORM CLEANOUT DETAIL SCALE NONE 13 C6.1 NYLOPLAST COUPLING (ADS CODE 1579 AG) SCH. 40 PVC TO N-12 (REDUCING COUPLING AS NECESSARY) SCH. 40 PVC ROOF DRAIN LINE (REF MECH) HDPE STORM SEWER (SEE SITE PLAN) ROOF DRAIN CONNECTION DETAIL SCALE NONE 8 C6.1 D 42 " VARIES SAME DIMENSION AS END SECTION FLARED END SECTION A A 42 " ELEVATION SECTION A-A #4 BARS @ 18" ON CENTER UNDISTURBED SOIL PIPE BEDDING CONCRETE FOOTING 6" 1'- 8" FLARED END SECTION W/ TRASH GUARD FLARED END SECTION DETAIL SCALE NONE 14 C6.1 CITY OF WAUKEE HYDRANT DETAIL SCALE NONE 18 C6.1 0" TO 6" XXX #4 @ 12" O.C. THUS:60" 36" #4 @ 12" O.C. STRUCTURAL STOOP- SEE STRUCTURAL KEYED JOINT 4" VOID FORMS X WIDTH OF SIDEWALK 2" 5'-0" SIDEWALK 1/4" EXPANSION JOINT FILLED W/ GRAY MASTIC JOINT SEALANT 12" 6" PCC 12" STRUCTURAL STOOP / SIDEWALK TRANSITION DETAIL SCALE NONE 17 C6.1 5" AMMENDED SOILS NOTES (I.S.W.M. CH. 5 SEC 4) BIORETENTION MAINTENANCE NOTES (I.S.W.M. CH. 5 SEC 4) GENERAL NOTES: 1.FURTHER DETAILS AND DESCRIPTIONS OF BIORETENTION SYSTEMS CAN BE FOUND IN THE IOWA STORM WATER MANAGEMENT MANUAL, CHAPTER 5, SECTION 4. 2.CONTRACTOR TO CONTACT BISHOP ENGINEERING (515-276-0467) WITH 10 BUSINESS DAY LEAD TIME FOR THE AS-BUILT SURVEY OF THE ABOVE GROUND BIORETENTION AREA. PRIOR TO INSTALLATION, THE CONTRACTOR IS TO VERIFY WITH THE CITY THAT THE BIORETENTION CELL WAS INSTALLED PER REQUIREMENTS LAID OUT IN THE IOWA STORM WATER MANAGEMENT MANUAL, CHAPTER 5 SECTION 4.THESE FACILITIES SHALL NOT BE CONSTRUCTED UNTIL ALL UPSTREAM AREAS ARE STABILIZED. 6- 9 " P O N D I N G D E P T H SHEET FLOWSHEET FLOW POND BOTTOM POND TOP 6" DEPTH SOIL UNDISTURBED SOIL AMENDED SOIL (75-90% CONCRETE SAND, 0-10% ORGANIC COMPOST, 0-25% SOIL A-HORIZON 3/8" CHIP LIMESTONE (CHOKER LAYER) 1" LIMESTONE (CLEAN) NOT TO SCALE 6" PERFORATED PVC SUBDRAIN 18 " SO I L D E P T H 2" 12 " BIORETENTION DETAIL NOTE: REFER TO IOWA STORMWATER MANAGEMENT MANUAL, CHAPTER 5 SECTION 4 (C5-S4-BIORETENTION SYSTEMS) FOR FURTHER DETAILS 15 C6.1 24" RCP INLET FL ELEV. = 1,017.77 WEIR WALL ELEVATION = 1,019.57 (CPV ELEV) WEIR LENGTH = WIDTH OF MANHOLE 3" DIA. HOLE ELEV. = 1,014.00 OWNER SHALL CLEAN OUT ORIFICE AS NECESSARY RIM = 1,022.00 18" RCP OUTLET FL ELEV. = 1,013.75 NORTH BASIN STRUCTURE #10A MODIFIED SW-401(48" DIA) SCALE NONE 16 C6.1 6" SUBDRAIN INLET FL ELEV. = 1,014.20 6" CONCRETE WEIR WALL WQV = 9,255 CF WQV EL = 1,018.75' 1-YR VOLUME = 10,102 CF 1-YR HWL = 1,019.57 FES ELEV = 1,018.75' BASIN BTM ELEV = 1,018.00' NOTE** WQV EL IS CONTROLLED BY INLET FES ELEVATION. TRASH GUARD OVER OPENING 18" RCP INLET FL ELEV. = 1,017.34 WEIR WALL ELEVATION = 1,020.01 WEIR LENGTH = WIDTH OF MANHOLE 3" DIA. HOLE ELEV. = 1,017.24 OWNER SHALL CLEAN OUT ORIFICE AS NECESSARY 18" RCP OUTLET FL ELEV. = 1,017.24 2' SUMP DEPTH SOUTH BASIN STRUCTURE #15A MODIFIED SW-401 (48" DIA) SCALE NONE 19 C6.1 6" CONCRETE WEIR WALL WQV = 4,363 CF WQV EL = 1,019.25' 1-YR VOLUME = 4,456 CF 1-YR HWL = 1,020.01' FES ELEV = 1,019.25' BASIN BTM ELEV = 1,018.50 NOTE** WQV EL IS CONTROLLED BY INLET FES ELEVATION TRASH GUARD OVER OPENING RIM = 1,023.45 CONTRACTOR TO FILL BOTTOM OF STRUCTURE WITH FILLABLE MORTAR TO PROVIDE POSITIVE DRAINAGE FROM ORIFICE OPENING TO INLET AND OUTLET PIPE 6" SUBDRAIN INLET FL ELEV. = 1,017.34 2' SUMP DEPTH CONTRACTOR TO FILL BOTTOM OF STRUCTURE WITH FILLABLE MORTAR TO PROVIDE POSITIVE DRAINAGE FROM ORIFICE OPENING TO INLET AND OUTLET PIPE 48" DIA. 48" DIA. INTAKE SUMP DETAIL SCALE NONE 20 C6.1 INSPECTION/MAINTENANCE NOTE: 1.OWNER TO HIRE AND/OR PERFORM ANNUAL INSPECTION AND MAINTENANCE OF MODIFIED OUTLET STRUCTURE. THIS MAY INCLUDE BUT IS NOT LIMITED TO REMOVAL/CLEANING OF ALL DEBRIS, SILT AND TRASH ACCUMULATED IN THE BASIN AND MODIFIED OUTLET STRUCTURES. 2.IF ANY PROLONGED PONDING OR DEBRIS IS OBSERVED IN THE BASIN, THE OWNER SHALL PERFORM MAINTENANCE ON A MODIFIED SCHEDULE AS NEEDED TO KEEP THE BASIN CLEAR OF DEBRIS, SILT AND TRASH. INSPECTION/MAINTENANCE NOTE: 1.OWNER TO HIRE AND/OR PERFORM ANNUAL INSPECTION AND MAINTENANCE OF MODIFIED OUTLET STRUCTURE. THIS MAY INCLUDE BUT IS NOT LIMITED TO REMOVAL/CLEANING OF ALL DEBRIS, SILT AND TRASH ACCUMULATED IN THE BASIN AND MODIFIED OUTLET STRUCTURES. 2.IF ANY PROLONGED PONDING OR DEBRIS IS OBSERVED IN THE BASIN, THE OWNER SHALL PERFORM MAINTENANCE ON A MODIFIED SCHEDULE AS NEEDED TO KEEP THE BASIN CLEAR OF DEBRIS, SILT AND TRASH. INLET OUTLET SUMP DEPTH (VARIES, SEE PLANS) INSPECTION/MAINTENANCE NOTE: 1.OWNER TO HIRE AND/OR PERFORM ANNUAL INSPECTION AND MAINTENANCE OF MODIFIED OUTLET STRUCTURE. THIS MAY INCLUDE BUT IS NOT LIMITED TO REMOVAL/CLEANING OF ALL DEBRIS, SILT AND TRASH ACCUMULATED IN THE BASIN AND MODIFIED OUTLET STRUCTURES. 2.IF ANY PROLONGED PONDING OR DEBRIS IS OBSERVED IN THE BASIN, THE OWNER SHALL PERFORM MAINTENANCE ON A MODIFIED SCHEDULE AS NEEDED TO KEEP THE BASIN CLEAR OF DEBRIS, SILT AND TRASH. 1023.09G 1023.17G 1022.60G 1022.68G 1023.59T/C 1023.21E/W 1023.29E/W1023.36E/W 1023.29E/W 1023.17E/W 1023.67T/C 1. 5 % 1. 5 % 1.5%1.5% 1.5% 1. 5 % 1.5% 1.2% 1.2% 1.2% 1.2%2.7% 1.2% 1. 5 % 1.0% 1.0% 1. 5 % 1. 5 % 1023.10T/C 1023.18T/C 1022.68E/W 1022.52E/W 1022.60E/W 1022.55E/W 1022.47E/W 1.9% 1.9% 1022.96E/W1022.89E/W 1022.91E/W1022.84E/W 1022.34G 1022.41G 1022.91T/C 1022.84T/C 1.5% 1.5% 1.5% 1.0% 1022.24E/W 1022.19E/W 1022.95T/C 1022.45G 1. 5 % 1. 5 % 4. 4 % 4. 3 % 0. 8 % 0. 8 % 1. 5 % 6. 4 % 6. 3 % 1. 0 % 1. 0 % 1.0% 1.0% 1. 3 % 1. 3 % 1. 7 % 2. 0 % 1.2% 1.2% 5.0% 5.0% 1019.17E/W 1019.09E/W 1019.03E/W 1018.94E/W 1018.77E/W 1018.70G 1018.68G 3.0% 3.0%3.0% 3.0% 1. 5 % 1. 5 % 1. 5 % 0 . 4 % 1019.04T/C EX. 1019.18T/C 1019.42T/C 1018.92G 1018.54 EX. 2. 0 % 3.1% 2.3% 3.1% 2.9% 1017.56 EX.1018.00 EX. 1019.02 EX. 1018.98 EX. 1018.21 1018.41 1017.78 EX. 1018.09 EX. 1023.29T/C 1022.79G 1022.61 1023.11T/C 1022.61G 1023.17T/C 1022.67G 1023.29T/C 1022.79G 1023.16T/C 1022.66G 1023.34T/C 1022.84G 1023.29T/C 1022.79G 1023.29T/C 1022.79G 1022.51 1022.51 1023.29T/C 1022.79G 1023.411023.41 1023.41 1023.29T/C 1023.411022.911022.911023.411023.411023.41 1023.501023.50 1023.50 1023.501023.50 1023.50 1023.50 1022.79T/C 1022.79T/C 1023.23T/C 1022.73G 0.0% 1. 5 % 0.0%0.0% 1. 5 % 1. 5 % 0.0% 0.0% 0.0% 0.0% 0.0% 1. 5 % 1. 5 % 1. 5 % 1. 5 % 6.2%0.0%6.2% 1. 5 % 1. 5 % 0.0%0.0% 1. 5 % 0.2% 0.0% 1 . 0 % 0.4%1.5% 0.0%0.0% 1. 5 % 5. 0 % 0. 6 % 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 6.2% 0.0% 1.9% 1. 0 % 1 . 0 % 1. 5 % 0.2% 0.1% 0.0% 6.2%0.0%0.0%0.0% 1. 5 % 1. 5 % 1022.79G 1022.79G 1022.62G 1022.69G 1023.02T/C 1022.52G 1023.12T/C 1023.19T/C 1023.12E/W 1023.19E/W 1023.17E/W 1023.29E/W 1023.29E/W 1023.24E/W 1023.21E/W 1023.38E/W 1023.19T/C 1022.69G 1023.26T/C 1022.76G 1023.38E/W 1023.30T/C 1022.80G 1.5%1.0% 0. 0 % 1.5% 1. 7 % 2. 1 % 2. 2 % 0. 8 % 1.5% 1. 0 % 1. 0 % 1.5% 6. 3 % 6. 3 % 0. 9 % 0. 9 % 0. 7 % 0. 7 % 0. 8 % 0. 8 % 1.5% 1023.07T/C 1022.57G 1025.14E/W 1024.80E/W 1025.23E/W1025.15E/W 1.5% 1.9% 1.9% 1. 6 % 1024.33±G EX. 1. 5 % 1. 6 % 1025.22E/W 1024.72E/W1024.68E/W 1024.52±G EX. 1024.62±T/C EX. 1025.00±T/C EX. 1024.72E/W 1024.57E/W 1024.68E/W 6.0% 6.0%1.5% 1. 7 % 1. 0 % 1. 5 % 6. 0 % 0.9% 7. 8 % 1.0% 7. 8 % 6. 0 % 8. 0 % CONCRETE DRIVEWAY SCALE NONE 1 C6.2 DE S C R I P T I O N IS S U E # IS S U E D A T E NB I # : - - - - - - - - DB S # : 2 2 - 3 - 4 4 2 DR A W N B Y : G S A CH E C K E D B Y : S V S DE S C R I P T I O N IS S U E # IS S U E D A T E ST I V E R S GE N E R A L C O N T R A C T O R - A R C H I T E C T 14 3 5 o h i o s t r e e t / p . o . b o x 1 3 1 5 / d e s m o i n e s , i a 5 0 3 0 5 - 1 3 1 5 ph o n e : ( 5 1 5 ) 2 4 3 - 0 1 5 6 / f a x : ( 5 1 5 ) 2 4 3 - 0 1 6 5 NE U M A N N B R O T H E R S , I N C . - D E S I G N B U I L D S O L U T I O N S 1 2 3 4 5 6 7 8 9 A B C D E F Copyright DesignBuild Solutions, LC. Protected under Architectural Works Copyright Protection Act of 1990. FIELD BULLETINS ASSOCIATED WITH THIS SHEET: 01 / 1 1 / 2 0 2 3 1S T C I T Y S U B M I T T A L 04 / 0 6 / 2 0 2 3 2N D C I T Y S U B M I T T A L 06 / 1 6 / 2 0 2 3 3R D C I T Y S U B M I T T A L 08 / 2 8 / 2 0 2 3 4T H C I T Y S U B M I T T A L 09 / 1 3 / 2 0 2 3 5T H C I T Y S U B M I T T A L 12 / 1 9 / 2 0 2 2 5 : 0 0 : 1 3 P M FO R D P R O C E N T E R 13 5 0 S E S t o n e R i d g e D r i v e , W a u k e e , I o w a 5 0 2 6 3 L: \ L A N D P R O J E C T S 2 0 2 2 \ 2 2 0 3 2 8 \ D W G \ C 6 D E T A I L S . D W G 9/ 1 3 / 2 0 2 3 1 : 5 8 : 2 1 P M C6.2 DETAILS SHEET DETAIL 'B' SCALE: 1'=10" DETAIL 'A' SCALE: 1'=10" DETAIL 'C' SCALE: 1'=10" DETAIL 'D' SCALE: 1'=10" SUDAS RIP RAP DETAIL SCALE NONE 2 C6.2 DURASLOT DRAIN DETAIL SCALE NONE 3 C6.2 DE S C R I P T I O N IS S U E # IS S U E D A T E NB I # : - - - - - - - - DB S # : 2 2 - 3 - 4 4 2 DR A W N B Y : G S A CH E C K E D B Y : S V S DE S C R I P T I O N IS S U E # IS S U E D A T E ST I V E R S GE N E R A L C O N T R A C T O R - A R C H I T E C T 14 3 5 o h i o s t r e e t / p . o . b o x 1 3 1 5 / d e s m o i n e s , i a 5 0 3 0 5 - 1 3 1 5 ph o n e : ( 5 1 5 ) 2 4 3 - 0 1 5 6 / f a x : ( 5 1 5 ) 2 4 3 - 0 1 6 5 NE U M A N N B R O T H E R S , I N C . - D E S I G N B U I L D S O L U T I O N S 1 2 3 4 5 6 7 8 9 A B C D E F Copyright DesignBuild Solutions, LC. Protected under Architectural Works Copyright Protection Act of 1990. FIELD BULLETINS ASSOCIATED WITH THIS SHEET: 01 / 1 1 / 2 0 2 3 1S T C I T Y S U B M I T T A L 04 / 0 6 / 2 0 2 3 2N D C I T Y S U B M I T T A L 06 / 1 6 / 2 0 2 3 3R D C I T Y S U B M I T T A L 08 / 2 8 / 2 0 2 3 4T H C I T Y S U B M I T T A L 09 / 1 3 / 2 0 2 3 5T H C I T Y S U B M I T T A L 12 / 1 9 / 2 0 2 2 5 : 0 0 : 1 3 P M FO R D P R O C E N T E R 13 5 0 S E S t o n e R i d g e D r i v e , W a u k e e , I o w a 5 0 2 6 3 L: \ L A N D P R O J E C T S 2 0 2 2 \ 2 2 0 3 2 8 \ D W G \ C 6 D E T A I L S . D W G 9/ 1 3 / 2 0 2 3 1 : 5 8 : 3 0 P M C6.3 DETAILS SHEET RAIN GUARDIAN TYPICAL DETAIL SCALE NONE 1 C6.3 INSPECTION/MAINTENANCE NOTE: 1.OWNER TO HIRE AND/OR PERFORM ANNUAL INSPECTION AND MAINTENANCE OF MODIFIED OUTLET STRUCTURE. THIS MAY INCLUDE BUT IS NOT LIMITED TO REMOVAL/CLEANING OF ALL DEBRIS, SILT AND TRASH ACCUMULATED IN THE BASIN AND MODIFIED OUTLET STRUCTURES. 2.IF ANY PROLONGED PONDING OR DEBRIS IS OBSERVED IN THE BASIN, THE OWNER SHALL PERFORM MAINTENANCE ON A MODIFIED SCHEDULE AS NEEDED TO KEEP THE BASIN CLEAR OF DEBRIS, SILT AND TRASH. PROP. BUILDING PROP. 34,150 SQ. FT. FF=1023.50' HT.=23.00 WV A/ C FF=1023.50 (PER 2018 DESIGN REF. PROJECT #180108) HY D HYD HY D 10 1 9 10 2 0 1 0 3 0 1022 102 2 10 2 3 1022 1018 1 0 2 8 10 2 8 1018 1020 10221022 1 0 3 1 1 0 3 2 D D 1 0 2 2 1 0 2 1 10 2 0 10 2 1 1 0 2 2 1 0 2 5 CO CO CO CO PROPOSED LOT 1 AREA = 110,122.89 PROPOSED LOT 2 AREA = 220,398.72 SF WILLI A M S P O I N T E P L A T 1 6 WILLI A M S P O I N T E P L A T 1 6 CO 1 0 1 9 10 2 2 1024 1 0 2 2 CO CO S COCO CO CO CO CO 10 2 3 10 2 3 10 2 1 1021 102 2 1 0 2 2 1023 1023 1 0 2 2 10 2 3 1 0 2 3 102 3 10 1 9 1018 1021 1020 1022 1020 1 0 2 2 1020 1020 1022 1024 1023 1018 1020 1023 1 0 2 5 1022 CO CO 1 0 2 3 1 0 2 4 1 0 2 5 1 0 2 6 1 0 2 7 1018 1018 1021 10 2 2 10 2 0 1 0 2 3 1023 10 2 3 10 1 9 10 2 5 1 0 2 7 1 0 2 9 1025 10 2 9 10 2 2 1022 10 2 3 1 0 2 3 1022 1022 1022 1 0 2 9 1022 10 2 2 1023 10 3 0 103 1 10 2 9 10 2 8 102 6 1027 10 2 8 1024 1023 1022 1021 1020 10 2 3 10 2 3 D WV H Y D F/OF/O F/OFO D D WV H Y D F/O WV WV WV H Y D FO D SS D F/OT F/O ST 15" SE B R I C K D R I V E (C O N C R E T E P U B L I C R O A D - 8 0 ' R . O . W . ) SE STONE RIDGE DR (CONCRETE PUBLIC ROAD - 70' R.O.W.) F/O F/O F/O F/O F/O F/O F/O F/O F/ O F/ O F/ O TE L E TE L E TE L E TE L E TE L E TE L E TE L E TE L E TE L E TE L E U / E U / E U/E U/E U/E U/E U/E U/ E U/ E U/ E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/ E U/ E U/ E 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 18"ST 18"ST 18"ST 18"ST 42" ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " ST 36 " D ST 48"ST 48"ST 48"ST 48" SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8" W12 " W12 " W 12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W12 " W 12"W 12"W12"W12"W12"W12"W 12"W12"W 12"W12"W12"W12"W12"W12" W6" W6" W6" W 6" W 6" W 6 " D ST 8" ST 8" S T 8 " ST 15" ST 18 " G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2"G 2" G 2" G 2"G 2"G 2"G 2" G G SA N 8" WV W8"W8"W8"W8" ST 42 " ST 42 " ST 42 " D ST 42" ST 8" ST 8" ST 15" S T 1 5 " D 102 7 1028 1 0 2 6 1025 1 0 2 6 1 0 2 7 1 0 2 9 1 0 3 0 1 0 3 1 1 0 3 0 10 2 9 10 2 5 1020 1017 10 1 7 10 2 0 10 2 5 1 0 2 1 102 1 102 2 10 2 2 10 2 5 1023 10 2 3 1 0 2 4 1 0 2 3 1025 10 2 5 10 2 5 10 2 3 1 0 2 0 1 0 1 9 1017 1 0 2 0 1 0 2 1 1 0 2 2 10 2 2 1 0 2 0 102210 2 3 1 0 2 5 10 3 1 10 3 0 10 2 9 1 0 2 8 1 0 2 7 10 2 4 10 2 3 1021 1020 101 9 101 8 10 1 7 1017 101 8 10 1 9 1019 1020 1021 10 2 2 1023 1022 10 2 3 10 2 3 10 2 3 1022 1 0 2 2 1020 1017 10 2 5 10 2 4 10 2 3 10 2 2 10 2 1 1 0 2 0 10 1 9 10 1 8 10 1 7 1 0 1 8 1 0 1 9 10 2 2 10 2 4 1 0 2 3 10 2 3 102 4 1 0 2 3 10 2 3 1022 1022 10 2 3 10 2 2 10 3 1 100 YEAR PONDING ELEV. = 1020.48 STAGING AREA SF SF TEMP. INLET PROTECTION (TYP.) STABILIZED CONSTRUCTION ENTRANCE. 12" DEPTH ROCK, CLASS A ROAD STONE. (REF. DETAILS ON THIS SHEET) SILT FENCE (TYP.) SF SF SF SF SF SF S F SF SF S F TO P S O I L ST O C K P I L E SILT FENCE (TYP.) DISTURBANCE LIMITS CONTRACTOR OUTHOUSE, DUMPSTER & CONC. WASHOUT (REF. DETAILS ON THIS SHEET) SF SF SF SF SF SF SF SF SF SF SF SF SF SFSF SF TEMP. INLET PROTECTION (TYP.) TEMP. INLET PROTECTION (TYP.) TEMP. INLET PROTECTION (TYP.) TEMP. INLET PROTECTION (TYP.) SF SF SF SF SF SF SF SF SF SF SILT FENCE TO BE INSTALLED AT BIO-SWALE TOE OF SLOPE TO PREVENT EROSION. SF SF TEMP. INLET PROTECTION (TYP.) SF SF SF SF SILT FENCE (TYP.) SF SF SF SF SF SF SILT FENCE (TYP.) SILT FENCE (TYP.) SF SF SF SF SF SILT FENCE (TYP.) SILT FENCE (TYP.) SF SF SF SF SF SF SF SF SF SFSFSFSFSF SILT SOCK ALONE BC OF SE STONE RIDGE DR. SF SF TEMP. INLET PROTECTION (TYP.) SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SILT SOCK ALONG BC OF SE BRICK DR. SILT SOCK (TYP.) ULTIMATE DISCHARGE: KEEP FLOWING NORTH THROUGH PUBLIC SYSTEM TO AN UNNAMED TRIBUTARY TO WALNUT CREEK IN DALLAS COUNTY DISCHARGE POINT SF SF SF SF TEMP. INLET PROTECTION (TYP.) SILT SOCK ALONE BC OF SE STONE RIDGE DR. SF SF SF SF SF SF SF SF SF SF SF SF BIORETENTION PERIMETER FINISHED GRADE ELEVATION=1018.50 AREA=1,745 SF POST CONSTRUCTION FACILITY BIORETENTION PERIMETER FINISHED GRADE ELEVATION=1018.00 AREA=1,520 SF POST CONSTRUCTION FACILITY BIORETENTION PERIMETER FINISHED GRADE ELEVATION=1018.00 AREA=2,182 SF POST CONSTRUCTION FACILITY SF SF SF SF SF SF SF SF S F S F SF SF BIORETENTION PERIMETER - POST CONSTRUCTION FACILITY TEMP. INLET PROTECTION (TYP.) SF SF SFSFSF SILT FENCE (TYP.) SF SF SF SF SF SF SF SF SFSFSFSFSFSF SILT FENCE (TYP.) RAIN GUARDIAN TURRET - POST CONSTRUCTION FACILITY RAIN GUARDIAN TURRET - POST CONSTRUCTION FACILITY SUMP INTAKE - POST CONSTRUCTION FACILITY SUMP INTAKE - POST CONSTRUCTION FACILITY SUMP INTAKE - POST CONSTRUCTION FACILITY SUMP INTAKE - POST CONSTRUCTION FACILITY SUMP INTAKE - POST CONSTRUCTION FACILITY SUMP INTAKE - POST CONSTRUCTION FACILITY SUMP INTAKE - POST CONSTRUCTION FACILITYSUMP INTAKE - POST CONSTRUCTION FACILITY 6 SITE DE S C R I P T I O N IS S U E # IS S U E D A T E NB I # : - - - - - - - - DB S # : 2 2 - 3 - 4 4 2 DR A W N B Y : G S A CH E C K E D B Y : S V S DE S C R I P T I O N IS S U E # IS S U E D A T E ST I V E R S GE N E R A L C O N T R A C T O R - A R C H I T E C T 14 3 5 o h i o s t r e e t / p . o . b o x 1 3 1 5 / d e s m o i n e s , i a 5 0 3 0 5 - 1 3 1 5 ph o n e : ( 5 1 5 ) 2 4 3 - 0 1 5 6 / f a x : ( 5 1 5 ) 2 4 3 - 0 1 6 5 NE U M A N N B R O T H E R S , I N C . - D E S I G N B U I L D S O L U T I O N S 1 2 3 4 5 6 7 8 9 A B C D E F Copyright DesignBuild Solutions, LC. Protected under Architectural Works Copyright Protection Act of 1990. FIELD BULLETINS ASSOCIATED WITH THIS SHEET: 01 / 1 1 / 2 0 2 3 1S T C I T Y S U B M I T T A L 04 / 0 6 / 2 0 2 3 2N D C I T Y S U B M I T T A L 06 / 1 6 / 2 0 2 3 3R D C I T Y S U B M I T T A L 08 / 2 8 / 2 0 2 3 4T H C I T Y S U B M I T T A L 09 / 1 3 / 2 0 2 3 5T H C I T Y S U B M I T T A L 12 / 1 9 / 2 0 2 2 5 : 0 0 : 1 3 P M FO R D P R O C E N T E R 13 5 0 S E S t o n e R i d g e D r i v e , W a u k e e , I o w a 5 0 2 6 3 GRAPHIC SCALE 040 20 40 80 STORM WATER POLLUTION PREVENTION PLAN VICINITY MAP NOT TO SCALE IOWAONE CALL 1-800-292-8989 www.iowaonecall.com 811 Know what's below. Call before you dig. UTILITY NOTE: THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS ARE TAKEN FROM EXISTING PUBLIC RECORDS AND ARE APPROXIMATE LOCATIONS. THE EXACT LOCATIONS OF ALL UTILITIES MUST BE ASCERTAINED IN THE FIELD. IT SHALL BE THE DUTY OF THE CONTRACTOR TO DETERMINE WHETHER ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. LEGEND: 120 EXISTING CONTOUR 120 PROPOSED CONTOUR SF SILT FENCE 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 FAULT CABLE TV RISER SIGN D S CO H Y D I CV W WS O Y A DR E EM E ELEC EJ EP GM GV A/C T TEL T TS FO F/O TV W WV 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 2 \ 2 2 0 3 2 8 \ D W G \ C 7 S W P P P . D W G 9/ 1 3 / 2 0 2 3 1 : 5 8 : 5 6 P M PROPERTY DESCRIPTION: QUIT CLAIM DEED BOOK: 2015 PAGE: 20587 LOTS 2, 3, 4, 5, 6 AND 7, IN WILLIAMS POINTE PLAT 14, AN OFFICIAL PLAT, NOW INCLUDED IN AND FORMING A PART OF THE CITY OF WAUKEE, DALLAS COUNTY, IOWA. SAID TRACT OF LAND SUBJECT TO ALL EASEMENTS AND ENCUMBRANCES OF RECORD. SUBJECT TO AND TOGETHER WITH ANY AND ALL EASEMENTS AND RESTRICTIONS OF RECORD. AREA: 330,521 SQUARE FEET - 7.58 ACRES SAID TRACT OF LAND CONTAINS 7.58 ACRES (330,521 SF) MORE OR LESS. ADDRESS: 1350 SE STONE RIDGE DR WAUKEE, IOWA 50263 OWNER: STIVERS IOWA REAL ESTATE LLC 1450 EAST HICKMAN ROAD WAUKEE, IOWA 50263 PREPARED FOR: STIVERS IOWA REAL ESTATE LLC 1450 EAST HICKMAN ROAD WAUKEE, IOWA 50263 ZONING: INFORMATION OBTAINED FROM THE CITY OF WAUKEE ZONING MAP ZONED: C-1 (COMMUNITY AND HIGHWAY SERVICE COMMERCIAL DISTRICT) AND PD (PLANNED DEVELOPMENT DISTRICT) FOR AN OFFICIAL ZONING REPORT PLEASE CALL CITY OF WAUKEE AT (515) 978-9533 SITE CONTROL AND BENCHMARKS: BASIS OF BEARING OBTAINED FROM GPS OBSERVATIONS DATUM = NAD 83, IOWA SOUTH BENCHMARK DATUM = NAVD88, GEOID 18 POINT #100, 3/4" IRON PIPE W/ YELLOW PLASTIC CAP NORTHING = 587,608.16 EASTING = 1,545,183.16 ELEVATION = 1032.78 DESCRIPTION: WEST OF S.W. CORNER, LOT 7 POINT #9011, 3/4" IRON PIPE W/ RED PLASTIC CAP NORTHING = 588,181.34 EASTING = 1,545,646.71 ELEVATION = 1019.82 DESCRIPTION: NORTH OF N.E. CORNER, LOT 3 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 SUDAS SPEC 11,050 DURING ALL CONCRETE WORK. 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.CONTRACTOR SHALL BE RESPONSIBLE FOR REVISING AND/OR INSTALLING ADDITIONAL EROSION CONTROL MEASURES/SEEDING AS NEEDED TO ACCOMMODATE THE CONSTRUCTION PHASING AND SWPPP INSPECTOR REQUIREMENTS. SUCH CHANGES SHALL BE INCIDENTAL TO THE PROJECT. ALL CHANGES SHALL BE DOCUMENTED AND RECORDED. 11.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. 12.CONTRACTOR SHALL PROVIDE APPROPRIATE CONTROLS TO PREVENT DISCHARGES FROM ANY AND ALL DEWATERING ACTIVITIES. 13.SEE LANDSCAPE PLAN FOR FINAL STABILIZATION INCLUDING SEEDING AND SODDING AREAS. 14.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. 15.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. 16.CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND PHASING EROSION CONTROLS AND SILT FENCE, PER SWPPP INSPECTORS RECOMMENDATIONS, TO MAINTAIN EROSION PROTECTION AND ACCOMMODATE CONSTRUCTION ACTIVITIES AND PHASING. ANY ADDITIONAL EROSION CONTROLS OR ADJUSTMENTS SHALL BE INCIDENTAL. 17.CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY SILTING, REELING OR SCOURING TO DESIGN GRADE BEFORE CLOSE OF PROJECT PER SWPPP INSPECTOR AND OWNER RECOMMENDATIONS. 18.CONTRACTOR TO PROTECT PROPOSED PONDS DURING CONSTRUCTION FROM EROSION AND SILTING. ANY CORRECTIVE WORK TO RESTORE POND BOTTOMS SHALL BE INCIDENTAL. DISTURBED AREA = 4.7 ACRES± STABILIZED ENTRANCE AT LEAST 50' LONG-12" DEEP CLASS "A" ROAD STONE ON GEOTEXTILE 120 SILT FENCE (TYP) LEGEND: EXISTING CONTOUR PROPOSED CONTOUR120 SFSF SF 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 C7.1 SWPPP 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. QUANTITY ESTIMATE: EROSION CONTROL: INLET PROTECTION 22 EA SILT FENCE 2,300 LF SOD 91,040 SF RIP RAP CLASS "E" W/ ENGINEERING FABRIC 146 TONS CURB LINE SILT SOCK 900 LF 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. GENERAL NOTES: 1.ALL BIORETENTION CELLS ARE TO BE CONSTRUCTED ONLY AFTER ALL OTHER CONSTRUCTION ITEMS ARE COMPLETE. SEDIMENT PROTECTION WILL BE REQUIRED IF IMMEDIATE UPSTREAM PROTECTION IS NOT ABLE TO BE COMPLETED. 25' PRIVATE SANITARY SEWER EASEMENT BK. 2007 PG. 15331 10' PUBLIC UTILITY EASEMENT BK.2007 PG.15339 PRIVATE 15' STORM SEWER EASEMENT BK. 2007 PG. 15336 30 ' P R I V A T E IN G R E S S / E G R E S S EA S E M E N T BK . 2 0 0 7 P G . 1 5 3 3 3 30 ' P R I V A T E IN G R E S S / E G R E S S EA S E M E N T BK . 2 0 0 7 P G . 1 5 3 3 3 25' PUBLIC STORM SEWER AND OVERLAND FLOWAGE EASEMENT BK. 2007 PG. 15337 1 5 ' P R I V A T E S T O R M S E W E R E A S E M E N T B K . 2 0 0 7 P G . 1 5 3 3 6 PRIVATE 15' STORM SEWER EASEMENT BK. 2007 PG. 15329 15 ' P R I V A T E W A T E R M A I N E A S E M E N T BK . 2 0 0 7 P G . 1 5 3 3 2 10' PUBLIC UTILITY EASEMENT BK.2007 PG.15339 7. 5 ' P U B L I C S T O R M SE W E R E A S E M E N T BK . 2 0 0 7 P G . 1 5 3 3 8 65 ' P R I V A T E O V E R L A N D FL O W A G E A N D D E T E N T I O N EA S E M E N T BK . 2 0 0 7 P G . 1 5 3 2 8 30' PRIVATE INGRESS/EGRESS EASEMENT BK. 2007 PG. 15333 2 220399 SF 5.06 AC 1 110123 SF 2.53 AC 426.36' 51 6 . 3 6 ' S 0 0 ° 2 0 ' 0 6 " W 402.83'188.51' 32' INGRESS/EGRESS EASEMENT 79 . 0 0 ' S0 0 ° 2 0 ' 0 6 " W 32.00' N89°49'20"W 79 . 0 0 ' N0 0 ° 2 0 ' 0 6 " E 213.57' R=25.00' Δ=90°05'55" L=39.31' CH=35.39' S45°08'51"W R=25.00' Δ=89°44'44" L=39.16' CH=35.28' N44°44'27"W OWNER: FORE RIGHT LC ZONED: C-1 COMMERCIAL DISTRICT & PD (PLANNED DEVELOPMENT) SE B R I C K D R I V E PU B L I C R O A D - 8 0 ' R . O . W . SE STONE RIDGE DR PUBLIC ROAD-70' R.O.W. SE W A C O P L A C E PU B L I C R O A D - 1 0 0 ' R . O . W . LOT 1 (S89°52'00"E 591.33') (N89°52'00"W 640.05') (S 0 0 ° 2 0 ' 5 8 " W 4 9 0 . 8 6 ' ) (S 0 0 ° 1 6 ' 6 5 " W 4 9 1 . 3 7 ' ) (R=25.00 L=39.27 CH=35.36 S45°08'00"W)(R=25.00 L=39.33 CH=35.40 N44°47'33"W) (N 0 0 ° 0 8 ' 0 0 " E 1 2 0 . 0 0 ' ) (S 0 0 ° 1 6 ' 5 5 " W 1 2 0 . 0 0 ) (N89°52'00"W 80.00') 15.50' OWNER: ALICE PLACE LP ZONED: R-3 (RENTAL MULTI-FAMILY RESIDENTIAL DISTRICT) & PD (PLANNED DEVELOPMENT) LOT 2 10 ' P U B L I C U T I L I T Y E A S E M E N T BK . 2 0 0 7 P G . 1 5 3 3 9 23 4 . 2 7 ' (TO BE VACATED) (TO BE VACATED) (T O B E V A C A T E D ) (T O B E V A C A T E D ) (T O B E V A C A T E D ) (TO BE VACATED) PRIVATE WATERMAIN EASEMENT 32 . 0 0 ' N0 0 ° 2 0 ' 0 6 " E 30.00' S89°48'24"E 30.00' N89°48'24"W 32 . 0 0 ' S0 0 ° 2 0 ' 0 6 " W 6 SITE FI N A L P L A T 1 OF 1 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 WI L L I A M S P O I N T E P L A T 1 6 WA U K E E , I O W A 220328 GRAPHIC SCALE 040 20 40 80 \\ B E - S E R V \ P R O J E C T S 2 \ L A N D P R O J E C T S 2 0 2 2 \ 2 2 0 3 2 8 \ D W G \ F I N A L P L A T . D W G 9/ 1 4 / 2 0 2 3 1 : 3 1 : 2 3 P M WILLIAMS POINTE PLAT 16 FINAL PLAT ZONING: ZONED: C-1 - COMMUNITY AND HIGHWAY SERVICE COMMERCIAL DISTRICT / PD-1 - PLANNED DEVELOPMENT OVERLAY FRONT YARD SETBACK: 25 FT SIDE YARD SETBACK: NONE REAR YARD SETBACK: 25' VICINITY MAP SCALE: 1' = 1,000' COPYRIGHT 2023 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. LOCATION: LOT 2, 3, 4, 5, 6, 7 IN WILLIAMS POINTE PLAT 14 REQUESTOR/OWNER: STIVERS IOWA REAL ESTATE LLC 1450 EAST HICKMAN ROAD WAUKEE, IOWA 50263 PREPARED BY & RETURN TO: LARRY HYLER PLS BISHOP ENGINEERING 3501 104TH ST URBANDALE, IA 50322 INDEX LEGEND ABBREVIATIONS: AC ACRES PUE PUBLIC UTILITY EASEMENT TYP TYPICAL N NORTH S SOUTH E EAST W WEST YPC YELLOW PLASTIC CAP MPE MINIMUM PROTECTION ELEVATION SF SQUARE FOOTAGE POB POINT OF BEGINNING POC POINT OF COMMENCEMENT PROPERTY CORNER - FOUND 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 PREVIOUSLY RECORDED LEGEND: 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 PIPE UNLESS NOTED OTHERWISE. ALL CORNERS PLACED HAVE A YELLOW PLASTIC IDENTIFICATION CAP NO. 14775. LOTS 1 AND 2 HAVE A MINIMUM PROTECTION ELEVATION OF 1022.50 PER WILLIAMS POINTE PLAT 14 (XXX) PROPERTY DESCRIPTION: LOTS 2, 3, 4, 5, 6, AND 7 IN WILLIAMS POINTE PLAT 14, AN OFFICIAL PLAT, WAUKEE, DALLAS COUNTY, IOWA. SUBJECT TO AND TOGETHER WITH ANY AND ALL EASEMENTS AND RESTRICTIONS OF RECORD. SAID TRACT OF LAND CONTAINS 7.58 ACRES (330,521 SF) MORE OR LESS. 1350 1300 SE STONE RIDGE DRIVE SE STONE RIDGE DRIVE FORD PRO CENTER - STIVERS Level 1 0" AEGC3 A300 D 14' - 0" F9 A400 BC 6 1 13 3 9 16 14 13 13 15 ROOM EXHAUST - SEE MECHANICAL ROOM EXHAUST LOCATION 6'-8" D3 A301 F4 A510 F6 A510 D6 A510 A1 A510 C1 A510 4'- 0 " 5 4 21 ' - 6 7 / 1 6 " D8 A510 F 25' - 4 7/16" F1 A510 Level 1 0" 124567810 B3 A301 E3 A300 24' - 0" 5.19 3 78 9 15 314 13 11 B3 A300 4.1 A6 A510 A8 A510 F6 A510 A8 A510 D6 A510 6.1 15 15 15 15 15 15 F3 A300 Level 1 0" 1 2 4 5 6 7 8 10 24' - 0"23' - 10 1/2" 23' - 0 1/4" 5.1 93 15 14 2 10 87 6 5 1 4.1 6'-2" DOMESTIC WATER SERVICEELECTRICAL SERVICE 6.1 8'- 1 " 6 11 9 15 3 4915151515 Level 1 0" A E G C3 A300 D F7 A401 B C 24' - 0" 23' - 10 1/2" 23' - 1 1/4" 8 15 14 13 3 9 7 12MAKE UP AIR UNIT - SEE MECHANICAL D3 A301 A6 A510 A8 A510 A8 A510 F4 A510 D6 A510 LOUVERS TO HAVE GRAY FINISH F DE S C R I P T I O N IS S U E # I S S U E D A T E NB I # : - - - - - - - - DB S # : 2 2 - 3 - 4 4 2 DR A W N B Y : C H E C K E D B Y : DE S C R I P T I O N IS S U E # I S S U E D A T E 14 ST I V E R S GE N E R A L C O N T R A C T O R - A R C H I T E C T 14 3 5 o h i o s t r e e t / p . o . b o x 1 3 1 5 / d e s m o i n e s , i a 5 0 3 05 - 1 3 1 5 ph o n e : ( 5 1 5 ) 2 4 3 - 0 1 5 6 / f a x : ( 5 1 5 ) 2 4 3 - 0 1 6 5 NE U M A N N B R O T H E R S , I N C . - D E S I G N B U I L D S O L U T I O N S 1 2 3 4 5 6 7 8 9 A B C D E F Copyright DesignBuild Solutions, LC. Protected under Architectural Works Copyright Protection Act of 1990. FIELD BULLETINS ASSOCIATED WITH THIS SHEET: 1/ 0 6 / 2 0 2 3 B U D G E T S E T ( 8 0 % D D ) NOT FOR CONSTRUCTION 1/ 1 1 / 2 0 2 3 9 : 2 3 : 5 6 A M A200 EXTERIOR ELEVATIONS FO R D P R O C E N T E R . . 13 5 0 S E S t o n e R i d g e D r i v e , W a u k e e , I o w a 5 0 2 6 3 ELEVATION KEYNOTES MARK DESCRIPTION 1 HORIZONTAL CORRUGATED METAL PANEL, COLOR EQUIVALENT TO SHERWIN WILLIAMS SW7016 MINDFUL GREY: METL-SPAN 7.2 PANEL 2 3" THICK X 36" WIDE INSULATED METAL WALL PANEL W/ 1/2" REVEAL - EQUIVALENT TO SW7016 MINDFUL GRAY :METAL SPAN SMOOTH FACED DW-4000 W/ KYNAR FINISH AND MAX U-VALUE OF 0.048 3 3" THICK X 36" WIDE INSULATED METAL WALL PANEL W/ 1/2" REVEAL - SLATE GRAY: METAL SPAN SMOOTH FACED DW-4000 W/ KYNAR FINISH AND MAX U-VALUE OF 0.048 4 FORD BLUE ACM WALL 5 CLEAR ANODIZED THERMAL BREAK STOREFRONT WITH 1" LOW E INSULATED GLASS EQUAL TO KAWNEER 600 SERIES - U-VALUE OF GLAZING: 0.30 OR LOWER 6 MODULAR BRICK: INDULGENCE KLAYCOAT SERIES., STEEL GREY KLAYCOAT BY GLEN-GERY W/GLEN-GERY COLORED MORTAR 7 INSULATED HOLLOW METAL OVERHEAD DOOR W/ INSULATED GLASS TOP PANEL. INSULATED PANEL EQUIVALENT TO GAUNTLET GRAY SW 7019. 8 BOLLARD: 6" DIA GALV. STEEL BOLLARD, CONCRETE FILLED, PAINTED AND MOUNTED TO BUILDING FOOTING BELOW 9 2 5/16" CONCRETE INSULATED PANEL (WALLGUARD BY T-CLEAR OR EQUAL), SW7016 MINDFUL GRAY PAINT FINISH 10 2 5/16" CONCRETE INSULATED PANEL (WALLGUARD BY T-CLEAR OR EQUAL), SW7019 GAUNTLET GRAY PAINT FINISH 11 COLORED SPLIT FACE CONCRETE BLOCK W/ COLORED MORTAR 12 DUMPSTER GATE: COMPOSITE WOOD VERTICAL SLATS - STAINED & SEALED - ON METAL FRAMING MOUNTED ON CONCRETE FILLED 6" GALVANIZED STEEL POST 13 RAKE FLASHING BY METAL BUILDING MFR. 14 PRE-FINISH ROOF GUTTER BY METAL BUILDING MFR. 15 PREFINISHED METAL DOWNSPOUT BY METAL BUILDING MFR. - CONNECTED TO SUBSURFACE DRAINAGE 16 INSULATED GLASS PANEL OVERHEAD DOOR W/ BOTTOM TWO PANELS TO BE INSULATED METAL TO MATCH "MINDFUL GRAY" SW 7016 1/8" = 1'-0"A200 C1 WEST ELEVATION 1/8" = 1'-0"A200 D1 SOUTH ELEVATION 1/8" = 1'-0"A200 A1 NORTH ELEVATION 1/8" = 1'-0"A200 F1 EAST ELEVATION Level 1 0" 1 2 4 5 6 7 8 10 24' - 0"23' - 10 1/2" 23' - 0 1/4" 5.1 93 15 14 2 10 817 6 5 1 4.1 6'-4" DOMESTIC WATER SERVICEELECTRICAL SERVICE 6.1 8'- 1 " 6 11 9 15 3 4915151515 3 14' - 0" 1/8" = 1'-0"A200 A1 NORTH ELEVATION Level 1 0" A E G C3 A300 D F7 A401 B C 24' - 0" 23' - 10 1/2" 23' - 1 1/4" 8 15 14 13 3 9 7 12MAKE UP AIR UNIT - SEE MECHANICAL D3 A301 A6 A510 A8 A510 A8 A510 F4 A510 D6 A510 LOUVERS TO HAVE GRAY FINISH F 1/8" = 1'-0"A200 F1 EAST ELEVATION