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Home My WebLink About2019-04-01-J10 Fleet Farm_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: April 1, 2019 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Fleet Farm (1300 SE Kettlestone Boulevard) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: Fleet Farm, applicant, with Hurd Kettlestone, property owner, request approval of a site plan to allow for the construction of Fleet Farm retail store and convenience store. The retail store is proposed to be 187,834 square feet in area and 32-feet in height. The retail store component will feature an outdoor sales/storage area with an accessory structure located north of the main building. The convenience store is proposed to be 7,159 square feet in area. Eight (8) fuel pumps and a car wash will be included with the convenience store component of the site. Access to the site will be provided off of a short extension of SE Kettlestone Boulevard. A total of 671 parking spaces are required for the proposed use of the site and the site plan identifies a total of 684 parking space. The applicant has provided elevations for the proposed building on the site, which meets the intent of the architectural guidelines within the Site Plan Ordinance and the Kettlestone Design Guidelines. The buildings will feature pre-cast concrete panels, glazing, and architectural metal paneling. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed this project at the March 26, 2019 Commission Meeting and recommended approval subject to remaining staff comments: Approval of a Site Plan for Fleet Farm (1300 SE Kettlestone Boulevard) Senior Planner, Andy Kass, introduced the request for approval of a site plan as submitted by the applicant, Hurd Kettlestone, for construction of a Fleet Farm. The property is located north of Interstate 80 and east of Grand Prairie Parkway, containing approximately 19.8 acres, and would be the first phase of the Hurd Kettlestone development. The site plan identifies the construction of an 187,834 square foot retail building, standing 32 feet tall, an outdoor storage area on the north side of the building, and a covered accessory structure north of the outdoor storage area. Fencing will be provided on the west and east sides of the outdoor storage area for screening, and a seasonal garden center area is identified on the plan within the parking lot northwest of the building. Loading docks and a trash compactor are indicated on the north east side of J10 the building. In addition to the main retail store, a 7,159 square foot convenience store with a car wash is identified on the site plan. Mr. Kass advised that access to the site will be provided on the north side of the property from a new extension of SE Kettlestone Boulevard and a full access point. in the future, the Boulevard will be extended, and the full access will make one more eastward move- turning the current access into a right-in right-out only access. The site is designed with this shift in mind. Additional access will be provided via ingress/egress easements across the adjacent properties to the west. Streets internal to the development will be owned and maintained by an owners association. Mr. Kass explained that all necessary utilities are stubbed to the site and will be privately maintained interior to the site. Storm water detention will be provided within outlot E, west of the site, and outlot G, south of the site. These detention areas will be owned and maintained by the owners association. At this time the site plan meets the open space, landscaping, lighting, and parking requirements. Staff recommends approval subject to remaining staff comments.  Commissioner Broderick questioned what the surrounding properties were zoned, and how this property would potentially interact with the site to the east. Mr. Kass advised that all of the surrounding properties share a similar zoning of K-RR, or have no zoning and are still A- 1.The street alignment eventually curves north after the subject property, and the ponds are the low points in the site. Mr. Kass agreed that it is a potential option that, should another commercial/retail building build on the lot to the east, the buildings would back up to one another.  Commissioner Hoifeldt expressed a concern with the flow of traffic in the area leading into the outdoor storage area. A representative for the applicant advised that the turn in is a full car length deep, leading traffic to not cue down the front of the store. The layout is not A-typical and no issues have been experienced with other locations.  Commissioner Hoifeldt questioned if the tire and maintenance area was for passenger vehicles or if it would service semi- traffic as well. Mr. Kass advised the intent was for passenger vehicles.  Commissioner Hoifeldt questioned if there were any concerns from the Fire Department. Mr. Kass advised the Fire Department had expressed no concerns with the site lay-out. The building is also fully sprinkled.  Commissioner Broderick questioned what the truck/delivery route was through the site. The applicant advised that the intent was to wrap around the exterior portion of the site to the south in order to go around the building to the loading docks. There is enough space for the truck traffic to make a complete U-turn in order to back into, and exit, the loading docks.  Commissioner Hoifeldt questioned if there would be a lighted signal. Mr. Kass advised that the intersection of Grand Prairie Parkway and Kettlestone Boulevard would be lighted. Commissioner Hoifeldt moved to approve the Site Plan for Fleet Farm (1300 SE Kettlestone Blvd.) subject to any remaining staff comments. Commissioner Koshy seconded the motion. Ayes: Ward, Broderick, Hoifeldt, and Koshy. Nays: None. Motion Carries. STAFF REVIEW AND COMMENT: Staff recommends approval subject to remaining staff comments. RECOMMENDATION: Approve the resolution subject to remaining staff comments. ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan & Elevations PREPARED BY: Andy Kass, Senior Planner REVIEWED BY: THE CITY OF WAUKEE, IOWA RESOLUTION 19- APPROVING THE SITE PLAN FOR FLEET FARM (1300 SE KETTLESTONE BOULEVARD) 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 Fleet Farm, subject to remaining staff comments on March 26, 2019; AND, WHEREAS, the Site Plan for Fleet Farm is in general conformance with §304 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Fleet Farm is in general conformance with §301.27(A) – 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 1st day of April, 2019 that the Site Plan for Fleet Farm is approved, subject to remaining staff comments. ____________________________ William F. Peard, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Anna Bergman R. Charles Bottenberg Courtney Clarke Shelly Hughes Larry R. Lyon PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: Fleet Farm – Site Plan PREPARED BY: Andy Kass, AICP – Senior Planner REPORT DATE: March 21, 2019 MEETING DATE: March 26, 2019 GENERAL INFORMATION Applicant / Owner: Hurd Kettlestone (owner) & Fleet Farm (applicant) Engineer: Jerremy Foss, P.E., with ISG Request: The applicant is requesting approval of a site plan for a commercial/retail building. Location and Size: Property is located north of Interstate 80 and east of Grand Prairie Parkway, containing approximately 19.8 acres. Property Address: 1300 SE Kettlestone Boulevard AREA MAP ABOVE: Aerial of subject property (outlined in BLUE) in relation to the surrounding area. March 21, 2019 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant – Undeveloped Kettlestone – Regional Retail K-RR (Kettlestone Retail Regional District) North Vacant – Undeveloped Kettlestone – Regional Retail K-RR (Kettlestone Retail Regional District) South Interstate 80 Right of Way Not applicable Not applicable East Vacant –Undeveloped Kettlestone – Regional Retail A-1 (Agricultural District) West Kum & Go/Vacant Kettlestone – Regional Retail K-RR (Kettlestone Retail Regional District) HISTORY The proposed project is located within Hurd Kettlestone development that was rezoned in 2018. The proposed development of Lot 1 for a Fleet Farm store is the first phase of the overall project. PROJECT DESCRIPTION The site plan identifies the construction of an 187,834 square foot retail building. The building has an overall height of 32-feet. The site plan identifies an outdoor storage area on the north side of the building with a covered accessory structure on the north side of the outdoor storage area. Fencing will be provided on the west and east sides of the outdoor storage area to provide screening. A seasonal garden center area is identified on the plan within the parking lot northwest of the building. The loading dock and trash compactor are shown on the northeast side of the building screened from public view. Additional enclosures are indicated on the south side of the building for tire and mechanical equipment storage. In addition to the main Fleet Farm retail store, the site plan identifies the construction of a proposed 7,159 square foot convenience store with a car wash and eight (8) fueling pumps. The overall height of the convenience store is 18-feet. The trash enclosure for the convenience store is shown on the south side of the building. ACCESS AND PARKING Access to the site will be provided on the north side of the property from a new extension of SE Kettlestone Boulevard. The north access will be the main full access to the site, however, in the future, when additional improvements to SE Kettlestone Boulevard are constructed, this access will become a right-in/right-out access point and the full access will move further to the east. Appropriate measures have been taken in the design of this site to accommodate the future access point. Additional access will be provided via ingress/egress easement across the adjacent properties to the west of the site. The easements will provide access to Grand Prairie Parkway. The streets internal to the development will be owned and maintained by an owners association for the overall Hurd Kettlestone development. The proposed retail building and convenience store/gas station require a total of 671 parking spaces. The site plan identifies 684 parking spaces are provided across the site. SIDEWALKS/TRAILS A 10-foot-wide trail will be constructed on the south side of SE Kettlestone Boulevard. A 5-foot-wide sidewalk will be provided along one side of the internal streets of the development and within the center parking lot island. March 21, 2019 3 of 3 UTILITIES Sanitary sewer and water main will be stubbed to the property as part of the City’s street extension of SE Kettlestone Boulevard. All utilities interior to the site will be owned and maintained by the owners association of the Hurd Kettlestone development. Storm water detention for the project is planned to occur within Outlot E which is west of the site and Outlot G which is south of the site. The detention areas on Outlots E and G will be owned and maintained by the owners association for the overall Hurd Kettlestone development. A small bio-cell area on the north side of the site will provide some detention for the development as well. 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 26%. The plantings shown on the landscape plan meet the minimum requirements of the Landscape & Open Space Ordinance and the Kettlestone Design Guidelines. ELEVATIONS The retail building and convenience store are proposed to be comprised primarily of precast concrete panels. In addition, to the precast panels, the buildings include glazing, phenolic architectural paneling, and perforated metal paneling. All rooftop mechanical units will be screened by parapet walls. The accessory structure is proposed to be comprised of hardie board panels and architectural metal paneling. All proposed materials are allowed by the Kettlestone Design Guidelines and Staff believes they meet the intent of the Kettlestone Design Guidelines. PHOTOMETRIC PLAN The site plan includes a photometric plan for the proposed site lighting. Site lighting includes canopy lighting, building mounted lighting, and parking lot lighting. All proposed fixtures meet the requirements of the Kettlestone Design Guidelines and the Site Plan Ordinance. STAFF RECOMMENDATION Staff recommends approval of the site plan for Fleet Farm subject to remaining staff comments. 22306 TITLE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY HURD REALTY WAUKEE, IOWA PROJECT INDEX: LEGEND EXISTING CITY LIMITS ACCESS CONTROL SECTION LINE QUARTER SECTION LINE RIGHT OF WAY LINE PROPERTY / LOTLINE EASEMENT LINE CULVERT WATER EDGE WETLAND BOUNDARY WETLAND / MARSH WATER FENCE LINE STORM SEWER SANITARY SEWER SANITARY SEWER FORCEMAIN CONTOUR (MAJOR) UNDERGROUND TELEPHONE OVERHEAD ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND TV GAS UNDERGROUND FIBER OPTIC CONTOUR (MINOR) DECIDUOUS TREE CONIFEROUS TREE TREE LINE MANHOLE/STRUCTURE CATCH BASIN HYDRANT CURB STOP VALVE UTILITY PEDESTAL / CABINET POWER POLE 990 989 PROPOSED CULVERT STORM SEWER SANITARY SEWER WATER OVERHEAD ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND TV GAS CONTOUR SANITARY MANHOLE CATCH BASIN HYDRANT VALVE EASEMENT RIGHT OF WAY PLANS FOR: 1015 LOT LINE PERMIT OWNER: TOM CARRICO FLEET FARM VICE PRESIDENT 1300 S LYNNDALE DR APPLETON, WI 54914 920-997-1429 PROJECT ADDRESS: MAIN BUILDING 1300 SE KETTLESTONE BLVD C-STORE 1240 SE KETTLESTONE BLVD LOT 1 OF THE HURD KETTLESTONE PLAT WAUKEE, DALLAS COUNTY, IOWA PROJECT MANAGER: DEREK JOHNSON EMAIL: DEREK.JOHNSON@IS-GRP.COM N S W E PROPOSED RETAIL DEVELOPMENT ISG PROJECT # 18-22306 PROJECT LOCATION B.M. ELEVATION=1017.01 TOP NUT HYDRANT LOCATED ALONG THE WEST PROPERTY LINE OF PACEL 18-116 700' SOUTH OF KETTLESTONE BLVD MANAGING OFFICE: 508 EAST LOCUST STREET DES MOINES, IA 50309 PHONE: 515.243.9143 DES MOINES OFFICE PROJECT GENERAL NOTES 6.ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, CLEANED AND CONDITIONED ACCORDING TO MANUFACTURERS' INSTRUCTIONS. IN CASE OF DISCREPANCIES BETWEEN MANUFACTURERS' INSTRUCTIONS AND THE CONTRACT DOCUMENTS, NOTIFY ENGINEER BEFORE PROCEEDING WITH THE WORK. 7.ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO AVOID GALVANIC CORROSION. 8.THE LOCATION AND TYPE OF ALL INPLACE UTILITIES SHOWN ON THE PLANS ARE FOR GENERAL INFORMATION ONLY AND ARE ACCURATE AND COMPLETE TO THE BEST OF THE KNOWLEDGE OF I & S GROUP, INC. (ISG). NO WARRANTY OR GUARANTEE IS IMPLIED. THE CONTRACTOR SHALL VERIFY THE SIZES, LOCATIONS AND ELEVATIONS OF ALL INPLACE UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. 9.THE CONTRACTOR IS TO CONTACT "IOWA ONE CALL" FOR UTILITY LOCATIONS, MINIMUM 2 BUSINESS DAYS PRIOR TO ANY EXCAVATION / CONSTRUCTION (1-800-292-8989). 1.ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS, WHICH INCLUDE, BUT ARE NOT LIMITED TO, THE OWNER - CONTRACTOR AGREEMENT, THE PROJECT MANUAL (WHICH INCLUDES GENERAL SUPPLEMENTARY CONDITIONS AND SPECIFICATIONS), DRAWINGS OF ALL DISCIPLINES AND ALL ADDENDA, MODIFICATIONS AND CLARIFICATIONS ISSUED BY THE ARCHITECT/ENGINEER. 2.CONTRACT DOCUMENTS SHALL BE ISSUED TO ALL SUBCONTRACTORS BY THE GENERAL CONTRACTOR IN COMPLETE SETS IN ORDER TO ACHIEVE THE FULL EXTENT AND COMPLETE COORDINATION OF ALL WORK. 3.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. NOTIFY ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 4.FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. NOTIFY ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 5.DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OF DETAILING REQUIRED THROUGHOUT THE WORK. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO DETAILS SHOWN. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, NOTIFY ENGINEER BEFORE PROCEEDING WITH THE WORK. SPECIFICATIONS REFERENCE ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF WAUKEE STANDARD SPECIFICATION FOR PUBLIC IMPROVEMENTS AND WITH THE 2019 EDITION OF THE STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) FOR PUBLIC IMPROVEMENTS, UNLESS DIRECTED OTHERWISE. PROJECT DATUM HORIZONTAL COORDINATES HAVE BEEN REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83), ZONE 8, ON THE IOWA REGIONAL COORDINATE SYSTEM, IN U.S. SURVEY FEET. ELEVATIONS HAVE BEEN REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). RTK GPS METHODS WERE USED TO ESTABLISH HORIZONTAL AND VERTICAL COORDINATES FOR THIS PROJECT. TOPOGRAPHIC SURVEY THIS PROJECT'S TOPOGRAPHIC SURVEY CONSISTS OF DATA COLLECTED IN OCTOBER / 2018 BY ISG. LOCATION MAP 0 SCALE IN FEET 1000 2000 OVERHEAD UTILITY UNDERGROUND UTILITY WAUKEE IOWA 12/13/18 REVISED PER COSESCO REVIEW AJR TITLE SHEET C0-10 - AJR AJR JDF 11/20/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C0-10 TITLE SHEET ---- ---- C0-10 I-80GRAND PRAIRIE PKWYASHWORTH RD STORM MANHOLE SITE SUMMARY EXISTING ZONING:AGRICULTURAL DISTRICT (A-1) PROPOSED ZONING:KETTLESTONE REGIONAL RETAIL (KRR) PROPERTY AREA:1,597,345 SQ. FT / 36.67 AC. PROJECT AREA:1,522,218 SQ. FT / 34.95 AC. IMPERVIOUS AREA:1,178,298 SQ. FT / 27.05 AC. PERVIOUS AREA:343,920 SQ. FT / 7.90 AC. CONSTRUCTION TYPES MAIN BUILDING = 32' TALL PRECAST CONCRETE PANEL AND METAL ROOF C-STORE = 18' TALL PRECAST CONCRETE PANEL AND METAL ROOF OPEN SPACE REQUIREMENTS PROPERTY AREA:964,817 SQ. FT / 22.15 AC. OPEN SPACE AREA:252,587 SQ. FT / 5.80 AC. OPEN SPACE REQUIRED:20.00 % OPEN SPACE PROVIDED:26.18 % NOTE: PROPERTY AREA FOR OPEN SPACE IS THE TOTAL OF LOT 1 AND OUTLOT E WHICH ARE UTILIZED FOR THE FLEET FARM DEVELOPMENT. PARKING REQUIREMENTS (PER CITY CODE) TYPE UNIT / AREA STALLS REQUIRED STALLS PROVIDED RETAIL (4 STALLS / 1,000 SF)161,000 644 646 CAR WASH (2 STALLS / 1,000 SF)2,537 5 5 C-STORE (5 STALLS / 1,000 SF)4,295 21 33 (16 PUMP STALLS) TOTAL:671 684 ADA STALLS MAIN BUILDING 2% OF TOTAL 13 14 ADA STALLS FOR C-STORE 26-50 STALLS 2 2 SETBACKS PARKING BUILDING FRONT YARD 0'-0" SIDE YARD 0'-0" REAR YARD 0'-0" PRINTED SIGNATURE SIGNATURE SIGNATURE DATE REGISTRATION EXPIRES SEAL TSIGEWE LA NOISSEFORP RDERIO A NREENIGEI HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF IOWA. SHEETS COVERED BY THIS SEAL DEREK JOHNSON P20894 DEREK JOHNSON 03/26/19 12/31/2019 C-010 - C-620 12/20/18 ISSUE FOR PERMIT AJR SE KETTLEST O N E B L V D CITY LIMITS 01/18/19 REVISED PER CITY REVIEW AJR PROPOSED NEW CITY LIMITSVERMILLION CT02/19/19 REVISED PER CITY REVIEW #2 AJR 03/05/19 REVISED PER CITY REVIEW #3 AJR 03/26/19 REVISED PER CITY REVIEW #4 & CCD #1-CAJR 22306 DETAILS DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY CONSTRUCTION NOTES C0-11 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C0-11 CONSTRUCTION NOTES ---- ---- C0-11 WAUKEE IOWA 1.ALL WORK SHALL BE IN ACCORDANCE WITH OSHA CODES AND STANDARDS. NOTHING INDICATED ON THE DRAWINGS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH ANY APPROPRIATE SAFETY REGULATIONS. 2.ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS. WHICH INCLUDE, BUT ARE NOT LIMITED TO, THE OWNER - CONTRACTOR AGREEMENT, THE PROJECT MANUAL (WHICH INCLUDES GENERAL SUPPLEMENTARY CONDITIONS AND SPECIFICATIONS), DRAWINGS OF ALL DISCIPLINES AND ALL ADDENDA, MODIFICATIONS AND CLARIFICATIONS ISSUED BY THE ARCHITECT / ENGINEER. 3.CONTRACT DOCUMENTS SHALL BE ISSUED TO ALL SUBCONTRACTORS BY THE GENERAL CONTRACTOR IN COMPLETE SETS IN ORDER TO ACHIEVE THE FULL EXTENT AND COMPLETE COORDINATION OF ALL WORK. 4.ALL PROPERTY PINS SHALL BE PROTECTED FROM GRADING OR OTHER OPERATIONS. ANY PINS DISTURBED SHALL BE RESET AT THE CONTRACTOR'S EXPANSE. 5.THE WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND 2019 EDITION OF THE STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) SHALL APPLY TO CONSTRUCTION WORK ON THE PROJECT. A FULL IOWA SUDAS SPECIFICATIONS MANUAL CAN BE FOUND ONLINE FOR FREE AT WWW.IOWASUDAS.COM. 6.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. NOTIFY ARCHITECT / ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 7.THE WORK TO BE ACCOMPLISHED FOR THE CONSTRUCTION OF THIS PROJECT WILL OCCUR ON OWNER'S PROPERTY. THE CONTRACTOR SHOULD CONFINE OPERATIONS, PEOPLE, AND EQUIPMENT TO THE OWNER'S PROPERTY. 8.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE WASTE AREAS OR DISPOSAL SITES FOR EXCESS MATERIALS NOT TO BE INCORPORATED IN THE WORK INVOLVED IN THE PROJECT (UNSUITABLE EXCAVATION, WASTE PIPE, ETC.). 9.PUBLIC UTILITY FIXTURES ARE EXISTING WITHIN THE CONSTRUCTION AREA. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNERS OF THESE UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. THE CONTRACTOR SHALL AFFORD ACCESS TO THESE FACILITIES FOR ANY NECESSARY MODIFICATION OF SERVICES. NO ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH WORK. 10.CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING AND PREPARING AREAS DISTURBED BY CONTRACTOR'S OPERATIONS FOR SEEDING. ALL DEBRIS GREATER THAN GOLF BALL SIZE SHALL BE REMOVED AND AREA SHALL BE RAKED SMOOTH. CONTRACTOR SHALL NOT DISTURB AREAS OUTSIDE OF THE OWNER'S PROPERTY DURING OPERATIONS AND SHALL MAKE A REASONABLE EFFORT TO NOT DISTURB AREAS GREATER THEN NECESSARY DURING CONSTRUCTION. AREAS OF NONGERMINATION WILL BE RESEEDED AND REFERTILIZED BY THE CONTRACTOR. COST IS TO BE CONSIDERED INCIDENTAL. 11.IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY TRAFFIC CONTROL SIGNS, DEVICES, ETC., AND TO PLACE, MAINTAIN, AND REMOVE SAME AS CONSTRUCTION COMMENCES AND IS COMPLETED IN ACCORDANCE WITH THE CURRENT EDITION OF THE IOWA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS & HIGHWAYS. FAILURE TO COMPLY WITH THIS PORTION OF THE SPECIFICATIONS WILL RESULT IN SUSPENSION OF WORK UNTIL. THE SITUATION IS CORRECTED. A REDUCTION IN THE LUMP SUM TO BE PAID WILL BE MADE FOR EXCESSIVE NONCOMPLIANCE WITH REQUIRED TRAFFIC CONTROL. NO WORK SHALL COMMENCE IN ANY GIVEN AREA UNTIL ALL APPROPRIATE TRAFFIC CONTROL IS IN PLACE. 12.THE CONTRACTOR SHALL NOT DISTURB GRASSED AREAS AND TREES OUTSIDE THE CONSTRUCTION LIMITS. TREES AND BUSHES SHALL BE RETAINED AS POSSIBLE. THE CONTRACTOR WILL NOT BE PERMITTED TO PARK SERVICE VEHICLES AND EQUIPMENT OR USE THESE AREAS FOR STORAGE OF MATERIALS. STORAGE, PARKING AND SERVICE AREA(S) WILL BE SUBJECT TO APPROVAL OF THE ENGINEER. 13.ALL EXISTING TREES AND BUSHES SHALL BE MAINTAINED AND PROTECTED UNLESS NOTED OTHERWISE. AREAS OF HAND FORMING MAY BE REQUIRED TO PROTECT TRESS. 14.THE CONSTRUCTION OPERATIONS ARE TO TAKE PLACE IN A RESIDENTIAL AREA. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE REQUIREMENTS INCLUDED IN THE SPECIFICATIONS IN REGARD TO POSITIVE DUST CONTROL DURING ALL OPERATIONS TO INCLUDE REMOVAL, CLEAN UP, ETC. 15.CONTRACTOR SHALL PROVIDE BARRICADES AND SIGNS IDENTIFYING VEHICLES AND OBSTACLES IN THE DRIVEN ROADWAYS. 16.FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS, NOTIFY ARCHITECT / ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRED INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 17.EXISTING STORM SEWERS, SANITARY SEWERS, AND WATER MAINS ARE LOCATED BASED ON CITY RECORDS AND ACTUAL LOCATIONS MAY VARY GREATLY FROM THAT SHOWN. THE LOCATIONS AND TYPE OF ALL INPLACE UTILITIES SHOWN ON THE PLANS ARE FOR GENERAL INFORMATION ONLY AND ARE ACCURATE AND COMPLETE TO THE BEST OF THE KNOWLEDGE OF ISG. NO WARRANTY OR GUARANTEE IS IMPLIED. THE CONTRACTOR SHALL VERIFY THE SIZES, LOCATIONS, AND ELEVATIONS OF ALL INPLACE UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN. 18.CONTRACTOR SHALL REPLACE AND REPAIR ALL EXISTING STORM SEWERS THAT ARE ENCOUNTERED DURING CONSTRUCTION IN ACCORDANCE WITH THE SPECIFICATION. CONTRACTOR SHALL USE 2000D RCP WITH FLEXIBLE O-RING GASKET JOINTS, PLACE PIPES SO JOINTS ARE NOT DIRECTLY OVER WATER MAIN, AND RECONNECT TO EXISTING STORM SEWER WITH REINFORCED FERNCO COUPLING. 19.PROPOSED WATER DISTRIBUTION LINE SHALL BE INSTALLED WITH A MINIMUM OF FIVE AND ONE-HALF (5.5') OF COVER. IN LOCATIONS WITH A SEPARATION DISTANCE OF LESS THAN TEN FEET (10') FROM SANITARY SEWER OR STORM SEWER, THE SANITARY SEWER OR STORM SEWER SHALL BE INSTALLED EIGHTEEN INCHES (18") BELOW THE BOTTOM OF THE WATER MAIN AND SHALL BE PLACED IN A SEPARATE TRENCH AT A MINIMUM HORIZONTAL SEPARATION OF THREE FEET PER SUDAS SPECIFICATIONS. 20.AT ALL SANITARY SEWER AND WATER MAIN CROSSOVER, MAINTAIN A MINIMUM OF 18" SEPARATION BETWEEN BOTTOM OF WATER MAIN AND TOP OF SEWER. PLACE ONE FULL LENGTH OF WATER PIPE, LOCATED SO BOTH JOINTS ARE AS FAR AS POSSIBLE FROM SEWER. USE LOW PERMEABILITY SOIL FOR BACKFILL WITHIN 10' OF CROSSOVER. 21.THRUST BLOCKS SHALL BE POURED CONCRETE, INSTALLED BEHIND ALL BENDS, TEES AND DEAD ENDS IN ACCORDANCE WITH SPECIFICATIONS. 22.GRANULAR BEDDING IS REQUIRED FOR ANY TYPE OF PIPE USED AND SHALL BE AS SPECIFIED. 23.A NEAT VERTICAL EDGE WILL BE REQUIRED FOR ALL JOINTS BETWEEN THE NEW PAVEMENT SURFACE AND EXISTING PAVING AS SHOWN IN THE PLANS. SAW CUTTING OR OTHER TECHNIQUES MAY BE USED TO PROVIDE THIS EDGE. COST OF THE SAW CUT IS TO BE CONSIDERED INCIDENTAL. ADDITIONAL REMOVAL AND REPLACEMENT DUE TO THE CONTRACTOR'S OPERATION WILL BE MEASURED SEPARATELY BUT WILL BE THE CONTRACTOR'S RESPONSIBILITY. 24.ANY DEWATERING NECESSARY FOR CONSTRUCTION SHALL BE CONSIDERED INCIDENTAL TO INDIVIDUAL CONSTRUCTION ITEM. PLEASE REFER TO SUBSURFACE EXPLORATION REPORT FOR ANTICIPATED SITE CONDITIONS. REPORT IS FOR INFORMATIONAL PURPOSES ONLY AND DOES NOT GUARANTEE CONDITIONS TO BE EXPERIENCED. 25.THE CONTRACTOR SHALL INSPECT AND VERIFY SOIL CONDITIONS AS NECESSARY IN ORDER TO DETERMINE THE TYPE OF CONSTRUCTION TO EMPLOY. NATURAL AND/OR MANMADE OBSTRUCTIONS MAY BE ENCOUNTERED IN THE SOIL. THESE CONTRACT DOCUMENTS DO NOT WARRANT THE NATURE OR CONDITIONS OF THE SOILS, AND DO NOT WARRANT THAT NATURAL OR MANMADE OBSTRUCTIONS WILL NOT BE ENCOUNTERED, NOR GUARANTEE THE EXTENT TO WHICH ROCKS, BOULDERS, OR OTHER OBSTRUCTIONS, REGARDLESS OF SIZE, MAY BE ENCOUNTERED DURING BORING OPERATIONS. THE CONTRACTOR SHALL NOT BE ENTITLED TO ADDITIONAL COMPENSATION FOR ANY NATURAL OR MANMADE OBSTRUCTIONS ENCOUNTERED DURING TRENCHLESS CONSTRUCTION. 26.DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OF DETAILING REQUIRED THROUGHOUT THE WORK. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO DETAILS SHOWN. WHERE SPECIFIC DIMENSIONS, DETAILS, OR DESIGN INTENT CANNOT BE DETERMINED, NOTIFY ARCHITECT / ENGINEER BEFORE PROCEEDING WITH THE WORK. 27.ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, CLEANED, AND CONDITIONED ACCORDING TO MANUFACTURERS' INSTRUCTIONS. IN CASE OF DISCREPANCIES BETWEEN MANUFACTURERS' INSTRUCTIONS AND THE CONTRACT DOCUMENTS, NOTIFY ARCHITECT / ENGINEER BEFORE PROCEEDING WITH THE WORK. 28.ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO AVOID GALVANIC CORROSION. 29.THE LOCATION AND TYPE OF ALL INPLACE UTILITIES SHOWN ON THE PLANS ARE ACCURATE AND COMPLETE TO THE BEST OF THE KNOWLEDGE OF ISG. NO WARRANTY OR GUARANTEE IS IMPLIED. THE CONTRACTOR SHALL VERIFY THE SIZES, LOCATIONS AND ELEVATIONS OF ALL INPLACE UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY DISCREPANCIES OF VARIATIONS FROM PLAN. 30.THIS SITE WILL HAVE SAWCUTTING AND/OR CONCRETE GRINDING, SO PROTECTION OF STORM SEWERS AND DRAINAGE WAYS WILL NEED TO BE PROTECTED FROM SLURRY FROM THE CONCRETE OPERATION TO DISCHARGE OFFSITE. 31.THE CONTRACTOR IS TO CONTACT "IOWA ONE CALL" FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO EXCAVATION / CONSTRUCTIONS (1-800-292-8989). 32.ANY PROPOSED CHANGES TO THE PLAN SET SHALL BE APPROVED IN WRITING BY THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT. 33.THE CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOT BEEN GRANTED APPROVAL IN WRITING BY THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT. 34.ALL FIRE HYDRANTS ARE TO HAVE 4" STORZ FITTINGS. 35.ALL UTILITIES ARE TO BE CONSTRUCTED TO THE CITY OF WAUKEE STANDARDS. 36.ALL UTILITIES ARE TO BE TESTED TO CITY OF WAUKEE STANDARDS, AND THE CITY IS TO WITNESS ALL TESTING. 37.COORDINATE ALL TIE-INS TO EXISTING UTILITIES WITH CITY OF WAUKEE PUBLIC WORKS DEPARTMENT. 38.APPROVED FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED AS SOON AS CONSTRUCTION COMMENCES. THE FIRE APPARATUS ROAD SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 503.2 AND SHALL EXTEND TO WITHIN 100-FEET OF THE EXTERIOR WALLS OF THE BUILDING AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING. CONSTRUCTION NOTES 01/22/19 REVISED PER CITY REVIEW AJR 03/26/19 REVISED PER CITY REVIEW #4 AJR METER PIT post t post row post row post row post row post t G G elec hh {Goodall, Charles F & Cheryl A Jtrs} {Deseret Trust Company As Trustee} {Oakleaf Properties Lc} {William C Knapp, Lc} INT E R S T A T E 8 0 {Oakleaf Properties Lc} SE KETTL E S T O N E B L V D EM AP GPP, LC (K-RR Zoning) Ingress/Egress Easement Per Book 2015, Page 15711 Ingress/Egress Easement Per Book 2015, Page 15711 Sanitary Sew e r E a s e m e n t Shown on Oa k l e a f P l a t 1 Sanitary Sewer EasementShown on Oakleaf Plat 1Ingress/Egress EasementPer Book 2015, Page 15711Public Sanita r y a n d Storm Sewer E a s e m e n t Per Book 201 7 P a g e 13000 Private Storm Sewer Easem e n t Per Book 201 7 Page 20607 SUPER UNLEADED 8720,000 GAL.SUPER UNLEADED 8720,000 GAL .KEROSENE10,000 GAL.NON-OXY 8710,000 GAL.NON-OXY 9110,000 GAL .DIESEL FUEL10,000 GAL.SUPER UNLEADED 8720,000 GAL. PROP O S E D B UI L DI N G 187,8 3 4 S F F.F.E. = 1 0 1 5. 0' YARD 49,89 6 S F C-STORE 7,159 SF FFE = 1016.0' PROPOSED WET POND HWL = 1005.28' NWL = 1001.00' BOTTOM = 995.00' PROPOSED WETLAND BASIN HWL = 1007.02' BOTTOM = 1003.50' PROP O S E D BI O - C E L L HWL = 1 0 1 1. 7 4' BOTT O M = 1 0 0 8. 0 0'FLEET STREETFLEET STREE T N . FLEET STREET S. OUTLOT A OUTLOT B OUTLOT C OUTLOT D OUTLOT E OUTLOT F OUTLOT G LOT 1 22306 SHEET INDEX DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY SHEET INDEX C0-20 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C0-20 SHEET INDEX ---- ---- C0-20 WAUKEE IOWA 0 SCALE IN FEET 100 200 NORT H W E S T WEST SOUT H W E S T NORT H SOUT H EASTNOTE: 1.SHEET INDEX LAYOUT FOR SITE PLANS, UTILITY PLANS AND GRADING PLANS CIVIL SHEET LIST Sheet Number Sheet Title C0-10 TITLE SHEET C0-11 CONSTRUCTION NOTES C0-20 SHEET INDEX C0-21 UTILITY SCHEDULES C0-30 SITE DETAILS C0-31 SITE DETAILS C0-32 SITE DETAILS C0-33 SITE DETAILS C0-34 SITE DETAILS C0-35 SITE DETAILS C0-36 SITE DETAILS C1-10 PRE-CONSTRUCTION SWPPP C1-20 PROPOSED SWPPP C1-30 SWPPP GENERAL INFORMATION AND NOTES C1-31 SWPPP DETAILS C1-32 SWPPP DETAILS C2-10 EXISTING SITE AND REMOVALS C3-10 SITE PLAN (OVERALL) C3-11 SITE PLAN (NORTHWEST) C3-12 SITE PLAN (WEST) C3-13 SITE PLAN (SOUTHWEST) C3-14 SITE PLAN (NORTH) C3-15 SITE PLAN (SOUTH) C3-16 SITE PLAN (EAST) C3-20 SITE UTILITY PLAN (OVERALL) C3-21 SITE UTILITY PLAN (NORTHWEST) C3-22 SITE UTILITY PLAN (WEST) C3-23 SITE UTILITY PLAN (SOUTHWEST) C3-24 SITE UTILITY PLAN (NORTH) C3-25 SITE UTILITY PLAN (SOUTH) C3-26 SITE UTILITY PLAN (EAST) C3-30 SANITARY PROFILES C3-31 SANITARY PROFILES C3-32 SANITARY PROFILES C3-33 SANITARY PROFILES C3-34 SANITARY PROFILES C3-40 WATERMAIN PROFILES C3-41 WATERMAIN PROFILES C3-42 WATERMAIN PROFILES C3-43 WATERMAIN PROFILES C3-50 STORM SEWER PROFILES C3-51 STORM SEWER PROFILES C3-52 STORM SEWER PROFILES C3-53 STORM SEWER PROFILES C3-54 STORM SEWER PROFILES C3-55 STORM SEWER PROFILES C3-56 STORM SEWER PROFILES C3-60 HYDRANT COVERAGE PLAN C4-10 OVERALL GRADING PLAN C4-20 DETAILED GRADING PLAN (NORTHWEST) C4-21 DETAILED GRADING PLAN (WEST) C4-22 DETAILED GRADING PLAN (SOUTHWEST) C4-23 DETAILED GRADING PLAN (NORTH) C4-24 DETAILED GRADING PLAN (SOUTH) C4-25 DETAILED GRADING PLAN (EAST) C4-26 DETAILED GRADING INTERSECTIONS C4-27 DETAILED GRADING INTERSECTIONS C4-28 DETAILED GRADING INTERSECTIONS C4-29 DETAILED GRADING INTERSECTIONS C5-10 OVERALL SITE RESTORATION + PLANTING PLAN C5-11 PLANTING PLAN (NORTH) C5-12 PLANTING PLAN (EAST) C5-13 PLANTING PLAN (WEST) C5-14 PLANTING PLAN (POLE BARN) C5-15 PLANTING PLAN (EAST BUFFER) C5-16 PLANTING PLAN (SOUTHEAST) C5-17 PLANTING PLAN (NORTHWEST) C5-18 PLANTING NOTES + DETAILS C5-19 PLANT + SITE MATERIALS SCHEDULES C6-10 SITE LIGHTING PLAN C6-20 LIGHTING CUT SHEETS 01/22/19 REVISED PER CITY REVIEW AJR 02/19/19 REVISED PER CITY REVIEW #2 AJR 03/26/19 REVISED PER CITY REVIEW #4 AJR SANITARY SEWER STRUCTURE SCHEDULE STRUCTURE NO. S-1 S-2 S-3 S-4 S-5 S-6 S-7 STRUCTURE TYPE SW-301 SW-301 SW-301 SW-301 SW-301 SW-301 SW-301 STRUCTURE SIZE (In) 48 Ø 48 Ø 48 Ø 48 Ø 48 Ø 48 Ø 48 Ø STRUCTURE MATERIAL RC RC RC RC RC RC RC CASTING SW-601 TYPE B SW-601 TYPE B SW-601 TYPE B SW-601 TYPE B SW-601 TYPE B SW-601 TYPE B SW-601 TYPE B PAY HEIGHT LN FT 18.85 13.71 9.44 9.73 7.82 6.54 5.00 TOP OF CASTING ELEVATION 1019.02 1015.10 1012.14 1013.07 1011.59 1012.16 1014.07 INVERT ELEVATION 1000.17 1001.39 1002.70 1003.34 1003.77 1005.62 1009.07 PIPE NO. SP-1 SP-2 SP-3 SP-4 SP-5 SP-6 SP-7 STORM DRAIN APRON SCHEDULE APRON NO. FES-1 FES-25A FES-25B FES-30 FES-40 FES-51 FES-60 FES-61 FES-66 FES-71 APRON SIZE (in) 48 15 15 24 30 24 24 24 18 42 APRON MATERIAL RC RC RC RC RC RC RC RC RC RC INVERT ELEVATION 996.50 1013.85 1013.49 1008.00 1001.00 1003.50 1003.31 1003.50 1012.30 995.00 PIPE NO. P-1 P-25 P-25 P-30 P-40 P-51 P-60 P-61A P-66A P-71A RIP RAP DIMENSIONS LENGTH (ft) WIDTH (ft) DEPTH (in)TONNAGE REVETMENT STONE CLASS 30 12 18 28 CLASS E 10 5 18 4 CLASS E 10 5 18 4 CLASS E 12 6 18 6 CLASS E 20 12 18 6 CLASS E 12 6 18 6 CLASS E 20 12 18 18 CLASS E 12 6 18 6 CLASS E 12 6 18 6 CLASS E 0 0 0 0 N / A 19 16 18 24 CLASS E EX-STUB SANITARY SEWER PIPE SCHEDULE PIPE NO. SP-1 SP-1A SP-2 SP-2A SP-3 SP-4 SP-4A SP-4B SP-5 SP-5A SP-6 SP-7 SP-7A DRAIN FROM S-1 S-2 S-3 S-4 S-5 S-6 S-7 INLET ELEVATION 1000.17 1000.50 1001.39 1009.02 1002.70 1003.34 1003.91 1009.00 1003.77 1003.27 1005.62 1009.07 1009.54 DRAIN TO S-1 S-1 S-2 S-3 S-4 S-4 S-3 S-3 S-5 S-6 S-7 OUTLET ELEVATION 999.22 1000.00 1000.27 1008.17 1001.49 1002.92 1003.44 1006.04 1002.80 1002.80 1003.87 1007.12 1009.17 PIPE SIZE 8" 6" 8" 6" 8" 8" 6" 6" 8" 6" 8" 6" 6" PIPE CLASS SDR-26 SDR-26 SDR-26 SDR-26 SDR-26 SDR-26 SDR-26 SDR-26 SDR-26 SDR-26 SDR-26 SDR-26 SDR-26 PIPE GRADE 0.40% 2.00% 0.40% 2.00% 0.40% 0.40% 1.10% 4.00% 0.40% 1.10% 0.72% 1.05% 1.05% PIPE LENGTH (FT) 239 25 281 43 301 106 43 74 244 43 244 187 35 PLUG PLUG BLDG PLUG PLUG BLDG SP-1 STORM DRAIN SCHEDULE STRUCTURE NO. A-1 A-2 A-3 A-4 A-5 A-6 A-7 A-8 A-9 A-10 A-11 A-12 A-13 A-14 A-15 A-16 A-17 A-18 A-19 A-20 A-21 A-22 A-23 A-24 A-26 A-27 A-28 A-29 A-29A A-30 A-31 A-32 A-33 A-34 A-35 A-40 A-41 A-42 A-51 A-52 A-53 A-53A A-54 A-55 A-56 A-57 A-58 A-59 A-61 A-65 A-66 A-70 A-71 STRUCTURE TYPE SW-401 SW-401 SW-401 SW-401 SW-401 SW-401 SW-401 SW-401 SW-401 SW-401 SW-401 SW-512 SW-501 SW-501 SW-401 SW-502 SW-401 SW-401 SW-501 SW-501 SW-501 SW-501 SW-501 SW-512 SW-401 SW-401 SW-401 SW-401 SW-512 SW-401 SW-501 SW-501 SW-401 SW-501 SW-501 SW-401 SW-401 SW-401 SW-401 SW-401 SW-401 SW-512 SW-501 SW-501 SW-401 SW-501 SW-501 SW-501 SW-401 SW-401 SW-401 SW-401 SW-401 STRUCTURE SIZE (In) 96 Ø 72 Ø 84 Ø 72 Ø 72 Ø 84 Ø 60 Ø 60 Ø 60 Ø 60 Ø 60 Ø 24 Ø 24 x 36 24 x 36 48 Ø 48 Ø 48 Ø 48 Ø 24 x 36 24 x 36 24 x 36 24 x 36 24 x 36 24 Ø 48 Ø 48 Ø 48 Ø 48 Ø 24 Ø 48 Ø 24 x 36 24 x 36 48 Ø 24 x 36 24 x 36 60 Ø 60 Ø 48 Ø 48 Ø 60 Ø 48 Ø 24 Ø 24 x 36 24 x 36 48 Ø 24 x 36 24 x 36 24 x 36 48 Ø 60 Ø 48 Ø 96 Ø 72 Ø STRUCTURE MATERIAL RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC RC CASTING SW-602 TYPE E SW-602 TYPE E SW-602 TYPE E SW-603 TYPE R SW-603 TYPE R SW-604-TYPE 5 SW-603 TYPE R SW-603 TYPE R SW-603 TYPE R SW-603 TYPE R SW-604 TYPE 4B SW-604 TYPE 4B SW-603 TYPE R SW-603 TYPE R SW-603 TYPE R SW-603 TYPE R SW-604-TYPE 5 SW-604-TYPE 5 SW-603 TYPE R SW-603 TYPE R SW-603 TYPE R SW-603 TYPE R SW-603 TYPE R SW-604-TYPE 5 SW-604 TYPE 4B SW-604 TYPE 4B SW-604 TYPE 4B SW-604 TYPE 4B SW-604 TYPE 4B SW-603 TYPE R SW-603 TYPE R SW-603 TYPE R SW-602 TYPE E SW-603 TYPE R SW-603 TYPE R SW-604 TYPE 4B SW-604 TYPE 4B SEE DETAIL SW-602 TYPE E SW-602 TYPE E SW-604-TYPE 5 SW-604-TYPE 4B SW-603 TYPE R SW-603 TYPE R SW-604 TYPE 5 SW-603 TYPE R SW-603 TYPE R SW-603 TYPE R SEE DETAIL SW-602 TYPE E SW-602 TYPE E SW-602 TYPE E SEE DETAIL PAY HEIGHT LN FT 16.12 12.22 12.47 11.51 10.46 5.28 6.54 5.88 5.25 5.00 4.34 3.50 6.66 6.92 6.32 6.08 3.67 2.57 3.04 4.35 4.00 4.75 3.48 3.26 5.39 6.03 5.87 5.62 5.56 4.50 4.93 4.59 5.23 3.71 3.36 10.72 9.70 5.19 7.90 4.83 4.28 6.09 3.84 3.50 3.25 2.66 3.31 2.97 4.68 5.07 3.79 8.62 9.00 * TOP OF CASTING ELEVATION 1013.61 1013.25 1013.92 1013.36 1013.34 1010.00 1011.97 1012.15 1012.35 1012.35 1012.62 1012.62 1015.24 1015.74 1015.41 1015.41 1013.38 1013.20 1014.14 1017.19 1017.18 1011.46 1011.46 1010.26 1011.59 1013.08 1013.48 1013.80 1014.30 1014.46 1019.73 1019.73 1020.84 1020.40 1020.40 1012.55 1014.02 1009.94 1012.61 1012.48 1012.55 1015.97 1012.53 1012.53 1013.05 1013.81 1011.13 1011.13 1008.03 1015.19 1014.63 1003.96 1006.56 INVERT ELEVATION 997.49 1001.03 1001.45 1001.85 1002.88 1004.72 1005.43 1006.27 1007.10 1007.35 1008.28 1009.12 1008.58 1008.82 1009.09 1009.33 1009.71 1010.63 1011.10 1012.84 1013.18 1006.71 1007.98 1007.00 1006.20 1007.05 1007.61 1008.18 1008.75 1009.96 1014.80 1015.14 1015.61 1016.69 1017.04 1001.83 1004.33 1004.75 1004.71 1007.65 1008.27 1009.88 1008.69 1009.03 1009.80 1011.15 1007.82 1008.16 1003.35 1010.12 1010.84 995.34 997.56 OUTLET PIPE P-1 P-2 P-3 P-4 P-5 P-6 P-7 P-8 P-9 P-10 P-11 P-12 P-13 P-14 P-15 P-16 P-17 P-18 P-19 P-20 P-21 P-22 P-23 P-24 P-26 P-27 P-28 P-29 P-29A P-30 P-31 P-32 P-33 P-34 P-35 P-40 P-41 P-42 P-51 P-52 P-53 P-53A P-54 P-55 P-56 P-57 P-58 P-59 P-60 P-65 P-66 P-70 P-71 WALL 42 RC AND WALL 995.25 P-70 22306 UTILITY (1 OF 3) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY UTILITY SCHEDULES C0-21 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C0-21 UTILITY SCHEDULES ---- ---- C0-21 WAUKEE IOWA *FOR ALL STRUCTURES WITHIN CURB AND GUTTER TOP OF CASTING ELEVATION REFERS TO TOP BACK OF CURB AND NOT GUTTER LINE. **DENOTES AN INLET STRUCTURE IN GRASSED AREA. REQUIRES RIP RAP PLACED AROUND INLET IN 3' DIAMETER. 01/22/19 REVISED PER CITY REVIEW AJR ** ** ** ** ** ** ** 02/19/19 REVISED PER CITY REVIEW #2 AJR 03/05/19 REVISED PER CITY REVIEW #3 AJR 03/26/19 REVISED PER CITY REVIEW #4 AJR 22306 DETAILS DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY SITE DETAILS C0-30 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C0-30 SITE DETAILS ---- ---- C0-30 WAUKEE IOWA 01/22/19 REVISED PER CITY REVIEW AJR 22306 DETAILS DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY SITE DETAILS C0-31 - --- -- -- 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C0-31 SITE DETAILS ---- ---- C0-31 WAUKEE IOWA 01/22/19 REVISED PER CITY REVIEW AJR 03/26/19 REVISED PER CITY REVIEW #4 AJR PRECAST TOP ADJUSTMENT RINGS BASE SQUARE EDGE STEPS (TYP.) #4 BARS @ 12'' O.C. EACH WAY SECTION A-A TYPICAL SECTION 72" Ø 4"8" NTS A-71 OUTLET CONTROL STRUCTURE SW-602 TYPE E CASTING RIM=1004.00 AANWL = 1001.00 TOP = 1002.00 (P-71) 42" RCP I=1000.50 (P-71A) 42" RCP I=998.00 PRECAST TOP ADJUSTMENT RINGS BASE STEPS (TYP.) #4 BARS @ 12'' O.C. EACH WAY SECTION A-A TYPICAL SECTION 48" Ø 4" NTS A-61 OUTLET CONTROL STRUCTURE SW-602 TYPE E CASTING RIM=1008.03 BOT WEIR = 1003.50 TOP WEIR = 1004.10 (P-61) 24" RCP I=1003.35 (P-61A) 24" RCP I=1003.45 AAFILL IN THIS SIDE OF WEIR WITH CONCRETE. SLOPE TOP FROM BOTTOM OF WEIR TO OUTLET PIPE ° PRECAST CONCRETE WEIR PRECAST CONCRETE WEIR BOT MH = 1003.50 01/22/19 REVISED PER CITY REVIEW AJR 22306 DETAILS DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY SITE DETAILS C0-32 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C0-32 SITE DETAILS ---- ---- C0-32 WAUKEE IOWA 02/19/19 REVISED PER CITY REVIEW #2 AJR 03/26/19 REVISED PER CITY REVIEW #4 AJR CONCRETE SLAB (MIN 4000 PSI) AGGREGATE BASE 6"4"COMPACTED SUBGRADE CONCRETE PAVEMENT NTS IDOT MODIFIED GRADATION 14 STANDARD ST120 CONCRETE SLAB (MIN 4000 PSI) AGGREGATE BASE 7"4"COMPACTED SUBGRADE CONCRETE PAVEMENT NTS12"IDOT MODIFIED GRADATION 14 HEAVY DUTY ST125 CONCRETE SLAB (MIN 4000 PSI) AGGREGATE BASE 4"4"COMPACTED SUBGRADE CONCRETE WALK NTS IDOT MODIFIED GRADATION 14 ST160 ST160NTS CONCRETE WALK SECTION TURN DOWN AGGREGATE BASE AS CURB FOUNDATION 6" AGGREGAT BASE SEE PLAN (2) #5 REBAR CONTINUOUS 12" COMPACTED SUBGRADE6"12"6"12" NTS STOP BAR STRIPING NOTE: ALL PAINT USED FOR STRIPING SHALL CONFORM TO STANDARD IDOT REQUIREMENTS, COLOR SHALL BE BRIGHT YELLOW NTS DIRECTIONAL ARROW STRIPING NOTE: ALL PAINT USED FOR STRIPING SHALL CONFORM TO STANDARD IDOT REQUIREMENTS, COLOR SHALL BE BRIGHT YELLOW℄ TRAFFIC LANEX'2 (X')X' FACE OF CURB OR END OF DRIVE LANE 2'-6"3'-0"1'-8" 3'-8" 1'-0" TYP 12'-0"2'-0"1'-0"6'-0"1'-0"734"8"814"8"1'-4"1'-0"1'-8"1'-0" TYP 1'-0" TYP3'-0"11'-0" 1'-0"8"1'-0"4"6"1'-0"6"4"1'-0"8"1'-0"4"1'-0"1'-8" NTS CROSSWALK STRIPING 24" (TYP) 24" SPACING (TYP) NOTE: ALL PAINT USED FOR STRIPING SHALL CONFORM TO STANDARD IDOT REQUIREMENTS, COLOR SHALL BE BRIGHT YELLOW6'8"18"6"13 12"6" 3 1 R3" R12" R3" HORIZONTAL LINE7"2 NOTES: LONGITUDINAL JOINT WHEN ADJACENT TO RIGID PAVEMENT OR BASE. SLOPE 0.06FT/FT NORMAL, UNLESS OTHERWISE SPECIFIED. IF A DIFFERENT GUTTER SLOPE IS PERMITTED, THE FORM MAY BE TILTED. CONCRETE TO BE PORTLAND CEMENT CONCRETE (PCC) AND SHALL COMPLY WITH IOWA DOT SECTION 2301 AND MATERIALS I.M. 529 DO NOT INSTALL 6" BARRIER PORTION OF CURB WHERE ZERO-HEIGHT CURB IS CALLED OUT ON THE PLANS. FOLLOW NOTE 2 FOR SLOPING OF ZERO-HEIGHT CURB. 1 2 1 6" CURB & GUTTER NTS ST206 SECTION TO MATCH STANDARD CURB SHOE ROTATED TO DRAIN SLOPE TO DRAIN 2.0% (TYP) MATCH CURB & GUTTER SECTION SEE DETAIL 7"2' REVERSE PITCH CURB NTS 2"6"2"COMPACTED SUBGRADE AGGREGATE BASE IDOT MODIFIED GRADATION 14 BITUMINOUS NON-WEAR COURSE BITUMINOUS WEAR COURSE STANDARD BITUMINOUS PAVEMENT NTS ST110 2 1/2"10"2 1/2"COMPACTED SUBGRADE AGGREGATE BASE IDOT MODIFIED GRADATION 14 BITUMINOUS NON-WEAR COURSE BITUMINOUS WEAR COURSE BITUMINOUS PAVEMENT NTS HEAVY DUTY ST115 ** BID ALTERNATE 1 ** ** BID ALTERNATE 1 ** 3 NOTE: BITUMINOUS PAVEMENT SECTIONS ARE DESIGNED TO BE STRUCTURAL EQUIVALENTS TO THE PROVIDED CONCRETE PAVEMENT SECTIONS. SEE GEOTECHNICAL REPORT FOR MORE INFORMATION ON PAVEMENT SECTION DESIGN NOTE: BITUMINOUS PAVEMENT SECTIONS ARE DESIGNED TO BE STRUCTURAL EQUIVALENTS TO THE PROVIDED CONCRETE PAVEMENT SECTIONS. SEE GEOTECHNICAL REPORT FOR MORE INFORMATION ON PAVEMENT SECTION DESIGN 12"12"12"12"12"CONCRETE SLAB (MIN 4000 PSI) AGGREGATE BASE 10"6"COMPACTED SUBGRADE CONCRETE PAVEMENT NTS12"IDOT MODIFIED GRADATION 14 KETTLESTONE ROW ST125 22306 DETAILS DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY SITE DETAILS C0-33 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C0-33 SITE DETAILS ---- ---- C0-33 WAUKEE IOWA 12/20/18 ISSUE FOR PERMIT AJR 01/22/19 REVISED PER CITY REVIEW AJR 02/19/19 REVISED PER CITY REVIEW #2 AJR 03/05/19 REVISED PER CITY REVIEW #3 AJR 6' (SEE PLANS FOR LOCATIONS)5' ON FOOTING12"Ø ON POSTS TOP RAIL SIZED PER MANUFACTURER'S RECOMMENDATION #9 GUAGE GALVANIZED STEEL CORE CHAINLINK FABRIC WITH POLYMER BLACK COATING TERMINAL POST 4" O.D. SCHEDULE 40 PIPE GATE POST 4" O.D. SCHEDULE 40 PIPE LINE POST 3" O.D. SCHEDULE 40 PIPE MIDDLE RAIL SIZED PER MANUFACTURER'S RECOMMENDATION STRETCHER BAR RAIL SIZED PER MANUFACTURER'S RECOMMENDATION 6" THICK CONC. CONCRETE FOOTING GRADE .SHALL BE NO MORE THAN 2" CLEARANCE FROM GROUND TO BOTTOM RAIL BOTTOM OF FENCING TO BE KNUCKLED 6' TALL CHAIN LINK FENCE DETAIL N.T.S 10' (TYP)2'(TYP)8' (TYP)20' (TYP)ACCESSIBLE PARKING AREA NTS PM300 HANDICAPPED PARKING SIGN WHICH MEETS A.D.A. AND STATE OF IOWA REQUIREMENTS 3" GALV STEEL POST 6"Ø GALV STD STEEL PIPE FILL W/ CONCRETE FINISHED GRADE2.5'4'3.5'6"5'CONCRETE FOOTING 1 2"x8" STEEL BAR THRU POST 1.5'1" SLOPEPM112NTS ACCESSIBLE PARKING SIGN POST TYPE 2 LT103NTS LIGHT POLE BASE SECTION ROUND(SEE SHEET C6-10)6'-6"2'-6"9'LIGHT POLE 4 GALVANIZED STEEL ANCHOR BOLTS USE 30" SONOTUBE FORM 4-#6'S VERT W/#4 TIES @ 12 OC 30"Ø CONC PIER FTG 3 4"Ø CONDUIT NOTES: 1.LIGHT POLE BASE INSTALLED AND PROVIDED BY ELECTRICAL CONTRACTOR 2.WHERE LIGHT POLES ARE BEHIND CURB KEEP 2'-6" OF SEPARATION FROM BACK OF CURB TO EDGE OF FOOTING 3.PAINT FOUNDATION ABOVE GROUND YELLOW WHEN IN PAVEMENT AREA. POLE BASES WITHIN ISLANDS AND BEHIND CURB & GUTTER DO NOT NEED TO BE PAINTED.4'3'1'24" DIA x 4' DEEP CONC PLUG CONC FILL 24" LD100NTS TYPICAL BOLLARD 6"Ø STAINLESS STEEL BOLLARD. ALL EXTERIOR BOLLARDS TO HAVE YELLOW IDEAL SHIELD (1/8") 6" BOLLARD COVER NTS STOP SIGN STOP CURB GRASS6'-0"3'-6"OR TO MINIMUM FROSTDEPTH IF GREATER1'-0" ST280NTS STORM OUTLET CURB CUT 2 (CC-2) 3' 3' 3' BACK OF CURB BACK OF CURB LEVEL WITH GUTTER LINE TRANSITION BACK OF CURB DOWN CATEGORY 3 TURF REINFORCEMENT MAT INSTALL PER MANUFACTURE'S INSTRUCTIONS GUTTER LINE ANCHOR EDGE 6" MIN, STAPLE EVERY 2' FT (TYP, SEE EDGE ANCHOR DETAIL) EDGE ANCHOR DETAIL 6"6"CATEGORY 3 TURF REINFORCMENT MAT NOTES: GRADE BEHIND CURB TO BE LEFT 2" LOWER THAN FLOW LINE TO ALLOW ROOM FOR TURF REINFORCEMENT MAT AND FOR GRASS TO NOT OBSTRUCT FLOW CURB CUT 1 (CC-1) STORM OUTLET NTS ST280 3'3'3' 4" WHITE PARKING STRIPING (TYP) ACCESSIBLE PARKING STRIPING SYBMOL (TYP) 4" DIAGONAL WHITE PARKING STRIPING (TYP) (2) ACCESSIBLE PARKING SIGNS (2) ACCESSIBLE PARKING SIGNS R1-1 (24" x 24") ASTM TYPE IX DIAMOND GRADE SHEETING RE-ROLLED RAIL STEEL OR COMPARABLE NEW BILLET STEEL MEETING REQUIREMENTS OF ASTM A499, GR 60 3 LB/FT RISER AND STUB POST BACK OF CURBBACK OF CURB LEVEL WITH GUTTER LINE TRANSITION CURB TYPE 3 TURF REINFORCEMENT MAT INSTALL PER MANUFACTURE'S INSTRUCTIONS GUTTER LINE ANCHOR EDGE 6" MIN, STAPLE EVERY 2' FT (TYP, SEE EDGE ANCHOR DETAIL) BACK OF CURB TYPE 3 TURF REINFORCEMENT MAT INSTALL PER MANUFACTURE'S INSTRUCTIONS GUTTER LINE ANCHOR EDGE 6" MIN, STAPLE EVERY 2' FT (TYP, SEE EDGE ANCHOR DETAIL) NOTES: GRADE BEHIND CURB TO BE LEFT 2" LOWER THAN FLOW LINE TO ALLOW ROOM FOR TURF REINFORCEMENT MAT AND FOR GRASS TO NOT OBSTRUCT FLOW BACK OF CURB LEVEL WITH GUTTER LINE TRANSITION CURB TRANSITION CURB 1' 1' 1' ST280NTS STORM OUTLET CURB CUT 3 (CC-3) 22306 DETAILS DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY SITE DETAILS C0-34 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C0-34 SITE DETAILS ---- ---- C0-34 WAUKEE IOWA 01/22/19 REVISED PER CITY REVIEW AJR 02/19/19 REVISED PER CITY REVIEW #2 AJR 1116" 1 4" TYPICAL 1" SQ PICKET GATE UPRIGHT 2" SQ WELD ON BOX HINGE 3 116" 4 Varies with Height 6' 4.5' 3" (LATCH CLEARANCE)4'2" (HINGE CLEARANCE) 18" Nom. 6" 14' WIDE IRON WORLD ABERDEEN GATE - 6' HEIGHT NTS 6' HIGH - 4' WIDE DECORATIVE SWING GATE NTS NOTE: PUSH BAR GATE LATCH - CONTRACTOR TO PROVIDE PRODUCT AND INSTALLATION METHOD FOR REVIEW AND APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO FABRICATION 6" SQ X 3/16" WALL 2" SQ X 14 GA AVAILABLE CUSTOM HEIGHTS NOM HEIGHT (A) 3' - 0" 3' - 6" 4' - 0" 5' - 0" 6' - 0" 7' - 0" 8' - 0" 4" SQ X 11 GA 3" SQ X 12 GA 2 1/2" SQ X 12 OR 14 GA POST OPTION (C) FENCE SECTIONS USING 1" PICKETS WILL TOTAL 18 PICKETS PER SECTION. 4. FOOTING WIDTH TO BE (4) X POST WIDTH. 5. FENCE SECTIONS USING 3/4" PICKETS WILL TOTAL 19 PICKETS PER SECTION. 3. SPECIFICATIONS SHOWN CAN BE CHANGED ONLY BY THE MANUFACTURER.. REFERENCE NUMBER 2812-073. 2. DO NOT SCALE DRAWINGS. NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 6. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info POST TOPRAIL BRACKET 1 3/8" X 1 1/2" U-CHANNEL RAIL SQ. PICKET "D" SQ. POST "C" INDUSTRIAL DRIVE RIVET NOT TO SCALE E = 150" POST LENGTH D = 3/4" PICKET SIZE 16 GAUGE C = 3" POST SIZE 12 GAUGE B = 96" SECTION LENGTH A = 72" HEIGHT F = 93" FACE TO FACE OF POSTS W/ STD. FLAT MOUNT BRACKETBAR SOLID OR 3/4" PICKET OPTION (D) 3/4" SQ OR 1" SQ 18 GA 14 GA 16 GA "F" FACE TO FACE "B" NOMINAL CENTER TO CENTER 3 - 13/16"3 - 15/16"3 - 7/8"2"6""A""E"5. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. NOTES: 2. DO NOT SCALE DRAWINGS. REFERENCE NUMBER 2812-018. 3. SPECIFICATIONS SHOWN CAN BE CHANGED ONLY BY THE MANUFACTURER. 4. FOOTING WIDTH TO BE (4) X POST WIDTH. NOT TO SCALE POST OPTION (C) 4" SQ X 11 GA 8' - 0" 7' - 0" 6' - 0" 5' - 0" 4' - 0" 3' - 6" 3' - 0" NOM HEIGHT (A) A = 72" NOM HEIGHT B = 96" FACE TO FACE OF POSTS C = 4" POST SIZE 11 GAUGE D = 150" POST LENGTH E = 1" PICKET SIZE 18 GAUGE CUSTOM HEIGHTS AVAILABLE ALUMINUM TRACK TRUCK ASSEMBLY 2" SQUARE ALUMINUM UPRIGHT TRUSS CABLE A "A""D"4" SQUARE POST "C" 2" SQUARE ALUMINUM UPRIGHT 2" SQUARE ALUMINUM BOTTOM RAIL 4" TYP. 2" SQUARE ALUMINUM UPRIGHT GUIDE ROLLER ASSEMBLY 3" NOM.POST TOP L OVERHANG 2" SQUARE ALUMINUM UPRIGHT 1" SQUARE PICKET "E" KEEPER SECTION A OPENING OVERHANG 18 GA1" SQ PICKET OPTION (E) 6' IRON WORLD ABERDEEN FENCE NTS 6"12" 12" 12" LOCKABLE DROP ROD DROP ROD RECEPTACLE (PER MANUFACTURER'S RECOMMENDATION) PUSH BAR GATE LATCH W/ 2' x 4' PLATE 6' (SEE PLANS FOR LOCATIONS)5'18"Ø GRADE N.T.S 6' TALL - 4' WIDE CHAIN LINK SWING GATE DETAIL 4' GATE OPENING 18"Ø TIE WIRES @ 12" CENTERS (TYP.) PUSH BAR GATE LATCH W/ 2' x 4' PLATE 4"Ø GATE POST (TYP.) SHALL BE NO MORE THAN 1" CLEARANCE FROM GROUND TO BOTTOM RAIL CONCRETE FOOTING NOTES: 1.ALL POSTS AND RAILS TO HAVE A BLACK POLYMER COATING 2.INCLUDE A KNOX BOX WITH A KEY FOR FIRE DEPARTMENT ACCESS TO THE PADLOCK 6' (SEE PLANS FOR LOCATIONS)5'18"Ø GRADE SHALL BE NO MORE THAN 1" CLEARANCE FROM GROUND TO BOTTOM RAIL N.T.S 6' TALL - 16' WIDE CHAIN LINK SWING GATE DETAIL 16' GATE OPENING 4"Ø GATE POST (TYP.) CONCRETE FOOTING 18"Ø MIDDLE RAIL REQUIRED FOR 12' GATES ROLLER WHEEL REAR WHEEL WHEEL RAIL TRACK (TYP) (PER MANUFACTURER SPEFICIFACTIONS) STRONG ARM GATE LATCH 22306 DETAILS DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY SITE DETAILS C0-35 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C0-35 SITE DETAILS ---- ---- C0-35 WAUKEE IOWA 01/22/19 REVISED PER CITY REVIEW AJR 02/19/19 REVISED PER CITY REVIEW #2 AJR FILTRATION BASIN NTS SD800 FILTRATION BASIN CONSTRUCTION: A.Work Shall Include - All excavation and construction as outlined in the plans, specifications and details outlining the construction of the filtration basin. B.The Contractor shall maintain silt fence and construction fence around the perimeter of the filtration basin during all phases of construction. The filtration area must be staked off and marked to keep all construction traffic, equipment and material stockpiles out of the proposed filtration area. C.The Contractor shall ensure that the filtration basin is not used as a sediment trap during construction and that no runoff enters the basin prior to the completion of construction and complete stabilization of surrounding areas draining to the basin. D.Filtration basin shall be constructed at the end of the project after all areas surrounding it and draining into it have been constructed and fully stabilized, this includes the sanitary sewer. In order to avoid soil compaction in the basin no equipment shall be driven in the area of the basin prior to its construction, and when it is constructed only light earth moving equipment with tracks shall be used. E.After final grading the basin's floor shall be tilled to a depth of at least 6 inches to provide a well-aerated, porous surface. Smearing of the soil in the basin shall be avoided and if smearing does occur it shall be corrected by raking or retilling of the basin. F.Immediately following filtration basin construction, the entire basin shall be seeded and stabilized as indicated in the plans. Filtration basin MUST be fully stabilized prior to any upstream runoff being directed to basin. MAX 4H:1L SLOPE (TYP) BIORETENTION SOIL (WELL BLENDED MIXTURE,BY VOLUME): ·75 % HOMOGENOUS CONSTRUCTION SAND ·25 % NATIVE TOPSOIL BASIN SEEDING: Refer to Site Restoration Plan for basin seeding information.9"TO OUTLETFINISHED GRADE, REFER TO PLAN VIEW FOR DETAIL (SEE RESTORATION PLANS FOR SEEDING) GRASS PRETREATMENT (TYP) UNDISTURBED, NON-COMPACTED INSITU SOILS FILTRATION BASIN OUTLET STRUCTURE A-42 (SEE DETAIL) 3" DEPTH SHREDDED HARDWOOD MULCH 18" BIORETENTION SOIL AGGREGATE SUBBASE, 12" 1"-2" NOMINAL DIAMETER AGGREGATE IOWA DOT SECTION 4115 GRADATION NO. 3, CLASS 2 DURABILITY CRUSHED STONE, WASHED PERFORATED UNDERDRAIN OUTLET PIPE, 6" DIAMETER, SUDAS SECTION 4040, TYPE 1 CONTRACTOR TO INSURE POSITIVE DRAINAGE SECTION B-B 'B' 'B' 48"Ø STRUCTURE 67"Ø MIN. BASE SLAB 1/4" STEEL PLATE W/ 1/2"Ø HOLE FOR LOCK (SEE DETAIL) 1/4" STEEL PLATE W/ 1/2"Ø HOLE FOR LOCK (SEE DETAIL) ATTACH GRATE TO MANHOLE USING (4) 1/2"-13 UNC HEX HEAD SS BOLTS W/ NUTS & WASHERS 1/2"Ø CONTINUOUS HINGE BAR (WELD TO GALVANIZED SKIMMER GRATE) GALVANIZED 1/2" STEEL POND SKIMMER GRATE MANHOLE WALL GALVANIZED 1/2" STEEL POND SKIMMER GRATE 1/4" STEEL PLATE W/ 1/2"Ø HOLE FOR LOCK CONSTRUCTION NOTES: GRIND EXPOSED FIELD & SHOP WELD FLUSH WITH ADJACENT SURFACES. AFTER FABRICATION, GALVANIZE STRUCTURAL SHAPES AND MISC. ITEMS IN ACCORDANCE WITH ASTM A123. REPAIR DAMAGED & SCRATCHED GALVANIZED COATINGS AFTER INSTALLATION. TOP OF GRATE OUTLET BASIN BOTTOM STRUCTURE BOTTOM 48"Ø STRUCTURE 67"Ø MIN. BASE SLAB LOCK DETAILPLAN 'A''A' SECTION A-A 12" RCP OUTLET 1008.00' 1008.75' 1009.75' 1005.00' CULEX TYPE-I BLANKET MATTING (12" UP EACH SIDE SLOPE FOR STABILIZATION)18" 12" CHOKER AGGREGATE LAYER, 3" DEPTH OF 3 8" NOMINAL DIAMETER AGGREGATE IOWA DOT SECTION 4125 GRADATION NO. 21 FLAT BOTTOM (TYP), REFER TO GRADING PLAN NTS SIGMA MAXI 300 TRENCH DRAIN EROSION CONTROL BLANKET FOR ALL BIO-CELL AREAS (BIONET C700BN ROLLMAX OR APPROVED EQUAL) SD810NTS OUTLET STRUCTURE A-42NTS PROPOSED WET POND SUBGRADE 2' CLAY LINER EMERGENCY OVERFLOW 1005.50' (SEE PLAN FOR LOCATION)6"MINGRADE VARIES SEE PLAN PLACE (3) - ADDITIONAL #5 REINFORCING BARS AROUND PIPE PENETRATION SPACED @ 4" OC. ENSURE WATER TIGHT SEAL AROUND PIPE 10" #5 REINFORCING BARS @ 12 VERT. & HORIZ. CENTERED IN RETAINING WALL (ASTM A615, GRADE 60) 24" COMPACTED GRANULAR BASE 6' MAXLD500NTS RETAINING WALL SECTION 10" CONCRETE RETAINING WALL (4500 PSI COMPRESSIVE STRENGTH, 6% ± 1.5% AIR CONTENT, 0.55 WATER CEMENT RATIO) 4" PERFORATED SUBDRAIN AROUND WALL RIP-RAP (SEE SCHEDULES) #5 REINFORCING BARS @ 12 VERT. & HORIZ. CENTERED IN FOOTING (ASTM A615, GRADE 60) 10" CONCRETE RETAINING WALL (4500 PSI COMPRESSIVE STRENGTH, 6% ± 1.5% AIR CONTENT, 0.55 WATER CEMENT RATIO)2 : 1 COMPACTED GRANULAR FILL BEHIND RETAINING WALL NON-FROST SUSCEPTIBLE, FREE-DRAINING BACKFILL MIN. 24" BEHIND WALL P-70 - 42" RCP 2"2" 44"10"12"9"8" 22306 DETAILS DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY SITE DETAILS C0-36 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C0-36 SITE DETAILS ---- ---- C0-36 WAUKEE IOWA 01/22/19 REVISED PER CITY REVIEW AJR 03/05/19 REVISED PER CITY REVIEW #3 AJR 03/26/19 REVISED PER CITY REVIEW #4 AJR G G bush {Goodall, Charles F & Cheryl A Jtrs} {Oakleaf Properties Lc} {William C Knapp, Lc} INT E R S T A T E 8 0 {Oakleaf Properties Lc} SE KETTL E S T O N E B L V D 1005101010151020 1025 1004100410061007100810091011 1012101310141016101710181019 1021 1022 1 0 2 310241026 102 7 1030 1026 1027 1028 1029 101 0 1015 1020 1025 1030 10 1 1 10121013101410161017101810191021 1022 1023 1024 1026 1027 1028 1029 10101015 100610071008100910111012 1013 1014101610171018 1019 10001 0 0 5 1 0 1 0 1015 9989991001100210031003 1003100410 0 6 10 0 7 10 0 8 10 0 9 10111012101310141016 1017 1018 1005 10051010101010151004 10041006 1006100710 0 7 1008 10081009100910111011101210131014101610 1 7 AP GPP, LC (K-RR Zoning) Ingress/Egress Easement Per Book 2015, Page 15711 Ingress/Egress Easement Per Book 2015, Page 15711 Sanitary Sew e r E a s e m e n t Shown on Oa k l e a f P l a t 1 Sanitary Sewer EasementShown on Oakleaf Plat 1Ingress/Egress EasementPer Book 2015, Page 15711Public Sanita r y a n d Storm Sewer E a s e m e n t Per Book 201 7 P a g e 13000 Private Storm Sewer Easem e n t Per Book 201 7 Page 20607 22306 PRE SWPPP DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY PRE-CONSTRUCTION SWPPP C1-10 - AJR AJR JDF 11/20/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C1-10 PRE-CONSTRUCTION SWPPP ---- ---- C1-10 WAUKEE IOWA 0 SCALE IN FEET 80 160 EROSION CONTROL LEGEND SYMBOL ITEM NO.DESCRIPTION UNITS QUANTITY 9040-108-G-0 PERIMETER CONTROL LF 5,050 9040-108-O-0 STABILIZED CONSTRUCTION EXIT EACH 1 N / A EXISTING DRAINAGE ARROW PERIMETER CONTROL CAN BE SILT FENCE, SEDIMENT CONTROL LOG. QUANTITIES ARE FOR INFORMATIONAL PURPOSES TO MEET THE REQUIREMENTS OF THE CONSTRUCTION STORMWATER PERMIT. NO GUARANTEE IS MADE TO THE ACTUAL QUANTITIES REQUIRED. THE QUANTITIES SHOWN ARE TOTAL FOR THE ENTIRE PROJECT NOT SPECIFIC TO THIS SHEET. SEE SITE RESTORATION PLAN FOR FINAL TURF ESTABLISHMENT NOTE: SWPPP COVERAGE INCLUDES ELECTRIC, GAS, TELEPHONE, AND CABLE INSTALLATION. EACH COMPANY OR THEIR SUBCONTRACTOR IS RESPONSIBLE TO FOLLOW THE REQUIREMENTS OF THIS SWPPP INCLUDING PROVIDING THEIR OWN RESTORATION IF INSTALLATION OCCURS AFTER PRIMARY INSTALLATION OF SEEDING/SODDING/MULCHING DURING CONSTRUCTION OF EACH UTILITY. 12/13/18 REVISED PER COSESCO REVIEW AJR G G {Goodall, Charles F & Cheryl A Jtrs} {Oakleaf Properties Lc} {William C Knapp, Lc} INT E R S T A T E 8 0 {Oakleaf Properties Lc} SE KETTL E S T O N E B L V D 1005101010151020 1025 1004100410061007100810091011 1012101310141016101710181019 1021 1022 1 0 2 310241026 102 7 1025 1030 1026 1027 1028 1029 101 0 1015 1020 1025 1030 101 1 10121013101410161017101810191021 1022 1023 1024 1026 1027 1028 1029 10101015 100610071008100910111012 10131014101610171018 1019 10001 0 0 5 1 0 1 0 1015 9989991001100210031003 1003100410 0 6 10 0 7 10 0 8 10 0 9 10111012101310141016 1017 1018 1005 10051010101010151004 10041006 1006100710 0 7 100810081009100910111011101210131014101610 1 7 AP GPP, LC (K-RR Zoning) Ingress/Egress Easement Per Book 2015, Page 15711 Ingress/Egress Easement Per Book 2015, Page 15711 Sanitary Sew e r E a s e m e n t Shown on Oa k l e a f P l a t 1 Sanitary Sewer EasementShown on Oakleaf Plat 1Ingress/Egress EasementPer Book 2015, Page 15711Public Sanita r y a n d Storm Sewer E a s e m e n t Per Book 201 7 P a g e 13000 Private Storm Sewer Easem e n t Per Book 201 7 Page 20607 SUPER UNLEADED 8720,000 GAL.SUPER UNLEADED 8720,000 GAL.KEROSENE10,000 GAL.NON-OXY 8710,000 GAL.NON-OXY 9110,000 GAL.DIESEL FUEL10,000 GAL.SUPER UNLEADED 8720,000 GAL.PROP O S E D B UI L DI N G 187,8 3 4 S F F.F.E. = 1 0 1 5. 0' YARD 49,89 6 S F C-STORE 7,159 SF FFE = 1016.0'FLEET STREETFLEET STREE T N . FLEET STREET S. OUTLOT A OUTLOT B OUTLOT C OUTLOT D OUTLOT E OUTLOT F OUTLOT G LOT 1 10201016101710181019102110221021 10221023 1021102210221023102310201020101810181019101910161017 10151015 1013 1013 10131 0 1 3 1 0 1 4 10141014 10121012101310131013 1 0 1 3 10141011 1012 1013 101 4 10111011 10121012 1010 1011 1012 1012101310141005101010031004 100610071008 10091011101210131013 9959 9 5 100010 0 0 100510 05 101010 10101610171018 1010 101510151007100810091011101210131014 10101010 101510151020 10081008 10091009 101110111012 1012 1013 10131014 10141016 1017 10181019 1015 1012 1013 1014 1015101410141016101722306 SWPPP DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY PROPOSED SWPPP C1-20 - AJR AJR JDF 11/20/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C1-20 PROPOSED SWPPP ---- ---- C1-20 WAUKEE IOWA 0 SCALE IN FEET 80 160 EROSION CONTROL LEGEND SYMBOL ITEM NO.DESCRIPTION UNITS QUANTITY 9040-108-J-0 EROSION STONE (IDOT 4130.04) SEE DETAILS 9040.110 AND 9040.111 CY 185 9040-108-G-0 PERIMETER CONTROL LF 9,070 9040-108-T-0 EXISTING STORM DRAIN INLET PROTECTION EACH 4 9040-108-T-0 PROPOSED STORM DRAIN INLET PROTECTION EACH 40 9040-108-F-0 WATTLES LF 1,450 9040-108-O-0 STABILIZED CONSTRUCTION EXIT EACH 1 9040-108-E-0 EROSION CONTROL BLANKET (RECP TYPE 2.C)SY 19,370 11,050-108-A-0 CONCRETE WASHOUT AREA EA 1 9040-108-H-0 TEMPORARY EARTHEN DIVERSION STRUCTURE TYPE 3 (SEE DETAIL)LF 990 EXISTING DRAINAGE ARROW PROPOSED DRAINAGE ARROW PERIMETER CONTROL CAN BE SILT FENCE, SEDIMENT CONTROL LOG. QUANTITIES ARE FOR INFORMATIONAL PURPOSES TO MEET THE REQUIREMENTS OF THE CONSTRUCTION STORMWATER PERMIT. NO GUARANTEE IS MADE TO THE ACTUAL QUANTITIES REQUIRED. THE QUANTITIES SHOWN ARE TOTAL FOR THE ENTIRE PROJECT NOT SPECIFIC TO THIS SHEET. SEE SITE RESTORATION PLAN FOR FINAL TURF ESTABLISHMENT NOTE #1: SWPPP COVERAGE INCLUDES ELECTRIC, GAS, TELEPHONE, AND CABLE INSTALLATION. EACH COMPANY OR THEIR SUBCONTRACTOR IS RESPONSIBLE TO FOLLOW THE REQUIREMENTS OF THIS SWPPP INCLUDING PROVIDING THEIR OWN RESTORATION IF INSTALLATION OCCURS AFTER PRIMARY INSTALLATION OF SEEDING/SODDING/MULCHING DURING CONSTRUCTION OF EACH UTILITY. NOTE #2: SUDAS TYPE 4 SEED MIX TO BE USED FOR ALL TEMPORARY STABILIZATION (SUDAS 9010) SOD TO BE USED FOR ALL PERMANENT STABILIZATION (SUDAS 9020) TEMPORARY: 16.77 ACRES PERMANENT: 4.78 ACRES NOTE #3: ALL EXISTING DRAINTILES DISCOVERED DURING CONSTRUCTION SHALL BE EXTENDED AND CONNECTED TO THE NEAREST PROPOSED STORM STRUCTURE TO MAINTAIN EXISTING DRAINAGE PATTERNS. NOTE #4: BIO-CELL CONSTRUCTION: CARE SHALL BE TAKEN BY THE CONTRACTOR WHEN INSTALLING THE PROPOSED BIO-CELL. RIP-RAP SHALL BE INSTALLED AT THE UPSTREAM END AND WATTLES/SILT FENCE SHALL BE INSTALLED AT THE TOP OF THE EMBANKMENT TO PREVENT SEDIMENT ENTERING THE BIO-CELL. CONSIDER INSTALLING THE BIO-CELL AREA LAST AS PART OF THE DRAINAGE IMPROVEMENTS AND AFTER ALL UPSTREAM AREAS ARE STABILIZED WITH EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION. THE BIO-CELL SHALL REMAIN SEDIMENT FREE TO THE BEST EXTENT PRACTICAL. TOTAL DISTURBED AREA (1,624,913 SF 37.3 ACRES) PORTABLE TOILETS TEMPORARY AND PERMANENT BASIN A TEMPORARY AND PERMANENT BASIN B TEMPORARY PERFORATED RISER (SEE DETAIL) TEMPORARY PERFORATED RISER (SEE DETAIL) TEMPORARY BERM #2 TYPE 3 TO DIVERT DRAINAGE TO THE DETENTION BASIN 425 LF x 18" HEIGHT (SEE MAINTENANCE SCHEDULE FOR MORE INFORMATION) TEMPORARY BERM #1 TYPE 3 TO DIVERT DRAINAGE TO THE DETENTION BASIN 530 LF x 18" HEIGHT (SEE MAINTENANCE SCHEDULE FOR MORE INFORMATION) TOPSOIL STOCKPILE AREA SITE DISCHARGE LOCATION (DRAINS TO FOX CREEK WHICH IS ULTIMATELY TRIBUTARY TO SUGAR CREEK) SITE DISCHARGE LOCATION (DRAINS TO FOX CREEK WHICH IS ULTIMATELY TRIBUTARY TO SUGAR CREEK) DUMPSTER AREA CONSTRUCTION TRAILER CONCRETE WASHOUT EQUIPMENT AND MATERIALS STORAGE AREA RIPRAP RIPRAP RIPRAP RIPRAP RIPRAP RIPRAP RIPRAP RIPRAP SEE NOTE #4 FOR BIO-CELL CONSTRUCTION AND SCHEDULE 12/13/18 REVISED PER COSESCO REVIEW AJR 12/20/18 ISSUE FOR PERMIT AJR 12/27/18 REVISED PER COSESCO REVIEW AJR 03/26/19 REVISED PER CITY REVIEW #4 AJR 22306 SWPPP NOTES DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY SWPPP GENERAL INFORMATION AND NOTES C1-30 - AJR AJR JDF 11/20/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C1-30 SWPPP GENERAL INFORMATION AND NOTES ---- ---- C1-30 WAUKEE IOWAACTIVITYSCHEDULE Install all BMP's needed and associated with the Grading Phase such as stabilized construction entrances, silt basins, riser pipes, outlet pipes silt traps, silt fence, diversions, terraces, temporary berms, and etcetera. Prior to any stripping of existing vegetation or grading. Proceed with stripping of existing vegetation and grading in accordance with the grading plan, while disturbing no more than necessary. After Installing all BMP's needed and associated with the Grading Phase. Furthermore, INSPECTOR approval must be obtained before the start of any stripping of existing vegetation or grading. Proceed with infrastructure installation. Infrastructure installation must occur prior to any building construction. Care shall be taken by the CONTRACTOR when installing the proposed bio-cell. Rip-rap shall be installed at the upstream end and wattles/silt fence shall be installed at the top of the embankment to prevent sediment entering the bio-cell. Consider installing the bio-cell area last as part of the drainage improvements and all upstream areas shall be stabilized with erosion control measures prior to construction. Implement the installation of Temporary Seeding, Permanent Seeding, and/or Mulching. Proceed with removal of BMP's. BMP's may not be removed until each impacted drainage basin has been fully developed. Full development shall mean installation of pavement, buildings, and utilities, landscaping, and fully established permanent seeding. Furthermore, INSPECTOR approval must be obtained before the removal of any BMP's. CONSTRUCTION ACTIVITIES & SCHEDULING CONSTRUCTION ACTIVITY NOTES: EROSION PREVENTION: Construction of silt fence and all other erosion control measures shall be complete before other construction activity occurs. Use phased construction wherever practical and establish turf as soon as possible to minimize sediment transport. Turf establishment or temporary seeding or mulching of all exposed soil not being actively worked should be immediately initiated once earth disturbing activities have ceased. Temporary cover during construction is incidental. Pipe outlets must be provided with temporary or permanent energy dissipation within 24 hours after connection to a surface water. SEDIMENT CONTROL PRACTICES: Construction of silt fence and all other erosion control measures shall be complete prior to land disturbing activities occur. Inlet erosion protection shall be installed and maintained until turf has been established. The contractor shall be responsible to control erosion from leaving the construction zone. All eroded material that leaves the construction zone shall be collected by the contractor and returned to the site at the contractor's expense. All streets must be swept at the end of each working day and prior to a rain event. Silt fence or other effective erosion control measures must be installed around the perimeter of any soil stockpiles, including temporary stockpiles. Stockpiles cannot be placed in surface waters, including storm water conveyances such as curb and gutter systems, or conduits and ditches. Perimeter control shall be installed along the back of curb immediately following curb installation at all locations with positive drainage to parking lot and/or streets, and shall remain until stabilization is achieved. This shall be accomplished through the use of silt fence, biorolls, Rock logs, or other methods approved by the Engineer. CONSTRUCTION ACTIVITY NOTES: DEWATERING AND BASIN DRAINING: Dewater sediment-laden water to sedimentation basins if possible, or use other BMP's to prevent erosion and remove sediment when discharging to surface waters. Use appropriate energy dissipation measures on all discharges. Dewatering practices cannot cause nuisance conditions, erosion or in receiving channels or inundation of wetlands resulting in adverse impacts. POLLUTION PREVENTION: All solid waste collected from the construction site must be disposed in accordance with all applicable regulations. All hazardous materials (oil, gasoline, fuel, paint, etc) must be properly stored to prevent spills, leaks or other discharge, storage areas shall provide secondary containment and a hazardous materials spill kit. Storage and disposal of hazardous waste must be in compliance with all applicable regulations. Equipment maintenance areas must be limited to a defined area of the site. All runoff containing any hazardous material must be properly collected and disposed. No engine degreasing shall be allowed on site. The contractor is responsible for monitoring air pollution and ensuring it does not exceed levels set by local, state, or federal regulations. This includes dust created by work being performed on the site. Air pollution and dust control correction is considered incidental to the unit bid prices for which work is being performed. Additional dust control measures may be required by the Engineer. Concrete washout onsite: All liquid waste generated by concrete washout operations must be contained in a leak-proof containment facility or impermeable liner. The liquid waste must not contact the ground, and there must not be runoff from the concrete washout operations or areas. A sign must be installed adjacent to each washout facility to inform concrete equipment operators to utilize the proper facilities. INSPECTION AND MAINTENANCE: The Permittees must routinely inspect the construction site once every seven (7) days during active construction. All inspections performed during construction must be recorded and records retained with the SWPPP. Contractor is responsible for keeping a record of all rainfall information & erosion control maintenance until final establishment of turf. All silt fences must be repaired, replaced, or supplemented when they become nonfunctional or the sediment reaches 12 of the height of the fence. Erosion control, and other BMP's must be replaced, repaired, or supplemented when they reach 50% design load. FINAL STABILIZATION: The Permittees must ensure final stabilization of the site. The Permittees must submit a notice of termination within 30 days after final stabilization is complete or control has been passed to another owner. All temporary erosion control measures and BMP's must be removed as part of the final site stabilization. The storm water permit further defines final stabilization and its requirements. MAINTENANCE SCHEDULE The following Maintenance Schedule has been provided. The INSPECTOR must perform the inspections. The OPERATOR/CONTRACTOR must perform all needed maintenance. Furthermore, all erosion control feature requiring maintenance may not be listed below. The OPERATOR/CONTRACTOR and INSPECTOR must perform their respective duties on all BMP's that are not listed below as well. 1.Construction Entrance - The entrance shall be maintained in a condition which will prevent tracking or flow of sediment onto public rights-of-way. This may require periodic top dressing with additional stone or the washing and reworking of existing stone as conditions demand and repair and/or cleanout of any structures used to trap sediment. All materials spilled, dropped, washed, or materials dropped, washed or tracked onto roadways will not be permitted under any circumstances. 2.Wattles - The maintenance measures are as follows: (2.1) wattles shall be inspected weekly; (2.2) close attention shall be paid to the repair of damaged bales, end runs and undercutting beneath bales; (2.3) necessary repairs to barriers or replacement of wattles shall be accomplished promptly; (2.4) sediment deposits shall be removed after each rainfall, they must be removed when the level of deposition reaches approximately one-half the height of the wattle; and (2.5) any sediment deposits remaining in place after the wattle is no longer required shall be dressed to conform to the existing grade, prepared and seeded. 3.Silt Fence - The maintenance measures are as follows; (3.1) silt fences shall be inspected weekly, any required repairs shall be made immediately; (3.2) close attention shall be paid to the repair of damaged silt fence resulting from end runs and undercutting; (3.3) should the fabric on a silt fence decompose or become ineffective prior to the end of the expected usable life and the barrier is still necessary, the fabric shall be replaced promptly; (3.4) sediment deposits must be removed when the level of deposition reaches approximately one-half the height of the barrier; and (3.5) any sediment deposits remaining in place after the silt fence is no longer required shall be dressed to conform to the existing grade, prepared and seeded. 4.Storm Drain Inlet Protection - The maintenance measures are as follows: (4.1) structures shall be inspected weekly and repairs made as necessary and (4.2) structures shall be removed and the area stabilized when the remaining drainage area has been properly stabilized. 5.Temporary Seeding - Areas which fail to establish vegetative cover adequate to prevent rill erosion will be re-seeded as soon as such areas are identified. 6.Permanent Seeding - The maintenance measures are as follows: (10.1) in general, a stand of vegetation cannot be determined to be fully established until it has been maintained for one full year after planning; (10.2) new seedlings shall be supplied with adequate moisture, supply water as needed, especially late in the season, in abnormally hot or dry conditions, or on adverse sites, water applications shall be controlled to prevent excessive runoff; (10.3) inspect all seeded areas for failures and make necessary repairs, replacements, and reseedings within the planting season, if possible; [10.3.a] if stand is inadequate for erosion control, over seed and fertilize using half of the rates originally specified; [10.3.b] if stand is 60% damaged, re-establish following seedbed and seeding recommendations; [10.3.c] if stand has less than 40% cover, re-evaluate choice of plant materials and quantities of lime and fertilizer, the soil must be tested to determine if acidity or nutrient imbalances are responsible, re-establish the stand following seedbed and seeding recommendations. 7.Street Cleaning / Sweeping - The maintenance measures are as follows: (13.1) evaluate access points daily for sediment tracking; (13.2) when tracked or spilled sediment is found on paved surfaces, it will be removed daily, during times of heavy track-out, such as during rains, cleaning may be done several times throughout the day; (13.3) all streets shall be swept at the end of each working day and prior to a rain event; (13.4) unknown spills or objects will not be mixed with the sediment; and (13.5) if sediment is mixed with other pollutants, it will be disposed of properly at an authorized landfill. 8.Temporary berms #1 and #2 -The temporary berms shall be monitored for erosion and corrections shall be done as necessary. Upon sub-grading for the proposed concrete pavement where temporary berm #1 is located, stabilization of the embankment down slope must be complete prior to removal of the berm. Temporary berm #2 will remain in place until development of outlot F occurs. Once permanent drainage measures are installed, the berm may be removed. Stabilization of disturbed areas must be initiated immediately whenever any clearing, grading, excavating, or other earth disturbing activities have permanently ceased on any portion of the site or temporarily ceased on any portion of the site and will not resume for a period exceeding 14 calendar days. Stabilization of disturbed areas must be initiated immediately whenever any clearing, grading, excavating, or other earth disturbing activities have permanently ceased on any portion of the site or temporarily ceased on any portion of the site and will not resume for a period exceeding 14 calendar days. 12/13/18 REVISED PER COSESCO REVIEW AJR 12/13/18 REVISED PER COSESCO REVIEW AJR 22306 SWPPP NOTES DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY SWPPP DETAILS C1-31 - AJR AJR JDF 11/20/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C1-31 SWPPP DETAILS ---- ---- C1-31 WAUKEE IOWA1'-0"3 Dewatering Orifice Bottom of Basin Emergency Spillway Top of EmbankmentPrincipal Spillway Overflow Elevation Design High Water Barrel min.1'-0"min.Anti-seep collars (required only when specified in the contract documents) 1 2 REQUIRED DRY STORAGE: 29.310 ACRES x 1,800 CF = 52,758 CF PROVIDED DRY STORAGE =128,335 CF 1006.50' HWL = 1005.45 EOF = 1005.50 1003.50 1001.00 OUTLET CONTROL STRUCTURE REQUIRED WET STORAGE: 29.310 ACRES x 1,800 CF = 52,758 CF PROVIDED WET STORAGE = 173,057 CF INSTALL TEMPORARY 24" CMP INTO 36" RCP AND GROUT. REMOVE ONCE SITE IS FULLY STABILIZED AND ESTABLISHED. Barrel min.1'-0"1'-0"min.Anti-seep collars (required only when specified in the contract documents) 1 2 3 Bottom of Basin REQUIRED DRY STORAGE: 8.243 ACRES x 1,800 CF = 14,838 CF PROVIDED DRY STORAGE =22,260 CF Emergency Spillway Top of EmbankmentPrincipal Spillway Overflow Elevation Design High Water 1008.03' HWL = 1007.02 1005.60 NWL = 1004.42 OUTLET CONTROL STRUCTURE INSTALL TEMPORARY 18" CMP INTO 24" RCP AND GROUT. REMOVE ONCE SITE IS FULLY STABILIZED AND ESTABLISHED. REQUIRED WET STORAGE: 8.243 ACRES x 1,800 CF = 14,838 CF PROVIDED DRY STORAGE =14,990 CF 1003.50 995.00 SEDIMENT BASIN A SEDIMENT BASIN B 12/20/18 ISSUE FOR PERMIT AJR NOTE: DETAIL HAS BEEN CUSTOMIZED FOR SEDIMENT BASIN A BASED ON SUDAS DETAIL 9040.114 NOTE: DETAIL HAS BEEN CUSTOMIZED FOR SEDIMENT BASIN B BASED ON SUDAS DETAIL 9040.114 60 PERFORATIONS SPACED EVENLY AT 2.5" DIAMETER 72 PERFORATIONS SPACED EVENLY AT 3.5" DIAMETER EOF = 1007.03 01/22/19 REVISED PER CITY REVIEW AJR 01/25/19 REVISED PER COSESCO REVIEW AJR 22306 SWPPP NOTES DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY SWPPP DETAILS C1-32 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C1-32 SWPPP DETAILS ---- ---- C1-32 WAUKEE IOWA 12/13/18 REVISED PER COSESCO REVIEW AJR 12/20/18 ISSUE FOR PERMIT AJR 2'1' MIN3' DEEP10'NATIVE MATERIAL 5'x10'x3' CONCRETE WASHOUT AREA 1' DEEP IMPERVIOUS CLAY LINER MINIMUM 10-MIL THICK PLASTIC SHEETING OR APPROVED EQUAL NOTES: CONTRACTOR SHALL INSTALL A SIGN INDICATING THE CONCRETE WASHOUT AREA. CONTRACTOR SHALL MAINTAIN WASHOUT AREA TO REMOVE MATERIALS BEYOND 75% CAPACITY. WASHOUT AREA SHALL NOT BE PLACED WITHIN 50' OF STORM DRAINS, OPEN DITCHES OR BODIES OF WATER. CONTRACTOR SHALL INSPECT WASHOUT AREA AS NECESSARY TO PREVENT LEAKS AND OVER TOPPING. WASHOUT AREA SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETE. CONCRETE WASHOUT NTS EC500 EC210NTS INLET PROTECTION ROUND FILTER STAINLESS STEEL CLAMPING BAND 11 GA GALVANIZED STEEL SUSPENSION SYSTEM LIFT HANDLES REPLACEABLE SEDIMENT BAGS WITH GEOTEXTILE FILTER FABRIC STANDARD 2" OVERFLOW AREA NOTES: FOR SPECIFICATIONS AND MAINTENANCE GUIDELINES VISIT WWW.INLETFILTERS.COM INSTALLATION: REMOVE GRATE DROP FLEXSTORM INLET FILTER ONTO LOAD BEARING LIP OF CASTING OR CONCRETE STRUCTURE REPLACE GRATE MATERIALS: FRAMING - 11 GAUGE STEEL; CORROSION RESISTANT SEDIMETN BAG - WOVEN GEOTEXTILE FABRIC; 2 CUBIC FOOT TYP VOLUME; STAINLESS STEEL LOCKING BAND SECURING BAG TO FRAME EC212NTS INLET PROTECTION CURB BOX FILTER STANDARD 2" OVERFLOW AREA 11 GA GALVANIZED STEEL SUSPENSION SYSTEM LIFT HANDLES REPLACEABLE SEDIMENT BAGS WITH GEOTEXTILE FILTER FABRIC REAR CURB GUARD FLAP WITH MAGNETIC TIE DOWNS (SLIDE 2x4 THROUGH FLAP IF IRON CURB BACK NOT AVAILABLE) NOTES: FOR SPECIFICATIONS AND MAINTENANCE GUIDELINES VISIT WWW.INLETFILTERS.COM INSTALLATION: REMOVE GRATE DROP FLEXSTORM INLET FILTER ONTO LOAD BEARING LIP OF CASTING OR CONCRETE STRUCTURE REPLACE GRATE MATERIALS: FRAMING - 11 GAUGE STEEL; CORROSION RESISTANT SEDIMETN BAG - WOVEN GEOTEXTILE FABRIC; 2 CUBIC FOOT TYP VOLUME; STAINLESS STEEL LOCKING BAND SECURING BAG TO FRAME 01/22/19 REVISED PER CITY REVIEW AJR METER PIT I=1011.93I=1012.30post t post t post row post row post row I = 9 9 9 . 6 8 I=998 .48 post row post t G G elec hh {Goodall, Charles F & Cheryl A Jtrs} {Oakleaf Properties Lc} {William C Knapp, Lc} INT E R S T A T E 8 0 {Oakleaf Properties Lc} SE KETTL E S T O N E B L V D HH HH EM 1005101010151020 1025 1004100410061007100810091011 1012101310141016101710181019 1021 1022 10 2 310241026 102 7 1030 1026 1027 1028 1029 101 0 1015 1020 1025 1030 10 1 1 10121013101410161017101810191021 1022 1023 1024 1026 1027 1028 1029 10101015 1006100710081009101110121013 1014101610171018 1019 10001 0 0 5 1 0 1 0 1015 9989991001100210031003 1003100410 0 6 10 0 7 10 0 8 10 0 9 10111012101310141016 1017 1018 1005 10051010101010151004 10041006 1006100710 0 7 1008 10081009100910111011101210131014101610 1 7 AP GPP, LC (K-RR Zoning) Ingress/Egress Easement Per Book 2015, Page 15711 Ingress/Egress Easement Per Book 2015, Page 15711 Sanitary Sew e r E a s e m e n t Shown on Oa k l e a f P l a t 1 Sanitary Sewer EasementShown on Oakleaf Plat 1Ingress/Egress EasementPer Book 2015, Page 15711Public Sanita r y a n d Storm Sewer E a s e m e n t Per Book 201 7 P a g e 13000 Private Storm Sewer Easem e n t Per Book 201 7 Page 20607 01/22/19 REVISED PER CITY COMMENTS AJR 22306 EXISTING DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY EXISTING SITE AND REMOVALS C2-10 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C2-10 EXISTING SITE AND REMOVALS ---- ---- C2-10 WAUKEE IOWA 0 SCALE IN FEET 80 160 REMOVE EXISTING FENCE REMOVE EXISTING WATER MAIN VALVES AND METER ONCE NEW CONNECTION IS MADE REMOVED 4" WATER SERVICE AFTER NEW CONNECTION IS MADE REMOVE EXISTING CULVERT AND FLARED END SECTIONS CLEAR AND GRUB (ALL TREES WITHIN SILT FENCE) CLEAR AND GRUB (SEE TREE REMOVAL PLAN) CLEAR AND GRUB (SEE TREE REMOVAL PLAN) EXISTING SANITARY MANHOLE EXISTING HYDRANT SALVAGE BARACADE SIGNS SEE SITE PLAN FOR NEW PLACEMENT LOCATION REMOVE EXISTING 15"x15" WOOD BOX CULVERT EXISTING HYDRANT AND VALVE END OF ABANDONED 4" WATER SERVICE. EXISTING 4" WATER SERVICE TO REMAIN LIVE DURING CONSTRUCTION. NEW CONNECTION TO BE MADE ONCE PROPOSED WATERMAIN LOOP IS INSTALLED (SEE UTILITY PLANS FOR RECONNECTION INFO) EXISTING FENCE TO REMAIN EXISTING FENCE EXISTING ROW DITCH REMOVAL LEGEND SYMBOL DESCRIPTION CLEAR & GRUB TREES & UNDERBRUSH EXISTING 4" WATER SERVICE TO BE ABANDONED AFTER RECONNECTION IS MADE (SEE NOTE 3) EXISTING 4" WATER SERVICE TO BE ABANDONED AFTER RECONNECTION IS MADE (SEE NOTE 3) NOTES: 1: ALL EXISTING DRAINTILES DISCOVERED DURING CONSTRUCTION SHALL BE EXTENDED AND CONNECTION TO THE NEAREST PROPOSED STORM STRUCTURE TO MAINTAIN EXISTING DRAINAGE PATTERN. 2: ALL EXISTING FARM FENCE ON THE PROPERTY IS TO BE REMOVED. 3. EXISTING 4" WATER SERVICE IS CURRENTLY RUNNING THROUGH THE SOUTH SIDE OF THE SITE. THIS SERVICE IS TO REMAIN LIVE DURING CONSTRUCTION. ALL REMOVAL SECTIONS WILL OCCUR ONCE THE SERVICE IS RECONNECTED TO THE PROPOSED WATERMAIN LOOP (SEE UTILITY PLANS FOR NEW CONNECTION INFORMATION). SERVICE INTERRUPTION WILL BE LIMITED TO BE 8 HOURS OR LESS. REMOVE 4" WATER SERVICE AFTER NEW CONNECTION IS MADE EXISTING 4" WATER SERVICE TO REMAIN AND BE RECONNECTED AFTER EXISTING LINE IS ABANDONED (SEE NOTE 3) ABANDONED 4" WATER REMOVE AND SALVAGE WATER METER PIT. BEGINNING OF ABANDONED 4" WATER SERVICE EXISTING 8" WATERMAIN 02/19/19 REVISED PER CITY COMMENTS #2 AJR SUPER UNLEADED 8720,000 GAL.SUPER UNLEADED 8720,000 GAL.KEROSENE10,000 GAL.NON-OXY 8710,000 GAL .NON-OXY 9110,000 GAL.DIESEL FUEL10,000 GAL.SUPER UNLEADED 8720,000 GAL . PROP O S E D B UI L DI N G 187,8 3 4 S F F.F.E. = 1 0 1 5. 0' YARD 49,89 6 S F C-STORE 7,159 SF FFE = 1016.0' PROPOSED WET POND HWL = 1005.28' NWL = 1001.00' BOTTOM = 995.00' PROPOSED WETLAND BASIN HWL = 1007.02' BOTTOM = 1003.50' PROP O S E D BI O- C E L L HWL = 1 0 1 1. 7 4' BOTT O M = 1 0 0 8. 0 0'FLEET STREETFLEET STREE T N . FLEET STREET S. OUTLOT A OUTLOT B OUTLOT C OUTLOT D OUTLOT E OUTLOT F OUTLOT G 16 1514 28 28 28 28 28 24 28 30 15 8 20 22 20 22 25 30 12 16 21 19 12 12 11 10 10 9 17 663 7 15 15 10 MC LOT 1 8 5 916 METER PIT post t post row post row post row post row 90435 1000.57 MH post t G G {Goodall, Charles F & Cheryl A Jtrs} {Oakleaf Properties Lc} {William C Knapp, Lc} INT E R S T A T E 8 0 {Oakleaf Properties Lc} SE KETTL E S T O N E B L V D AP GPP, LC (K-RR Zoning) Ingress/Egress Easement Per Book 2015, Page 15711 Ingress/Egress Easement Per Book 2015, Page 15711 Sanitary Sew e r E a s e m e n t Shown on O a k l e a f P l a t 1 Sanitary Sewer EasementShown on Oakleaf Plat 1Ingress/Egress EasementPer Book 2015, Page 15711Public Sanita r y a n d Storm Sewer E a s e m e n t Per Book 20 1 7 P a g e 13000 Private Storm Sewer Easem e n t Per Book 201 7 Page 20607 22306 SITE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY SITE PLAN (OVERALL) C3-10 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C3-10 SITE PLAN (OVERALL) ---- ---- C3-10 WAUKEE IOWA 0 SCALE IN FEET 80 160 PAVEMENT LEGEND SYMBOL DESCRIPTION 6" CONCRETE PAVEMENT 7" HEAVY DUTY CONCRETE PAVEMENT 4" CONCRETE SIDEWALK 6" TURN DOWN CONCRETE WALK REVERSE PITCH CONCRETE CURB & GUTTER NOTES: 1.SEE SHEET C0-20 FOR SHEET LAYOUT 2.ALL ON SITE STREETS AND UTILITIES ARE PRIVATESEASONALGARDENCENTERTRUCK ROUTE TYP, (RED) 1.21 ACRES 0.58 ACRES 3.09 ACRES 19.84 ACRES 1.98 ACRES 2.35 ACRES 4.86 ACRES 0.80 ACRES 01/22/19 REVISED PER CITY REVIEW AJR 02/19/19 REVISED PER CITY REVIEW #2 AJR 03/26/19 REVISED PER CITY REVIEW #4 AJR SITE SUMMARY EXISTING ZONING:AGRICULTURAL DISTRICT (A-1) PROPOSED ZONING:KETTLESTONE REGIONAL RETAIL (KRR) PROPERTY AREA:1,597,345 SQ. FT / 36.67 AC. PROJECT AREA:1,522,218 SQ. FT / 34.95 AC. IMPERVIOUS AREA:1,178,298 SQ. FT / 27.05 AC. PERVIOUS AREA:343,920 SQ. FT / 7.90 AC. CONSTRUCTION TYPES MAIN BUILDING = 32' TALL PRECAST CONCRETE PANEL AND METAL ROOF C-STORE = 18' TALL PRECAST CONCRETE PANEL AND METAL ROOF OPEN SPACE REQUIREMENTS PROPERTY AREA:964,817 SQ. FT / 22.15 AC. OPEN SPACE AREA:252,587 SQ. FT / 5.80 AC. OPEN SPACE REQUIRED:20.00 % OPEN SPACE PROVIDED:26.18 % NOTE: PROPERTY AREA FOR OPEN SPACE IS THE TOTAL OF LOT 1 AND OUTLOT E WHICH ARE UTILIZED FOR THE FLEET FARM DEVELOPMENT. PARKING REQUIREMENTS (PER CITY CODE) TYPE UNIT / AREA STALLS REQUIRED STALLS PROVIDED RETAIL (4 STALLS / 1,000 SF)161,000 644 646 CAR WASH (2 STALLS / 1,000 SF)2,537 5 5 C-STORE (5 STALLS / 1,000 SF)4,295 21 33 (16 PUMP STALLS) TOTAL:671 684 ADA STALLS MAIN BUILDING 2% OF TOTAL 13 14 ADA STALLS FOR C-STORE 26-50 STALLS 2 2 SETBACKS PARKING BUILDING FRONT YARD 0'-0" SIDE YARD 0'-0" REAR YARD 0'-0" FLEET STREETFL E E T S T R E E T N . OU T L O T A OU T L O T B OU T L O T C 30 158 12 12 G G {W i l l i am C K n a p p , L c } S E K E T T L E S T O N E B L V D 22306 SITE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY SITE PLAN (NORTHWEST) C3-11 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C3-11 SITE PLAN (NORTHWEST) ---- ---- C3-11 WAUKEE IOWA 0 SCALE IN FEET 30 60 PAVEMENT LEGEND SYMBOL DESCRIPTION 6" CONCRETE PAVEMENT 7" HEAVY DUTY CONCRETE PAVEMENT 4" CONCRETE SIDEWALK 6" TURN DOWN CONCRETE WALK REVERSE PITCH CONCRETE CURB & GUTTER HEAVY DUTY CONCRETE PAVEMENT SECTION (HATCH) (SEE DETAIL) CONCRETE PAVEMENT SECTION (HATCH) (SEE DETAIL) SE KETTLESTONE BLVD EXTENSION (BY OTHERS) ALL PARKING LOT STRIPING TO BE 4" YELLOW30'30'30'10' (TYP)10'15' NOTES: 1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2.ALL CURB RADII ARE 5' UNLESS OTHERWISE NOTED. 3.ALL CURB AND GUTTER TO MEET CITY OF WAUKEE AND SUDAS REQUIREMENTS. 4.CONSTRUCT ALL PEDESTRIAN RAMPS IN ACCORDANCE WITH CITY OF WAUKEE AND SUDAS REQUIREMENTS. SHARED MONUMENT SIGN (SEE ARCH) R20' R15' R15' FUTURE 30' ROADWAY FULL ACCESS CONNECTION TO SE KETTLESTONE BLVD R20' 6' BO C 5' 30' 40' SHARED ACCESS EASEMENT 120' PROPOSED ROW PROPOSED LOT LINE (TYP) 6" STANDARD CURB & GUTTER (SEE DETAIL) 6" STANDARD CURB & GUTTER (SEE DETAIL)20' TYP24' TYP30'20' 10' TYP R20' R20' PEDESTRIAN RAMPS TYP (SEE DETAIL) EXISTING PROPERTY LINE STOP SIGN AND STOP BAR, TYP (SEE DETAIL) RIP-RAP, TYP (SEE SCHEDULE) 40' SHARED ACCESS EASEMENT CROSSWALK STRIPING, TYP (SEE DETAIL) DIRECTIONAL ARROWS TYP. (SEE DETAIL) 4" DASHED YELLOW CENTERLINE CURB CUT 1 (SEE DETAIL) LIGHT POLE, TYP (SEE SHEET C6-10) EXISTING 10' TRAIL FUTURE 10' TRAIL15'SEASONAL GARDEN CENTER 01/22/19 REVISED PER CITY REVIEW AJR 20' STORM SEWER EASEMENT, TYP 10" ROW CONCRETE PAVEMENT SECTION (SEE DETAIL) 10' GAS EASEMENT, TYP 30' SANITARY SEWER EASEMENT, TYP 15' WATERMAIN EASEMENT, TYP 10' PUBLIC UTILITY EASEMENT, TYP 02/19/19 REVISED PER CITY REVIEW #2 AJR TEMPORARY CONSTRUCTION EASEMENT TEMPORARY CONSTRUCTION EASEMENT 03/05/19 REVISED PER CITY REVIEW #3 AJR 5' CONCRETE SIDEWALK (HATCH) (SEE DETAIL) 10' CONCRETE SIDEWALK (HATCH) (SEE DETAIL) R450' R900' R1500' 03/26/19 REVISED PER CITY REVIEW #4 AJR SUPER UNLEADED 8720,000 GAL.SUPER UNLEADED 8720,000 GAL.KEROSENE10,000 GAL.NON-OXY 8710,000 GAL.NON-OXY 9110,000 GAL.DIESEL FUEL10,000 GAL.SUPER UNLEADED 8720,000 GAL.C- S T O R E 7, 1 5 9 S F FF E = 1 0 1 6 . 0 'FLEET STREET S . OU T L O T B 28 28 28 28 24 28 30 158 20 22 20 22 25 30 12 16 21 19 12 11 10 10 9 17 6 3 7 8 5 9 16 METER PIT post t {O a k l e a f P r o p e r t i e s L c } In g r e s s /E g r e s s Ea s em e n tPer B o o k 2 0 1 5 ,Pa g e 1 5 7 1 1 I n g r e s s /E g r e s s E a s em e n tPer B o o k 2 0 1 5 , P a g e 1 5 7 1 1 Sanitary Sewer EasementShown on Oakleaf Plat 122306 SITE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY SITE PLAN (WEST) C3-12 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C3-12 SITE PLAN (WEST) ---- ---- C3-12 WAUKEE IOWA 0 SCALE IN FEET 30 60 CONCRETE PAVEMENT SECTION (HATCH) (SEE DETAIL) ALL PARKING LOT STRIPING TO BE 4" YELLOW NOTES: 1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2.ALL CURB RADII ARE 5' UNLESS OTHERWISE NOTED. 3.ALL CURB AND GUTTER TO MEET CITY OF WAUKEE AND SUDAS REQUIREMENTS. 4.CONSTRUCT ALL PEDESTRIAN RAMPS IN ACCORDANCE WITHCITY OF WAUKEE AND SUDAS REQUIREMENTS. 40' SHARED ACCESS EASEMENT PROPOSED LOT LINE (TYP) 6" STANDARD CURB & GUTTER (SEE DETAIL)20' TYP24' TYP10' TYP PEDESTRIAN RAMPS TYP (SEE GRADING) PAVEMENT LEGEND SYMBOL DESCRIPTION 6" CONCRETE PAVEMENT 7" HEAVY DUTY CONCRETE PAVEMENT 4" CONCRETE SIDEWALK 6" TURN DOWN CONCRETE WALK REVERSE PITCH CONCRETE CURB & GUTTER 30'30' 6' BO C 5'30'6' BOC5'5'R15' R15' R20' R20' R20' R20' PEDESTRIAN RAMPS TYP (SEE DETAIL)30'30' 15'8'R20' R20' R20' R15' R20' R20' R20' R20' R20' 5' CONCRETE SIDEWALK (HATCH) (SEE DETAIL) 16. 0 7 ' BO C CONCRETE PAVEMENT SECTION (HATCH) (SEE DETAIL) KEROSENE ISLAND (SEE ARCH) TA N K F A R M (SE E S T R U C T U R A L ) TANK FARM VENT RACK (SEE PLUMBING) ACCESSIBLE PARKING AREA (SEE DETAIL) HANDICAP SIGNS (SEE DETAIL) BOLLARDS, TYP. (SEE DETAIL) HEAVY DUTY CONCRETE PAVEMENT SECTION (HATCH) (SEE DETAIL) VACUUM STATION (SEE ARCH) DUMPSTER ENCLOSURE (SEE ARCH) CAR WASH LANE ENTRY STRIPING (PAINTED YELLOW)6" STANDARD CURB & GUTTER (SEE DETAIL) EMERGENCY STOP PEDESTAL EMERGENCY STOP PEDESTAL (ON BUILDING) EXISTING PROPERTY LINE R30' STOP SIGN AND STOP BAR, TYP (SEE DETAIL)18'CROSSWALK STRIPING, TYP (SEE DETAIL) CURB CUT 2 (SEE DETAIL) CURB CUT 2 (SEE DETAIL) CURB CUT 1 (SEE DETAIL) CURB CUT 2 (SEE DETAIL) CURB CUT 1 (SEE DETAIL) LIGHT POLE, TYP (SEE SHEET C6-10) 92. 8 7 '86.88'SEASONAL GARDEN CENTER 30'30'5'6' B O C 5' RIP-RAP, TYP (SEE SCHEDULE) CURBED CART CORRALS, TYP 01/22/19 REVISED PER CITY REVIEW AJR MONUMENT SIGN (SEE ARCH) 9' 20' 36' 50'10'30'37'47.96'107'GA S P U M P S (SE E C A N O P Y S U P P L I E R FO R C A N O P Y A N D CA N O P Y F O O T I N G S ) 20' STORM SEWER EASEMENT, TYP 10' GAS EASEMENT, TYP 30' SANITARY SEWER EASEMENT, TYP 15' WATERMAIN EASEMENT, TYP 10' PUBLIC UTILITY EASEMENT, TYP 20' SANITARY SEWER EASEMENT, TYP R20' 02/19/19 REVISED PER CITY REVIEW #2 AJR 12'12' 14' TEMPORARY CONSTRUCTION EASEMENT 03/05/19 REVISED PER CITY REVIEW #3 AJR 03/26/19 REVISED PER CITY REVIEW #4 AJR PR O P O S E D W E T L A N D B A S I N HW L = 1 0 0 7 . 0 2 ' BO T T O M = 1 0 0 3 . 5 0 ' OU T L O T F OU T L O T G 14 20 22 20 19 12 10 17 6 3 7 post t post row post row f Propertie s L c } 22306 SITE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY SITE PLAN (SOUTHWEST) C3-13 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C3-13 SITE PLAN (SOUTHWEST) ---- ---- C3-13 WAUKEE IOWA 0 SCALE IN FEET 30 60 PAVEMENT LEGEND SYMBOL DESCRIPTION 6" CONCRETE PAVEMENT 7" HEAVY DUTY CONCRETE PAVEMENT 4" CONCRETE SIDEWALK 6" TURN DOWN CONCRETE WALK REVERSE PITCH CONCRETE CURB & GUTTER HEAVY DUTY CONCRETE PAVEMENT SECTION (HATCH) (SEE DETAIL) CONCRETE PAVEMENT SECTION (HATCH) (SEE DETAIL) ALL PARKING LOT STRIPING TO BE 4" YELLOW NOTES: 1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2.ALL CURB RADII ARE 5' UNLESS OTHERWISE NOTED. 3.ALL CURB AND GUTTER TO MEET CITY OF WAUKEE AND SUDAS REQUIREMENTS. 4.CONSTRUCT ALL PEDESTRIAN RAMPS IN ACCORDANCE WITH CITY OF WAUKEE AND SUDAS REQUIREMENTS. PROPOSED LOT LINE (TYP) 6" STANDARD CURB & GUTTER (SEE DETAIL)20' TYP24' TYP10' TYP PEDESTRIAN RAMPS TYP (SEE GRADING) EXISTING PROPERTY LINE R30' R20' R20' 30'5'5' SHARED MONUMENT SIGN (SEE ARCH) STOP SIGN AND STOP BAR, TYP (SEE DETAIL)18'10' TYP CROSSWALK STRIPING, TYP (SEE DETAIL) CURB CUT 2 (SEE DETAIL) CURB CUT 2 (SEE DETAIL) LIGHT POLE, TYP (SEE SHEET C6-10)15'RIP-RAP, TYP (SEE SCHEDULE) 01/22/19 REVISED PER CITY REVIEW AJR 15' 20' STORM SEWER EASEMENT, TYP 10' GAS EASEMENT, TYP 20' SANITARY SEWER EASEMENT, TYP 15' WATERMAIN EASEMENT, TYP 10' PUBLIC UTILITY EASEMENT, TYP 02/19/19 REVISED PER CITY REVIEW #2 AJR YARD 49,896 SF PROPOSED BIO-CELL HWL = 1011.74' BOTTOM = 1008.00'FLEET STREETT S T R E E T N . OU T L O T C 28 28 28 28 30 158 20 22 25 30 12 16 21 12 M C LO T 1 22306 SITE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY SITE PLAN (NORTH) C3-14 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C3-14 SITE PLAN (NORTH) ---- ---- C3-14 WAUKEE IOWA 0 SCALE IN FEET 30 60 HEAVY DUTY CONCRETE PAVEMENT SECTION (HATCH) (SEE DETAIL) CONCRETE PAVEMENT SECTION (HATCH) (SEE DETAIL) ALL PARKING LOT STRIPING TO BE 4" YELLOW 40' SHARED ACCESS EASEMENT PROPOSED ROW PROPOSED LOT LINE (TYP) 6" STANDARD CURB & GUTTER (SEE DETAIL)20' TYP24' TYP10' TYP PEDESTRIAN RAMPS TYP (SEE GRADING) TURN DOWN SIDEWALK (SEE DETAIL) PAVEMENT LEGEND SYMBOL DESCRIPTION 6" CONCRETE PAVEMENT 7" HEAVY DUTY CONCRETE PAVEMENT 4" CONCRETE SIDEWALK 6" TURN DOWN CONCRETE WALK REVERSE PITCH CONCRETE CURB & GUTTER NOTES: 1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2.ALL CURB RADII ARE 5' UNLESS OTHERWISE NOTED. 3.ALL CURB AND GUTTER TO MEET CITY OF WAUKEE AND SUDAS REQUIREMENTS. 4.CONSTRUCT ALL PEDESTRIAN RAMPS IN ACCORDANCE WITH CITY OF WAUKEE AND SUDAS REQUIREMENTS. 4' DECORATIVE SWING GATE W/EMERGENCY PUSH BAR (SEE DETAIL) 6' DECORATIVE FENCE (SEE DETAIL) 12' DECORATIVE SLIDING GATE (SEE DETAIL) CANOPY OVERHANG 50'54'95'OUTDOOR YARD CONCRETE SECTION (SEE STRUCTURAL) EXISTING PROPERTY LINE LOADING DOCK CONCRETE SECTION (SEE STRUCTURAL) TRASH COMPACTOR (SEE ARCH) ZERO-HEIGHT CURB AND GUTTER TAPER FROM 6" CURB AND GUTTER TO ZERO-HEIGHT CURB CURB CUT 1 (SEE DETAIL) 6" STANDARD CURB & GUTTER (SEE DETAIL) 20'30' 10' TYP30'16' CHAIN LINK SLIDING GATE (SEE DETAIL)163.75'44'29.25'POLE BARN OVER 16' RACKING, ROOF HEIGHT TBD BY POLE BARN VENDOR (SEE ARCH) METAL WALL PANEL ON 3-SIDES BY POLE BARN VENDOR (SEE ARCH) 6' CHAIN LINK FENCE (SEE DETAIL) 6' x 10' YARD BOOTH F.F.E. = 1015.0' (SEE ARCH) CONNECT 6' CHAIN LINK FENCE TO UTILITY BUILDING HANDICAP SIGNS WITH BOLLARDS ACCESSIBLE PARKING AREA (SEE DETAIL)8'(2) 14' DECORATIVE SLIDING GATES (SEE DETAIL) CONCRETE SIDEWALK (HATCH) (SEE DETAIL) R50' R20' R15' R15' 50' DIRECTIONAL ARROWS TYP. (SEE DETAIL) 6" STANDARD CURB & GUTTER (SEE DETAIL) 4" DASHED YELLOW CENTERLINE OUTDOOR MERCHANDISE AND TRAILER DISPLAY AREA STOP SIGN AND STOP BAR, TYP (SEE DETAIL) CURBED CART CORRALS, TYP 357.5'541.17'MOTORCYCLE PARKING AREA CROSSWALK STRIPING, TYP (SEE DETAIL) CURB CUT 1 (SEE DETAIL) LIGHT POLE, TYP (SEE SHEET C6-10) FUTURE 30' ROADWAY FULL ACCESS CONNECTION TO SE KETTLESTONE BLVD 30' SEASONAL GARDEN CENTER RIP-RAP, TYP (SEE SCHEDULE) 01/22/19 REVISED PER CITY REVIEW AJR 10' PUBLIC UTILITY EASEMENT, TYP 20' STORM SEWER EASEMENT, TYP 10' GAS EASEMENT, TYP 30' SANITARY SEWER EASEMENT, TYP 15' WATERMAIN EASEMENT, TYP 10' PUBLIC UTILITY EASEMENT, TYP 4' DECORATIVE SWING GATE W/EMERGENCY PUSH BAR (SEE DETAIL) 4' CHAIN LINK SWING GATE WITH EMERGENCY PUSH BAR (SEE DETAIL) 02/19/19 REVISED PER CITY REVIEW #2 AJR 4' CHAIN LINK SWING GATE WITH EMERGENCY PUSH BAR (SEE DETAIL) CONNECT 6' DECORATIVE FENCE TO POLE BARN CONNECT POLE BARN TO UTILITY BUILDING POLE BARN UTILITY BUILDING (SEE ARCH) 03/26/19 REVISED PER CITY REVIEW #4 AJR DRAINAGE EASEMENT PROPOSED BUILDING 187,834 SF F.F.E. = 1015.0' 16 15 14 28 28 24 28 20 22 20 17 6 1515 10 post row post row post row INTERSTATE 80 22306 SITE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY SITE PLAN (SOUTH) C3-15 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C3-15 SITE PLAN (SOUTH) ---- ---- C3-15 WAUKEE IOWA 0 SCALE IN FEET 30 60 HEAVY DUTY CONCRETE PAVEMENT SECTION (HATCH) (SEE DETAIL) CONCRETE PAVEMENT SECTION (HATCH) (SEE DETAIL) ALL PARKING LOT STRIPING TO BE 4" YELLOW 5' CONCRETE SIDEWALK (HATCH) (SEE DETAIL) PROPOSED LOT LINE (TYP) 6" STANDARD CURB & GUTTER (SEE DETAIL)20' TYP24' TYP10' TYP PEDESTRIAN RAMPS TYP (SEE GRADING) PAVEMENT LEGEND SYMBOL DESCRIPTION 6" CONCRETE PAVEMENT 7" HEAVY DUTY CONCRETE PAVEMENT 4" CONCRETE SIDEWALK 6" TURN DOWN CONCRETE WALK REVERSE PITCH CONCRETE CURB & GUTTER NOTES: 1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2.ALL CURB RADII ARE 5' UNLESS OTHERWISE NOTED. 3.ALL CURB AND GUTTER TO MEET CITY OF WAUKEE AND SUDAS REQUIREMENTS. 4.CONSTRUCT ALL PEDESTRIAN RAMPS IN ACCORDANCE WITH CITY OF WAUKEE AND SUDAS REQUIREMENTS. EXISTING PROPERTY LINE ZERO-HEIGHT CURB AND GUTTER TAPER FROM 6" CURB AND GUTTER TO ZERO-HEIGHT CURB 6" STANDARD CURB & GUTTER (SEE DETAIL) 20'30' 10' TYP HANDICAP SIGNS WITH BOLLARDS ACCESSIBLE PARKING AREA (SEE DETAIL) R20' R108' R152' R170' R200' R50' R25' R25' OUTDOOR MERCHANDISE AND TRAILER DISPLAY AREA BOLLARDS, TYP (SEE ARCH) BOLLARDS, TYP (SEE ARCH PLANS FOR DESIGN AND LAYOUT DETAILS) SEE ARCH PLANS FOR ADA TRUNCATED DOME LAYOUT TURN DOWN SIDEWALK (SEE DETAIL) ACCESSIBLE PARKING AREA (SEE DETAIL) HANDICAP SIGNS WITH BOLLARDS 5'6' BOC18'5'6'R50' R55' 20' x 20' TIRE ENCLOSURE WITH 10' WALL AND FOOTINGS (SEE STRUCTURAL) GENERATOR & TRANSFORMER PAD (SEE ARCH) 50' SHARED MONUMENT SIGN (SEE ARCH) DIRECTIONAL ARROWS TYP. (SEE DETAIL) 4" DASHED YELLOW CENTERLINE 357.5'541.17CONCRETE RETAINING WALL (SEE GRADING) CROSSWALK STRIPING, TYP (SEE DETAIL) CURB CUT 2 (SEE DETAIL) LIGHT POLE, TYP (SEE SHEET C6-10) 12/20/18 ISSUE FOR PERMIT AJR 15'RIP-RAP, TYP (SEE SCHEDULE) CURBED CART CORRALS, TYP 01/22/19 REVISED PER CITY REVIEW AJR 10' PUBLIC UTILITY EASEMENT, TYP SCREEN WALL AND GATES (SEE ARCH) 20' STORM SEWER EASEMENT, TYP 10' GAS EASEMENT, TYP 20' SANITARY SEWER EASEMENT, TYP 15' WATERMAIN EASEMENT, TYP 02/19/19 REVISED PER CITY REVIEW #2 AJR 03/26/19 REVISED PER CITY REVIEW #4 AJR PROPOSED WET PONDHWL = 1005.28'NWL = 1001.00'BOTTOM = 995.00'OUTLOT DOUTLOT E{Goodall, Charles F & Cheryl A Jtrs}22306 SITE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY SITE PLAN (EAST) C3-16 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C3-16 SITE PLAN (EAST) ---- ---- C3-16 WAUKEE IOWA 0 SCALE IN FEET 30 60 HEAVY DUTY CONCRETE PAVEMENT SECTION (HATCH) (SEE DETAIL) PROPOSED LOT LINE (TYP) 6" STANDARD CURB & GUTTER (SEE DETAIL) PAVEMENT LEGEND SYMBOL DESCRIPTION 6" CONCRETE PAVEMENT 7" HEAVY DUTY CONCRETE PAVEMENT 4" CONCRETE SIDEWALK 6" TURN DOWN CONCRETE WALK REVERSE PITCH CONCRETE CURB & GUTTER NOTES: 1.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2.ALL CURB RADII ARE 5' UNLESS OTHERWISE NOTED. 3.ALL CURB AND GUTTER TO MEET CITY OF WAUKEE AND SUDAS REQUIREMENTS. 4.CONSTRUCT ALL PEDESTRIAN RAMPS IN ACCORDANCE WITH CITY OF WAUKEE AND SUDAS REQUIREMENTS. EXISTING PROPERTY LINE ZERO-HEIGHT CURB AND GUTTER 50'TAPER FROM 6" CURB AND GUTTER TO ZERO-HEIGHT CURB CURB CUT 1 (SEE DETAIL) R50' KETTLESTONE BLVD EXTENSION (BY OTHERS) 120' PROPOSED ROW LIGHT POLE, TYP (SEE SHEET C6-10) RIP-RAP, TYP (SEE SCHEDULE) 01/22/19 REVISED PER CITY REVIEW AJR 20' STORM SEWER EASEMENT, TYP 15' WATERMAIN EASEMENT, TYP 10' PUBLIC UTILITY EASEMENT, TYP 02/19/19 REVISED PER CITY REVIEW #2 AJR 03/26/19 REVISED PER CITY REVIEW #4 AJR SUPER UNLEADED 8720,000 GAL .SUPER UNLEADED 8720,000 GAL .KEROSENE10,000 GAL.NON-OXY 8710,000 GAL .NON-OXY 9110,000 GAL .DIESEL FUEL10,000 GAL.SUPER UNLEADED 8720,000 GAL.PROP O S E D B UI L DI N G 187,8 3 4 S F F.F.E. = 1 0 1 5. 0' YARD 49,89 6 S F C-STORE 7,159 SF FFE = 1016.0'FBOFBO FBO FBO FBO PROPOSED WET POND HWL = 1005.28' NWL = 1001.00' BOTTOM = 995.00' PROPOSED WETLAND BASIN HWL = 1007.02' BOTTOM = 1003.50' PROP O S E D BI O- C E L L HWL = 1 0 1 1. 7 4' BOTT O M = 1 0 0 8. 0 0'FBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFLEET STREETFLEET STREE T N . FLEET STREET S. OUTLOT A OUTLOT B OUTLOT C OUTLOT D OUTLOT E OUTLOT F OUTLOT G LOT 1 FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO A-33 A-34 A-35 A-31 A-32 A-20 A-21 A-65 A-14 A-15 A-16 A-66 A-13 A-30 A-18 A-17 A-53 A-19 A-1 A-2 A-51 A-52 FES-30 A-4 A-5 A-11 A-12 A-40 A-29 A-28 A-27 A-9 A-10 A-41 A-54 A-8 A-26 A-7 A-58 A-55 A-6 A-3 A-59 A-61 FES-40 A-22 FES-51 FES-60FES-61 A-70 FES-1 A-71 FES-71 A-23P-35P-34 P-33P-31 P-30P-32A P-32 P-21P-2 0 P-18 P-17 P-16P-15P-14 P-13 P-10 P- 9 P-8P-7P-6 P-5 P-4P-3P- 2P-1P-29 P-28 P-27 P- 2 6 P-71AP-71P-70 P-22 P-23P-57 P-56 P-52P-51P-53AP-55P-66P-65 P-60 P-61A P- 1 2 P-11P- 4 1 P-40 P-53P-54P-19S-1 S-2 P-66A FES-66 P-24 A-24 P-58 P-59FES-25A FES-25B P-25 P-26C P-26B P-26A P-1A P-2A P-2B P-2C P-2D P-2E P - 1 5 A SAN MH R=1023.13 I=994.63 METER PIT post t post row post row post row post row G G CB T/C=1024.42 I E=1019.65 15" RCP I W=1019.45 15" RCP CB T/C=1024.44 I=1019.80 15" RCP elec hh CB T/C=1019.23 I= MH R=1019.35 I NE=1004.19 I S=1004.02 I NW=1003.99 CB T/C=1018.73 I W=1015.40 15" PVC SUMP=1014.80 MESH COVERED CB T/C=1018.62 I=1015.45 15" PVC SUMP=1015.30 CB T/C=1018.14 I W=1014.99 15" PVC I N=1014.99 15" PVC SUMP=1014.42 CB T/C=1018.14 I S=1015.21 15" PVC I NE=1015.21 15" PVC I N=1015.04 15" PVC SUMP=1014.16 {Goodall, Charles F & Cheryl A Jtrs} {Oakleaf Properties Lc} {William C Knapp, Lc} INT E R S T A T E 8 0 {Oakleaf Properties Lc} SE KETTL E S T O N E B L V D HH HH EM SAN MH R=1022.77 I=993.47 AP GPP, LC (K-RR Zoning) Ingress/Egress Easement Per Book 2015, Page 15711 Ingress/Egress Easement Per Book 2015, Page 15711 Sanitary Sew e r E a s e m e n t Shown on Oa k l e a f P l a t 1 Sanitary Sewer EasementShown on Oakleaf Plat 1Ingress/Egress EasementPer Book 2015, Page 15711Public Sanita r y a n d Storm Sewer E a s e m e n t Per Book 201 7 P a g e 13000 Private Storm Sewer Easem e n t Per Book 20 1 7 Page 20607 P-42 A-42 A-57 A-56 A-53A P-29A A-29A P-41A 22306 UTILITY (1 OF 3) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY SITE UTILITY PLAN (OVERALL) C3-20 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C3-20 SITE UTILITY PLAN (OVERALL) ---- ---- C3-20 WAUKEE IOWA 0 SCALE IN FEET 80 160 NOTES: 1.SEE SHEET C0-21 FOR STRUCTURE SCHEDULES 2.SEE SHEETS C3-30 - C3-33 FOR SANITARY SEWER PROFILES 3.SEE SHEETS C3-40 - C3-42 FOR WATERMAIN PROFILES 4.SEE SHEETS C3-50 - C3-56 FOR STORM SEWER PROFILES 01/22/19 REVISED PER CITY REVIEW AJR 02/19/19 REVISED PER CITY REVIEW #2 AJR 03/05/19 REVISED PER CITY REVIEW #3 AJR 03/26/19 REVISED PER CITY REVIEW #4 AJR FBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFLEET STREETFL E E T S T R E E T N . OU T L O T A OU T L O T B OU T L O T C SAN MH R=1023.13 I=994.63 G G CB T/C=1024.42 I E=1019.65 15" RCP I W=1019.45 15" RCP CB T/C=1024.44 I=1019.80 15" RCP elec hh CB T/C=1019.23 I= R=1019.35 I NE=1004.19 I S=1004.02 I NW=1003.99 {W i l l i am C K n a p p , L c } S E K E T T L E S T O N E B L V D SAN MH R=1022.77 I=993.47 I n g r e s s /E g r e s s Ea s em e n tPer B o o k 2 0 1 5 ,Pa g e 1 5 7 1 1 nitar y S e w e r E a s e m e n t wn o n O a k l e a f P l a t 1 Ingress/Egress EasementPer Book 2015, Page 15711age 206 0 7 P-35 30'x12" RCP @ 0.50% P-34 1 7 1 ' x 1 2 " R C P @ 0 . 5 2 %P-33 123'x12" RCP @ 0.50%P-31 242'x18" RCP @ 1. 7 9 % P-30 1 1 8'x24" R C P @ 1.66 % P-32A 29'x15" RCP @ 0.50% P-32 28'x15" RCP @ 0.50% P-21 28'x12" RCP @ 0.50%'x18" RCP @ 0.50%I=1015.81 (P-34) I=1015.61 (P-33) R=1020.84 A-33 I=1016.89 (P-35) I=1016.69 (P-34) R=1020.40 A-34 I=1017.04 (P-35) R=1020.40 A-35 I=1015.00 (P-33) I=1014.80 (P-31) I=1015.00 (P-32) R=1019.73 A-31 I=1015.34 (P-32A) I=1015.14 (P-32) R=1019.73 A-32 I=1013.04 (P-21) I=1012.84 (P-20) R=1017.19 A-20 I=1013.18 (P-21) R=1017.18 A-21 I=1010.46 (P-31) I=1009.96 (P-30) R=1014.46 A-30 R=1013.20 A-18 I=1009.12 (P-12) R=1012.62 A-12 FES-30 I=1008.00 FES-25A I=1013.85 FES-25B I=1008.75 (P-29A) R=1014.30 A-29A 1 2 3 4 5 67 38 UTILITY CROSSING SCHEDULE# 1 WATER OVER SANITARY WATER (BOT=10015.24) SANITARY (TOP=1000.57) 2 STORM OVER SANITARY STORM (BOT=1015.65) SANITARY (TOP=1000.70) 3 STORM OVER WATER STORM (BOT=1015.82) WATER (TOP=1014.32) 4 STORM OVER WATER STORM (BOT=1015.18) WATER (TOP=1013.68) 5 STORM OVER SANITARY STORM (BOT=1015.40) SANITARY (TOP=1001.08) 6 WATER OVER SANITARY WATER (BOT=1012.57) SANITARY (TOP=1001.17) 7 WATER OVER SANITARY WATER (BOT=1013.57) SANITARY (TOP=1009.90) NOTES 1. ALL CROSSINGS LISTED WITHIN 2.5' ARE MEASURED TO OUTSIDE PIPE DIAMETER 2. GASKETED JOINTS REQUIRED FOR STORM PIPES IN ALL CROSSINGS WITH WATER 22306 UTILITY (1 OF 3) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY SITE UTILITY PLAN (NORTHWEST) C3-21 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C3-21 SITE UTILITY PLAN (NORTHWEST) ---- ---- C3-21 WAUKEE IOWA 0 SCALE IN FEET 30 60 15" PLUG CONNECT TELEPHONE, FIBER, UNDERGROUND ELECTRIC AND GAS LINES (CONTRACTOR TO COORDINATE CONNECTIONS WITH UTILITY COMPANIES) EXISTING 8" WATERMAIN SEE SHEET C0-21 FOR RIP RAP SCHEDULE NOTES: 1.SEE SHEET C0-21 FOR STRUCTURE SCHEDULES 2.SEE SHEETS C3-30 - C3-33 FOR SANITARY SEWER PROFILES 3.SEE SHEETS C3-40 - C3-42 FOR WATERMAIN PROFILES 4.SEE SHEETS C3-50 - C3-56 FOR STORM SEWER PROFILES 5.FES-30 AND ALL UPSTREAM STORM SEWER ARE TO REMAIN OFFLINE UNTIL THE BIO-CELL AND UPSTREAM AREAS HAVE STABILIZED. IF PROJECT SCHEDULE DOES NOT ALLOW FOR THIS PHASING P-30 IS TO BE PLUGGED UNTIL REQUIREMENTS ARE MET. ABANDONED 4" WATER SERVICE 01/22/19 REVISED PER CITY REVIEW AJR EXISTING 15" SANITARY SEWER SANITARY MANHOLE R=1023.85 (ESTIMATED) INV (S) 8" PVC= 998.85 (BY OTHERS) 8" SANITARY STUB @ 0.40% (BY OTHERS) 12" WATERMAIN (BY OTHERS) 12" WATER STUB (BY OTHERS) EXISTING 12" WATERMAIN 12" WATER 8" WATER 8" WATER 8" SANITARY 02/19/19 REVISED PER CITY REVIEW #2 AJR 03/05/19 REVISED PER CITY REVIEW #3 AJR 15" SANITARY SEWER (BY OTHERS) TEMPORARY CONSTRUCTION EASEMENT TEMPORARY CONSTRUCTION EASEMENT 40' ACCESS EASEMENT 03/26/18 REVISED PER CITY REVIEW #4 AJR SUPER UNLEADED 8720,000 GAL.SUPER UNLEADED 8720,000 GAL.KEROSENE10,000 GAL.NON-OXY 8710,000 GAL.NON-OXY 9110,000 GAL.DIESEL FUEL10,000 GAL.SUPER UNLEADED 8720,000 GAL.C- S T O R E 7, 1 5 9 S F FF E = 1 0 1 6 . 0 ' FBO FB O FB O FB O FB O FBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFLEET STREET S . OU T L O T B FB O FB O FB O FB O FB O FB O FB O FB O FB O FB O FB O FB O FB O FB O FB O FB O FB O FB O FBO FBO FBO METER PIT post t CB T/C=1018.62 I=1015.45 15" PVC SUMP=1015.30 {O a k l e a f P r o p e r t i e s L c } In g r e s s /E g r e s s Ea s em e n tPer B o o k 2 0 1 5 ,Pa g e 1 5 7 1 1 I n g r e s s /E g r e s s E a s em e n tPer B o o k 2 0 1 5 , P a g e 1 5 7 1 1 Sanitary Sewer EasementShown on Oakleaf Plat 1P-31 242'x18" RCP @ 1. 7 9 % P-32A 29'x15" RCP @ 0.50% P-21 28'x12" RCP @ 0.50% P-20 71'x12" RCP @ 2.98% P-1 8 1 6 3 ' x 1 2 " R C P @ 0 . 5 0 % P-17 55'x15" RCP @ 0.50% P-16 29'x15" RCP @ 0.50% P-15 34'x24" RCP @ 0.50% P-14 28'x24" RCP @ 0.50% P-1 3 2 2 8 ' x 2 4 " R C P @ 0 . 5 0 % P-10 8'x36" RCP @ 0.68%P-9 128'x36" RCP @ 0.49%P-8 128'x36" RCP @ 0.50%P-57 7'x12" RCP @ 0.50% P- 5 6 1 6 8 ' x 1 8 " R C P @ 0 . 5 0 % P-52 29'x24" RCP @ 0.58%P-53A 138'x12" RCP @ 1.00%P-55 28'x18" RCP @ 0.50%P-66 66'x18" RCP @ 0.50%P - 6 5 7 9 ' x 1 8 " R C P @ 0 . 5 0 %P-12 128'x18" RCP @ 0.50%P-11 148'x24" RCP @ 0.49%P-53 25'x18" RCP @ 1.81% P-54 38'x18" RCP @ 0.50% P-19 7 6' x 1 2" R C P @ 0. 5 0 % P-66A 23'x18" RCP @ 5.08% P-5 8 2 2 3 ' x 1 5 " R C P @ 0 . 5 6 % P-25 72'x15" RCP @ 0.50% P-15A 35'x15" RCP @ 0.50% I=1014.80 (P-31) I=1015.00 (P-32) I=1013.04 (P-21) I=1012.84 (P-20) R=1017.19 A-20 I=1013.18 (P-21) R=1017.18 A-21 I=1010.59 (P-66) I=1010.39 (P-65) R=1015.19 A-65 I=1008.92 (P-15) I=1008.82 (P-14) R=1015.74 A-14 I=1009.19 (P-16) I=1009.09 (P-15) I=1009.19 (P-15A) R=1015.41 A-15 I=1009.43 (P-17) I=1009.33 (P-16) R=1015.41 A-16 I=1010.92 (P-66) I=1011.12 (P-66A) I=1011.12 (P-57) R=1014.63 A-66 I=1008.68 (P-14) I=1008.58 (P-13) R=1015.24 A-13 I=1010.46 (P-31) I=1009.96 (P-30) R=1014.46 I=1009.81 (P-18) I=1009.71 (P-17) R=1013.38 A-17 I=1010.73 (P-20) I=1010.63 (P-18) I=1010.73 (P-19) R=1013.20 A-18 I=1008.50 (P-54) I=1008.50 (P-53A) I=1008.30 (P-53) R=1012.55 A-53 I=1011.10 (P-19) R=1014.14 A-19 I=1007.48 (P-52) I=1004.71 (P-51) I=1006.57 (P-58) R=1012.61 A-51 I=1007.85 (P-53) I=1007.65 (P-52) I=1008.96 (P-56) R=1012.48 A-52 I=1008.48 (P-12) I=1008.28 (P-11) R=1012.62 A-11 I=1009.12 (P-12) R=1012.62 A-12 I=1007.30 (P-10) I=1007.10 (P-9) R=1012.35 A-9 I=1007.45 (P-13) I=1007.35 (P-10) I=1007.55 (P-11) R=1012.35 A-10 I=1008.89 (P-55) I=1008.69 (P-54) R=1012.53 A-54 I=1006.47 (P-9) I=1006.27 (P-8) R=1012.15 A-8 I=1009.03 (P-55) R=1012.53 A-55 A-59 FES-66 I=1012.30 I=1007.00 (P-24) R=1010.26 A-24 FES-25A I=1013.85 FES-25B I=1013.49 I=1011.15 (P-57) R=1013.81 A-57 I=1009.80 (P-56) I=1010.00 (P-65) R=1013.05 A-56 I=1009.88 (P-53A) R=1015.97 A-53A 5 67 9 8 11 10 12 1314 15 16 18 19 21 36 37 38 UTILITY CROSSING SCHEDULE# 5 STORM OVER SANITARY STORM (BOT=1015.40) SANITARY (TOP=1001.08) 6 WATER OVER SANITARY WATER (BOT=1012.57) SANITARY (TOP=1001.17) 7 WATER OVER SANITARY WATER (BOT=1013.57) SANITARY (TOP=1009.90) 8 WATER OVER SANITARY WATER (BOT=1008.43) SANITARY (TOP=1002.15) 9 STORM OVER WATER STORM (BOT=1008.75) WATER (TOP=1007.25) 10 STORM OVER SANITARY STORM (BOT=1008.91) SANITARY (TOP=1007.25) 11 WATER OVER SANITARY WATER (BOT=1007.00) SANITARY (TOP=1004.72) 12 STORM OVER WATER STORM (BOT=1008.33) WATER (TOP=1006.83) 13 STORM OVER SANITARY STORM (BOT=1008.68) SANITARY (TOP=1003.26) 14 STORM OVER SANITARY STORM (BOT=1007.25) SANITARY (TOP=1003.86) 15 WATER OVER SANITARY WATER (BOT=1006.24) SANITARY (TOP=1003.73) 16 STORM OVER WATER STORM (BOT=1009.60) WATER (TOP=1008.10) 17 STORM OVER WATER STORM (BOT=1008.58) WATER (TOP=1002.75) 18 STORM OVER WATER STORM (BOT=1004.30) WATER (TOP=1002.80) 19 STORM OVER WATER STORM (BOT=1006.57) WATER (TOP=1005.07) 35 STORM OVER WATER STORM (BOT=1011.22) WATER (TOP=1008.35) 36 STORM OVER WATER STORM (BOT=1009.35) WATER (TOP=1007.85) 37 STORM OVER WATER STORM (BOT=1011.27) WATER (TOP=1009.77) 38 STORM OVER WATER STORM (BOT=1013.28) WATER (TOP=1010.80) NOTES 1. ALL CROSSINGS LISTED WITHIN 2.5' ARE MEASURED TO OUTSIDE PIPE DIAMETER 2. GASKETED JOINTS REQUIRED FOR STORM PIPES IN ALL CROSSINGS WITH WATER 22306 UTILITY (1 OF 3) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY SITE UTILITY PLAN (WEST) C3-22 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C3-22 SITE UTILITY PLAN (WEST) ---- ---- C3-22 WAUKEE IOWA 0 SCALE IN FEET 30 60 A-53A TRENCH DRAIN R=1015.80 28' LONG, 12" WIDE, 6" BOTTOM CONNECTION TO P-53A SIGMA HYDROTEC MAXI 300 (SEE SHEET C0-36) A-53A TRENCH DRAIN R=1015.75 28' LONG, 12" WIDE, 6" BOTTOM CONNECTION TO A-53A SIGMA HYDROTEC MAXI 300 (SEE SHEET C0-36) 15" RCP STORM PLUG I=1009.36 ELECTRIC TRANSFORMERS (2) CONTRACTOR TO COORDINATE PAD SIZE WITH ELECTRIC COMPANY (SEE ELECTRICAL) CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES FOR DRY UTILITY SERVICES CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES FOR FIBER AND TELEPHONE SERVICES CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES FOR DRY UTILITY STUBS 12/20/18 ISSUE FOR PERMIT AJR CONNECT ROOF DRAIN TO P-53A SEE SHEET C0-21 FOR RIP RAP SCHEDULE, TYP NOTES: 1.SEE SHEET C0-21 FOR STRUCTURE SCHEDULES 2.SEE SHEETS C3-30 - C3-33 FOR SANITARY SEWER PROFILES 3.SEE SHEETS C3-40 - C3-42 FOR WATERMAIN PROFILES 4.SEE SHEETS C3-50 - C3-56 FOR STORM SEWER PROFILES EXISTING 8" WATERMAIN ABANDONED 4" WATER SERVICE CONNECT ROOF DRAIN TO A-53A EXISTING 4" WATER SERVICE (SEE REMOVAL PLAN FOR MORE INFORMATION) 01/22/19 REVISED PER CITY REVIEW AJR 8" WATER 8" SANITARY 02/19/19 REVISED PER CITY REVIEW #2 AJR SUBDRAIN CONNECT TO A-24 SUBDRAIN CONNECT TO A-24 OFF-SITE UTILITY EASEMENT, TYP. FDC AND RISER ROOM 03/05/19 REVISED PER CITY REVIEW #3 AJR TEMPORARY CONSTRUCTION EASEMENT 40' ACCESS EASEMENT 40' ACCESS EASEMENT 03/26/18 REVISED PER CITY REVIEW #4 AJR PR O P O S E D W E T L A N D B A S I N HW L = 1 0 0 7 . 0 2 ' BO T T O M = 1 0 0 3 . 5 0 'FBOFBOFBOFBOFBOFBOFBOOU T L O T F OU T L O T G FB O FB O FB O FB O FB O FB O FB O post t post row post row f Propertie s L c } HH P- 5 6 1 6 8 ' x 1 8 " R C P @ 0 . 5 0 % P-52 29'x24" RCP @ 0.58%P-51 243'x24" RCP @ 0.50%P-55 28'x18" RCP @ 0.50% P-60 19'x24" RCP @ 0.20% P-61A 25'x24" RCP @ 0.20% P-53 25'x18" RCP @ 1.81% P-54 38'x18" RCP @ 0.50% P-2 4 2 8 5 ' x 1 5 " R C P @ 0 . 5 0 % P-59 30'x12" RCP @ 0.46% P-5 8 2 2 3 ' x 1 5 " R C P @ 0 . 5 6 % I=1008.50 (P-54) I=1008.50 (P-53A) I=1008.30 (P-53) R=1012.55 A-53 I=1007.48 (P-52) I=1004.71 (P-51) I=1006.57 (P-58) R=1012.61 A-51 I=1007.85 (P-53) I=1007.65 (P-52) I=1008.96 (P-56) R=1012.48 A-52 I=1008.89 (P-55) I=1008.69 (P-54) R=1012.53 A-54 I=1008.02 (P-59) I=1007.82 (P-58) R=1011.13 A-58 I=1009.03 (P-55) R=1012.53 A-55 I=1008.16 (P-59) R=1011.13 A-59 I=1003.45 (P-61A) I=1003.35 (P-60) SEE DETAIL R=1008.03 A-61 I=1006.71 (P-22) I=1007.69 (P-23) R=1011.46 A-22 FES-60 I=1003.31 FES-61 I=1003.50 FES-51 I=1003.50 I=1007.00 (P-24) R=1010.26 A-24 12 1314 15 18 19 20 21 UTILITY CROSSING SCHEDULE# 12 STORM OVER WATER STORM (BOT=1008.33) WATER (TOP=1006.83) 13 STORM OVER SANITARY STORM (BOT=1008.68) SANITARY (TOP=1003.26) 14 STORM OVER SANITARY STORM (BOT=1007.25) SANITARY (TOP=1003.86) 15 WATER OVER SANITARY WATER (BOT=1006.24) SANITARY (TOP=1003.73) 16 STORM OVER WATER STORM (BOT=1009.60) WATER (TOP=1008.10) 17 STORM OVER WATER STORM (BOT=1008.58) WATER (TOP=1002.75) 18 STORM OVER WATER STORM (BOT=1004.30) WATER (TOP=1002.80) 19 STORM OVER WATER STORM (BOT=1006.57) WATER (TOP=1005.07) 20 STORM OVER SANITARY STORM (BOT=1007.80) SANITARY (TOP=1004.14) 21 WATER OVER SANITARY WATER (BOT=1006.50) SANITARY (TOP=1003.70) 34 STORM OVER STORM STORM (BOT=1007.40) STORM (TOP=1006.00) 35 STORM OVER WATER STORM (BOT=1011.22) WATER (TOP=1008.35) 36 STORM OVER WATER STORM (BOT=1009.35) WATER (TOP=1007.85) NOTES 1. ALL CROSSINGS LISTED WITHIN 2.5' ARE MEASURED TO OUTSIDE PIPE DIAMETER 2. GASKETED JOINTS REQUIRED FOR STORM PIPES IN ALL CROSSINGS WITH WATER 22306 UTILITY (1 OF 3) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY SITE UTILITY PLAN (SOUTHWEST) C3-23 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C3-23 SITE UTILITY PLAN (SOUTHWEST) ---- ---- C3-23 WAUKEE IOWA 0 SCALE IN FEET 30 60 CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES FOR FIBER AND TELEPHONE SERVICES CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES FOR DRY UTILITY STUBS SEE SHEET C0-21 FOR RIP RAP SCHEDULE, TYP NOTES: 1.SEE SHEET C0-21 FOR STRUCTURE SCHEDULES 2.SEE SHEETS C3-30 - C3-33 FOR SANITARY SEWER PROFILES 3.SEE SHEETS C3-40 - C3-42 FOR WATERMAIN PROFILES 4.SEE SHEETS C3-50 - C3-56 FOR STORM SEWER PROFILES EXISTING 4" WATER SERVICE TO BE ABANDONED (SEE REMOVAL PLAN FOR MORE INFORMATION) EXISTING 4" WATER SERVICE TO BE ABANDONED (SEE REMOVAL PLAN FOR MORE INFORMATION) 01/22/18 REVISED PER CITY REVIEW AJR 8" WATER 8" SANITARY 02/19/19 REVISED PER CITY REVIEW #2 AJR SUBDRAIN CONNECT TO A-24 SUBDRAIN CONNECT TO A-24 YARD 49,896 SF PROPOSED BIO-CELL HWL = 1011.74' BOTTOM = 1008.00'FBOFBOFBOFBOFBOFBOFLEET STREETT S T R E E T N . OU T L O T C LO T 1 I=999.96 (P-2) I=997.97 (P-1) I=1005.08 (P-26) I=1010.08 (P-1A) R=1013.61 A-1 I=1002.03 (P-41) I=1001.83 (P-40) R=1012.55 A-40 I=1004.88 (P-42) I=1004.68 (P-41) I=1004.88 (P-41A) R=1014.02 A-41 I=1006.40 (P-27) I=1006.20 (P-26) R=1011.59 A-26 I=1005.00 (P-42) R=1009.94 A-42 -34 1 7 1 ' x 1 2 " R C P @ 0 . 5 2 %P-33 123'x12" RCP @ 0.50%P-31 242'x18" RCP @ 1 . 7 9 % P-30 1 18'x24" R C P @ 1. 6 6 % P-1 3 2 2 8 ' x 2 4 " R C P @ 0 . 5 0 % P-10 8'x36" RCP @ 0.68%P-9 128'x36" RCP @ 0.49%P-1 87'x48" RC P @ 1 . 7 0 % P-29 73'x15" RCP @ 0.50%P-28 73'x18" RCP @ 0.50% P-2 7 1 3 0 ' x 2 4 " R C P @ 0 . 5 0 %P-26 223'x24" RCP @ 0.50%P-12 128'x18" RCP @ 0.50%P-11 148'x24" RCP @ 0.49%P-41 265'x30" RCP @ 1.00%P- 4 0 6 2 ' x 3 0 " R C P @ 1 . 3 3 % P-26C 100'x10" PVC @ 1.00% P-26B 99'x10" PVC @ 1.00% P-26A 58'x10" PVC @ 1.00% P-1A 46'x10" PVC @ 2.00% P-2A 44'x10" PVC @ 1.00% P-42 23'x12" RCP @ 0.50% P-29A 73'x15" RCP @ 0.50% I=1015.81 (P-34) I=1015.61 (P-33) R=1020.84 A-33 I=1015.00 (P-33) I=1014.80 (P-31) I=1015.00 (P-32) R=1019.73 A-31 I=1010.46 (P-31) I=1009.96 (P-30) R=1014.46 A-30 I=1008.48 (P-12) I=1008.28 (P-11) R=1012.62 A-11 I=1009.12 (P-12) R=1012.62 A-12 I=1008.18 (P-29) I=1008.38 (P-29A) R=1013.80 A-29 I=1007.81 (P-29) I=1007.61 (P-28) R=1013.48 A-28 I=1007.25 (P-28) I=1007.05 (P-27) R=1013.08 A-27 FES-30 I=1008.00 I=1007.30 (P-10) I=1007.10 (P-9) R=1012.35 A-9 I=1007.45 (P-13) I=1007.35 (P-10) I=1007.55 (P-11) R=1012.35 A-10 FES-40 I=1001.00 FES-1 I=996.50 I=1008.75 (P-29A) R=1014.30 A-29A P-41A 6'x30" RCP @ 0.50% 1 2 3 27 29 27 30 31 32 33 UTILITY CROSSING SCHEDULE# 1 WATER OVER SANITARY WATER (BOT=10015.24) SANITARY (TOP=1000.57) 2 STORM OVER SANITARY STORM (BOT=1015.65) SANITARY (TOP=1000.70) 3 STORM OVER WATER STORM (BOT=1015.82) WATER (TOP=1014.32) 27 STORM OVER WATER STORM (BOT=1010.50) WATER (TOP=1008.00) 28 WATER OVER STORM WATER (BOT=1007.50) STORM (TOP=1003.50) 29 WATER OVER STORM WATER (BOT=1006.90) STORM (TOP=1004.10) 30 STORM OVER WATER STORM (BOT=1007.70) WATER (TOP=1006.20) 31 STORM OVER WATER STORM (BOT=1010.20) WATER (TOP=1008.70) 32 STORM OVER WATER STORM (BOT=1009.70) WATER (TOP=1008.20) 33 STORM OVER WATER STORM (BOT=1006.17) WATER (TOP=1004.67) NOTES 1. ALL CROSSINGS LISTED WITHIN 2.5' ARE MEASURED TO OUTSIDE PIPE DIAMETER 2. GASKETED JOINTS REQUIRED FOR STORM PIPES IN ALL CROSSINGS WITH WATER 22306 UTILITY (1 OF 3) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY SITE UTILITY PLAN (NORTH) C3-24 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C3-24 SITE UTILITY PLAN (NORTH) ---- ---- C3-24 WAUKEE IOWA 0 SCALE IN FEET 30 60 A-26A TRENCH DRAIN R=1010.90 28' LONG, 12" WIDE, 6" BOTTOM CONNECTION TO P-53A SIGMA HYDROTEC MAXI 300 (SEE SHEET C0-36) CONNECT ROOF DRAIN TO P-1A I=1011.00 CONNECT ROOF DRAIN TO P-26B I=1011.00 CONNECT P-26C TO CANOPY ROOF DRAIN COLLECTOR (SEE ARCH) I=1010.50 CONNECT ROOF DRAIN TO P-2A I=1011.00 CONNECT P-2A TO P-2 WITH BLIND CONNECTION CONNECT P-26A TO P-26 WITH BLIND CONNECTION CONNECT P-26C TO P-26 WITH BLIND CONNECTION 8" - 22.5° BEND (2) 8"x6" TEES HYDRANT AND GATE VALVE HYDRANT AND GATE VALVE (2) 8" - 45° BENDS 8"x6" TEE HYDRANT AND GATE VALVE 8"x6" TEE HYDRANT AND GATE VALVE YARD HYDRANT (SEE PLUMBING) 8" C900 PVC WATERMAIN 8" C900 PVC WATERMAINSUBDRAIN (SEE INFILTRATION BASIN DETAIL) CONNECT SUBDRAIN TO A-42 SEE SHEET C0-21 FOR RIP RAP SCHEDULE, TYP NOTES: 1.SEE SHEET C0-21 FOR STRUCTURE SCHEDULES 2.SEE SHEETS C3-30 - C3-33 FOR SANITARY SEWER PROFILES 3.SEE SHEETS C3-40 - C3-42 FOR WATERMAIN PROFILES 4.SEE SHEETS C3-50 - C3-56 FOR STORM SEWER PROFILES 5.FES-30 AND ALL UPSTREAM STORM SEWER ARE TO REMAIN OFFLINE UNTIL THE BIO-CELL AND UPSTREAM AREAS HAVE STABILIZED. IF PROJECT SCHEDULE DOES NOT ALLOW FOR THIS PHASING P-30 IS TO BE PLUGGED UNTIL REQUIREMENTS ARE MET. 01/22/19 REVISED PER CITY REVIEW AJR 1" WATER LINE WITH 5.5' OF COVER (SEE PLUMBING) 8" SANITARY 8" x 6" TEE 6" GATE VALVE WATER SERVICE FOR POLE BARN FIRE PROTECTION (SEE PLUMBING FOR CONNECTION) 02/19/19 REVISED PER CITY REVIEW #2 AJR 03/05/19 REVISED PER CITY REVIEW #3 AJR 03/26/19 REVISED PER CITY REVIEW #4 AJRCONNECT P-26B TO P-26 WITH BLIND CONNECTION PROPOSED BUILDING 187,834 SF F.F.E. = 1015.0' FB O FB O FB O FB O FB O FB O FB O FB O FB O FB O FBO FBO FBO FBO FBO FBO FBO post row post row post row INTERSTATE 80 HHP-9 128'x36" RCP @ 0.49%P-8 128'x36" RCP @ 0.50%P-7 104'x36" RCP @ 0.49%P-6 33 0 ' x 4 8 " R C P @ 0 . 5 0 % P-5 166'x48" RCP @ 0.50%P-4 81'x48" RCP @ 0 . 2 5 %P-3 89'x48" RCP @ 0.25%P-2 428'x48" RCP @ 0.25%P-71A 109'x42" RCP @ 2.74%P-71 248'x42" RCP @ 1.67%P-70 9'x42" RCP @ 1.00% P-22 8'x15" RCP @ 3.42% P-23 29'x12" RCP @ 0.98% P-2 4 2 8 5 ' x 1 5 " R C P @ 0 . 5 0 % P-2B 44'x10" PVC @ 1.00% P-2C 44'x10" PVC @ 1.00% P-2D 44'x10" PVC @ 1.00% P-2E 44'x10" PVC @ 1.00% I=1001.23 (P-3) I=1001.03 (P-2) R=1013.25 A-2 I=1002.05 (P-5) I=1001.85 (P-4) R=1013.36 A-4I=1003.08 (P-6) I=1002.88 (P-5) R=1013.34 A-5 I=1006.47 (P-9) I=1006.27 (P-8) R=1012.15 A-8 I=1005.63 (P-8) I=1005.43 (P-7) R=1011.97 A-7 I=1004.92 (P-7) I=1004.72 (P-6) I=1006.45 (P-22) I=1005.57 (P-24) R=1010.00 A-6 I=1001.65 (P-4) I=1001.45 (P-3) R=1013.92 A-3 I=1006.71 (P-22) I=1007.69 (P-23) R=1011.46 A-22 I=996.34 (P-71) I=995.34 (P-70) R=1003.96 A-70 I=1007.98 (P-23) R=1011.46 A-23 FES-71 I=995.00 22 23 24 25 26 27 27 27 27 28 UTILITY CROSSING SCHEDULE# 22 STORM OVER SANITARY STORM (BOT=1007.60) SANITARY (TOP=1005.85) 23 SANITARY OVER WATER SANITARY (BOT=1008.00) WATER (TOP=1006.50) 24 STORM OVER WATER STORM (BOT=1003.34) WATER (TOP=1001.84) 25 SANITARY OVER STORM SANITARY (BOT=1008.66) STORM (TOP=1008.16) 26 STORM OVER WATER STORM (BOT=1001.14) WATER (TOP=999.64) 27 STORM OVER WATER STORM (BOT=1010.50) WATER (TOP=1008.00) 28 WATER OVER STORM WATER (BOT=1007.50) STORM (TOP=1003.50) NOTES 1. ALL CROSSINGS LISTED WITHIN 2.5' ARE MEASURED TO OUTSIDE PIPE DIAMETER 2. GASKETED JOINTS REQUIRED FOR STORM PIPES IN ALL CROSSINGS WITH WATER 22306 UTILITY (1 OF 3) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY SITE UTILITY PLAN (SOUTH) C3-25 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C3-25 SITE UTILITY PLAN (SOUTH) ---- ---- C3-25 WAUKEE IOWA 0 SCALE IN FEET 30 60 CONNECT ROOF DRAIN TO P-2B I=1011.00 CONNECT ROOF DRAIN TO P-2C I=1011.00 CONNECT ROOF DRAIN TO P-2D I=1011.00 CONNECT ROOF DRAIN TO P-2E I=1011.00 CONNECT P-2E TO P-2 WITH BLIND CONNECTION CONNECT P-2D TO P-2 WITH BLIND CONNECTION CONNECT P-2C TO P-2 WITH BLIND CONNECTION CONNECT P-2B TO P-2 WITH BLIND CONNECTION 8"x6" TEE HYDRANT AND GATE VALVE 8" x 4" TEE 8" - 45° BEND 8" - 45° BEND 8" - 45° BEND 8" GATE VALVE 8"x8" TEE 1" WET TAP 4" CURB STOP 8" x 6" TEEHYDRANT AND GATE VALVE8" x 6" TEE HYDRANT AND GATE VALVE 8" 22.5° BEND 8" C900 PVC WATERMAIN 8" C900 PVC WATERMAIN8" FIRE PROTECTION SERVICE TO 5' FROM BUILDING, CONNECTION INTO BUILDING BY MECHANICAL CONTRACTOR6" WATERMAINCONTRACTOR TO COORDINATE WITH UTILITY COMPANIES FOR GAS AND ELECTRIC SERVICES CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES FOR FIBER AND TELEPHONE SERVICES SEE SHEET C0-21 FOR RIP RAP SCHEDULE, TYP NOTES: 1.SEE SHEET C0-21 FOR STRUCTURE SCHEDULES 2.SEE SHEETS C3-30 - C3-33 FOR SANITARY SEWER PROFILES 3.SEE SHEETS C3-40 - C3-42 FOR WATERMAIN PROFILES 4.SEE SHEETS C3-50 - C3-56 FOR STORM SEWER PROFILES EXISTING 4" WATER SERVICE CONNECT SALVAGED METER TO EXISTING 4" SERVICE USING A 4" TO 1" REDUCER (SEE REMOVAL PLAN FOR MORE INFORMATION) 1" SERVICE 01/22/19 REVISED PER CITY REVIEW AJR WPIV, FDC AND FIRE RISER ROOM (SEE PLUMBING) 8" GATE VALVE CONNECT 1" SERVICE TO SALVAGED METER 4" DOMESTIC WATER SERVICE TO 5' FROM BUILDING, CONNECTION INTO BUILDING BY MECHANICAL CONTRACTOR 8" GATE VALVE 02/19/19 REVISED PER CITY REVIEW #2 AJR SUBDRAIN CONNECT TO A-6 03/05/19 REVISED PER CITY REVIEW #3 AJR 03/26/19 REVISED PER CITY REVIEW #4 AJR PROPOSED WET PONDHWL = 1005.28'NWL = 1001.00'BOTTOM = 995.00'OUTLOT DOUTLOT EI=1006.40 (P-27) I=1006.20 (P-26) R=1011.59 A-26 I=1004.88 (P-42) I=1004.68 (P-41) I=1004.88 (P-41A) R=1014.02 A-41 I=1002.03 (P-41) I=1001.83 (P-40) R=1012.55 A-40 I=999.96 (P-2) I=997.97 (P-1) I=1005.08 (P-26) I=1010.08 (P-1A) R=1013.61 A-1 {Goodall, Charles F & Cheryl A Jtrs}I=1005.00 (P-42) SEE DETAIL R=1009.94 A-42 P-2 428'x48" RCP @ 0.25%P-1 87'x48" RCP @ 1.70%P-27 130'x24" RCP @ 0.50%P-26 223'x24" RCP @ 0.50% P-71A 109'x42" RCP @ 2 . 7 4 % P-7 1 2 4 8 ' x 4 2 " R C P @ 1 . 6 7 % P-41 265'x30" RCP @ 1.00%P-40 62'x30" RCP @ 1.33%26C 100'x10" PVC @ 1.00%P-26B 99'x10" PVC @ 1.00%P-26A 58'x10" PVC @ 1.00%P-1A 46'x10" PVC @ 2.00%P-2A 44'x10" PVC @ 1.00%P-2B 44'x10" PVC @ 1.00%P-2C 44'x10" PVC @ 1.00%P-2D 44'x10" PVC @ 1.00%P-2E 44'x10" PVC @ 1.00%P-42 23'x12" RCP @ 0.50% I=1001.23 (P-3) I=1001.03 (P-2) R=1013.25 FES-40 I=1001.00 FES-1 I=996.50 I=998.00 (P-71A) I=1000.50 (P-71) SEE DETAIL R=1006.56 A-71 FES-71 I=995.00 P-41A 6'x30" RCP @ 0.50%2727272728292730313233UTILITY CROSSING SCHEDULE# 27 STORM OVER WATER STORM (BOT=1010.50) WATER (TOP=1008.00) 28 WATER OVER STORM WATER (BOT=1007.50) STORM (TOP=1003.50) 29 WATER OVER STORM WATER (BOT=1006.90) STORM (TOP=1004.10) 30 STORM OVER WATER STORM (BOT=1007.70) WATER (TOP=1006.20) 31 STORM OVER WATER STORM (BOT=1010.20) WATER (TOP=1008.70) 32 STORM OVER WATER STORM (BOT=1009.70) WATER (TOP=1008.20) 33 STORM OVER WATER STORM (BOT=1006.17) WATER (TOP=1004.67) NOTES 1. ALL CROSSINGS LISTED WITHIN 2.5' ARE MEASURED TO OUTSIDE PIPE DIAMETER 2. GASKETED JOINTS REQUIRED FOR STORM PIPES IN ALL CROSSINGS WITH WATER 22306 UTILITY (1 OF 3) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY SITE UTILITY PLAN (EAST) C3-26 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C3-26 SITE UTILITY PLAN (EAST) ---- ---- C3-26 WAUKEE IOWA 0 SCALE IN FEET 30 60 SEE SHEET C0-21 FOR RIP RAP SCHEDULE, TYP NOTES: 1.SEE SHEET C0-21 FOR STRUCTURE SCHEDULES 2.SEE SHEETS C3-30 - C3-33 FOR SANITARY SEWER PROFILES 3.SEE SHEETS C3-40 - C3-42 FOR WATERMAIN PROFILES 4.SEE SHEETS C3-50 - C3-56 FOR STORM SEWER PROFILES 01/22/19 REVISED PER CITY REVIEW AJR 02/19/19 REVISED PER CITY REVIEW #2 AJR 03/26/19 REVISED PER CITY REVIEW #4 AJR SP-2 281'x8" PVC @0.40% SP-1 239'x8" PVC @0.40% SANITARY STA -0+50 TO 4+50 995 1000 1005 1010 1015 1020 1025 1030 995 1000 1005 1010 1015 1020 1025 1030 -0+251026.60+001026.00+251025.10+501024.21022.600+751023.21022.131+001022.31021.521+251021.71021.211+501021.31020.891+751021.31020.582+001021.31020.262+251021.31019.952+501021.11019.632+751020.91019.323+001020.31019.003+251019.51018.663+501018.71018.313+751017.81017.974+001016.81017.634+251015.71017.28S-1 R=1019.02 I=1000.27 (8") SP-2 I=1000.17 (8") SP-1 I=1008.17 (6") SP-2A EXISTING GROUND PROPOSED GROUND P-34 - 12" RCP CONNECT SP-1 TO EXISTING SANITARY PIPE C C NOTE: XXX.X - EXISTING GROUND L XXX.XX - PROPOSED GRADE L 8" C900 PVC WATERMAIN 8" C900 PVC WATERMAIN P-32 - 15" RCP FBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBO FLEET STREET FLEET STREET N.OUTLOT AOU -1 01234SE KETTLESTONE BLV I=1000.27 (SP-2) I=1000.17 (SP-1) I=1008.17 (SP-2A) R=1019.02 S-1 SP-2 281'x8" PVC @ 0.40%SP-1 239'x8" PVC @ 0.40%SP-2 281'x8" PVC @ 0.40% UTILITY CROSSING SCHEDULE# 1 WATER OVER SANITARY WATER (BOT=10015.24) SANITARY (TOP=1000.57) 2 STORM OVER SANITARY STORM (BOT=1015.65) SANITARY (TOP=1000.70) 3 STORM OVER WATER STORM (BOT=1015.82) WATER (TOP=1014.32) 4 STORM OVER WATER STORM (BOT=1015.18) WATER (TOP=1013.68) 5 STORM OVER SANITARY STORM (BOT=1015.40) SANITARY (TOP=1001.08) 6 WATER OVER SANITARY WATER (BOT=1012.57) SANITARY (TOP=1001.17) 7 WATER OVER SANITARY WATER (BOT=1013.57) SANITARY (TOP=1009.90) NOTES 1. ALL CROSSINGS LISTED WITHIN 2.5' ARE MEASURED TO OUTSIDE PIPE DIAMETER 2. GASKETED JOINTS REQUIRED FOR STORM PIPES IN ALL CROSSINGS WITH WATER 22306 UTILITY (2 OF 3) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY SANITARY PROFILES C3-30 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C3-30 SANITARY PROFILES ---- ---- C3-30 WAUKEE IOWA 0 SCALE IN FEET 20 40 0 V E R T. 8 16 6" SANITARY PLUG I-1010.5' CONNECT SP-1A TO SP-1 WITH WYE CONNECTION 12" WATER CONNECT SP-1 TO EXISTING SANITARY PIPE 6" SANITARY SERVICE WITH RISER (SEE DETAIL) 6" SANITARY PLUG I-1010.1' 6" SANITARY SERVICE (SEE DETAIL) 1 2 3 4 5 6 7 12/20/18 ISSUE FOR PERMIT AJR NOTES: 1.SEE SHEET C0-21 FOR STRUCTURE SCHEDULES 2.SEE SHEETS C3-20 - C3-26 FOR OVERALL UTILITY SHEETS 3.SEE SHEETS C3-40 - C3-42 FOR WATERMAIN PROFILES 4.SEE SHEETS C3-50 - C3-56 FOR STORM SEWER PROFILES 01/22/19 REVISED PER CITY REVIEW AJR 12" WATERMAIN (BY OTHERS) 12" WATER STUB TO BE COORDINATED WITH CITY PROJECT 8" WATER 8" WATER 02/19/19 REVISED PER CITY REVIEW #2 AJR 03/05/19 REVISED PER CITY REVIEW #3 AJR SANITARY MANHOLE R=1023.85 (ESTIMATED) INV (S) 8" PVC= 998.85 (BY OTHERS) 8" SANITARY STUB @ 0.40% (BY OTHERS) 15" SANITARY SEWER (BY OTHERS) SANITARY MANHOLE R=1023.85 (ESTIMATED) INV (S) 8" PVC= 998.85 (BY OTHERS) 8" SANITARY STUB @ 0.40% (BY OTHERS) 8" SANITARY STUB TO BE COORDINATED WITH CITY PROJECT 03/26/19 REVISED PER CITY REVIEW #4 AJR 8" SANITARY STUB TO BE COORDINATED WITH CITY PROJECT SP-2 281'x8" PVC @0.40% SANITARY STA 4+25 TO 9+25 990 995 1000 1005 1010 1015 1020 1025 990 995 1000 1005 1010 1015 1020 1025 4+501014.81016.944+751014.01016.595+001013.51016.255+251013.01015.905+501012.51015.555+751012.01015.176+001011.61014.896+251011.21014.646+501010.81014.396+751010.41014.137+001010.01013.877+251009.91013.617+501009.91013.357+751009.81013.098+001009.61012.838+251009.41012.588+501009.11012.238+751008.81012.009+001008.61011.95SP-5 244'x8" @0.40% S-3 R=1012.14 I=1002.80 (8") SP-5 I=1002.70 (8") SP-3 I=1002.92 (8") SP-4 I=1002.80 (6") SP-5A SP-3 301'x8" PVC @0.40% S-2 R=1015.10 I=1001.49 (8") SP-3 I=1001.39 (8") SP-2 EXISTING GROUND PROPOSED GROUND P-54 - 18" RCP P-15 - 24" RCP C C NOTE: XXX.X - EXISTING GROUND L XXX.XX - PROPOSED GRADE LC-STORE7,159 SFFFE = 1016.0'FBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBO FBOFBOFBOFBOFBO456789 3 0I=1001.49 (SP-3) I=1001.39 (SP-2) R=1015.10 S-2 I=1002.80 (SP-5) I=1002.70 (SP-3) I=1002.92 (SP-4) I=1002.80 (SP-5A) R=1012.14 S-3SP-5 244'x8" PVC SP-3 301'x8 " P V C @ 0 . 4 0 % SP-2 281'x8" PVC @ 0.40%SP-4 106'x8" PVC @ 0.40%SP-5A 43'x6 " P V C @ 1 . 1 0 % SP-2 281'x8" PVC @ 0.40% SP-4B 74'x 6 " P V C @ 4 . 0 0 % UTILITY CROSSING SCHEDULE# 8 WATER OVER SANITARY WATER (BOT=1008.43) SANITARY (TOP=1002.15) 9 STORM OVER WATER STORM (BOT=1008.75) WATER (TOP=1007.25) 10 STORM OVER SANITARY STORM (BOT=1008.91) SANITARY (TOP=1007.25) 11 WATER OVER SANITARY WATER (BOT=1007.00) SANITARY (TOP=1004.72) 12 STORM OVER WATER STORM (BOT=1008.33) WATER (TOP=1006.83) 13 STORM OVER SANITARY STORM (BOT=1008.68) SANITARY (TOP=1003.26) 14 STORM OVER SANITARY STORM (BOT=1007.25) SANITARY (TOP=1003.86) 15 WATER OVER SANITARY WATER (BOT=1006.24) SANITARY (TOP=1003.73) 19 STORM OVER WATER STORM (BOT=1006.57) WATER (TOP=1005.07) 16 STORM OVER WATER STORM (BOT=1009.60) WATER (TOP=1008.10) 17 STORM OVER WATER STORM (BOT=1008.58) WATER (TOP=1002.75) 18 STORM OVER WATER STORM (BOT=1004.30) WATER (TOP=1002.80) UTILITY CROSSING SCHEDULE# NOTES 1. ALL CROSSINGS LISTED WITHIN 2.5' ARE MEASURED TO OUTSIDE PIPE DIAMETER 2. GASKETED JOINTS REQUIRED FOR STORM PIPES IN ALL CROSSINGS WITH WATER 36 STORM OVER WATER STORM (BOT=1009.35) WATER (TOP=1007.85) 21 WATER OVER SANITARY WATER (BOT=1006.50) SANITARY (TOP=1003.70) 22306 UTILITY (2 OF 3) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY SANITARY PROFILES C3-31 - --- -- -- 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C3-31 SANITARY PROFILES ---- ---- C3-31 WAUKEE IOWA 0 SCALE IN FEET 20 40 0 V E R T. 8 16 8 9 12 13 14 15 19 18 12/20/18 ISSUE FOR PERMIT AJR 21 36NOTES: 1.SEE SHEET C0-21 FOR STRUCTURE SCHEDULES 2.SEE SHEETS C3-20 - C3-26 FOR OVERALL UTILITY SHEETS 3.SEE SHEETS C3-40 - C3-42 FOR WATERMAIN PROFILES 4.SEE SHEETS C3-50 - C3-56 FOR STORM SEWER PROFILES 01/22/19 REVISED PER CITY REVIEW AJR 8" WATER 8" WATER 8" WATER 8" WATER 02/19/19 REVISED PER CITY REVIEW #2 AJR 16 6" SANITARY PLUG I=1004.51 03/26/19 REVISED PER CITY REVIEW #4 AJR SP-6 244'x8" PVC @0.72% SP-5 244'x8" PVC @0.40% SANITARY STA 9+00 TO 14+00 990 995 1000 1005 1010 1015 1020 1025 990 995 1000 1005 1010 1015 1020 1025 9+251008.31011.739+501008.11011.589+751008.01011.4210+001007.91011.2710+251008.01011.1210+501008.01011.0410+751008.11011.2211+001008.31011.4011+251009.51011.5811+501010.41011.7611+751010.71011.9512+001010.41011.8912+251010.41011.7412+501010.41011.5912+751010.01011.4413+001009.21011.3913+251008.61011.7213+501008.31011.9913+751008.81012.24S-5 R=1011.59 I=1003.87 (8") SP-6 I=1003.77 (8") SP-5 EXISTING GROUND PROPOSED GROUND S-6 R=1012.16 I=1007.12 (6") SP-7 I=1005.62 (8") SP-6 P-59 - 12" RCP P-23 - 12" RCP C C NOTE: XXX.X - EXISTING GROUND L XXX.XX - PROPOSED GRADE L 22 20 8 9101112131 4 I=1007.12 (SP-7) I=1005.62 (SP-6) R=1012.16 S-6 I=1002.80 (SP-5) I=1002.70 (SP-3) I=1002.92 (SP-4) I=1002.80 (SP-5A) R=1012.14 S-3 I=1003.87 (SP-6) I=1003.77 (SP-5) R=1011.59 S-5 SP-7 18 7'x 6" P V C @ 1. 0 5 % SP-6 244'x8" PVC @ 0.72%SP-5 244'x8" PVC @ 0.40%SP-5A 43'x6" PVC @ 1.10%UTILITY CROSSING SCHEDULE# 20 STORM OVER SANITARY STORM (BOT=1007.80) SANITARY (TOP=1004.14) 21 WATER OVER SANITARY WATER (BOT=1006.50) SANITARY (TOP=1003.70) 22 STORM OVER SANITARY STORM (BOT=1007.60) SANITARY (TOP=1005.85) NOTES 1. ALL CROSSINGS LISTED WITHIN 2.5' ARE MEASURED TO OUTSIDE PIPE DIAMETER 2. GASKETED JOINTS REQUIRED FOR STORM PIPES IN ALL CROSSINGS WITH WATER 22306 UTILITY (2 OF 3) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY SANITARY PROFILES C3-32 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C3-32 SANITARY PROFILES ---- ---- C3-32 WAUKEE IOWA 0 SCALE IN FEET 20 40 0 V E R T. 8 16 6" SANITARY PLUG I=1004.51 20 21 22 NOTES: 1.SEE SHEET C0-21 FOR STRUCTURE SCHEDULES 2.SEE SHEETS C3-20 - C3-26 FOR OVERALL UTILITY SHEETS 3.SEE SHEETS C3-40 - C3-42 FOR WATERMAIN PROFILES 4.SEE SHEETS C3-50 - C3-56 FOR STORM SEWER PROFILES 01/22/19 REVISED PER CITY REVIEW AJR 8" WATER 02/19/19 REVISED PER CITY REVIEW #2 AJR SANITARY STA 13+00 TO 18+00 990 995 1000 1005 1010 1015 1020 1025 990 995 1000 1005 1010 1015 1020 1025 14+001008.71012.6714+251008.51013.0514+501008.41013.4114+751008.41013.5915+001007.51013.9715+251006.91014.2815+501006.71014.0715+751006.71014.67S-7 R=1014.07 I=1009.17 (6") SP-7A I=1009.07 (6") SP-7 SP-7 187'x6" PVC @1.05% EXISTING GROUND PROPOSED GROUND P-6 - 48" RCP C C NOTE: XXX.X - EXISTING GROUND L XXX.XX - PROPOSED GRADE L 25 SP-7A 35'x6" PVC @1.05%141515 23 24 25 26 I=1009.17 (SP-7A) I=1009.07 (SP-7) R=1014.07 S-7 I=1007.12 (SP-7) I=1005.62 (SP-6) R=1012.16 S-6 SP-7A 35'x6" PVC @ 1.05% SP-7 187'x6" PVC @ 1.05% UTILITY CROSSING SCHEDULE# 23 SANITARY OVER WATER SANITARY (BOT=1008.00) WATER (TOP=1006.50) 24 STORM OVER WATER STORM (BOT=1003.34) WATER (TOP=1001.84) 25 SANITARY OVER STORM SANITARY (BOT=1008.66) STORM (TOP=1008.16) 26 STORM OVER WATER STORM (BOT=1001.14) WATER (TOP=999.64) NOTES 1. ALL CROSSINGS LISTED WITHIN 2.5' ARE MEASURED TO OUTSIDE PIPE DIAMETER 2. GASKETED JOINTS REQUIRED FOR STORM PIPES IN ALL CROSSINGS WITH WATER 22306 UTILITY (2 OF 3) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY SANITARY PROFILES C3-33 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C3-33 SANITARY PROFILES ---- ---- C3-33 WAUKEE IOWA 0 SCALE IN FEET 20 40 0 V E R T. 8 16 4" DOMESTIC WATER SERVICE TO 5' FROM BUILDING, CONNECTION INTO BUILDING BY MECHANICAL CONTRACTOR 4" CURB STOP 8" x 6" TEE HYDRANT AND GATE VALVE 8" x 6" TEE HYDRANT AND GATE VALVE 8" 22.5° BEND 8" C900 PVC WATERMAIN 8" C900 PVC WATERMAIN6" C900 PVC WATERMAINNOTES: 1.SEE SHEET C0-21 FOR STRUCTURE SCHEDULES 2.SEE SHEETS C3-20 - C3-26 FOR OVERALL UTILITY SHEETS 3.SEE SHEETS C3-40 - C3-42 FOR WATERMAIN PROFILES 4.SEE SHEETS C3-50 - C3-56 FOR STORM SEWER PROFILES 01/22/19 REVISED PER CITY REVIEW AJR 02/19/19 REVISED PER CITY REVIEW #2 AJR 8" - 45° BEND 8" - 45° BEND 8" GATE VALVE 8"x8" TEE 1" WET TAP CONNECT SALVAGED METER TO EXISTING 4" SERVICE USING A 4" TO 1" REDUCER (SEE REMOVAL PLAN FOR MORE INFORMATION) 1" SERVICE 8" GATE VALVE CONNECT 1" SERVICE TO SALVAGED METER 8" FIRE PROTECTION SERVICE TO 5' FROM BUILDING, CONNECTION INTO BUILDING BY MECHANICAL CONTRACTOR WPIV, FDC AND FIRE RISER ROOM (SEE PLUMBING) 03/26/19 REVISED PER CITY REVIEW #4 AJR SP-4 106'x8" PVC @0.40% SANITARY SOUTHWEST 995 1000 1005 1010 1015 1020 1025 995 1000 1005 1010 1015 1020 1025 2+251009.21012.972+501009.21013.042+751009.01012.843+001008.91012.443+251008.91012.343+501008.71012.17S-4 R=1013.07 I=1003.44 (6") SP-4A I=1003.34 (8") SP-4 I=1006.04 (6") SP-4B S-3 R=1012.14 I=1002.80 (8") SP-5 I=1002.70 (8") SP-3 I=1002.92 (8") SP-4 I=1002.80 (6") SP-5A P-52 - 24" RCP C C NOTE: XXX.X - EXISTING GROUND L XXX.XX - PROPOSED GRADE L EXISTING GROUND PROPOSED GROUND SP-4A 43'x6" PVC @1.10% 14 15 8" C900 PVC WATERMAIN C-STORE 7,159 SF FFE = 1016.0'FBOFBOFBOFBOFBOFBOFBOFBO8 92 30 1 1 10 12 13 14 15 18 19 21 I=1003.44 (SP-4A) I=1003.34 (SP-4) I=1006.04 (SP-4B) R=1013.07 S-4 I=1002.80 (SP-5) I=1002.70 (SP-3) I=1002.92 (SP-4) I=1002.80 (SP-5A) R=1012.14 S-3SP-3 301'x8" SP-4A 43'x6" PVC @ 1.10%SP-4 106'x8" PVC @ 0.40%SP-5A 43'x6" PVC @ 1.10%SP-4B 74'x6" PVC @ 4.00%UTILITY CROSSING SCHEDULE# 10 STORM OVER SANITARY STORM (BOT=1008.91) SANITARY (TOP=1007.25) 11 WATER OVER SANITARY WATER (BOT=1007.00) SANITARY (TOP=1004.72) 12 STORM OVER WATER STORM (BOT=1008.33) WATER (TOP=1006.83) 13 STORM OVER SANITARY STORM (BOT=1008.68) SANITARY (TOP=1003.26) 14 STORM OVER SANITARY STORM (BOT=1007.25) SANITARY (TOP=1003.86) 15 WATER OVER SANITARY WATER (BOT=1006.24) SANITARY (TOP=1003.73) 16 STORM OVER WATER STORM (BOT=1009.60) WATER (TOP=1008.10) 17 STORM OVER WATER STORM (BOT=1008.58) WATER (TOP=1002.75) 18 STORM OVER WATER STORM (BOT=1004.30) WATER (TOP=1002.80) 20 STORM OVER SANITARY STORM (BOT=1007.80) SANITARY (TOP=1004.14) 35 STORM OVER WATER STORM (BOT=1011.22) WATER (TOP=1008.35) 36 STORM OVER WATER STORM (BOT=1009.35) WATER (TOP=1007.85) NOTES 1. ALL CROSSINGS LISTED WITHIN 2.5' ARE MEASURED TO OUTSIDE PIPE DIAMETER 2. GASKETED JOINTS REQUIRED FOR STORM PIPES IN ALL CROSSINGS WITH WATER SANITARY C-STORE 995 1000 1005 1010 1015 1020 1025 995 1000 1005 1010 1015 1020 1025 0+251010.01016.000+501009.71015.400+751009.31014.511+001009.21013.091+251009.21012.971+50 1+75 10 SP-4B 74'x 6 " P V C @ 4 . 0 0 % EXISTING GROUND PROPOSED GROUND C C NOTE: XXX.X - EXISTING GROUND L XXX.XX - PROPOSED GRADE L P-56 - 18" RCP S-4 R=1013.07 I=1003.44 (6") SP-4A I=1003.34 (8") SP-4 I=1006.04 (6") SP-4B 22306 UTILITY (2 OF 3) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY SANITARY PROFILES C3-34 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C3-34 SANITARY PROFILES ---- ---- C3-34 WAUKEE IOWA 0 SCALE IN FEET 20 40 0 V E R T. 8 16 6" SANITARY PLUG I-1003.91 12/20/18 ISSUE FOR PERMIT AJR CONSTRUCT 6" SANITARY SERVICE TO 5' FROM BUILDING, CONNECTION INTO BUILDING BY MECHANICAL CONTRACTOR I=1009.00' SAND/OIL SEPARATOR TO BE INSTALLED INSIDE BUILDING (SEE ARCH) NOTES: 1.SEE SHEET C0-21 FOR STRUCTURE SCHEDULES 2.SEE SHEETS C3-20 - C3-26 FOR OVERALL UTILITY SHEETS 3.SEE SHEETS C3-40 - C3-42 FOR WATERMAIN PROFILES 4.SEE SHEETS C3-50 - C3-56 FOR STORM SEWER PROFILES 01/22/19 REVISED PER CITY REVIEW AJR GREASE INTERCEPTOR OUTLET INVERT = 1012.83 (SEE PLUMBING) CONNECT GREASE INTERCEPTOR OUTLET TO SP-3B WITH 4" PVC AND WYE CONNECTION I=1007.82 6" SANITARY PLUG I=1004.51 02/19/19 REVISED PER CITY REVIEW #2 AJR 03/26/19 REVISED PER CITY REVIEW #4 AJR WATERMAIN STA. 0+00 - 5+00 995 1000 1005 1010 1015 1020 1025 1030 995 1000 1005 1010 1015 1020 1025 1030 0+251024.01022.690+501023.01021.820+751022.31021.461+001021.81021.601+251021.41021.621+501021.31021.291+751021.21020.972+001021.11020.642+251020.71020.322+501020.31019.992+751019.61019.663+001018.91019.333+251018.11018.993+501017.21018.663+751016.21018.324+001015.31017.984+251014.51017.644+501013.91017.314+751013.41016.97CONNECT TO EXISTING 12" WATERMAIN STUB 12" WATERMAIN PROPOSED ROW P-34 - 12" RCP 12''x6'' TEE 12" C900 PVC WATERMAIN 12''x8'' TEE 8''x8'' TEE 12" TO 8" REDUCER P-32A - 15" RCP SP-2A - 6" PVC 3 4 5.5' MIN8" C900 PVC WATERMAIN EXISTING GROUND PROPOSED GROUND C C NOTE: XXX.X - EXISTING GROUND L XXX.XX - PROPOSED GRADE L 8" GATE VALVE FBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBO FLEET STREET FLEET STREET N.OU SE KETTLESTONE BLV 012345UTILITY CROSSING SCHEDULE# 1 WATER OVER SANITARY WATER (BOT=10015.24) SANITARY (TOP=1000.57) 2 STORM OVER SANITARY STORM (BOT=1015.65) SANITARY (TOP=1000.70) 3 STORM OVER WATER STORM (BOT=1015.82) WATER (TOP=1014.32) 4 STORM OVER WATER STORM (BOT=1015.18) WATER (TOP=1013.68) 5 STORM OVER SANITARY STORM (BOT=1015.40) SANITARY (TOP=1001.08) 6 WATER OVER SANITARY WATER (BOT=1012.57) SANITARY (TOP=1001.17) 7 WATER OVER SANITARY WATER (BOT=1013.57) SANITARY (TOP=1009.90) NOTES 1. ALL CROSSINGS LISTED WITHIN 2.5' ARE MEASURED TO OUTSIDE PIPE DIAMETER 2. GASKETED JOINTS REQUIRED FOR STORM PIPES IN ALL CROSSINGS WITH WATER 22306 UTILITY (2 OF 3) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WATERMAIN PROFILES C3-40 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C3-40 WATERMAIN PROFILES ---- ---- C3-40 WAUKEE IOWA 0 SCALE IN FEET 20 40 0 V E R T. 8 16 CONNECT TO EXISTING 12" WATERMAIN STUB 12"x8" TEE 6" SANITARY PLUG I-1010.5' 12"x8" TEE 8"x8" TEE HYDRANT AND GATE VALVE TEMPORARY BLOWOFF HYDRANT 8" - 22.5° BEND 8" GATE VALVE 8" GATE VALVE 8" GATE VALVE 8" GATE VALVE CONNECT SP-1 TO EXISTING SANITARY PIPE 6" SANITARY SERVICE WITH RISER (SEE DETAIL) 6" SANITARY PLUG I-1010.1' 6" SANITARY SERVICE WITH RISER (SEE DETAIL) 8"x6" TEE 1 2 3 4 5 6 7 12" WATERMAIN (BY CITY) TEMPORARY BLOWOFF HYDRANT 12" C900 PVC WATERMAIN 8" C900 PVC WATERMA IN 12" TO 8" REDUCER NOTES: 1.SEE SHEET C0-21 FOR STRUCTURE SCHEDULES 2.SEE SHEETS C3-20 - C3-26 FOR OVERALL UTILITY SHEETS 3.SEE SHEETS C3-30 - C3-34 FOR SANITARY PROFILES 4.SEE SHEETS C3-50 - C3-56 FOR STORM SEWER PROFILES 01/22/19 REVISED PER CITY REVIEW AJR 02/19/19 REVISED PER CITY REVIEW #2 AJR WATERMAIN STA. 4+50 - 9+50 995 1000 1005 1010 1015 1020 1025 995 1000 1005 1010 1015 1020 1025 4+751013.41016.975+001012.91016.645+251012.51015.565+501012.11014.965+751011.71014.666+001011.31014.786+251010.91014.496+501010.61014.796+751010.31014.437+001010.21014.277+251010.11013.747+501009.91013.417+751009.71013.168+001009.41012.988+251009.11012.148+501008.71012.168+751008.61012.689+001008.41012.629+251008.21012.52EXISTING GROUND PROPOSED GROUND P-54 - 18" RCP P-15 - 24" RCP 125.5' MIN9 P-58 - 15" RCP 19 8" C900 PVC WATERMAIN 15 8''x8'' TEE 8''x11.25° BEND 8''x8'' TEE 8''x6'' TEE 8''x8'' TEE SP-5A - 6" PVC 11 SP-3A - 6" PVC SP-4 - 8" PVC C C NOTE: XXX.X - EXISTING GROUND L XXX.XX - PROPOSED GRADE L 218" GATE VALVE 8" GATE VALVEC-STORE7,159 SFFFE = 1016.0'FBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBO FBOFBOFBOFBOFBO56789 10 3 3 UTILITY CROSSING SCHEDULE# 8 WATER OVER SANITARY WATER (BOT=1008.43) SANITARY (TOP=1002.15) 9 STORM OVER WATER STORM (BOT=1008.75) WATER (TOP=1007.25) 10 STORM OVER SANITARY STORM (BOT=1008.91) SANITARY (TOP=1007.25) 11 WATER OVER SANITARY WATER (BOT=1007.00) SANITARY (TOP=1004.72) 12 STORM OVER WATER STORM (BOT=1008.33) WATER (TOP=1006.83) 13 STORM OVER SANITARY STORM (BOT=1008.68) SANITARY (TOP=1003.26) 14 STORM OVER SANITARY STORM (BOT=1007.25) SANITARY (TOP=1003.86) 15 WATER OVER SANITARY WATER (BOT=1006.24) SANITARY (TOP=1003.73) 19 STORM OVER WATER STORM (BOT=1006.57) WATER (TOP=1005.07) 16 STORM OVER WATER STORM (BOT=1009.60) WATER (TOP=1008.10) 17 STORM OVER WATER STORM (BOT=1008.58) WATER (TOP=1002.75) 18 STORM OVER WATER STORM (BOT=1004.30) WATER (TOP=1002.80) UTILITY CROSSING SCHEDULE# NOTES 1. ALL CROSSINGS LISTED WITHIN 2.5' ARE MEASURED TO OUTSIDE PIPE DIAMETER 2. GASKETED JOINTS REQUIRED FOR STORM PIPES IN ALL CROSSINGS WITH WATER 35 STORM OVER WATER STORM (BOT=1011.22) WATER (TOP=1008.35) 36 STORM OVER WATER STORM (BOT=1009.35) WATER (TOP=1007.85) 22306 UTILITY (2 OF 3) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WATERMAIN PROFILES C3-41 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C3-41 WATERMAIN PROFILES ---- ---- C3-41 WAUKEE IOWA 0 SCALE IN FEET 20 40 0 V E R T. 8 16 CONSTRUCT 2-1/2" DOMESTIC WATER SERVICE TO 5' FROM BUILDING, CONNECTION INTO BUILDING BY MECHANICAL CONTRACTOR WET TAP 2 1/2" SERVICE FROM 6" LINE DOMESTIC CURB STOP 8"x8" TEE HYDRANT AND GATE VALVE 8" GATE VALVE 8"x6" TEE HYDRANT AND GATE VALVE 8"x6" TEE 8" - 11.25° BEND 8 9 10 11 12 13 14 15 19 18 8"x8" TEE 8" C900 PVC WATERMAIN 8" C900 PVC WATERMAIN8" C900 PV C W A T E R M A I N 16 36 8" C900 PVC WATERMAINNOTES: 1.SEE SHEET C0-21 FOR STRUCTURE SCHEDULES 2.SEE SHEETS C3-20 - C3-26 FOR OVERALL UTILITY SHEETS 3.SEE SHEETS C3-30 - C3-34 FOR SANITARY PROFILES 4.SEE SHEETS C3-50 - C3-56 FOR STORM SEWER PROFILES 01/22/19 REVISED PER CITY REVIEW AJR 8" GATE VALVE TEMPORARY BLOWOFF HYDRANT 8" GATE VALVE 21 WPIV AND FDC (SEE PLUMBING) CONSTRUCT 6" DOMESTIC WATER SERVICE TO 5' FROM BUILDING, CONNECTION INTO BUILDING BY MECHANICAL CONTRACTOR 02/19/19 REVISED PER CITY REVIEW #2 AJR 8"x6" TEE 8" GATE VALVE 6" C900 PV C W A T E R M A I N 8" GATE VALVE 03/26/19 REVISED PER CITY REVIEW #4 AJR WATERMAIN STA. 9+00 - 14+00 995 1000 1005 1010 1015 1020 995 1000 1005 1010 1015 1020 9+251008.21012.529+501008.01012.479+751007.91012.3710+001007.81012.2610+251008.01012.2010+501007.81012.0910+751007.51012.0511+001007.71012.1711+251008.71012.2411+501009.61012.3711+751010.11012.5012+001010.41012.6412+251010.21012.6112+501010.11012.5212+751009.71012.4213+001008.81012.3313+251008.01012.3113+501007.41012.0513+751008.31011.668" C900 PVC WATERMAIN EXISTING GROUND PROPOSED GROUND 5.5' MIN8''x6'' TEE 8''x6'' TEE C C NOTE: XXX.X - EXISTING GROUND L XXX.XX - PROPOSED GRADE L91011121314UTILITY CROSSING SCHEDULE# 20 STORM OVER SANITARY STORM (BOT=1007.80) SANITARY (TOP=1004.14) 21 WATER OVER SANITARY WATER (BOT=1006.50) SANITARY (TOP=1003.70) 22 STORM OVER SANITARY STORM (BOT=1007.60) SANITARY (TOP=1005.85) NOTES 1. ALL CROSSINGS LISTED WITHIN 2.5' ARE MEASURED TO OUTSIDE PIPE DIAMETER 2. GASKETED JOINTS REQUIRED FOR STORM PIPES IN ALL CROSSINGS WITH WATER 22306 UTILITY (2 OF 3) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WATERMAIN PROFILES C3-42 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C3-42 WATERMAIN PROFILES ---- ---- C3-42 WAUKEE IOWA 0 SCALE IN FEET 20 40 0 V E R T. 8 16 HYDRANT AND GATE VALVE 8"x6" TEE 8" - 22.5° BEND 8" C900 PVC WATERMAIN 20 21 22 8" C900 PVC WATERMAIN NOTES: 1.SEE SHEET C0-21 FOR STRUCTURE SCHEDULES 2.SEE SHEETS C3-20 - C3-26 FOR OVERALL UTILITY SHEETS 3.SEE SHEETS C3-30 - C3-34 FOR SANITARY PROFILES 4.SEE SHEETS C3-50 - C3-56 FOR STORM SEWER PROFILES 01/22/19 REVISED PER CITY REVIEW AJR 02/19/19 REVISED PER CITY REVIEW #2 AJR WEST WATERMAIN CONNECTION 1000 1005 1010 1015 1020 1025 1000 1005 1010 1015 1020 1025 -0+25 0+001014.91016.410+251013.51016.150+501016.21016.160+751012.51015.641+001013.71015.821+251013.11015.381+501012.91015.791+751012.91015.842+001013.01015.902+251012.91015.392+501012.71015.032+751012.51014.733+001012.11014.443+251011.71014.553+50 3+75 38 37 36 P-25 - 15" RCP P-20 - 12" RCP P-17 - 15" RCP CONNECTING TO EXISTING 8" WATERMAIN WITH WET TAP. (CONNECT 8" GATE VALVE TO TAPPING SLEVE) EXISTING GROUND PROPOSED GROUND 5.5' MIN8"x6" TEE 8''x8'' TEE 8" C900 PVC WATERMAIN C C NOTE: XXX.X - EXISTING GROUND L XXX.XX - PROPOSED GRADE L 8"x6" TEE SUPER UNLEADED 8720,000 GAL.SUPER UNLEADED 8720,000 GAL.KEROSENE10,000 GAL.NON-OXY 8710,000 GAL.NON-OXY 9110,000 GAL.DIESEL FUEL10,000 GAL.SUPER UNLEADED 8720,000 GAL.C-STORE 7,159 SF FFE = 1016.0'FBOFBO FBO FBO FBO FBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFLEET STREET S. FBO FBO FBO FBO FBO FBO 5 6 70123 39 8 3637 38 16 UTILITY CROSSING SCHEDULE# 8 WATER OVER SANITARY WATER (BOT=1008.43) SANITARY (TOP=1002.15) 9 STORM OVER WATER STORM (BOT=1008.75) WATER (TOP=1007.25) 10 STORM OVER SANITARY STORM (BOT=1008.91) SANITARY (TOP=1007.25) 11 WATER OVER SANITARY WATER (BOT=1007.00) SANITARY (TOP=1004.72) 36 STORM OVER WATER STORM (BOT=1009.35) WATER (TOP=1007.85) 37 STORM OVER WATER STORM (BOT=1011.27) WATER (TOP=1009.77) 38 STORM OVER WATER STORM (BOT=1013.28) WATER (TOP=1010.80) NOTES 1. ALL CROSSINGS LISTED WITHIN 2.5' ARE MEASURED TO OUTSIDE PIPE DIAMETER 2. GASKETED JOINTS REQUIRED FOR STORM PIPES IN ALL CROSSINGS WITH WATER 22306 UTILITY (2 OF 3) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY WATERMAIN PROFILES C3-43 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C3-43 WATERMAIN PROFILES ---- ---- C3-43 WAUKEE IOWA 0 SCALE IN FEET 20 40 0 V E R T. 8 16 HYDRANT AND GATE VALVE 8" C900 PVC WATERMAIN 8"x8" TEE 8"x6" TEE HYDRANT AND GATE VALVE CONNECTING TO EXISTING 8" WATERMAIN WITH WET TAP. (CONNECT 8" GATE VALVE TO TAPPING SLEVE) EXISTING 8" WATERMAIN 8" C900 PVC WATERMAIN8" - 11.25° BEND NOTES: 1.SEE SHEET C0-21 FOR STRUCTURE SCHEDULES 2.SEE SHEETS C3-20 - C3-26 FOR OVERALL UTILITY SHEETS 3.SEE SHEETS C3-30 - C3-34 FOR SANITARY PROFILES 4.SEE SHEETS C3-50 - C3-56 FOR STORM SEWER PROFILES ABANDONED 4" WATER SERVICE 01/22/19 REVISED PER CITY REVIEW AJR 8" GATE VALVE 02/19/19 REVISED PER CITY REVIEW #2 AJR CONSTRUCT 2-1/2" DOMESTIC WATER SERVICE TO 5' FROM BUILDING, CONNECTION INTO BUILDING BY MECHANICAL CONTRACTOR WET TAP 2 1/2" SERVICE FROM 6" LINE 2-1/2" DOMESTIC CURB STOP CONSTRUCT 6" DOMESTIC WATER SERVICE TO 5' FROM BUILDING, CONNECTION INTO BUILDING BY MECHANICAL CONTRACTOR6" C900 PVC WATERMAIN8"x6" TEE 6" GATE VALVE WPIV AND FDC AND FIRE RISER ROOM (SEE PLUMBING) 03/05/19 REVISED PER CITY REVIEW #3 AJR OFF-SITE WATERMAIN EASEMENT 6" GATE VALVE 03/26/19 REVISED PER CITY REVIEW #4 AJR 8"x6" TEE UTILITY CROSSING SCHEDULE# 3 STORM OVER WATER STORM (BOT=1015.82) WATER (TOP=1014.32) 4 STORM OVER WATER STORM (BOT=1015.18) WATER (TOP=1013.68) NOTES 1. ALL CROSSINGS LISTED WITHIN 2.5' ARE MEASURED TO OUTSIDE PIPE DIAMETER 2. GASKETED JOINTS REQUIRED FOR STORM PIPES IN ALL CROSSINGS WITH WATER NORTH STORM (1/2) 1005 1010 1015 1020 1025 1005 1010 1015 1020 1025 NORTH STORM LAT 1005 1010 1015 1020 1025 1005 1010 1015 1020 1025 NORTH STORM (2/2) 1005 1010 1015 1020 1025 1005 1010 1015 1020 1025 0+251020.11020.130+501020.51020.510+751020.71020.731+001021.01020.991+251020.81020.761+501021.01021.041+751021.21021.152+001021.01021.022+251020.61020.572+501020.41020.382+751020.21020.193+001020.11020.113+251020.01019.963+501019.71019.673+751018.81018.854+001018.51018.494+251018.11018.144+501017.81017.794+751017.41017.43A-35 R=1020.40 I=1017.04 (12") P-35 P-35 30'x12" RCP @0.50% A-34 R=1020.40 I=1016.89 (12") P-35 I=1016.69 (12") P-34 P-34 171'x12" RCP @0.52% A-33 R=1020.84 I=1015.81 (12") P-34 I=1015.61 (12") P-33 P-33 123'x12" RCP @0.50% A-31 R=1019.73 I=1015.00 (12") P-33 I=1014.80 (18") P-31 I=1015.00 (15") P-32 P-31 242'x18" RCP @1. 7 9 % BIO-CELL TO WET POND 998 1000 1005 1010 1015 998 1000 1005 1010 1015 0+001008.01008.000+251011.91011.940+501013.81013.850+751011.41011.381+001011.41011.431+251011.61011.601+501011.41011.391+751011.11011.112+001010.81010.832+251010.81010.792+501011.21011.242+751011.71011.703+001012.31012.293+251009.41009.373+501004.71004.743+751000.41000.424+00997.0996.98A-41 R=1014.02 I=1004.88 (12") P-42 I=1004.68 (30") P-41 I=1004.88 (30") P-41A P-41 265'x30" RCP @1.00% A-40 R=1012.55 I=1002.03 (30") P-41 I=1001.83 (30") P-40 P-40 62'x30" RCP @1.33% 4+751017.41017.435+001016.81016.785+251016.11016.135+501015.51015.535+751014.81014.856+001014.91014.916+251015.01015.046+501013.41013.426+751013.31013.337+001010.11010.147+250+251020.71020.650+501019.31019.290+751019.31019.251+001019.01019.00P-30 118'x24" RCP @1.66 % A-30 R=1014.46 I=1010.46 (18") P-31 I=1009.96 (24") P-30 P-31 242'x18" RCP @1. 7 9 % P-32A 29'x15" RCP @0.50% A-32 R=1019.73 I=1015.34 (15") P-32A I=1015.14 (15") P-32 P-32 28'x15" RCP @0.50% A-31 R=1019.73 I=1015.00 (12") P-33 I=1014.80 (18") P-31 I=1015.00 (15") P-32 P-31 242'x18" RCP @1. 7 9 % 3 4 BIO CELL BOTTOM = 1008.0' WET POND NWL = 1001.0' FES 40 I - 1002.68 FES 30 I - 1010.25 BIO CELL BOTTOM = 1008.0' EXISTING GROUND, TYP PROPOSED GROUND, TYP 12" C900 PVC WATERMAIN 12" C900 PVC WATERMAIN GASKETED JOINTS GASKETED JOINTS A-42 R=1009.94 I=1005.00 (12") P-42 P-42 23'x12" PVC @0.50% 22306 UTILITY (3 OF 3) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY STORM SEWER PROFILES C3-50 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C3-50 STORM SEWER PROFILES ---- ---- C3-50 WAUKEE IOWA 0 SCALE IN FEET 20 40 0 V E R T. 8 16 NOTES: 1.SEE SHEET C0-21 FOR STRUCTURE SCHEDULES 2.SEE SHEETS C3-20 - C3-26 FOR OVERALL UTILITY SHEETS 3.SEE SHEETS C3-30 - C3-34 FOR SANITARY PROFILES 4.SEE SHEETS C3-40 - C3-43 FOR WATERMAIN PROFILES 01/22/19 REVISED PER CITY REVIEW AJR 02/19/19 REVISED PER CITY REVIEW #2 AJR 03/26/19 REVISED PER CITY REVIEW #4 AJR MAIN STORM (2/6) 1000 1005 1010 1015 1020 1000 1005 1010 1015 1020 MAIN STORM (1/6) 1005 1010 1015 1020 1025 1005 1010 1015 1020 1025MAIN STORM LAT-1 1005 1010 1015 1020 1025 1005 1010 1015 1020 1025 MAIN STORM (3/6) 1000 1005 1010 1015 1020 1000 1005 1010 1015 1020 0+251013.81013.810+501014.51014.490+751015.21015.171+001014.11014.06A-18 R=1013.20 I=1010.73 (12") P-20 I=1010.63 (12") P-18 I=1010.73 (12") P-19 A-19 R=1014.14 I=1011.10 (12") P-19 P-19 76'x12" RCP @0.50% 0+251017.01017.020+501016.71016.680+751015.81015.771+001016.21016.191+251013.51013.471+501014.01013.971+751014.51014.472+001015.21015.182+251014.41014.442+501013.91013.882+751013.41013.383+001014.81014.77A-21 R=1017.18 I=1013.18 (12") P-21 A-20 R=1017.19 I=1013.04 (12") P-21 I=1012.84 (12") P-20 P-21 28'x12" RCP @0.50%P-20 71'x12" R C P @ 2 . 9 8 % A-18 R=1013.20 I=1010.73 (12") P-20 I=1010.63 (12") P-18 I=1010.73 (12") P-19 A-17 R=1013.38 I=1009.81 (12") P-18 I=1009.71 (15") P-17 P-18 163'x12" RCP @0.50% P-17 55'x15" RCP @0.50% 3+001014.81014.773+251015.31015.273+501015.21015.163+751015.71015.744+001015.41015.364+251015.71015.744+501016.71016.664+751016.01016.035+001015.51015.505+251015.01015.055+501014.81014.835+751014.31014.286+001013.31013.35A-16 R=1015.41 I=1009.43 (15") P-17 I=1009.33 (15") P-16 A-15 R=1015.41 I=1009.19 (15") P-16 I=1009.09 (24") P-15 I=1009.19 (15") P-15A A-14 R=1015.74 I=1008.92 (24") P-15 I=1008.82 (24") P-14 A-13 R=1015.24 I=1008.68 (24") P-14 I=1008.58 (24") P-13 P-17 55'x15" RCP @0.50% P-16 29'x15" RCP @0.50%P-15 34'x24" RCP @0.50%P-14 28'x24" RCP @0.50% P-13 228'x24" RCP @0.50% 6+251012.51012.516+501011.91011.886+751012.01012.017+001012.51012.547+251012.81012.787+501012.51012.517+751011.91011.888+001011.81011.858+251012.31012.268+501012.61012.608+751012.31012.269+001011.71011.729+251011.61011.599+501012.01012.029+751011.81011.8110+001011.91011.9210+251010.11010.0610+501011.41011.3710+751012.51012.50P-13 228'x24" RCP @0.50% A-9 R=1012.35 I=1007.30 (36") P-10 I=1007.10 (36") P-9 A-10 R=1012.35 I=1007.45 (24") P-13 I=1007.35 (36") P-10 I=1007.55 (24") P-11 P-10 8'x36" RCP @0.68% P-9 128'x36" RCP @0.49% A-8 R=1012.15 I=1006.47 (36") P-9 I=1006.27 (36") P-8 A-7 R=1011.97 I=1005.63 (36") P-8 I=1005.43 (36") P-7 P-8 128'x36" RCP @0.50% P-7 104'x36" RCP @0.49% A-6 R=1010.00 I=1004.92 (36") P-7 I=1004.72 (48") P-6 I=1006.45 (15") P-22 I=1005.57 (15") P-24 P-6 330'x48" RCP @0.50% EXISTING GROUND, TYP PROPOSED GROUND, TYP 37 36 9 SP-2 8" PVC 8" C900 PVC WATERMAIN 8" C900 PVC WATERMAIN 8" C900 PVC WATERMAIN GASKETED JOINTS GASKETED JOINTS GASKETED JOINTS 16 6" C900 PVC WATERMAIN UTILITY CROSSING SCHEDULE# 36 STORM OVER WATER STORM (BOT=1009.35) WATER (TOP=1007.85) 37 STORM OVER WATER STORM (BOT=1011.27) WATER (TOP=1009.77) NOTES 1. ALL CROSSINGS LISTED WITHIN 2.5' ARE MEASURED TO OUTSIDE PIPE DIAMETER 2. GASKETED JOINTS REQUIRED FOR STORM PIPES IN ALL CROSSINGS WITH WATER 9 STORM OVER WATER STORM (BOT=1008.75) WATER (TOP=1007.25) 10 STORM OVER SANITARY STORM (BOT=1008.91) SANITARY (TOP=1007.25) 22306 UTILITY (3 OF 3) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY STORM SEWER PROFILES C3-51 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C3-51 STORM SEWER PROFILES ---- ---- C3-51 WAUKEE IOWA 0 SCALE IN FEET 20 40 0 V E R T. 8 16 NOTES: 1.SEE SHEET C0-21 FOR STRUCTURE SCHEDULES 2.SEE SHEETS C3-20 - C3-26 FOR OVERALL UTILITY SHEETS 3.SEE SHEETS C3-30 - C3-34 FOR SANITARY PROFILES 4.SEE SHEETS C3-40 - C3-43 FOR WATERMAIN PROFILES 01/22/19 REVISED PER CITY REVIEW AJR 02/19/19 REVISED PER CITY REVIEW #2 AJR MAIN STORM (4/6) 990 995 1000 1005 1010 1015 1020 1025 990 995 1000 1005 1010 1015 1020 1025 MAIN STORM (5/6) 990 995 1000 1005 1010 1015 1020 1025 990 995 1000 1005 1010 1015 1020 1025 11+001012.91012.8511+251012.81012.8511+501013.01012.9611+751013.51013.4512+001013.81013.7912+251014.11014.1412+501014.11014.1012+751013.71013.7313+001013.51013.4613+251013.21013.1813+501012.91012.9113+751013.01013.0214+001013.21013.1714+251013.31013.3214+501013.31013.3114+751013.21013.1515+001013.01013.0015+251012.91012.9415+501013.11013.11P-6 330'x48" RCP @0.50% P-5 166'x48" RCP @0.50% A-5 R=1013.34 I=1003.08 (48") P-6 I=1002.88 (48") P-5 A-4 R=1013.36 I=1002.05 (48") P-5 I=1001.85 (48") P-4 P-4 81'x48" RCP @0.25% 15+751013.31013.2916+001013.91013.9316+251013.91013.9016+501014.01013.9816+751013.41013.4417+001013.61013.5817+251013.61013.5917+501013.61013.5917+751013.61013.5918+001013.61013.5918+251013.61013.5918+501013.61013.5918+751013.61013.5919+001013.61013.5919+251013.61013.5919+501013.61013.5919+751013.61013.5920+001013.61013.6020+251013.61013.60P-2 428'x48" RCP @0.25% A-2 R=1013.25 I=1001.23 (48") P-3 I=1001.03 (48") P-2 P-3 89'x48" RCP @0.25% A-3 R=1013.92 I=1001.65 (48") P-4 I=1001.45 (48") P-3 P-4 81'x48" RCP @0.25% EXISTING GROUND, TYP PROPOSED GROUND, TYP 24 25 SP-7 6" PVC 26 28 6" C900 PVC WATERMAIN 8" C900 PVC WATERMAIN 6" C900 PVC WATERMAIN GASKETED JOINTS UTILITY CROSSING SCHEDULE# 24 STORM OVER WATER STORM (BOT=1003.34) WATER (TOP=1001.84) 25 SANITARY OVER STORM SANITARY (BOT=1008.66) STORM (TOP=1008.16) 26 STORM OVER WATER STORM (BOT=1001.14) WATER (TOP=999.64) NOTES 1. ALL CROSSINGS LISTED WITHIN 2.5' ARE MEASURED TO OUTSIDE PIPE DIAMETER 2. GASKETED JOINTS REQUIRED FOR STORM PIPES IN ALL CROSSINGS WITH WATER 28 WATER OVER STORM WATER (BOT=1007.50) STORM (TOP=1003.50) 22306 UTILITY (3 OF 3) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY STORM SEWER PROFILES C3-52 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C3-52 STORM SEWER PROFILES ---- ---- C3-52 WAUKEE IOWA 0 SCALE IN FEET 20 40 0 V E R T. 8 16 NOTES: 1.SEE SHEET C0-21 FOR STRUCTURE SCHEDULES 2.SEE SHEETS C3-20 - C3-26 FOR OVERALL UTILITY SHEETS 3.SEE SHEETS C3-30 - C3-34 FOR SANITARY PROFILES 4.SEE SHEETS C3-40 - C3-43 FOR WATERMAIN PROFILES 02/19/19 REVISED PER CITY REVIEW #2 AJR 03/26/19 REVISED PER CITY REVIEW #4 AJR MAIN STORM LAT-4 995 1000 1005 1010 1015 1020 995 1000 1005 1010 1015 1020 MAIN STORM LAT-5 1000 1005 1010 1015 1020 1000 1005 1010 1015 1020 MAIN STORM (6/6) 990 995 1000 1005 1010 1015 990 995 1000 1005 1010 1015 MAIN STORM LAT-3 1000 1005 1010 1015 1020 1000 1005 1010 1015 1020 20+501013.61013.6020+751013.61013.6021+001013.61013.6221+251012.51012.5021+501007.51007.4921+751001.61001.5622+00996.9996.9122+25 22+50 WET POND NWL = 1001.0' P-1 87'x48" RCP @1.70% A-1 R=1013.61 I=999.96 (48") P-2 I=997.97 (48") P-1 I=1005.08 (24") P-26 I=1010.08 (10") P-1A P-2 428'x48" RCP @0.25% WET POND BOTTOM = 995.0' 0+001012.31012.350+251011.11011.130+501011.21011.210+751011.51011.451+00 A-6 R=1010.00 I=1004.92 (36") P-7 I=1004.72 (48") P-6 I=1006.45 (15") P-22 I=1005.57 (15") P-24 P-22 8'x15" RCP @3.42% A-22 R=1011.46 I=1006.71 (15") P-22 I=1007.69 (12") P-23 A-23 R=1011.46 I=1007.98 (12") P-23 P-23 29'x12" RCP @0.98% -0+25 0+001010.41010.430+251010.41010.360+501010.61010.610+751010.91010.861+001011.11011.111+251011.41011.361+501011.51011.511+751011.31011.262+001011.01011.022+251010.81010.792+501010.61010.562+751010.31010.333+001010.11010.113+25 3+50 A-24 R=1010.26 I=1007.00 (15") P-24 P-24 285'x15" RCP @0.50% A-6 R=1010.00 I=1004.92 (36") P-7 I=1004.72 (48") P-6 I=1006.45 (15") P-22 I=1005.57 (15") P-24 -0+25 0+001013.31013.260+251012.81012.810+501012.91012.850+751013.21013.221+001013.61013.571+251013.21013.191+501012.81012.811+751012.81012.782+001013.11013.122+251013.51013.462+501013.31013.292+751012.71012.673+001012.01012.043+25 3+50 A-12 R=1012.62 I=1009.12 (18") P-12 P-12 128'x18" RCP @0.50% A-11 R=1012.62 I=1008.48 (18") P-12 I=1008.28 (24") P-11 P-11 148'x24" RCP @0.49% EXISTING GROUND, TYP PROPOSED GROUND, TYP 29 22 SP-6 8" PVC 6" C900 PVC WATERMAIN UTILITY CROSSING SCHEDULE# 29 WATER OVER STORM WATER (BOT=1006.90) STORM (TOP=1004.10) NOTES 1. ALL CROSSINGS LISTED WITHIN 2.5' ARE MEASURED TO OUTSIDE PIPE DIAMETER 2. GASKETED JOINTS REQUIRED FOR STORM PIPES IN ALL CROSSINGS WITH WATER 22 STORM OVER SANITARY STORM (BOT=1007.60) SANITARY (TOP=1005.85) 22306 UTILITY (3 OF 3) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY STORM SEWER PROFILES C3-53 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C3-53 STORM SEWER PROFILES ---- ---- C3-53 WAUKEE IOWA 0 SCALE IN FEET 20 40 0 V E R T. 8 16 NOTES: 1.SEE SHEET C0-21 FOR STRUCTURE SCHEDULES 2.SEE SHEETS C3-20 - C3-26 FOR OVERALL UTILITY SHEETS 3.SEE SHEETS C3-30 - C3-34 FOR SANITARY PROFILES 4.SEE SHEETS C3-40 - C3-43 FOR WATERMAIN PROFILES 02/19/19 REVISED PER CITY REVIEW #2 AJR MAIN STORM LAT-6 1000 1005 1010 1015 1020 1000 1005 1010 1015 1020 MAIN STORM LAT-6 (CONT.) 995 1000 1005 1010 1015 995 1000 1005 1010 1015 SOUTH STORM (1/2) 1000 1005 1010 1015 1020 1000 1005 1010 1015 1020 SOUTH STORM (2/2) 1000 1005 1010 1015 1020 1000 1005 1010 1015 1020 0+251014.31014.260+501014.31014.300+751014.01014.031+001013.91013.881+251014.01013.961+501013.71013.691+751013.61013.572+001013.51013.542+251013.31013.272+501013.21013.192+751013.11013.103+001012.81012.813+251012.51012.523+501012.11012.083+751011.61011.594+001012.01012.044+251012.51012.504+501012.91012.954+751013.41013.424+751013.41013.425+001013.61013.625+251013.61013.625+501013.61013.615+751013.61013.606+00 6+25 6+50 6+75 A-1 R=1013.61 I=999.96 (48") P-2 I=997.97 (48") P-1 I=1005.08 (24") P-26 I=1010.08 (10") P-1A P-26 223'x24" RCP @0.50% 0+251014.61014.630+501014.71014.690+751014.81014.851+001013.71013.691+251013.71013.701+501013.41013.391+751013.21013.201+751013.21013.202+001013.81013.782+251014.41014.392+501014.51014.462+751014.11014.123+001013.41013.363+251012.61012.653+501012.51012.543+751012.71012.664+001012.71012.754+251012.41012.374+501012.01012.004+751011.61011.625+001011.21011.245+251010.91010.865+501010.51010.485+751010.11010.116+001005.11005.126+251001.81001.83A-29 R=1013.80 I=1008.18 (15") P-29 I=1008.38 (15") P-29A P-29 73'x15" RCP @0.50% A-28 R=1013.48 I=1007.81 (15") P-29 I=1007.61 (18") P-28 P-28 73'x18" RCP @0.50% A-27 R=1013.08 I=1007.25 (18") P-28 I=1007.05 (24") P-27 P-27 130'x24" RCP @0.50% A-26 R=1011.59 I=1006.40 (24") P-27 I=1006.20 (24") P-26 P-26 223'x24" RCP @0.50% A-66 R=1014.63 I=1010.92 (18") P-66 I=1011.12 (18") P-66A I=1011.12 (12") P-57 P-66 66'x18" RCP @0.50%P-65 79'x18" RCP @0.50%P-65 A-65 R=1015.19 I=1010.59 (18") P-66 I=1010.39 (18") P-65 A-56 R=1013.05 I=1009.80 (18") P-56 I=1010.00 (18") P-65 P-56 168'x18" RCP @0.50% P-65 79'x18" RCP @0.50% A-56 R=1013.05 I=1009.80 (18") P-56 I=1010.00 (18") P-65 P-56 168'x18" RCP @0.50% A-52 R=1012.48 I=1007.85 (18") P-53 I=1007.65 (24") P-52 I=1008.96 (18") P-56 P-52 29'x24" RCP @0.58% A-51 R=1012.61 I=1007.48 (24") P-52 I=1004.71 (24") P-51 I=1006.57 (15") P-58 P-51 243'x24" RCP @0.50% EXISTING GROUND, TYP PROPOSED GROUND, TYP 33 14 SP-4 8" PVC 18 8" C900 PVC WATERMAIN 8" C900 PVC WATERMAIN GASKETED JOINTS GASKETED JOINTS P-29A 73'x15" PVC @0.50% A-29A R=1014.30 I=1008.75 (15") P-29A SP-4B 6" PVC 10 UTILITY CROSSING SCHEDULE#NOTES 1. ALL CROSSINGS LISTED WITHIN 2.5' ARE MEASURED TO OUTSIDE PIPE DIAMETER 2. GASKETED JOINTS REQUIRED FOR STORM PIPES IN ALL CROSSINGS WITH WATER 14 STORM OVER SANITARY STORM (BOT=1007.25) SANITARY (TOP=1003.86)33 STORM OVER WATER STORM (BOT=1006.17) WATER (TOP=1004.67) 18 STORM OVER WATER STORM (BOT=1004.30) WATER (TOP=1002.80) 22306 UTILITY (3 OF 3) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY STORM SEWER PROFILES C3-54 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C3-54 STORM SEWER PROFILES ---- ---- C3-54 WAUKEE IOWA 0 SCALE IN FEET 20 40 0 V E R T. 8 16 NOTES: 1.SEE SHEET C0-21 FOR STRUCTURE SCHEDULES 2.SEE SHEETS C3-20 - C3-26 FOR OVERALL UTILITY SHEETS 3.SEE SHEETS C3-30 - C3-34 FOR SANITARY PROFILES 4.SEE SHEETS C3-40 - C3-43 FOR WATERMAIN PROFILES 02/19/19 REVISED PER CITY REVIEW #2 AJR 03/05/19 REVISED PER CITY REVIEW #3 AJR 03/26/19 REVISED PER CITY REVIEW #4 AJR SOUTH STORM LAT-4 1000 1005 1010 1015 1020 1000 1005 1010 1015 1020 SOUTH STORM LAT-1 1000 1005 1010 1015 1020 1025 1000 1005 1010 1015 1020 1025 SOUTH STORM LAT-2 995 1000 1005 1010 1015 1020 995 1000 1005 1010 1015 1020 SOUTH STORM LAT-3 1000 1005 1010 1015 1020 1000 1005 1010 1015 1020 DRY POND OUTLET 995 1000 1005 1010 1015 995 1000 1005 1010 1015 0+00 0+25 0+501014.21014.170+751013.91013.861+00 A-57 R=1013.81 I=1011.15 (12") P-57 A-66 R=1014.63 I=1010.92 (18") P-66 I=1011.12 (18") P-66A I=1011.12 (12") P-57 P-57 7'x12" RCP @0.50% P-66A 2 3 ' x 1 8 " R C P @ 5 . 0 8 % 0+001012.01012.030+251012.11012.100+501012.01012.040+751013.31013.271+001013.21013.181+25 1+50 0+001016.01015.980+251015.61015.640+501015.61015.640+751015.51015.461+001015.11015.091+251014.01014.021+50 A-53 R=1012.55 I=1008.50 (18") P-54 I=1008.50 (12") P-53A I=1008.30 (18") P-53 A-53A R=1015.97 I=1009.88 (12") P-53A P-53A 138'x12" RCP @1.00% 0+001010.91010.870+251010.81010.850+501010.71010.740+751010.91010.901+001011.01011.051+251011.21011.201+501011.41011.351+751011.61011.562+001011.81011.812+251012.11012.072+501012.51012.472+751012.91012.87A-59 R=1011.13 I=1008.16 (12") P-59 A-58 R=1011.13 I=1008.02 (12") P-59 I=1007.82 (15") P-58 P-59 30'x12" RCP @0.46%P-58 223'x15" RCP @0.56% A-51 R=1012.61 I=1007.48 (24") P-52 I=1004.71 (24") P-51 I=1006.57 (15") P-58 -0+25 0+001001.81001.820+251003.91003.860+501008.01008.030+751003.31003.331+00 1+25 P-61A 25'x24" RCP @0.20%P-60 19'x24" RCP @0.20% A-61 R=1008.03 I=1003.45 (24") P-61A I=1003.35 (24") P-60 EXISTING GROUND, TYP PROPOSED GROUND, TYP A-55 R=1012.53 I=1009.03 (18") P-55 A-54 R=1012.53 I=1008.89 (18") P-55 I=1008.69 (18") P-54 A-53 R=1012.55 I=1008.50 (18") P-54 I=1008.50 (12") P-53A I=1008.30 (18") P-53 A-52 R=1012.48 I=1007.85 (18") P-53 I=1007.65 (24") P-52 I=1008.96 (18") P-56 P-55 28'x18" RCP @0.50% P-54 38'x18" RCP @0.50% P-53 25'x18" RCP @1.8 1 %13 SP-3 8" PVC DRY BASIN BOTTOM = 1003.5' 19 SP-5 8" PVC 8" C900 PVC WATERMAIN 8" C900 PVC WATERMAIN 16 GASKETED JOINTS GASKETED JOINTS UTILITY CROSSING SCHEDULE# 16 STORM OVER WATER STORM (BOT=1009.60) WATER (TOP=1008.10) NOTES 1. ALL CROSSINGS LISTED WITHIN 2.5' ARE MEASURED TO OUTSIDE PIPE DIAMETER 2. GASKETED JOINTS REQUIRED FOR STORM PIPES IN ALL CROSSINGS WITH WATER 13 STORM OVER SANITARY STORM (BOT=1008.68) SANITARY (TOP=1003.26) 19 STORM OVER WATER STORM (BOT=1006.57) WATER (TOP=1005.07) 22306 UTILITY (3 OF 3) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY STORM SEWER PROFILES C3-55 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C3-55 STORM SEWER PROFILES ---- ---- C3-55 WAUKEE IOWA 0 SCALE IN FEET 20 40 0 V E R T. 8 16 NOTES: 1.SEE SHEET C0-21 FOR STRUCTURE SCHEDULES 2.SEE SHEETS C3-20 - C3-26 FOR OVERALL UTILITY SHEETS 3.SEE SHEETS C3-30 - C3-34 FOR SANITARY PROFILES 4.SEE SHEETS C3-40 - C3-43 FOR WATERMAIN PROFILES 02/19/19 REVISED PER CITY REVIEW #2 AJR WET POND OUTLET 990 995 1000 1005 1010 1015 990 995 1000 1005 1010 1015 0+00995.0995.000+25997.6997.630+501000.31000.280+751002.71002.671+001006.21006.161+251007.11007.071+501009.31009.351+751010.21010.242+001010.71010.672+251011.51011.462+501012.91012.902+751013.31013.333+001013.71013.663+251010.11010.073+501004.71004.683+75995.2995.204+00 A-70 R=1003.96 I=996.34 (42") P-71 I=995.34 (42") P-70 A-71 R=1006.56 I=998.00 (42") P-71A I=1000.50 (42") P-71 P-71A 109'x42" RC P @ 2 . 7 4 % P-71 248'x42" RCP @1.6 7 % P-70 9'x42" RCP @1.00% EXISTING GROUND, TYP PROPOSED GROUND, TYP 22306 UTILITY (3 OF 3) DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY STORM SEWER PROFILES C3-56 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C3-56 STORM SEWER PROFILES ---- ---- C3-56 WAUKEE IOWA 0 SCALE IN FEET 20 40 0 V E R T. 8 16 NOTES: 1.SEE SHEET C0-21 FOR STRUCTURE SCHEDULES 2.SEE SHEETS C3-20 - C3-26 FOR OVERALL UTILITY SHEETS 3.SEE SHEETS C3-30 - C3-34 FOR SANITARY PROFILES 4.SEE SHEETS C3-40 - C3-43 FOR WATERMAIN PROFILES 02/19/19 REVISED PER CITY REVIEW #2 AJR 03/26/19 REVISED PER CITY REVIEW #4 AJR SUPER UNLEADED 8720,000 GAL .SUPER UNLEADED 8720,000 GAL .KEROSENE10,000 GAL.NON-OXY 8710,000 GAL .NON-OXY 9110,000 GAL .DIESEL FUEL10,000 GAL.SUPER UNLEADED 8720,000 GAL. PROP O S E D B UI L DI N G 187,8 3 4 S F F.F.E. = 1 0 1 5. 0' YARD 49,89 6 S F C-STORE 7,159 SF FFE = 1016.0'FBOFBO FBO FBO FBO PROPOSED WET POND HWL = 1005.28' NWL = 1001.00' BOTTOM = 995.00' PROPOSED WETLAND BASIN HWL = 1007.02' BOTTOM = 1003.50' PROP O S E D BI O- C E L L HWL = 1 0 1 1. 7 4' BOTT O M = 1 0 0 8. 0 0'FBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFLEET STREETFLEET STREE T N . FLEET STREET S. OUTLOT A OUTLOT B OUTLOT C OUTLOT D OUTLOT E OUTLOT F OUTLOT G LOT 1 FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO FBO SAN MH R=1023.13 I=994.63 METER PIT post t post row post row post row post row G G CB T/C=1024.42 I E=1019.65 15" RCP I W=1019.45 15" RCP CB T/C=1024.44 I=1019.80 15" RCP elec hh I NE=1004.19 I S=1004.02 I NW=1003.99 T/C=1018.62 I=1015.45 15" PVC SUMP=1015.30 {Goodall, Charles F & Cheryl A Jtrs} {Oakleaf Properties Lc} {William C Knapp, Lc} INT E R S T A T E 8 0 {Oakleaf Properties Lc} SE KETTL E S T O N E B L V D HH HH AP GPP, LC (K-RR Zoning) Ingress/Egress Easement Per Book 2015, Page 15711 ook 2015, Page 15711 Sanitary Sewer EasementShown on Oakleaf Plat 1Ingress/Egress EasementPer Book 2015, Page 15711Public Sanita r y a n d Storm Sewer E a s e m e n t Per Book 201 7 P a g e Private Storm Sewer Easem e n t Per Book 20 1 7 Page 20607 HYDRANT COVERAGE LEGEND EXISTING HYDRANT PROPOSED HYDRANT R150' R150' 01/22/18 REVISED PER CITY REVIEW AJR 22306 HYDRANT DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY HYDRANT COVERAGE PLAN C3-60 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C3-60 HYDRANT COVERAGE PLAN ---- ---- C3-60 WAUKEE IOWA 0 SCALE IN FEET 80 160 03/05/19 REVISED PER CITY REVIEW #3 AJR 03/26/19 REVISED PER CITY REVIEW #4 AJR SAN MH R=1023.13 I=994.63 METER PIT post t post row post row post row post row post t G G CB T/C=1024.42 I E=1019.65 15" RCP I W=1019.45 15" RCP CB T/C=1024.44 I=1019.80 15" RCP elec hh CB T/C=1019.23 I= MH R=1019.35 I NE=1004.19 I S=1004.02 I NW=1003.99 CB T/C=1018.62 I=1015.45 15" PVC SUMP=1015.30 INT E R S T A T E 8 0 SE KETTL E S T O N E B L V D HH HH SAN MH R=1022.77 I=993.47 1005101010151020 1025 10041004 10061007100810091011 1012101310141016101710181019 1021 1022 10 2 310241026 102 7 1025 1030 1026 1027 1028 1029 101 0 1015 1020 1025 1030 101 1 10121013101410161017101810191021 1022 1023 1024 1026 1027 1028 1029 10101015 10061007100810091011101210131014101610171018 1019 10001 0 0 5 1 0 1 0 1015 9989991001100210031003 1003100410 0 6 10 0 7 10 0 8 10 0 9 10111012101310141016 1017 1018 1005 10051010101010151004 10041006 1006100710 0 7 1008 10081009100910111011101210131014101610 1 7 Ingress/Egress Easement Per Book 2015, Page 15711 Ingress/Egress Easement Per Book 2015, Page 15711 Sanitary Sew e r E a s e m e n t Shown on O a k l e a f P l a t 1 Sanitary Sewer EasementShown on Oakleaf Plat 1Ingress/Egress EasementPer Book 2015, Page 15711Public Sanita r y a n d Storm Sewer E a s e m e n t Per Book 20 1 7 P a g e 13000 Private Storm Sewer Easem e n t Per Book 201 7 Page 20607 SUPER UNLEADED 8720,000 GAL.SUPER UNLEADED 8720,000 GAL.KEROSENE10,000 GAL.NON-OXY 8710,000 GAL .NON-OXY 9110,000 GAL.DIESEL FUEL10,000 GAL.SUPER UNLEADED 8720,000 GAL . PROP O S E D B UI L DI N G 187,8 3 4 S F F.F.E. = 1 0 1 5. 0' YARD 49,89 6 S F C-STORE 7,159 SF FFE = 1016.0' FBO PROPOSED WET POND HWL = 1005.28' NWL = 1001.00' BOTTOM = 995.00' PROPOSED WETLAND BASIN HWL = 1007.02' BOTTOM = 1003.50' PROP O S E D BI O- C E L L HWL = 1 0 1 1. 7 4' BOTT O M = 1 0 0 8. 0 0'FBOFBOFBOFBOFBOFBOFBOFBOFLEET STREETFLEET STREE T N . FLEET STREET S. OUTLOT A OUTLOT B OUTLOT C OUTLOT D OUTLOT E OUTLOT F OUTLOT G LOT 1 FBO FBO FBO FBO FBO FBO 1 0 1 3 . 1 310 0 -YR 1 0 1 3 . 1 3 10 0 -YR1011.17100-YR1 0 11 . 2010 0 -YR10 1 1 . 20 1 0 0 -YR 1 0 1 1 . 1 410 0 -YR 1013. 6 2 100- Y R 101 3 . 2 8 100- Y R 1012.63100-YR1 0 12 .7 8 10 0 -YR10 1 2 . 04 1 0 0 -YR 10 1 2 . 7 6 10 0 - Y R 1013.21100-YR 101 3 . 8 6 100 - Y R 1013.25100-YR1 0 13 . 59 1 0 0 - YR 1013.58 100-YR 101 3 . 6 7 100 - Y R 1012.65100-YR1 0 1 4 . 0 8 1 0 0 -YR 1 0 1 4 . 4 3 1 0 0 -YR 1014.2 3100-Y R 1 0 20 . 03 1 0 0 - YR1020.05100-YR10 1 3 . 7 1 100 -YR 12/13/18 PER COSESCO AND GRADING REVIEW AJR 22306 GRADING DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY OVERALL GRADING PLAN C4-10 - AJR AJR JDF 11/20/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C4-10 OVERALL GRADING PLAN ---- ---- C4-10 WAUKEE IOWA 0 SCALE IN FEET 80 160 FFE = 1018.0' FFE = 1017.0' DETENTION BASIN A HWL - 1005.28' BOT - 995.00' DETENTION BASIN B HWL - 1007.02' BOT - 1003.50' FFE = 1015.5'FFE = 1013.5' FFE = 1012.5' FFE = 1018.5' FFE = 1022.5' FFE = 1018.5' 02/19/19 REVISED PER CITY REVIEW #2 AJR 03/26/19 REVISED PER CITY REVIEW #4 AJR SAN MH R=1023.13 I=994.63 G G CB T/C=1024.42 I E=1019.65 15" RCP I W=1019.45 15" RCP CB T/C=1024.44 I=1019.80 15" RCP elec hh CB T/C=1019.23 I= MH R=1019.35 I NE=1004.19 I S=1004.02 I NW=1003.99 CB T/C=1018.62 I=1015.45 15" PVC SUMP=1015.30 {W i l l i am C K n a p p , L c } S E K E T T L E S T O N E B L V D SAN MH R=1022.77 I=993.47 1015 10 2 0 10 2 5 1016 1017 1018 101 9 1 0 2 1 10 2 2 10231024 10 2 6 1 0 2 7 1020 1025 1030 1017101810191021 1022 1023 1024 1026 1027 1028 1029 I n g r e s s /E g r e s s Ea s em e n tPer B o o k 2 0 1 5 ,Pa g e 1 5 7 1 1 Sani t a r y S e w e r E a s e m e n t Sho w n o n O a k l e a f P l a t 1 Ingress/Egress EasementPer Book 2015, Page 15711Page 2 0 6 0 7 FBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFLEET STREETFL E E T S T R E E T N . OU T L O T A OU T L O T B OU T L O T C -18%-24.9%-25%-25%1019.70HP1 0 1 4 . 4 6 I N L E T 1014.95 1 0 2 0 . 3 0HP 1 0 1 9 . 5 2 1018.87 1 0 1 8 . 8 7 1 0 1 8 . 2 8 H P 1018.04LP1018.46HP1012.62INLET1014.72HP 1014.45LP 1 0 1 4 . 5 7 1 0 1 4 . 6 91014.741014.851015.5 0 1016.00H P 1016.281 0 1 8 . 5 3 1 0 1 8 . 2 7 1 0 1 5 . 8 01015.68LP1015.881014.74HP1014.601014.5310 1 4 . 4 5 1014.451 0 1 4 . 5 31014.611014.591014.5110 1 4 . 4 3 LP 1019.01 PAD 1 0 1 8 . 8 0 P A D 1015.95PAD 1 0 1 5 . 3 5 P A D 1014.27LP1 0 1 6 . 5 81020.40INLET1020.40INLET1023 .46PAD1022.00 PAD 102 1 . 2 8 PA D 1 0 1 9 . 8 7 P A D 1018.85 PAD 1015.151015.2710 1 5 . 3 9 10 1 5 . 5 9 HP 1 0 1 5 . 2 7 10 1 5 . 3 9 1015.151 0 1 7 . 3 2 1017.121016.761017.121017.241017.35 10 1 7 . 4 9 10 1 7 . 6 7 H P 1018.38 1017.001017.1710 1 7 . 1 9 10 1 7 . 3 3 1015.04LP1015.1210 1 5 . 2 0 1014.851014.8510 2 0 . 2 7 1018.7 3 1015.2310 2 3 . 3 2 M A T C H 10 2 0 . 4 3 M A T C H 1021.301021.671021.80HP 1013.74 SWALE 1012.6 3 SWALE 1019.0 2 1 0 1 51016101710181020 1 0 1 5 1 0 1 6 1 0 1 7 1 0 1 8 1 0 1 91020 10171018101910211022 101510131014101610171020 102110221022 101810191019 1020 1019 1021 1022 1017102 2 1023 -3.2%EOF-1.6%-1.6%-1.5%1021.80HP1 0 2 1 . 2 5 EO F EOF1023.64ROW1023.73ROW1020.67ROW1014.53EOF10 1 3 . 5 8 10 0 - Y R 1014.23 100-YR1020.03100-YR1020.05 100-YR 22306 GRADING DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DETAILED GRADING PLAN (NORTHWEST) C4-20 - --- -- -- 11/20/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C4-20 DETAILED GRADING PLAN (NORTHWEST) ---- ---- C4-20 WAUKEE IOWA 0 SCALE IN FEET 30 60 FFE = 1018.5' FFE = 1022.5' FFE = 1018.5' SEE I N S E T 1 O N SHE E T C 4 - 2 6 12/13/18 PER COSESCO AND GRADING REVIEW AJR LIMITS OF INUNDATION IN 100-YR STORM EVENT, TYP GRADING LEGEND EXISTING CONTOUR (MINOR INTERVAL) EXISTING CONTOUR (MAJOR INTERVAL) PROPOSED CONTOUR (MINOR INTERVAL) PROPOSED CONTOUR (MAJOR INTERVAL) PROPOSED SPOT ELEVATION PROPOSED TOP BACK OF CURB SPOT ELEVATION SPOT ELEVATION KEY LP LOW POINT HP HIGH POINT EOF EMERGENCY OVER FLOW CC-1 CURB CUT 1 (SEE DETAIL) CC-2 CURB CUT 2 (SEE DETAIL) CC-3 CURB CUT 3 (SEE DETAIL) EMERGENCY OVER FLOW ROUTE SURFACE GRADE / DIRECTION GENERAL GRADING NOTES EXCAVATED MATERIAL SHALL BE COMPACTED TO 100% PROCTOR DENSITY FOR THE UPPER 3', AND 95% PROCTOR DENSITY BELOW 3' IN ALL BUILDING PADS. REFER TO THE QUALITY COMPACTION METHOD IN ALL OTHER AREAS. PROPOSED CONTOURS SHOW FINISHED GRADE ELEVATIONS. BUILDING PAD AND PAVEMENT HOLD DOWNS ARE NOT INCLUDED. 101 100 101 100 XXX.XXXXX.XX-X.X% EOF 01/22/19 REVISED PER CITY REVIEW AJR 25' SEE I N S E T 1 O N SHE E T C 4 - 2 8 02/19/19 REVISED PER CITY REVIEW #2 AJR SE KETTLESTONE BLVD RIGHT-OF-WAY GRADING TO BE DONE BY OTHERS SEE INSET 4 ON SHEET C4-28 03/05/19 REVISED PER CITY REVIEW #3 AJR TEMPORARY CONSTRUCTION EASEMENT TEMPORARY CONSTRUCTION EASEMENT SEE I N S E T 1 O N SHE E T C 4 - 2 9 03/26/19 REVISED PER CITY REVIEW #4 AJR METER PIT post t CB T/C=1018.62 I=1015.45 15" PVC SUMP=1015.30 {O a k l e a f P r o p e r t i e s L c } 1010 1015 1008 1009 1011 1 0 1 2 1013 1014 1016 1017 1 0 1 0 101 1 1012 1013In g r e s s /E g r e s s Ea s em e n tPer B o o k 2 0 1 5 ,Pa g e 1 5 7 1 1 I n g r e s s /E g r e s s E a s em e n tPer B o o k 2 0 1 5 , P a g e 1 5 7 1 1 Sanitary Sewer EasementShown on Oakleaf Plat 1SUPER UNLEADED 8720,000 GAL.SUPER UNLEADED 8720,000 GAL.KEROSENE10,000 GAL.NON-OXY 8710,000 GAL.NON-OXY 9110,000 GAL.DIESEL FUEL10,000 GAL.SUPER UNLEADED 8720,000 GAL.C- S T O R E 7, 1 5 9 S F FF E = 1 0 1 6 . 0 ' FBO FB O FB O FBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFLEET STREET S . OU T L O T B FB O FB O FB O FB O FB O FB O FB O FB O FB O FB O FB O FB O FBO FBO-24.9%-25%-25%-13. 4 %1019.70HP1 0 2 0 . 3 0HP 1 0 1 9 . 5 2 1018.87 1 0 1 8 . 8 7 1 0 1 8 . 2 8 H P 1018.04LP1018.46HP1012.62INLET1012.62INLET1016.00HP1016.281 0 1 8 . 5 3 1 0 1 8 . 2 7 1 0 1 5 . 8 01015.68LP1015.8810 1 4 . 4 71014.5910 1 4 . 7 1 1014.711 0 1 4 . 5 91014.4710 1 4 . 8 4 H P 1019.01 PAD 1 0 1 4 . 2 7LP1 0 1 6 . 5 8 1 0 1 9 . 8 7 P A D 1018.85 PAD 1015.151015.2710 1 5 . 3 9 10 1 5 . 5 9 HP 1 0 1 5 . 2 7 10 1 5 . 3 9 1015.1510 1 7 . 3 2 1017.121016.761017.121017.241017.35 10 1 7 . 4 9 10 1 7 . 6 7 H P 1018.38 1018.30 1018.091017.9 8 LP 1018.091018.301017. 6 9 1017.001017.1710 1 7 . 1 9 10 1 7 . 3 3 10 1 7 . 4 2 10 1 7 . 6 4 HP 1017.281 01 7 . 1 11017.001016.931016.781 0 1 7 . 0 1 1017. 1 3 HP 1016 . 6 9 1016.611 0 1 6 . 5 8 10 1 6 . 5 1 LP 1 0 1 6 . 7 0 1016.53LP1016.03 1016.18 1015.90 1015.78 LP 1 0 1 6 . 3 5 H P 1016.201016.281015.04LP1015.1210 1 5 . 2 0 1015.201 0 1 5 . 1 21015.04LP10 1 5 . 2 8 H P 1015.181014.311014.4310 1 4 . 5 5 1013.771 0 1 3 . 6 21013.771013.58E O F 1013.62EOF1012. 3 5 INLET 1012.35INLET1012.15 INLET1012.501012.5710 1 2 . 6 4 1 0 1 2 . 7 8 1012.281012.631 0 1 2 . 5 6 1 0 1 2 . 5 0 1 0 1 5 . 8 8HP 1 0 1 5 . 8 8 1 0 1 5 . 9 2 L P1015.971016.0510 1 6 . 0 5 1015.88HP1015.881 0 1 5 . 9 2 L P 10 1 5 . 9 6 1 0 1 6 . 6 1 H P 1 0 1 6 . 5 1 1 0 1 6 . 4 6 1 0 1 6 . 3 9 10 1 6 . 0 5 L P 1014.95 HP1015.091014.981014.90 1 0 1 4 . 8 5 1 0 1 4 . 7 21014.641014.58 1014.47 LP 1013.70 101 3 . 8 2 HP 1013.701014.00 HP 1013.77 1013.93 1014.19 HP 1011.91CC-21012.68 1012.681012.84HP1011.921011.92 1014.01 101 4 . 3 6 EO F1018.211018.21 1 0 1 6 . 1 3 1014.911015.52 1014.751014.66 1015.01 1015.151016.93 1016.94 1 0 1 7 . 0 8 P A D 1 0 1 4 . 6 7 P A D 1 0 1 4 . 4 3 P A D 1 0 1 2 . 9 0 P A D 1013.14 LP1013.2210 1 3 . 3 0 1013.301 0 1 3 . 2 2 10 1 3 . 1 4 LP 1013.38 HP 1013.2 8 EOF 1012.351012.4710 1 2 . 5 9 1012.531 0 1 2 . 4 71012.351012.7 2 HP 1012.921012.81LP10 1 2 . 9 2 1012.921 0 1 2 . 8 1 L P 1 0 1 2 . 9 2 1013.1 3 HP 1013.13EOF1015.711015.87HP10 1 5 . 7 1 1015.711 0 1 5 . 8 7 H P 1015.711016.0 61016.22HP10 1 6 . 0 6 1016.061 0 1 6 . 2 2 H P 1016.061014.20 HP 1 0 1 4 . 1 91014.291014.391014.841014.841014.91HP1013.611013.38 1013.26 1013.05 LP 1013.381013.221014.1610 1 4 . 0 6 1013.831013.771013.65LP1013.81 1014.081014.68HP1014.411014.25LP 10 1 4 . 3 7 10 1 4 . 3 71014.271014.12LP1014.201014.401014.40HP1016.00 1015.91 1016.001015.731015.67 1015.85 1015.80 1015.751015.801 0 1 6 . 0 0 1015.85 1015.66 1016.00 1015.76 101 6 . 0 0 1012.5 1 INLET1012.51INLET101 3 . 8 1 INL E T 1014.14 INLET 1015.49 1015.86 1016.001015.86 1015.83 FLUSH1015.77 FLUSH 1016.00 FLUSH 1016.00FLUSH1015 . 7 7 1015.55 1015.831015.841015.751015.851015.801015.751015.851015.701016.201016.081014.8 1 1 0 1 4 . 0 7 1014.061014.811018.7 3 1016.791012.38 1014.29 1011.78 1016. 5 3 1 0 1 6 . 4 4 1016.45 1016.36 1011.90 CC-2 1012.481014.99CC-11013.23CC-11012.55 INLET1013.05INLET1014.6 6 1013.0 0 CC-2 10 1 0 . 2 6 IN L E T1013.00CC-21013.0 0 CC-21012.82SWALE 1011.65SWALE 1011.11SWALE1013.77SWALE 1013.38INLET1 01 3 . 2 0 IN LET 1013.94CC-11019.0 2 1 0 1 5 1 0 1 6 1 0 1 7 1 0 1 8 1 0 1 9 10151013101410161017101810191015 1012101310141016 10151013 1 0 1 4 101610171015101310141016101710151013101410151013101310141013101310141020 101810191019 10151015101410141016101610171 0 1 8 1 0 1 5 1014101 6 1014.68100-YR1014.1910 1 4 . 9 0 1014.03 SWALE 1015.68 1013.06CC-31013.221 0 1 3 . 2 21012.88CC-3101 3 . 0 4 1013.0610 1 3 . 3 6 H P 101 3 . 2 4 1013.2410 1 3 . 5 1 H P 1 0 1 3 . 0 3 1013.391013.181012.66 1012.801012.69101 2 . 8 3 1012.8 2 1012. 9 61014.23101 4 . 0 8 1013.7 5 1013. 5 8 1013.3 9 1013. 4 2 CC-3 101 3 . 5 8 1 0 1 3 . 5 8 10 1 3 . 2 4 C C - 3 1013.421013.4 0 1012.9 9 1013.23 1013.1 1 1012. 8 7 EOFEOFEOFEOF-1.5%-1 .9%EOFEOFE O F E O F EOF1012.611015.671015.27 101 4 . 2 0 EO FEOF -2.5 % 1014.17 SWALE 1014.89 1015.64 -2.3 % -3.0 %-2.0%1014.59SWALE -2.1 % 1014.38 SWALE -2. 0 %1014.80SWALE 1016.18 1013.07 1014.47 EOF1014.98EOF1012.26EOF1011.14100-YR1 0 1 3 . 6 2 1 0 0 - Y R 1012.63100-YR1012.78100-YR1012.04100-YR1012.76100-YR 1013.21 100-YR 1013.86100-YR 1013. 2 5 100-Y R 1013.59100-YR10 1 3 . 5 8 10 0 - Y R 1013.67100-YR 1012.65 100-YR 22306 GRADING DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DETAILED GRADING PLAN (WEST) C4-21 - AJR AJR JDF 11/20/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C4-21 DETAILED GRADING PLAN (WEST) ---- ---- C4-21 WAUKEE IOWA 0 SCALE IN FEET 30 60 FFE = 1015.5' FFE = 1018.5' SEE INSET 3 SHEET C4-26 SEE INSET 4 SHEET C4-26 SEE INSET 2 SHEET C4-26 SEE INSET 1 SHEET C4-27 SEE INSET 2 SHEET C4-27 12/13/18 PER COSESCO AND GRADING REVIEW AJR 12/20/18 ISSUE FOR PERMIT AJR SEE INSET 3 SHEET C4-27 SEE INSET 4 SHEET C4-27 LIMITS OF INUNDATION IN 100-YR STORM EVENT, TYP GRADING LEGEND EXISTING CONTOUR (MINOR INTERVAL) EXISTING CONTOUR (MAJOR INTERVAL) PROPOSED CONTOUR (MINOR INTERVAL) PROPOSED CONTOUR (MAJOR INTERVAL) PROPOSED SPOT ELEVATION PROPOSED TOP BACK OF CURB SPOT ELEVATION SPOT ELEVATION KEY LP LOW POINT HP HIGH POINT EOF EMERGENCY OVER FLOW CC-1 CURB CUT 1 (SEE DETAIL) CC-2 CURB CUT 2 (SEE DETAIL) CC-3 CURB CUT 3 (SEE DETAIL) EMERGENCY OVER FLOW ROUTE SURFACE GRADE / DIRECTION GENERAL GRADING NOTES EXCAVATED MATERIAL SHALL BE COMPACTED TO 100% PROCTOR DENSITY FOR THE UPPER 3', AND 95% PROCTOR DENSITY BELOW 3' IN ALL BUILDING PADS. REFER TO THE QUALITY COMPACTION METHOD IN ALL OTHER AREAS. PROPOSED CONTOURS SHOW FINISHED GRADE ELEVATIONS. BUILDING PAD AND PAVEMENT HOLD DOWNS ARE NOT INCLUDED. 101 100 101 100 XXX.XXXXX.XX-X.X% EOF 01/22/19 REVISED PER CITY REVIEW AJR 02/19/19 REVISED PER CITY REVIEW #2 AJR TEMPORARY CONSTRUCTION EASEMENT 03/05/19 REVISED PER CITY REVIEW #3 AJR 03/26/19 REVISED PER CITY REVIEW #4 AJR post t post row post row f Propertie s L c } R=1016.17 I=1007.59 HH 1005 1010 1004 1004 1006 1007 1008 1009 1 0 1 0 1005 1005101010151004 10041006 1006100710081009101110121013101410161017PR O P O S E D W E T L A N D B A S I N HW L = 1 0 0 7 . 0 2 ' BO T T O M = 1 0 0 3 . 5 0 'FBOFBOFBOFBOFBOOU T L O T F OU T L O T G FB O FB O FB O FB O FB O -25%-27 %-25%1014.95 HP 1 0 1 4 . 8 5 1 0 1 4 . 7 21014.641014.58 1014.47 LP 101 3 . 8 2 HP 1013.701014.00 HP 1013.77 1013.93 1014.19 HP 1011.91CC-21012.68 1012.681012.84HP1013.08 1013.07 1013.281013.281013.40HP1012.131012.131011.921011.92 1 0 1 4 . 6 7 1 0 1 0 . 9 7 P A D 1 0 1 1 . 0 5 P A D 1 0 1 4 . 4 3 P A D 1 0 1 2 . 9 0 P A D 1 0 1 0 . 1 3 P A D 1 0 0 9 . 1 8 P A D 1012.74PAD1 0 1 0 . 1 8 SW A L E 1015.711015.87HP10 1 5 . 7 1 1015.711 0 1 5 . 8 7 H P 1015.711016.061 0 1 6 . 2 2 H P 1016.061013.661013.54LP1013.82 HP 1013.591013.701013.891013.78LP1013.93 1014.20 HP 1 0 1 4 . 1 91014.291014.391014.841014.841014.91HP1013.611013.38 1013.26 1013.05 LP 1013.381013.221014.1610 1 4 . 0 6 1013 .831013.771013.65LP1013.81 1014.081014.68HP1014.411014.25 LP 10 1 4 . 3 7 10 1 4 . 3 71014.271014.12LP1014.201014.401014.40HP1015.91 1015.731015.67 1015.851015.801015.85 1015.66 1016.00 1015.76 101 6 . 0 0 1012.5 1 INLET1012.51INLET1012.38 1014.29 1011.78 1011.00 LP 1012.0 0 HP1011.14 INLET 1011.14 INLET 1 0 1 1 . 1 6 P A D 1 0 1 4 . 1 3 P A D 1 0 1 3 . 9 2 P A D 1011.90 CC-2 1012.481014.99CC-11012.55 INLET 1003. 3 8 1008.0 3 1013.0 0 CC-2 10 1 0 . 2 6 IN L E T1013.00CC-21011.65SWALE 1011.11SWALE1013.77SWALE 1 0 1 2 . 9 5 S W A L E1011.56EOF1010.87SWAL E 1010.77SWALE10131011 101210131014 1011 100510101005 100 5 1005 1010 100310031004 100 4 1006 100 6 1006 1007 100 7 1007 100 8 1008 1008 100 9 10 1 0 1010 1 0 1 1 1011 1 0 1 2 101 2 10131013 1 0 1 3 10131014 101210131 0 0 7 . 0 3 E O F 1008.03BERM1008.03BERM1008.03BERM1011.28 1003.5 0 -1.5% -1 .9%-1.6%-2.0%-1.6 %EOFEOFEO F EO F 1002.85EOF1012.611015.671015.27 1014.1 7 SWALE -2.3 % -3.0 %-2.0%1014.59SWALE 1013.07 100110021003100 1 100 2 100 3 100 4 -2.0 %1012.26EOF1003.50 SWALE 1000.09SWALE1011.14100-YR1012.65 100-YR 1011.45EOFEOF22306 GRADING DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DETAILED GRADING PLAN (SOUTHWEST) C4-22 - --- -- -- 11/20/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C4-22 DETAILED GRADING PLAN (SOUTHWEST) ---- ---- C4-22 WAUKEE IOWA 0 SCALE IN FEET 30 60 FFE = 1015.5' FFE = 1013.5' FFE = 1012.5' SEE SHEET C4-27 FOR DETAILED INTERSECTION GRADING 12/13/18 PER COSESCO AND GRADING REVIEW AJR LIMITS OF INUNDATION IN 100-YR STORM EVENT, TYP GRADING LEGEND EXISTING CONTOUR (MINOR INTERVAL) EXISTING CONTOUR (MAJOR INTERVAL) PROPOSED CONTOUR (MINOR INTERVAL) PROPOSED CONTOUR (MAJOR INTERVAL) PROPOSED SPOT ELEVATION PROPOSED TOP BACK OF CURB SPOT ELEVATION SPOT ELEVATION KEY LP LOW POINT HP HIGH POINT EOF EMERGENCY OVER FLOW CC-1 CURB CUT 1 (SEE DETAIL) CC-2 CURB CUT 2 (SEE DETAIL) CC-3 CURB CUT 3 (SEE DETAIL) EMERGENCY OVER FLOW ROUTE SURFACE GRADE / DIRECTION GENERAL GRADING NOTES EXCAVATED MATERIAL SHALL BE COMPACTED TO 100% PROCTOR DENSITY FOR THE UPPER 3', AND 95% PROCTOR DENSITY BELOW 3' IN ALL BUILDING PADS. REFER TO THE QUALITY COMPACTION METHOD IN ALL OTHER AREAS. PROPOSED CONTOURS SHOW FINISHED GRADE ELEVATIONS. BUILDING PAD AND PAVEMENT HOLD DOWNS ARE NOT INCLUDED. 101 100 101 100 XXX.XXXXX.XX-X.X% EOF 01/22/19 REVISED PER CITY REVIEW AJR TEMPORARY DRAINAGE SWALE 36.3'43.8'DRY POND EMERGENCY OVER FLOW = 1007.03 OVER FLOW WEIR DIMENSIONS = 25'W x 1'H x 13'L 25' 1 3 ' 02/19/19 REVISED PER CITY REVIEW #2 AJR 03/05/19 REVISED PER CITY REVIEW #3 AJR 03/26/19 REVISED PER CITY REVIEW #4 AJR 1015 1020 1011 1012 101310141016 1017101810191021 1022 1023 1018 1019 101010 1 5 1006100710081009101110121013101410 1 6 1017 1018 YARD 49,896 SF PROPOSED BIO-CELL HWL = 1011.74' BOTTOM = 1008.00'FBOFBOFBOFBOFLEET STREETT S T R E E T N . OU T L O T C LO T 1 -25% -25%-25%-25%-18%-24.9%-25%-24%1019.70HP1 0 1 4 . 4 6 I N L E T 1014.95 1 0 2 0 . 3 0HP 1 0 1 9 . 5 2 1018.87 1 0 1 8 . 2 8 H P 1018.04LP1018.46HP1 0 1 3 . 8 0 I N L E T 1 0 1 4 . 2 3 IN L E T 1 0 1 3 . 4 8 IN LET 1012.62INLET1012.62INLET1014.72HP 1014.45LP 1 0 1 4 . 5 7 1 0 1 4 . 6 91014.741014.851015.5 0 1016.00HP1016.281 0 1 8 . 5 3 1 0 1 8 . 2 7 1 0 1 5 . 8 01015.68LP1015.881014.74HP1014.601014.5310 1 4 . 4 5 1014.451 0 1 4 . 5 31014.611014.7 4 HP1014.601014.5310 1 4 . 4 5 1014.451 0 1 4 . 5 31014.611014.79HP1014.591014.5110 1 4 . 4 3 LP 1014.43 LP 1 0 1 4 . 5 11014.591014.63 HP 1014.79HP1014.591014.501014 . 4 0 LP 1014.40LP 1 0 1 4 . 4 91014.591 0 1 4 . 6 0 H P 1014. 7 9 HP1014.591014.511014.4 3 LP 1014.591014.63HP 10 1 4 . 4 71014.5910 1 4 . 7 1 1014.711 0 1 4 . 5 91014.4710 1 4 . 8 4 H P 1019.01 PAD 1 0 1 8 . 8 0 P A D 1015.95PAD1 0 1 5 . 3 5 P A D 1014.27LP1 0 1 6 . 5 8 1022.00 PAD 1015.151015.2710 1 5 . 3 9 10 1 5 . 5 9 HP 1 0 1 5 . 2 7 10 1 5 . 3 9 1015.151 0 1 7 . 3 2 1017.121016.761017.121017.241017.35 10 1 7 . 4 9 10 1 7 . 6 7 H P 1018.38 1017.001017.1710 1 7 . 1 9 10 1 7 . 3 3 10 1 7 . 4 2 10 1 7 . 6 4 HP 1017.281 01 7 . 1 11017.001016.931016.781 0 1 7 . 0 1 1 0 1 6 . 5 8 10 1 6 . 5 1 LP 1 0 1 6 . 7 0 1016.53LP1015.04LP1015.1210 1 5 . 2 0 1015.201 0 1 5 . 1 21015.04LP10 1 5 . 2 8 H P 1015.181014.311014.4310 1 4 . 5 5 1013.771 0 1 3 . 6 21013.771 0 1 3 . 5 8EOF 1013.62EOF1012.3 5 INLET 1012.35INLET1 0 1 4 . 4 2 1014.501014.5810 1 4 . 5 8 10 1 4 . 5 01014.421012.501012.5710 1 2 . 6 4 1 0 1 2 . 7 8 1012.281012.631 0 1 2 . 5 6 1 0 1 2 . 5 0 1 0 1 5 . 8 8 H P 1 0 1 5 . 8 8 1 0 1 5 . 9 2 LP 1015.88HP1015.881 0 1 8 . 8 1 P A D 1 0 1 5 . 2 8 P A D 1013.14 LP1013.2210 1 3 . 3 0 1013.38 HP 1013.2 8 EOF 1016.0 61016.22HP1016.061011.001015.001 0 1 1 . 0 0 1015.001 0 1 1 . 0 01011.001014.551014.101014.101 0 1 4 . 8 3 1015.001013.501010.90INLET1014.631014.791014.781014.501012.601013.831015.001014.701015.001014.851014.851014.181014.301013.331013.621013.351014.431013.46 FLUSH 1013.46 FLUSH 1013.881012.961011.45CC1012.371013.151010.76 SWALE 1 0 0 6 . 8 0 SW A L E 10 0 9 . 2 4 S W A L E1015.231013.74 SWALE 1012.6 3 SWALE 1010.551011.90EOF1010 1010 1015 1 0 1 51016101710181020 1 0 1 5 1 0 1 6 1 0 1 7 1 0 1 8 1 0 1 9102010191021 1015101310141016101710151013101410151013101310141019 10101010101010151015 9951000100510101020 1019 1021 1022 1013.06CC-31013.221 0 1 3 . 2 21012.88CC-3101 3 . 0 4 1013.0610 1 3 . 3 6 H P 101 3 . 2 4 10 1 3 . 5 1 H P 1 0 1 3 . 0 3 1013.181012.66 1012.801012.69101 2 . 8 3 1012.8 2 1012. 9 61014.23101 4 . 0 8 1013.7 5 1013. 5 8 1013.3 9 -3.2%EOFEO F -2.0%EOFEOF-1.6%-1.3%1 0 2 1 . 2 5 EO F EOF -2.0%-2 .1%1020.67ROW1018.98ROW1 0 1 4 . 4 3EOF EOF 1014.11EOFEOF 1013.71EOFEOF -0.5%-1.2%-0.8%-1.0%-0.7% 10 1 4 . 3 6 10 1 4 . 6 7 1014.431014.181013.811013.801013.28EOFEOF 1 01 3 . 0 8 IN LET -1.0%1014.53EOF1 0 1 3 . 6 2 1 0 0 - Y R 1 0 1 3 . 2 8 1 0 0 -YR1012.78100-YR1012.76100-YR 10 1 3 . 5 8 10 0 - Y R 1014.08100-YR1014.43100-YR1014.23 100-YR 1013.71100-YR22306 GRADING DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DETAILED GRADING PLAN (NORTH) C4-23 - AJR AJR JDF 11/20/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C4-23 DETAILED GRADING PLAN (NORTH) ---- ---- C4-23 WAUKEE IOWA 0 SCALE IN FEET 30 60 FFE = 1018.0' FFE = 1018.5' 12/13/18 PER COSESCO AND GRADING REVIEW AJR LIMITS OF INUNDATION IN 100-YR STORM EVENT, TYP GRADING LEGEND EXISTING CONTOUR (MINOR INTERVAL) EXISTING CONTOUR (MAJOR INTERVAL) PROPOSED CONTOUR (MINOR INTERVAL) PROPOSED CONTOUR (MAJOR INTERVAL) PROPOSED SPOT ELEVATION PROPOSED TOP BACK OF CURB SPOT ELEVATION SPOT ELEVATION KEY LP LOW POINT HP HIGH POINT EOF EMERGENCY OVER FLOW CC-1 CURB CUT 1 (SEE DETAIL) CC-2 CURB CUT 2 (SEE DETAIL) CC-3 CURB CUT 3 (SEE DETAIL) EMERGENCY OVER FLOW ROUTE SURFACE GRADE / DIRECTION GENERAL GRADING NOTES EXCAVATED MATERIAL SHALL BE COMPACTED TO 100% PROCTOR DENSITY FOR THE UPPER 3', AND 95% PROCTOR DENSITY BELOW 3' IN ALL BUILDING PADS. REFER TO THE QUALITY COMPACTION METHOD IN ALL OTHER AREAS. PROPOSED CONTOURS SHOW FINISHED GRADE ELEVATIONS. BUILDING PAD AND PAVEMENT HOLD DOWNS ARE NOT INCLUDED. 101 100 101 100 XXX.XXXXX.XX-X.X% EOF 01/22/19 REVISED PER CITY REVIEW AJR SEE INSET 2 ON SHEET C4-28 25.1' 3.8' 19.2' 25.1' 02/19/19 REVISED PER CITY REVIEW #2 AJR 03/05/19 REVISED PER CITY REVIEW #3 AJR 03/26/19 REVISED PER CITY REVIEW #4 AJR post row post row post row INTERSTATE 80 HH 1 0 1 0 1011 1010 1015 1006 1007 1008 1009 1011 1012 1013 1014 1016 1017 1018 10101007 1008 10091011PROPOSED BUILDING 187,834 SF F.F.E. = 1015.0' FB O FB O FB O FB O FB O FB O FBO FBO FBO FBO FBO -25% -33%1013.571012.741012.85 1011.4 71011.16EOF1011.51 1011.43 1014.7 4 HP1014.601014.5310 1 4 . 4 5 1014.451 0 1 4 . 5 31014.611014.74HP1014.601014.5310 1 4 . 4 5 1014.451 0 1 4 . 5 31014.611014. 7 9 HP1014.591014.511014.4 3 LP 1014.43 LP 1 0 1 4 . 5 11014.591014.63HP 1014.79HP1014.591014.511014.43 LP 1014.43 LP 1 0 1 4 . 5 11014.591014.6 3 HP 1014.79HP1014.591014.511 0 1 4 . 4 3 L P 1014.43LP 1 0 1 4 . 5 11014.5910 1 4 . 6 3 H P 1012.1 5 INLET 1011.96INLET 1011.46INLET1 0 1 1 . 4 6 IN LE T 1013.34INLET1013.36INLET1013.07 1013.281013.281013.40HP1011.991012.11HP1011.99 1012.171013.371 0 1 4 . 1 9 1 0 1 4 . 1 9 1 0 1 4 . 3 1 1 0 1 4 . 4 3 1014 . 6 0 HP 1 0 1 4 . 2 91013.971013.071012.771012.431011.791011.79 1012.431014.131014.001013.821012.131012.131013.20 PAD 1 0 1 4 . 3 0 P A D 1013.14 LP1013.2210 1 3 . 3 0 1013.301 0 1 3 . 2 2 10 1 3 . 1 4 LP 1013.38 HP 1013.2 8 EOF 1012.351012.4710 1 2 . 5 9 1012.531 0 1 2 . 4 71012.351012.7 2 HP 1012.921012.81LP10 1 2 . 9 2 1012.921 0 1 2 . 8 1 L P 1012.921013.1 3 HP 1013.13EOF1015.711015.87HP10 1 5 . 7 1 1015.711 0 1 5 . 8 7 H P 1015.711016.0 61016.22HP10 1 6 . 0 6 1016.061 0 1 6 . 2 2 H P 1016.061013.70HP1013.48 1013.391013.131012.861013.301013.081012.961012.701012.54EOF1012.50LP1012.66 1012.60 1012.78 1012.98 10 1 2 . 3 4 1012.261012.991012.181012.301013.88HP1013.661013.54LP1013.82 HP 1013.591013.70 1 0 1 3 . 8 91013.78LP1013.93 1014.20 HP 1 0 1 4 . 1 91014.291014.391014.841014.841014.91HP1014.701014.701014.701014.701 0 1 4 . 7 0 1014.551 0 1 4 . 8 5 1014.851015.001014.811014.821015.001012.0 0 HP 1011.32 EOF 1011.66 1012.30 1 0 1 2 . 8 9 1 0 1 3 . 4 81013.181013.021 0 1 3 . 8 0 10 1 3 . 9 6 1014.03HP1013.9310 1 3 . 4 4 1012.92 FLUSH 1013.46 FLUSH 1013.79HP10 1 3 . 7 9 H P 1013.791 0 1 3 . 7 9 1001.25 TW 995.25 BW995.25BW10 0 1 . 2 5 T W 999.19 TW 996.03BW100 1 . 0 0 BW1001.94TW10 0 6 . 5 0 BE R M 1010.00INLET1 0 1 2 . 9 5 S W A L E1011.56EOF1010.77SWALE1011.29 CC-11011.30CC-1 1012.05 SWALE 10 0 4 . 0 0 10 1 3 . 9 2 1011.52 1 0 1 2 . 1 3 1014.071012 10131 0 1 4 101310121012 1013 1013101410131013101410141010 1007 1008 1009 1011 1012 1013 1014 101010101015-10% 10 1 3 . 3 6 H P 101 3 . 2 4 1013.2410 1 3 . 5 1 H P 1013.391013.3 9 1013. 4 2 CC-3 101 3 . 5 8 1 0 1 3 . 5 8 10 1 3 . 2 4 C C - 3 1013.421013.4 0 1013. 1 8 CC-3 101 3 . 3 4 1 0 1 3 . 3 4 10 1 3 . 0 0 C C - 3 1013.181013.1 6 1012.9 9 1013.23 1013.1 1 1012. 8 7 EOFEOFEOFEOF1 0 1 2 . 4 1 SW A L E 1 0 0 8 . 2 7 S W A L E -5.4%EO F EO F EOFEOF1013.13100-YR1013.13100-YREOF10 1 1 . 5 5 1011.0 81011.17100-YR 1011.20100-YR1011.20100-YR1012.63100-YR1012.04100-YR1012.76100-YR 9 9 7 . 3 2 TW 996.82 BW 22306 GRADING DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DETAILED GRADING PLAN (SOUTH) C4-24 - AJR AJR JDF 11/20/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C4-24 DETAILED GRADING PLAN (SOUTH) ---- ---- C4-24 WAUKEE IOWA 0 SCALE IN FEET 30 60 FFE = 1012.5' 12/13/18 PER COSESCO AND GRADING REVIEW AJR LIMITS OF INUNDATION IN 100-YR STORM EVENT, TYP GRADING LEGEND EXISTING CONTOUR (MINOR INTERVAL) EXISTING CONTOUR (MAJOR INTERVAL) PROPOSED CONTOUR (MINOR INTERVAL) PROPOSED CONTOUR (MAJOR INTERVAL) PROPOSED SPOT ELEVATION PROPOSED TOP BACK OF CURB SPOT ELEVATION SPOT ELEVATION KEY LP LOW POINT HP HIGH POINT EOF EMERGENCY OVER FLOW CC-1 CURB CUT 1 (SEE DETAIL) CC-2 CURB CUT 2 (SEE DETAIL) CC-3 CURB CUT 3 (SEE DETAIL) EMERGENCY OVER FLOW ROUTE SURFACE GRADE / DIRECTION GENERAL GRADING NOTES EXCAVATED MATERIAL SHALL BE COMPACTED TO 100% PROCTOR DENSITY FOR THE UPPER 3', AND 95% PROCTOR DENSITY BELOW 3' IN ALL BUILDING PADS. REFER TO THE QUALITY COMPACTION METHOD IN ALL OTHER AREAS. PROPOSED CONTOURS SHOW FINISHED GRADE ELEVATIONS. BUILDING PAD AND PAVEMENT HOLD DOWNS ARE NOT INCLUDED. BUILDING PAD = SUBGRADE ELEVATION BENEATH THE BUILDING FLOOR SLAB THAT TYPICALLY EXTENDS APPROXIMATELY 5' BEYOND BUILDING FOOTPRINT. 101 100 101 100 XXX.XXXXX.XX-X.X% EOF 01/22/19 REVISED PER CITY REVIEW AJR SEE INSET 3 ON SHEET C4-28 36.3'5.1' 25.2' 02/19/19 REVISED PER CITY REVIEW #2 AJR 03/05/19 REVISED PER CITY REVIEW #3 AJR 03/26/19 REVISED PER CITY REVIEW #4 AJR {Goodall, Charles F & Cheryl A Jtrs}1000 1005 1010 99 8 99 9 1001 100 2 1003100310 0 3 10041006 1007 1008 1009 1011 PROPOSED WET PONDHWL = 1005.28'NWL = 1001.00'BOTTOM = 995.00'OUTLOT DOUTLOT E-25%-25%-25%-25%-25%-25% -25% -25%1013.80PAD1 0 1 6 . 6 5 P A D 1 0 1 8 . 8 1 P A D 1 0 1 5 . 2 8 P A D 1 0 1 3 . 8 6 P A D 1 0 1 2 . 7 6 P A D 1 0 1 1 . 0 0 1015.001 0 1 1 . 0 01014.551014.101014.631014.791014.781012.601015.001013.46 FLUSH 1013.46 FLUSH 1013.881012.961011.45CC1012.371013.151 0 0 6 . 5 0 E O F 10 1 2 . 9 8 S W A L E 1012.70BERM10 0 8 . 5 0 S W A L E 1009.93 BERM 1007.21 SWALE 1008.60BERM1010.76 SWALE 1 0 0 6 . 8 0 SW A L E 10 0 9 . 2 4 S W A L E 10 0 6 . 5 0 BE R M 1006.50 BERM 10 0 6 . 5 0 BE R M 10 0 6 . 5 0 BE R M 1010.551005.381011.90EOF1 0 1 5 1 0 1 4 1 0 1 6 1 0 1 7 1 0 1 8 10199951000100510101010 1010 10151015 995 995 1000 10 0 0 1005 10 0 5 1010 10 1 0 1015-10%-10% EOF -2.0% 1 0 0 8 . 2 7 S W A L E -5.4%EOF-2. 1 % -1.3%-1.6% -2. 1 % -2.0%-2.1%1018.98ROW1006.53ROW1017.42ROW22306 GRADING DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DETAILED GRADING PLAN (EAST) C4-25 - AJR AJR JDF 11/20/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C4-25 DETAILED GRADING PLAN (EAST) ---- ---- C4-25 WAUKEE IOWA 0 SCALE IN FEET 30 60 FFE = 1018.0' FFE = 1017.0' 12/13/18 PER COSESCO AND GRADING REVIEW AJR 10'10' GRADING LEGEND EXISTING CONTOUR (MINOR INTERVAL) EXISTING CONTOUR (MAJOR INTERVAL) PROPOSED CONTOUR (MINOR INTERVAL) PROPOSED CONTOUR (MAJOR INTERVAL) PROPOSED SPOT ELEVATION PROPOSED TOP BACK OF CURB SPOT ELEVATION SPOT ELEVATION KEY LP LOW POINT HP HIGH POINT EOF EMERGENCY OVER FLOW CC-1 CURB CUT 1 (SEE DETAIL) CC-2 CURB CUT 2 (SEE DETAIL) CC-3 CURB CUT 3 (SEE DETAIL) EMERGENCY OVER FLOW ROUTE SURFACE GRADE / DIRECTION GENERAL GRADING NOTES EXCAVATED MATERIAL SHALL BE COMPACTED TO 100% PROCTOR DENSITY FOR THE UPPER 3', AND 95% PROCTOR DENSITY BELOW 3' IN ALL BUILDING PADS. REFER TO THE QUALITY COMPACTION METHOD IN ALL OTHER AREAS. PROPOSED CONTOURS SHOW FINISHED GRADE ELEVATIONS. BUILDING PAD AND PAVEMENT HOLD DOWNS ARE NOT INCLUDED. BUILDING PAD = SUBGRADE ELEVATION BENEATH THE BUILDING FLOOR SLAB THAT TYPICALLY EXTENDS APPROXIMATELY 5' BEYOND BUILDING FOOTPRINT. 101 100 101 100 XXX.XXXXX.XX-X.X% EOF 01/22/19 REVISED PER CITY REVIEW AJR19.8'19'19.7'3.8'25.1'25.2'WET POND EMERGENCY OVER FLOW = 1005.50 OVER FLOW WEIR DIMENSIONS = 100'W x 1'H x 13'L 100'13'02/19/19 REVISED PER CITY REVIEW #2 AJR 03/26/19 REVISED PER CITY REVIEW #4 AJR FBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFLEET STREETST R E E T N .-1.5%-6.2%-1.5%-1.6% -1.6%-6.2%-4.0%0.2% -1.0% -1.4% -1.2%0.5%-2.9%1.4%1.5%-1.2% -1.2%-3.5%10211022 EOF -3.6%-6.2%1021.751021.751021. 0 0 1021. 0 0 1021.531021.911020.871021.611021.7910 2 1 . 9 2 1021.321 0 2 1 . 3 8 1021.601021.351021.041020.95 1021.30 1020.97 1 0 2 1 . 7 6 1021.68 1021.38 1 0 2 1 . 3 2 1 0 2 1 . 8 3 1021.7 5 1 0 2 1 . 3 8 1021. 4 4 1021.46 1 0 2 1 . 4 0 1021.29 1 0 2 1 . 2 2 1021.49 1 0 2 1 . 4 2 1021.30 1 0 2 1 . 2 4 1021.01 1022.611022.47 1 0 2 2 . 8 0 1022.64 1021. 8 8 1022.211022.381022.801022.731022.35 -1.5%-1.5%0.2% -1.2%-0.5%-1.3% -6.2% -6.2% 1014 FLEET STREET S 10171 0 1 5 101 6 -6.2 %-1.1%-1.5 %-1.1%-1.5 %-0.5%-1.5%-1.1%-1.1%-1.2%-6.2 % -3. 7 %1016.481016. 5 11017.17INLET1017.17 INLET 1016.66 1016.0 5 1 0 1 6 . 3 1 1 0 1 5 . 9 5 1 0 1 6 . 3 4 1015. 9 0 1016.651016.651 0 1 6 . 1 7 101 6 . 0 3 1017.0 3 1015.991016.37101 6 . 4 5 1016.421016.50 1015.871015.941015.921016.33 1016.261016.03 1015.981015.91 1016.04 1015.92 1016.01 -0. 2 % -0. 2 % 1013. 2 5 100-Y R FBOFBOFBOFBOFBOFBOFBOFBOFBO1015-1.2% -1.2%-1.5%-1.5%-4.8%-6.2%-0.6%-1.3%-1.3%-1.2 % -1.2 % -6.2 % -0.9% -1.7 %-1.1% -1.6 %-3.6%-0.9 % -1.2 % -1.3 %-6.2%-6.1 % -1.2 % 1017.16 1016.671016. 4 3 1015.85 101 4 . 7 8 1015.7 2 INLET 1 0 1 5 . 7 2 IN LE T 1015.40INLET1015.4 0INLET 1015.59101 5 . 2 6 1015.72101 5 . 7 6 1015.331015.29 1015.671015.731014.7310 1 4 . 8 8 1014.69 1 0 1 4 . 4 41014.521014.591015.071015.01 1015.01 1014.6 9 1014.661015.231014.78 1015.101015.351015.801016.04 1015.74 1015.98 1015.321014.701014.641015.131015.07 1014.911014.99 1014.46 1014.79 1014.74 1014.46 -2. 4 % -2.5 %-1.3%-1.1%-1.0%-1.9%1.9%-1.2% FB O FB O FB O FB O FB O FB O FB O FBOFBOFBOFBOFBOFBOFBOFBOFBOFBOFB O FB O FB O FB O FB O FB O1014-1.5 %-4.0%-0.6%-1.2%-1.8 %-0.3%-1.6 %-3.6%-1.8 % -1.7 % -1.8 % -5.5 % 1 0 1 4 . 7 8 1013. 9 2 1014.63 101 4 . 7 8 1014.6510 1 4 . 8 8 1 0 1 4 . 4 41014.521014.831014.901 01 5 .0 4 1 0 1 4 . 6 9 1014.78 1 0 1 4 . 8 61014.381015.011014.461014.881014.241014.51 1014.1 5 1014.501013.781 0 1 3 . 9 11015.141015.101014.26 1014.171014.471014.25 1014.911014.99 1014.79 1014.74 1014.46 -2. 4 % -2.5 %-1.3%-1.1%-1.0%1015.06 0.4%0.4%22306 GRADING DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DETAILED GRADING INTERSECTIONS C4-26 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C4-26 DETAILED GRADING INTERSECTIONS ---- ---- C4-26 WAUKEE IOWA 0 SCALE IN FEET 10 20 INSET 1 INSET 2 INSET 3 INSET 4 01/22/19 REVISED PER CITY REVIEW AJR 02/19/19 REVISED PER CITY REVIEW #2 AJR 03/05/19 REVISED PER CITY REVIEW #3 AJR 03/26/19 REVISED PER CITY REVIEW #4 AJR SUPER UNLEADED 8720,000 GAL.SUPER UNLEADED 8720,000 GAL.KEROSENE10,000 GAL.NON-OXY 8710,000 GAL.SUPER UNLEADED 8720,000 GAL.FBO FBO FB O FB O FB O-1.5%-1.5%-1.8 %-4.4%-1.5%-1.5%-0.9 % -0.9 %-4.4%-1.0 % 0.0 % 1.8 %-6.2%0.6 %-0.7%-1.8 %-6.2%-6.2%-6.1%0.3 %-0.7%-0.9%1015.201014.6 7 1 0 1 5 . 6 5 10 1 4 . 4 6 1015.3 4 1015.00 1 0 1 5 . 0 4 1 0 16 . 36 1016.4 41016.53 1016.45 1015.071014.62 1015.74 1015.3 31015.611015.271015. 5 1 1015.44 1 0 15 . 7 4 1015.371015.8 3 1015.07 1 0 1 5 . 1 2 1015.66 10 1 5 . 6 7 1 0 1 5 . 6 9 -2.1%-2.3%1013.591009 FBOFBOFBOFBOFBOFBOFBOFBOFBO1012-1.5%-1.3 %-1.5%-1. 5 % -6.2 %-6.2%-1.5 %-1.5%-1. 6 %1.5%-3.0%-1.5 %-1.6%-1.5 %-1.5%-2.7 % -1.0 % -1.0 % -0.6 %-2.5%-2.4%-6.2%-1.5%-1.6%-1.0 % -1.0 % -0.4 %1012.601012.091012.47 1 0 1 2 . 6 2 1012.511012.51 1012.1 6 1012.5 8 1012.3 6 1011.8 0 1012.1 4 1011.7 9 1011.9 2 1011.921012. 6 2 10 1 2 . 5 5 1 0 1 2 . 0 6 1012.4 61011.991012.571012.041012.261012.19 1012.19 1012.5 21012.601012.371012.421012.50 1012.451012.641012.56 1012.6 31012.701012.711012.64 -6.2%-6.2 %-6.2%1012.65 100-YR FBOFBO101410151016-0.9% -1.7 %-1.1%-0.6%0.1%1.0%2.2 % 2.2 % -5.5 % -0.7 %-1.5%-1.5%0.5%- 1 . 5%-5.0%-1.1%1.9%-1.2%1.9%1016.841016 .801016.671016. 4 3 1 0 1 4 . 7 8 1015.491015.00101 4 . 7 8 1014.6510 1 4 . 8 8 1014.69 1 0 1 4 . 4 41014.521015.01 1014.66 1 0 1 5 . 0 4 1 0 1 4 . 6 9 1015.231014.781015.751015.5 4 1015.6210 1 5 . 5 8 1015. 6 01014.501016.151016.2 5 1016.2 9 1016.17101 6 . 1 2 101 6 . 5 4 1 0 1 6 . 6 9 1 0 1 6 . 6 1 1016.801016.881016.59 1014.46 1014.79 1014.74 1014.46 -2. 4 % -2.5 %-1.3%-1.1%-1.0%1015.06 1015.001015.14 1015.10 4.5 % -6.5 %-1.3%-1.2%-1. 5 % -1.3%1015.07C- S T O R E 7, 1 5 9 S F FF E = 1 0 1 6 . 0 ' 1014 -1.4%-1. 2 % -1. 2 % -1.1 %-2.4%-2.3%2.1%2.6%-1. 5 % 0.6 %-1.0%-1.0%0.5 % 5.0 % -1.8 % -1.9 % 1015.79 10 1 5 . 7 9 1015.181015.141015.231015.511015.531015.761015.241015.041015.121014.871014.901014.82 1014.85 1 0 15 . 8 6 1015.49 1015 .31 1015.86 10 1 5 . 6 4 1015.451015.4022306 GRADING DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DETAILED GRADING INTERSECTIONS C4-27 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C4-27 DETAILED GRADING INTERSECTIONS ---- ---- C4-27 WAUKEE IOWA 0 SCALE IN FEET 10 20 INSET 1 INSET 2 INSET 3 INSET 4 01/22/19 REVISED PER CITY REVIEW AJR 02/19/19 REVISED PER CITY REVIEW #2 AJR 03/05/19 REVISED PER CITY REVIEW #3 AJR FBOFBOFBOFBOFBOFBOFBOFBOFBOSTREET1 0 1 910201019-6.2% 1019.55 1019.52 101 9 . 6 81019.71 INLET 1 0 1 9 . 0 9 1019.151019.52 1019.46 1019.53 1019.5 9 1020.021020.091019.701019.781 0 1 9 . 1 9 1019.19 -6.2% -1.5% -1.5%-1.2%-1.2%-5.0%2.5%1019. 6 91019.71INLET1019. 6 6 1019.701019.45 -2.4 %-1.3%-1.9%-0.8%-1.2%-2.3% 1 0 1 4 . 4 2 1014.7 0 -2.3% 1 0 1 4 . 6 9 1014.691014.421014.22 10 1 4 . 2 2 1.4%1.7%-0.0%-0.0%-0.6%0.0%1 0 1 4 . 7 0 1014.4 5 1 0 1 4 . 4 7 10091 0 1 4 -3.3%1014.6 41014.601014.391014.751015.051014.061013.981014.7 3 1 0 1 4 . 7 2 1014.791015.12-1.2%-1.5%-1.5% -1.5% -1.1% -5.0% -1.4% -1.1% -1.5%1014.741014.821014.411014.44-1.8%-1.8%10191 0 1 5EOF1014.781015.24 -1.6%1014.861015.41-0.8% -1.5% -1.5%1014.701014.851015.000.1%-0.7%1014.43100-YR22306 GRADING DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DETAILED GRADING INTERSECTIONS C4-28 - AJR AJR JDF 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C4-28 DETAILED GRADING INTERSECTIONS ---- ---- C4-28 WAUKEE IOWA INSET 1 INSET 2 INSET 3 0 SCALE IN FEET 10 20 INSET 4 SIDEWALK AND RAMP TO BE CONSTRUCTED AS PART OF OUTLOT C DEVELOPMENT SIDEWALK AND RAMP TO BE CONSTRUCTED AS PART OF OUTLOT C DEVELOPMENT 03/05/19 REVISED PER CITY REVIEW #3 AJR TTL E S T O N E B L V D FBOFBOFBO-1.5%-1.5%-1.6% -1.6%-6.2%-4.0%0.2% 1022 -3.6%1 0 2 3 . 2 7 1021.531021.91 10 2 1 . 9 2 1 0 2 1 . 3 8 1 0 2 1 . 7 6 1021.68 1 0 2 1 . 8 3 1021.7 51022.991022.92 1 0 2 1 . 3 81023.881023.73 1 0 2 2 . 8 4 -1.0 % -1.1%-0.5%-4.8 % -4.8%-1.5%-1.5%-4.9% 102 2 . 8 8 1022.81 1023. 3 41023.541022.61 1022.5 7 1022.74 1022.71 1022.42 1022.47 1 0 2 2 . 8 0 1022.641022.351022.211022.381022.581022.651022. 6 0 1022.751022.801022.731022.35 -1.5%-1.5%-1.5%-1.5%-1.5%0.2% -1.2%-0.5%-0.4%-0.2%-0.9% -0.9 % -1.0% -1.3% -6.2% -6.2% 0.3% 22306 GRADING DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY DETAILED GRADING INTERSECTIONS C4-29 - --- -- -- 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C4-29 DETAILED GRADING INTERSECTIONS ---- ---- C4-29 WAUKEE IOWA INSET 1 0 SCALE IN FEET 10 20 03/26/19 REVISED PER CITY REVIEW #4 AJR SUPER UNLEADED 8720,000 GAL.SUPER UNLEADED 8720,000 GAL.KEROSENE10,000 GAL.NON-OXY 8710,000 GAL.NON-OXY 9110,000 GAL.DIESEL FUEL10,000 GAL.SUPER UNLEADED 8720,000 GAL.PROP O S E D B UI L DI N G 187,8 3 4 S F F.F.E. = 1 0 1 5. 0' YARD 49,89 6 S F C-STORE 7,159 SF FFE = 1016.0' PROPOSED WET POND HWL = 1005.28' NWL = 1001.00' BOTTOM = 995.00' PROPOSED WETLAND BASIN HWL = 1007.02' BOTTOM = 1003.50' PROP O S E D BI O- C E L L HWL = 1 0 1 1. 7 4' BOTT O M = 1 0 0 8. 0 0'FLEET STREETFLEET STREE T N . FLEET STREET S. OUTLOT A OUTLOT B OUTLOT C OUTLOT D OUTLOT E OUTLOT F OUTLOT G LOT 1 METER PIT post t post row post row post row post row post t G G {Goodall, Charles F & Cheryl A Jtrs} INT E R S T A T E 8 0 SE KETTL E S T O N E B L V D 1005 1010 10041006100710081009 101010151020100810091011101210131014101610171018101910211022 SUPER UN LEA DED 8 720,000 G AL .SUPER UNLE ADED 8 7 20,00 0 GAL .KEROS ENE10,00 0 GAL .NON-OXY 87 10,000 G AL .NON- OXY 9 1 10,0 00 GA L.DIESEL FUE L 10,0 00 GA L .SUPE R UNL EADE D 8720,00 0 GAL . PROP O S E D B UI L DI N G 187,8 3 4 S F F.F.E. = 1 0 1 5. 0' YARD 49,89 6 S F C-STORE 7,159 SF FFE = 1016.0' PROPOSED WET POND HWL = 1005.28' NWL = 1001.00' BOTTOM = 995.00' PROPOSED WETLAND BASIN HWL = 1007.02' BOTTOM = 1003.50' PROP O S E D BI O - C E L L HWL = 1 0 1 1. 7 4' BOTTO M = 1 0 0 8. 0 0'FLEET STREETFLEET STREET N . FLEET STREET S. OUTLOT A OUTLOT B OUTLOT C OUTLOT D OUTLOT E OUTLOT F OUTLOT G LOT 1 METER PIT post t post row post row post row post row G G {Oakleaf Properties Lc} INT E R S T A T E 8 0 SE KETTL E S T O N E B L V D AP GPP, LC (K-RR Zoning)Ingress/Egress EasementPer Book 2015, Page 15711Storm Sewer E a s e m e n t Per Book 201 7 P a g e GROUND COVERS CODE QTY COMMON / BOTANICAL NAME SEED 1 548,046 sf SEED SUDAS TYPE 1 SEED MIX SEED 2 5,186 sf SEED SUDAS TYPE 2 SEED MIX SEED 6 16,083 sf SEED SUDAS TYPE 6 SOD 91,165 SOD BLUEGRASS SOD 22306 LANDSCAPE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY OVERALL SITE RESTORATION + PLANTING PLAN C5-10 - --- -- -- 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C5-10 OVERALL SITE RESTORATION + PLANTING PLAN ---- ---- C5-10 WAUKEE IOWA 0 SCALE IN FEET 80 160 LANDSCAPE REQUIREMENTS LOCATION TYPE CODE REQUIRED / PROVIDED ENTIRE SITE OPEN SPACE 20% OF SITE = 1.5 OVERSTORY TREE , 0.5 UNDERSTORY TREE & 2 SHRUBS PER 1,000 SF SITE AREA = 862,488 SF / 19.8 AC x 20% = 172,497 SF / 1,000 SF 259 OVERSTORY TREES REQUIRED / 259 OVERSTORY TREES PROVIDED 86 UNDERSTORY TREES REQUIRED / 86 PROVIDED 345 SHRUBS REQUIRED / 445 PROVIDED ENTIRE SITE OFF STREET PARKING AREAS ALL LANDSCAPED ISLANDS REQUIRED IN SUBSECTION C1 AND C2 OF THIS SECTION SHALL BE PLANTED WITH AT LEAST ONE ORNAMENTAL OR ONE DECIDUOUS OVERSTORY TREE. A MINIMUM OF FIFTY PERCENT (50%) OF THE LANDSCAPED ISLANDS SHALL BE PROVIDED WITH A DECIDUOUS OVERSTORY TREE. THE ENTIRE LANDSCAPED ISLAND AREA SHALL BE COVERED WITH PLANT MATERIALS, LAWN OR MULCHES. REFER TO PLAN, ALL LANDSCAPE ISLANDS HAVE BEEN LANDSCAPED PER CODE WHEN APPLICABLE SETBACK BETWEEN PARKING & PUBLIC R/W BUFFER AREAS THE SETBACK BETWEEN THE PARKING AREA AND THE PUBLIC RIGHT OF WAY SHALL BE LANDSCAPED WITH A MINIMUM OF 2 OVERSTORY DECIDUOUS TREE & 8 SHRUBS PER 50 LINEAR FEET OF FRONTAGE. THE FRONTAGE CALCULATION SHALL BE EXCLUSIVE OF THE DRIVEWAYS. THE PLANTINGS MAY BE PLANTED INDIVIDUALLY OR IN CLUSTERS. THIS REQUIREMENT SHALL BE INCLUDED IN THE MINIMUM NUMBER OF TREES REQUIRED FOR THE SITE AND IS NOT IN ADDITION TO. NORTH 241 LF = 10 TREES REQUIRED / 10 PROVIDED - 39 SHRUBS REQUIRED / 39 SHRUBS PROVIDED WEST 451 LF = 19 TREES REQUIRED / 19 PROVIDED - 73 SHRUBS REQUIRED / 73 SHRUBS PROVIDED SOUTH 521 LF = 21 TREES REQUIRED / 21 PROVIDED - 84 SHRUBS REQUIRED / 84 SHRUBS PROVIDED EAST SIDE OF SITE BUFFER AREAS A 25' LANDSCAPE BUFFER OF 1.5 OVERSTORY TREES, 2.5 EVERGREEN TREES, 2.5 ORNAMENTAL TREES AND 15 SHRUBS PER 50 LF OF BUFFER SHALL BE PROVIDED ALONG THE BACK OF THE BUILDING OR ALONG THE EAST PLAT BOUNDARY 557 LF / 50 LF = 11.14 UNITS 17 OVERSTORY TREES REQUIRED / 17 PROVIDED 28 EVERGREEN TREES REQUIRED / 28 PROVIDED 28 ORNAMENTAL REQUIRED / 28 PROVIDED 168 SHRUBS REQUIRED / 168 SHRUBS PROVIDED NORTH OF POLE BARN MIN TO BE PARKING LOT BUFFER PER CITY COMMENT BETWEEN PARKING AREA (POLE BARN) AND PUBLIC RIGHT OF WAY THERE SHALL BE 2 OVERSTORY TREES AND 8 SHRUBS PER 50 LF 255 LF / 50 LF = 5.1 UNITS 11 TREES REQUIRED / 11 PROVIDED 41 SHRUBS REQUIRED / 41 SHRUBS PROVIDED WEST GAS STATION PARKING LOT BUFFER 2 OVERSTORY TREES AND 8 SHRUBS PER 50 LF 261 LF / 50 LF = 5.22 UNITS 11 TREES REQUIRED / 11 PROVIDED 42 SHRUBS REQUIRED / 42 SHRUBS PROVIDED BUFFER KEY PLAN 1"=200' 241'241'211'521' (62,216 sf) SEED SOD (3,861)SOD (9,167) SOD (6,112) DWG C5-11 DWG C5-12DWG C5-13 PLANT SCHEDULE NOTE REFER TO DRAWING C5-17 FOR COMPLETE PLANTING SCHEDULE 5 57 ' 255'261'SE KETTLESTONE BOULEVARD RIGHT OF WAY TREES (BY OTHERS) AND DOES NOT APPEAR IN THE PLANT SCHEDULE OR LANDSCAPE REQUIREMENTS CHART DWG C5-14 DWG C5-15 RIGHT OF WAY TREES (BY OTHERS) AND DOES NOT APPEAR IN THE PLANT SCHEDULE OR LANDSCAPE REQUIREMENTS CHART 01/22/19 REVISED PER CITY COMMENTS AJR DWG C5-17 DWG C5-16 02/19/19 REVISED PER CITY COMMENTS #2 AJR PROVIDE 2" CLEAN RIVER GRAVEL ON ALL INTERNAL LANDSCAPE ISLANDS AND EXTERIOR PENINSULAS 03/05/19 REVISED PER CITY COMMENTS #3 AJR 03/26/19 REVISED PER CITY REVIEW #4 AJR YARD 49,89 6 S FFLEET STREET(1) - SO (1) - SR (1) - SR (1) - SR (1) - SR (1) - QF (1) - QF (1) - QF (1) - QF (1) - QF (1) - SO (1) - QF (1) - SO (1) - QF (1) - CE (1) - AE (1) - CE (1) - AE (5) - PL2 (4) - PL2 (3) - PL2 (14) - PS3 (10) - BB (12) - RC (28) - BB (3) - PL2 (12) - RC (12) - RC (17) - CK (14) - CK (12) - RC (8) - CK (8) - CK (1) - SO (1) - AE (4) - BB (3) - PL2 (3) - BB (2) - PL2 (3) - BB PL2 - (3) (2) - PL2 (2) - BB (27) - BB (12) - RC (28) - BB 2 2 2 2 2 2 2 (28) - BB 2 2 2 2 2 22 2 2 2 2 2 1 1 1 1 1 (1) - PH (1) - PH (1) - PH PH - (1)(1) - PH (1) - PH (1) - PH (1) - PH (1) - PH PH - (1) (3) - SR (5) - SR (5) - ST2 (5) - SGL (7) - CA2 (6) - ST2 (7) - JF (5) - SGL (5) - SGL (7) - CA2 GROUND COVERS CODE SEED 1 SEED 2 SEED 6 SOD 22306 LANDSCAPE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY PLANTING PLAN (NORTH+WEST) C5-11 - --- -- -- 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C5-11 PLANTING PLAN (NORTH) ---- ---- C5-11 WAUKEE IOWA 0 SCALE IN FEET 20 40 REFER TO DWG C5-12 REFER TO DWG C5-14 REFER TO DWG C5-15PLANT SCHEDULE NOTE REFER TO DRAWING C5-17 FOR COMPLETE PLANTING SCHEDULE 01/22/19 REVISED PER CITY COMMENTS AJR 02/19/19 REVISED PER CITY COMMENTS #2 AJR 03/05/19 REVISED PER CITY COMMENTS #3 AJR 03/26/19 REVISED PER CITY REVIEW #4 AJR (1) - AE (2) - BB (1) - SO BH - (2)BH - (3) BH - (3) (1) - AE (1) - AE (1) - CE (1) - CE (1) - QF QF - (1) (1) - SO (1) - QF (1) - SO (1) - SR (1) - SR (1) - QF QF - (1) SR - (1) (5) - BFBF - (4)BF - (4) JF - (7)JF - (6)(7) - CA2 (6) - JF BF - (5) JF - (8) CA2 - (3) SO - (1) AE - (1)SO - (1) BB - (2) PL2 - (2) BB - (2) PL2 - (2) BB - (2) PL2 - (2) PL2 - (3) (12) - RC (28) - BB (12) - RC (28) - BB (12) - RC (28) - BB (12) - RC (14) - CK (24) - CK (4) - JF (8) - CK (1) - QF BB - (28) (2) - PL2 (3) - BB CK - (14) 2 2 2 2 2 2 2 2 2 222 2 2 2 2 2 2 2 2 2 1 111 1 1 1 SEED 1 - (175,089 sf) 2 (4) - SR (3) - SR PH - (3) PH - (2) PH - (2)PH - (2)PH - (1) (6) - ST2 (5) - SGL (6) - CA2 (3) - SGL (7) - JF (2) - SGL (7) - CA2 (5) - ST2 (7) - CA2 (7) - JF SGL - (6) VC - (8) (4) - SGL JF - (5) SGL - (2) VC - (3) SGL - (3)VC - (6) VC - (3) JF - (5) SGL - (2) VC - (6) JF - (4) SGL - (4)VC - (5) JF - (5) SGL - (5) JF - (5) SGL - (5)VC - (6) JF - (4) SGL - (7) GROUND COVERS CODE SEED 1 SEED 2 SEED 6 SOD 22306 LANDSCAPE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY PLANTING PLAN (WEST + SOUTH) C5-12 - --- -- -- 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C5-12 PLANTING PLAN (EAST) ---- ---- C5-12 WAUKEE IOWA 0 SCALE IN FEET 20 40 REFER TO DWG C5-11 REFER TO DWG C5-13PLANT SCHEDULE NOTE REFER TO DRAWING C5-17 FOR COMPLETE PLANTING SCHEDULE 01/22/19 REVISED PER CITY COMMENTS AJR 02/19/19 REVISED PER CITY COMMENTS #2 AJR 03/05/19 REVISED PER CITY COMMENTS #3 AJR 03/26/19 REVISED PER CITY REVIEW #4 AJR SUPER UNLEADED 8720,000 GAL.SUPER UNLEADED 8720,000 GAL.KEROSENE10,000 GAL.NON-OXY 8710,000 GAL.NON-OXY 9110,000 GAL.DIESEL FUEL10,000 GAL.SUPER UNLEADED 8720,000 GAL.C-STORE 7,159 SF FFE = 1016.0' FLEET STREET S. 8 5 916 (3) - JF (4) - ST2 (2) - SM4 (1) - BF (5) - PR (2) - FS (3) - PR (1) - BF (6) - ST2 (2) - JF (3) - PR (2) - FS (3) - BF (4) - PR (5) - ST2 (5) - JF (2) - FS (3) - PS3 (3) - MM (3) - PS3 (3) - MM (3) - PS3 2 1 2 SGL - (5) PS3 - (9) QI - (5) QI - (5) QI - (6) GROUND COVERS CODE SEED 1 SEED 2 SEED 6 SOD 22306 LANDSCAPE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY PLANTING PLAN (C-STORE) C5-13 - --- -- -- 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C5-13 PLANTING PLAN (WEST) ---- ---- C5-13 WAUKEE IOWA 0 SCALE IN FEET 20 40 REFER TO DWG C5-12PLANT SCHEDULE NOTE REFER TO DRAWING C5-17 FOR COMPLETE PLANTING SCHEDULE 01/22/19 REVISED PER CITY COMMENTS AJR 02/19/19 REVISED PER CITY COMMENTS #2 AJR 03/05/19 REVISED PER CITY COMMENTS #3 AJR 03/26/19 REVISED PER CITY REVIEW #4 AJR YARD 49,89 6 S F PROP O S E D BI O- C E L L HWL = 1 0 1 1. 7 4' BOTT O M = 1 0 0 8. 0 0' OUTLOT D LOT 1 UO - (1) UO - (1) UO - (1) JF - (3) PL2 - (9) JF - (2) PL2 - (9) SC - (2) SC - (1) PL2 - (9) 2 1 (3) - FS (5) - ST2 (3) - SGL (4) - CA2 (4) - JF (5) - VA (3) - SM2 (3) - SGL (3) - TE (3) - SM2 (5) - SGL (3) - PR (3) - JF (3) - JO (3) - SM2 (5) - SGL (1) - CO (5) - CA2 (1) - CO (3) - JF (3) - SM2 (4) - VA 101010151020100810091011101210131014101610171018101910211022 SC - (3) PL2 - (9) UO - (1) (3) - CO (5) - PH (3) - UO (11) - CO (3) - PH (3) - PH SO - (1) CO - (3) (6) - PS4 (1) - FS SO - (3) UO - (6) SO - (5) PH - (2) GROUND COVERS CODE SEED 1 SEED 2 SEED 6 SOD 22306 LANDSCAPE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY PLANTING PLAN (NORTH + EAST) C5-14 - --- -- -- 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C5-14 PLANTING PLAN (POLE BARN) ---- ---- C5-14 WAUKEE IOWA 0 SCALE IN FEET 20 40 REFER TO DWG C5-12 REFER TO DWG C5-15SE KETTLESTONE BOULEVARD RIGHT OF TREES (BY OTHERS) AND DOES NOT APPEAR IN THE PLANT SCHEDULE OR LANDSCAPE REQUIREMENTS CHART PLANT SCHEDULE NOTE REFER TO DRAWING C5-17 FOR COMPLETE PLANTING SCHEDULE 01/22/19 REVISED PER CITY COMMENTS AJR 02/19/19 REVISED PER CITY COMMENTS #2 AJR 03/05/19 REVISED PER CITY COMMENTS #3 AJR 03/26/19 REVISED PER CITY REVIEW #4 AJR PROP O S E D B UI L DI N G 187,8 3 4 S F F.F.E. = 1 0 1 5. 0' OUTLOT E (3) - PH (5) - PR (3) - JO (4) - PR (2) - JF (5) - ST2 (3) - CA2 (2) - CA2 (3) - PR (4) - SM2 (3) - TE (4) - JF (6) - VA (7) - CA2 (1) - CO (1) - CO (5) - JF (6) - VA (1) - CO (2) - TE (6) - ST2 (1) - AP (3) - PH (1) - JO (5) - PR (3) - JO (2) - ST2 (4) - PR (3) - ST2 (1) - TE (5) - SGL (1) - AP (4) - PR (5) - SM2 (3) - PR (2) - FS (1) - TE (4) - SO (3) - AE (4) - PH (4) - SO (8) - PH (3) - PH (5) - PH PH - (3) PH - (1) PH - (2) (7) - PH GROUND COVERS CODE SEED 1 SEED 2 SEED 6 SOD 22306 LANDSCAPE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY PLANTING PLAN (EAST A) C5-15 - --- -- -- 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C5-15 PLANTING PLAN (EAST BUFFER) ---- ---- C5-15 WAUKEE IOWA 0 SCALE IN FEET 20 40 REFER TO DWG C5-14 REFER TO DWG C5-11PLANT SCHEDULE NOTE REFER TO DRAWING C5-17 FOR COMPLETE PLANTING SCHEDULE 01/22/19 REVISED PER CITY COMMENTS AJR 02/19/19 REVISED PER CITY COMMENTS #2 AJR 03/05/19 REVISED PER CITY COMMENTS #3 AJR 03/26/19 REVISED PER CITY REVIEW #4 AJR 15 15 10 post row post row post t TAT E 8 0 PL2 - (6) BB - (3) SR - (1) 2 2 1 1 (4) - PH (4) - UO (4) - PH (3) - UO (5) - PH (3) - UO (6) - BH 1 GROUND COVERS CODE SEED 1 SEED 2 SEED 6 SOD 22306 LANDSCAPE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY PLANTING PLAN (SOUTH) C5-16 - --- -- -- 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C5-16 PLANTING PLAN (SOUTHEAST) ---- ---- C5-16 WAUKEE IOWA 0 SCALE IN FEET 20 40 REFER TO DWG C5-15 REFER TO DWG C5-12PLANT SCHEDULE NOTE REFER TO DRAWING C5-17 FOR COMPLETE PLANTING SCHEDULE 01/22/19 REVISED PER CITY COMMENTS AJR 02/19/19 REVISED PER CITY COMMENTS #2 AJR 03/05/19 REVISED PER CITY COMMENTS #3 AJR 03/26/19 REVISED PER CITY REVIEW #4 AJR PROPOSED WET POND HWL = 1005.28' NWL = 1001.00' BOTTOM = 995.00' OUTLOT D {Goodall, Charles F & Cheryl A Jtrs} (5) - CO SO - (2) CO - (8) AE - (1) CO - (3) CO - (3) SO - (1) CO - (5) AE - (1) CO - (3) AE - (3) (3) - UO (2) - PH (1) - AE (2) - UO (7) - PH (3) - SO (1) - PH GROUND COVERS CODE SEED 1 SEED 2 SEED 6 SOD 22306 LANDSCAPE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY PLANTING PLAN (EAST B) C5-17 - --- -- -- 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C5-17 PLANTING PLAN (NORTHWEST) ---- ---- C5-17 WAUKEE IOWA 0 SCALE IN FEET 20 40 REFER TO DWG C5-14PLANT SCHEDULE NOTE REFER TO DRAWING C5-17 FOR COMPLETE PLANTING SCHEDULE 01/22/19 REVISED PER CITY COMMENTS AJR REFER TO DWG C5-15 02/19/19 REVISED PER CITY COMMENTS #2 AJR 03/05/19 REVISED PER CITY COMMENTS #3 AJR 03/26/19 REVISED PER CITY REVIEW #4 AJR 22306 LANDSCAPE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY PLANTING NOTES + DETAILS C5-18 - --- -- -- 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C5-18 PLANTING NOTES + DETAILS ---- ---- C5-18 WAUKEE IOWA GENERAL PLANTING NOTES LANDSCAPE EDGING DETAIL SCALE: 1" = 1'-0" MULCH - PER PLANS & NOTES PLANTING BED - SOIL PREPARATION PER PLANS & NOTES LAWN OR GROUND COVER FINISH GRADE LANDSCAPE EDGING AND STAKING - PER PLANS & NOTES SUBGRADE - PER PLANS & NOTES DECIDUOUS TREE PLANTING DETAIL SCALE: 1" = 1'-0" TOP OF ROOTBALL TO BE SET ABOVE GRADE 3" CUT AND REMOVE AT MINIMUM THE TOP HALF OF WIRE BASKETS, BURLAP AND/OR TWINE AND REMOVE FROM THE PLANTING PIT. AVOID CUTTING OR SCARING ROOTS. ANY ROOTS THAT ARE SCARED OR BROKEN DURING PLANTING SHOULD BE CUT CLEAN AT 90 DEGREES BACKFILL PLANTING PIT PER TREE PLANTING SPECIFICATIONS WHEN PROVIDED, OR WITH NATIVE SOIL-EXCEPT WHEN IN HEAVY CLAY, MIX AMENDED TOPSOIL FROM A LOCAL SOURCE WITH NATIVE SOIL EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL MINUS 3" AND A MINIMUM TWICE THE DIAMETER OF THE ROOTBALL PLACE ROOTBALL ON UNDISTURBED SOIL AND ENSURE TRUNK OF TREES IS PLUMB 3"LAYER OF SHREDDED HARDWOOD MULCH MOUNDED AT EDGE TO FORM A SHALLOW SAUCER - DO NOT PLACE MULCH DIRECTLY ON TREE TRUNK, LEAVE A MIN. 3" RING AROUND CROWN ROOTBALL DIA 2X ROOTBALL DIA DEPTH OF ROOTBALL NEVER CUT PRIMARY LEADER PRUNE ALL BROKEN, DAMAGED, OR RUBBING LIMBS AND BRANCHES IMMEDIATELY AFTER PLANTING - ALL PRUNING CUTS CLEAN AT 90 DEGREES *NOTE: DO NOT STAKE TREES UNLESS INDICATED. FINISH GRADE CONIFER / EVERGREEN TREE PLANTING DETAIL SCALE: 1" = 1'-0" TIE NYLON STRAP AROUND TRUNK AS SHOWN CUT AND REMOVE AT MINIMUM THE TOP HALF OF WIRE BASKETS, BURLAP AND/OR TWINE AND REMOVE FROM THE PLANTING PIT. AVOID CUTTING OR SCARING ROOTS. ANY ROOTS THAT ARE SCARED OR BROKEN DURING PLANTING SHOULD BE CUT CLEAN AT 90 DEGREES BACKFILL PLANTING PIT PER TREE PLANTING SPECIFICATIONS WHEN PROVIDED, OR WITH NATIVE SOIL-EXCEPT WHEN IN HEAVY CLAY, MIX AMENDED TOPSOIL FROM A LOCAL SOURCE WITH NATIVE SOIL EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL MINUS 3" AND A MINIMUM TWICE THE DIAMETER OF THE ROOTBALL PLACE ROOTBALL ON UNDISTURBED SOIL AND ENSURE TRUNK OF TREES IS PLUMB 3" LAYER OF SHREDDED HARDWOOD MULCH MOUNDED AT EDGE TO FORM A SHALLOW SAUCER - DO NOT PLACE MULCH DIRECTLY ON TREE TRUNK, LEAVE A MIN. 3" RING AROUND CROWN ROOTBALL DIA 2X ROOTBALL DIA DEPTH OF ROOTBALL NEVER CUT PRIMARY LEADER PRUNE ALL BROKEN, DAMAGED, OR RUBBING LIMBS AND BRANCHES IMMEDIATELY AFTER PLANTING - ALL PRUNING CUTS CLEAN AT 90 DEGREES FINISH GRADE MULTI STEM PLANTING DETAIL SCALE: 1" = 1'-0" TOP OF ROOTBALL TO BE SET SLIGHTLY ABOVE GRADE 3" CUT AND REMOVE AT MINIMUM THE TOP HALF OF WIRE BASKETS, BURLAP AND/OR TWINE AND REMOVE FROM THE PLANTING PIT. AVOID CUTTING OR SCARING ROOTS. ANY ROOTS THAT ARE SCARED OR BROKEN DURING PLANTING SHOULD BE CUT CLEAN AT 90 DEGREES BACKFILL PLANTING PIT PER TREE PLANTING SPECIFICATIONS WHEN PROVIDED, OR WITH NATIVE SOIL-EXCEPT WHEN IN HEAVY CLAY, MIX AMENDED TOPSOIL FROM A LOCAL SOURCE WITH NATIVE SOIL EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL MINUS 3" AND A MINIMUM TWICE THE DIAMETER OF THE ROOTBALL PLACE ROOTBALL ON UNDISTURBED SOIL AND ENSURE TRUNK OF TREES IS PLUMB 3" LAYER OF SHREDDED HARDWOOD MULCH MOUNDED AT EDGE TO FORM A SHALLOW SAUCER - DO NOT PLACE MULCH DIRECTLY ON TREE TRUNK, LEAVE A MIN. 3" RING AROUND CROWN ROOTBALL DIA. 2X ROOTBALL DIA. DEPTH OF ROOTBALL NEVER CUT PRIMARY LEADERS - 3 LARGEST DIAMETER STEMS PRUNE ALL BROKEN, DAMAGED, OR RUBBING LIMBS AND BRANCHES IMMEDIATELY AFTER PLANTING - ALL PRUNING CUTS CLEAN AT 90 DEGREES NOTE: 1. DO NOT STAKE TREES UNLESS INDICATED. 2. THOROUGHLY WATER-IN ALL TREES IMMEDIATELY AFTER PLANTING AND ENSURE NO UNDESIRABLE SETTLING OCCURS - TREE STAYS PLUMB FINISH GRADE SHRUB PLANTING DETAIL SCALE: 1" = 1'-0" 3" LAYER OF MULCH, PER PLANS & NOTES BACKFILL PLANTING PIT PER SHRUB PLANTING SPECIFICATIONS WHEN PROVIDED, OR WITH NATIVE SOIL-EXCEPT WHEN IN HEAVY CLAY, MIX AMENDED TOPSOIL FROM A LOCAL SOURCE WITH NATIVE SOIL EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL / CONTAINER MINUS 3" AND A MINIMUM TWICE THE DIAMETER OF THE ROOTBALL / CONTAINER - TILL ALL PLANTING BEDS TO A MINIMUM DEPTH OF 6" THROUGHT PLACE ROOTBALL ON UNDISTURBED SOIL AND ENSURE PLANT IS PLUMB ALL PLANTS TO BE INSTALLED SO THAT THE TOP OF THE CROWN OF THE PLANT IS SLIGHTLY ABOVE FINISH GRADE 3" ROOTBALL DIA 2X ROOTBALL DIA DEPTH OF ROOTBALL FINISH GRADE CUT AND REMOVE AT MINIMUM THE TOP HALF OF WIRE BASKETS, BURLAP AND/OR TWINE, OR ENTIRE CONTAINER, AND REMOVE FROM THE PLANTING PIT, SCARIFY ROOTS FOR ALL CONTAINERIZED PLANTS 5 GALLONS FOR SMALLER CONTAINER DIA 2X CONTAINER DIA PLAN PERENNIAL PLANTING DETAIL SCALE: 1" = 1'-0" EDGE OF PLANTING BED - PER PLANS & NOTES PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS AND TREES STAGGER SPACING WHERE POSSIBLE EDGE OF STRUCTURE OR PAVING PLANT PERIMETER AT SPECIFIED SPACING FINISH GRADE UNLESS OTHERWISE NOTED, PLANT UP TO EXISTING DRIP LINE OF ADJACENT SHRUBS SECTION 3" LAYER OF MULCH PER MATERIALS SCHEDULE, OR AS NOTED ON PLAN TILL ALL PLANT BEDS TO A MINIMUM DEPTH OF 6" AND BACKFILL PER SPECIFICATIONS, WHEN PROVIDED - IN AREAS WITH HEAVY CLAY OR ROCKY SOILS AMEND WITH AMENDED PLANTING SOIL FROM A LOCAL SOURCE ALL PLANTS TO BE INSTALLED SO THAT THE TOP OF THE CROWN OF THE PLANT IS SLIGHTLY ABOVE FINISH GRADE 3" CUT AND REMOVE THE ENTIRE CONTAINER AND SCARIFY, AS NECESSARY, ROOTS FOR ALL CONTAINERIZED PLANTS 5 GALLONS FOR SMALLERBED EDGE PER PLANS PLACE ROOTBALL ON UNDISTURBED SOIL AND ENSURE PLANT IS PLUMB PLAN PERENNIAL PLANTING DETAIL SCALE: 1" = 1'-0" FINISH GRADE SECTION BED EDGE PER PLANS SYMMETRICAL SPACING 1/2 SPECIFIED PLANT SPACING TIE NYLON STRAPPING AROUND TRUNK AS SHOWN 1/2" WIDE NYLON STRAPPING - COLOR TO BE APPROVED BY LANDSCAPE ARCHITECT ORANGE CAUTION MARKERS #4 REBAR, 18" LONG - DRIVE TOP STAKE BELOW GRADE STAKING DIAGRAM TREES 8'+TREES 6'-8' TOP OF ROOTBALL TO BE SET ABOVE GRADE 3" 1/2" WIDE NYLON STRAPPING - COLOR TO BE APPROVED BY LANDSCAPE ARCHITECT *NOTE: DO NOT STAKE TREES UNLESS INDICATED. HARDWOOD STAKES 2"X2"X8' LONG - INSTALL OUTSIDE OF ROOTBALL AT 5' MAX HT STAKING DIAGRAM, NO STAKING TREES UNDER 6' 3" LAYER OF MULCH PER MATERIALS SCHEDULE, OR AS NOTED ON PLAN TILL ALL PLANT BEDS TO A MINIMUM DEPTH OF 6" AND BACKFILL PER SPECIFICATIONS, WHEN PROVIDED - IN AREAS WITH HEAVY CLAY OR ROCKY SOILS AMEND WITH AMENDED PLANTING SOIL FROM A LOCAL SOURCE ALL PLANTS TO BE INSTALLED SO THAT THE TOP OF THE CROWN OF THE PLANT IS SLIGHTLY ABOVE FINISH GRADE 3" CUT AND REMOVE THE ENTIRE CONTAINER AND SCARIFY, AS NECESSARY, ROOTS FOR ALL CONTAINERIZED PLANTS 5 GALLONS FOR SMALLER PLACE ROOTBALL ON UNDISTURBED SOIL AND ENSURE PLANT IS PLUMB EDGE OF PLANTING BED / GROUND COVER AREA INSTALL PLANTS PER PLANS AND PLANT LIST SPACING - ALL PLANTS SHALL BE EQUALLY SPACED TO ACHIEVE A SYMMETRICAL LAYOUT FOR BOTH TRIANGULAR AND LINEAR PLANTING SCHEMES 1.COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES, FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (FENCE, FOOTINGS, TREE ROOTBALLS, ETC.). CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 2.SAVE AND PROTECT ALL EXISTING TREES NOT NOTED TO BE REMOVED. 3.REMOVE ALL CONSTRUCTION DEBRIS AND MATERIALS INJURIOUS TO PLANT GROWTH FROM PLANTING PITS AND BEDS PRIOR TO BACKFILLING WITH PLANTING MIX. 4.LAWN AREAS SHALL HAVE 8" MINIMUM DEPTH OF TOPSOIL. TOPSOIL SHALL BE COMPACTED TO 85% MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. SHOULD MEET SUDAS STANDARD SECTION 2010. 5.REFER TO PLANTING DETAILS PLAN FOR AMENDED SOIL DEPTH IN PLANTING BEDS AND SURROUNDING TREES. REFER TO SPECIFICATIONS FOR MIX TYPE. 6.FIELD STAKE PLANTINGS ACCORDING TO PLAN. OWNER'S REPRESENTATIVE SHALL APPROVE ALL PLANT LOCATIONS PRIOR TO INSTALLATION. OWNER RESERVES THE RIGHT TO REVISE PLANTING LAYOUT AT TIME OF INSTALLATION. 7.ALL PLANT MATERIALS SHALL BE TRUE TO THEIR SCIENTIFIC NAME AND SIZE AS INDICATED IN THE PLANT SCHEDULE. 8.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE SCHEDULE, THE PLANTING PLAN SHALL GOVERN. 9.OWNER RESERVES THE RIGHT TO REVISE QUANTITIES TO SUIT BUDGET LIMITATIONS. CONTRACTOR'S UNIT BID PRICES SHALL PREVAIL FOR ANY CHANGES IN QUANTITIES. 10.ALL SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT. 11.ALL PLANT MATERIALS MUST CONFORM TO AMERICAN STANDARDS FOR NURSERY STOCK (A.N.S.I.), LATEST EDITION PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, WASHINGTON D.C. LARGER SIZED PLANT MATERIALS OF THE SPECIES LISTED MAY BE USED IF THE STOCK CONFORMS TO A.N.S.I. 12.ALL PLANT MATERIAL SHALL BE GUARANTEED TO BE IN A LIVE AND HEALTHY GROWING CONDITION FOR ONE FULL GROWING SEASON (ONE YEAR) AFTER FINAL PROJECT ACCEPTANCE OR SHALL BE REPLACED FREE OF CHARGE WITH THE SAME GRADE AND SPECIES. ALL TREES SHALL HAVE A STRONG CENTRAL LEADER. 13.CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DUE TO OPERATIONS. ANY AREAS THAT ARE DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 14.PLANTING BED EDGING - USE 3/4" x 6" PROFESSIONAL GRADE STEEL EDGING IN ALL AREAS WHERE PLANTING BED MEETS LAWN AREAS OR WHERE INDICATED. USE 12" METAL SPIKES AS INSTRUCTED BY MANUFACTURER. 15.PROVIDE SHREDDED HARDWOOD MULCH, NATURAL COLOR, SURROUNDING ALL PROPOSED TREES TO A 3-INCH MINIMUM DEPTH AS SHOWN IN TREE PLANTING DETAIL. DO NOT USE AN UNDERLAYMENT SUCH AS PLASTIC SHEET OR LANDSCAPE FABRIC. IF LOCATED WITHIN A ROCK MULCHED PLANT BED, SUBSTITUTE THIS MULCH WITH THE MULCH CALLED FOR WITHIN THAT PLANT BED. APPLY PRE-EMERGENT TO ALL PLANTING BEDS PRIOR TO MULCHING. 16.PROVIDE ROCK MULCH, 2" RIVER ROCK, IN ALL PLANTING TO A 2" MINIMUM DEPTH. USE A PROFESSIONAL GRADE WOVEN WATER PERMEABLE LANDSCAPE FABRIC UNDERLAYMENT. DO NOT USE PLASTIC SHEETING. APPLY PRE-EMERGENT TO ALL PLANTING BEDS PRIOR TO MULCHING. 17.TURF AREAS DISTURBED BY CONSTRUCTION SHALL BE SODDED IF NOT INDICATED ON PLANS AS ANOTHER SURFACE. SOD SECTIONS SHALL BE NO SMALLER THAN 24" X 36" STAKED IN PLACE WITH BIODEGRADABLE SOD STAKES WHEN SLOPE IS STEEPER THAN 5:1 OR WHEN CONDITIONS REQUIRE. ALSO STAKE AT STORMWATER BASIN ON SLOPES AND BOTTOM TO PREVENT MOVEMENT. 18.IRRIGATION NOT REQUIRED 19.FOR PLANT, SHRUB, AND TREE LOCATIONS: CONTRACTOR IS PERMITTED TO USE DISCRETION AS NECESSARY TO AVOID DRIVEWAYS, UTILITIES, OR OTHER CONFLICTS. THE TOTAL NUMBER OF PLANTS, INCLUDING SHRUBS AND TREES SHALL MEET CITY CODE. 21.INDICATED QUANTITIES ARE ESTIMATES AND SHOULD BE CONFIRMED BY THE CONTRACTOR/BIDDER. 22.MINIMUM PLANT SIZES SHALL BE AS FOLLOW: A.DECIDUOUS OVERSTORY TREES SHALL BE 8 FOOT MINIMUM HEIGHT B.EVERGREEN OVERSTORY TREES SHALL BE 6 FOOT MINIMUM HEIGHT C.DECIDUOUS UNDERSTORY TREES SHALL BE 6 FOOT MINIMUM HEIGHT D.DECIDUOUS EVERGREEN SHRUBS SHALL BE 2 FOOT MINIMUM HEIGHT PLANT SCHEDULE NOTE REFER TO DRAWING C5-17 FOR COMPLETE PLANTING SCHEDULE 01/22/19 REVISED PER CITY COMMENTS AJR 02/19/19 REVISED PER CITY COMMENTS #2 AJR 03/05/19 REVISED PER CITY COMMENTS #3 AJR EVERGREEN TREE CODE QTY COMMON / BOTANICAL NAME SIZE ROOT REMARKS FS 12 Fat Albert Colorado Blue Spruce 6` Ht B & B Picea pungens glauca `Fat Albert` JO 10 Eastern Redcedar 6` HT MIN B & B Juniperus virginiana `Grey Owl` PS4 6 White Pine 6` HT MIN B & B Pinus strobus TE 10 Emerald Fountain Canadian Hemlock 6` HT MIN B & B Tsuga canadensis `Emerald Fountain` TM OVERSTORY CODE QTY COMMON / BOTANICAL NAME SIZE ROOT REMARKS AE 16 Accolade Elm 8` HT MIN B & B Ulmus x `Morton` AP 3 American Planetree 8` HT MIN B & B Platanus occidentalis CO 50 Shagbark Hickory 8` HT MIN B & B Carya ovata PH 88 Prairie Sentinel Hackberry 8` HT MIN B & B Celtis occidentalis `Prairie Sentinel` QI 16 Shingle Oak 8` HT MIN B & B Quercus imbricaria SO 32 Swamp White Oak 8` HT MIN B & B Quercus bicolor SR 25 Street Keeper Honeylocust 8` HT MIN B & B Gleditsia triacanthos `Draves` UO 28 Urban Pinnacle Oak 8` HT MIN B & B Quercus macrocarpa `Urban Pinnacle` UNDERSTORY CODE QTY COMMON / BOTANICAL NAME SIZE ROOT REMARKS BF 23 Dakota Pinnacle Asian White Birch 6` HT MIN B & B Betula platyphylla `Fargo` TM BH 17 Heritage River Birch 6` HT MIN B & B Betula nigra `Heritage` CE 4 European Hornbeam 6` HT MIN B & B Carpinus betulus `Emerald Avenue` TM QF 13 Pyramidal English Oak 6` HT MIN B & B Quercus robur `Fastigiata` SC 7 Spring Snow Crabapple 6` HT MIN B & B Malus x `Spring Snow` PLANT SCHEDULE PARKING LOT CODE DESCRIPTION QTY 1 STEEL EDGING / COLOR : BLACK 187 lf 2 2" CLEAN RIVER GRAVEL 17,803 sf REFERENCE NOTES SCHEDULE SHRUBS CODE QTY COMMON / BOTANICAL NAME SIZE ROOT REMARKS CA2 69 Artic Fire Dogwood 24" HT MIN CONT Cornus sericea `Artic Fire` JF 136 Sea Green Juniper 24" HT MIN CONT Juniperus chinensis `Sea Green` PL2 83 Dwarf Ninebark 18" HT MIN CONT Physocarpus opulifolius `Little Devil` TM PR 46 Ruby Spice Ninebark 18" HT MIN CONT Physocarpus opulifolius `Ruby Spice` RC 108 Rose 18" HT MIN CONT Rosa x `Carefree Wonder` SGL 89 Gro-Low Fragrant Sumac 18" HT MIN CONT Rhus aromatica `Gro-Low` SM2 21 Dwarf Korean Lilac 24" HT MIN CONT Syringa meyeri `Palibin` SM4 24 Miss Kim Lilac 18" HT MIN CONT Syringa patula `Miss Kim` ST2 58 Tinkerbelle Lilac 18" HT MIN CONT Syringa patula `Tinkerbelle` VA 21 Southern Arrowwood 24" HT MIN CONT Viburnum dentatum `Autumn Jazz` VC 34 Arrowwood Viburnum 18" HT MIN CONT Viburnum dentatum `Compactum` PERENNIALS CODE QTY COMMON / BOTANICAL NAME SIZE ROOT REMARKS BB 261 Blue Grama 12" HT MIN CONT Bouteloua gracilis `Blonde Ambition` CK 107 Feather Reed Grass 12" HT MIN CONT Calamagrostis x acutiflora `Karl Foerster` MM 6 Eulalia Grass 12" HT MIN B & B Miscanthus sinensis `Morning Light` PS3 32 Switch Grass 12" HT MIN CONT Panicum virgatum `Shenandoah` GROUND COVERS CODE QTY COMMON / BOTANICAL NAME SIZE ROOT REMARKS SEED 1 548,046 sf SEED SEED SF 52.0 LBS = 0.20 ACRE SUDAS TYPE 1 SEED MIX PERMANENT LAWN MIXTURE SEED 2 5,186 sf SEED SEED SF 48.75 LBS = 0.25 ACRES SUDAS TYPE 2 SEED MIX FOR SLOPES & DITCHES SEED 6 16,083 sf SEED SEED SF 50.0 LBS = .20 ACRE SUDAS TYPE 6 SALT TOLERENCE MIX SOD 91,165 SOD SOD SF BLUEGRASS SOD 22306 LANDSCAPE DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY PLANT + SITE MATERIALS SCHEDULES C5-19 - --- -- -- 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C5-19 PLANT + SITE MATERIALS SCHEDULES ---- ---- C5-19 WAUKEE IOWA PLANT SCHEDULE NOTE REFER TO DRAWING C5-17 FOR COMPLETE PLANTING SCHEDULE 01/22/19 REVISED PER CITY COMMENTS AJR 2 1 *NOTE: CODE NUMBER & ARROW REFERENCE MATERIAL 02/19/19 REVISED PER CITY COMMENTS #2 AJR 03/05/19 REVISED PER CITY COMMENTS #3 AJR 03/26/19 REVISED PER CITY REVIEW #4 AJR SAN MH R=1023.13 I=994.63 METER PIT post t post row post row post row G G CB T/C=1024.42 I E=1019.65 15" RCP I W=1019.45 15" RCP CB T/C=1024.44 I=1019.80 15" RCP elec hh INT E R S T A T E 8 0 SE KETTL E S T O N E B L V D HH (K-RR Zoning)Per Book 2015, Page 15711SUPER UNLEADED 8720,000 GAL.SUPER UNLEADED 8720,000 GAL.KEROSENE10,000 GAL.NON-OXY 8710,000 GAL.NON-OXY 9110,000 GAL.DIESEL FUEL10,000 GAL.SUPER UNLEADED 8720,000 GAL.PROP O S E D B UI L DI N G 187,8 3 4 S F F.F.E. = 1 0 1 5. 0' YARD 49,89 6 S F C-STORE 7,159 SF FFE = 1016.0' PROPOSED WET POND HWL = 1005.28' NWL = 1001.00' BOTTOM = 995.00' PROP O S E D BI O - C E L L HWL = 1 0 1 1. 7 4' BOTT O M = 1 0 0 8. 0 0'FLEET STREETFLEET STREE T N . FLEET STREET S. OUTLOT A OUTLOT B OUTLOT C OUTLOT D OUTLOT E OUTLOT F 16 1514 28 28 28 28 28 24 28 30 15 8 20 22 20 22 25 30 12 16 21 19 12 12 11 10 10 9 17 663 7 15 15 10 MC LOT 1 8 5 916 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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4.1 4.5 4.4 3.4 2.7 2.2 1.3 0.6 0.5 0.4 0.6 0.6 0.6 0.5 0.4 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.6 1.0 2.0 3.6 6.1 9.5 13.4 16.0 17.6 16.0 13.5 9.6 6.2 3.8 2.8 4.5 6.8 5.7 0.2 0.2 0.3 0.4 0.7 1.0 1.4 2.2 4.7 4.5 3.8 2.9 2.3 1.7 1.4 1.2 1.1 1.0 0.9 0.8 0.7 0.7 0.6 0.7 0.8 1.0 1.3 1.7 2.4 3.1 4.2 5.5 6.5 8.6 5.1 3.9 3.2 2.5 2.0 1.5 1.2 1.1 1.0 0.9 0.9 1.0 1.0 1.0 1.2 1.3 1.5 1.7 2.2 2.6 3.0 3.1 2.9 2.2 1.7 1.4 1.5 2.2 3.2 4.1 4.3 4.1 4.9 5.9 5.9 5.5 5.0 4.5 4.2 4.0 3.7 3.8 3.9 3.4 2.9 2.6 2.4 1.9 1.0 1.0 0.9 1.1 0.9 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.5 1.0 1.9 3.4 5.8 9.2 13.0 15.6 17.4 15.8 13.3 9.5 6.1 3.7 2.7 4.4 6.8 5.7 0.3 0.3 0.3 0.5 0.7 0.8 1.0 1.8 3.2 3.4 3.4 2.8 2.3 1.9 1.6 1.4 1.3 1.2 1.1 1.0 0.9 0.8 0.8 0.9 0.9 1.1 1.4 1.8 2.4 3.0 3.8 4.8 7.7 7.6 5.6 4.4 3.3 2.6 1.9 1.4 1.2 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.2 1.4 1.4 1.5 1.7 2.0 2.4 2.5 2.3 1.9 1.5 1.4 1.7 2.8 4.0 4.8 4.6 5.4 5.7 5.2 5.3 5.1 4.7 4.2 3.8 3.5 3.2 2.9 2.7 2.6 2.7 2.7 2.7 1.8 1.5 1.2 0.6 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.5 0.9 1.8 3.2 5.5 8.7 12.4 15.0 16.7 15.3 12.8 9.2 5.9 3.7 2.6 3.6 5.1 4.8 0.4 0.4 0.4 0.6 0.7 0.7 0.8 1.3 2.5 2.7 2.8 2.4 2.2 2.0 1.8 1.6 1.5 1.5 1.4 1.3 1.1 1.1 1.0 1.0 1.1 1.2 1.5 1.8 2.1 2.6 3.0 4.2 5.8 5.1 5.1 3.8 3.0 2.2 1.6 1.3 1.1 1.1 1.2 1.3 1.4 1.4 1.4 1.3 1.4 1.5 1.4 1.4 1.5 1.6 1.8 1.8 1.7 1.6 1.4 1.5 2.1 3.4 4.5 4.9 0.0 4.7 5.3 5.7 5.8 5.4 4.8 4.3 3.8 3.3 2.9 2.8 2.9 3.0 3.3 4.0 5.0 3.4 1.6 0.8 0.4 0.3 0.3 0.3 0.4 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.5 0.9 1.7 3.0 5.1 8.0 11.5 13.7 15.4 14.1 11.9 8.6 5.6 3.6 2.6 3.2 4.1 3.7 0.6 0.6 0.7 0.8 0.8 0.8 0.9 1.2 2.3 2.4 2.3 2.1 2.0 2.0 1.9 1.9 1.9 1.9 1.9 1.6 1.4 1.4 1.3 1.3 1.3 1.4 1.5 1.7 1.9 2.2 2.5 3.7 3.6 3.7 3.9 3.2 2.5 1.8 1.3 1.1 1.0 1.2 1.5 1.7 1.8 1.8 1.8 1.7 1.9 1.6 1.3 1.3 1.4 1.4 1.5 1.5 1.4 1.3 1.4 1.8 2.7 3.9 4.6 4.5 4.5 5.5 5.7 5.2 5.0 4.6 4.0 3.4 3.1 3.0 3.3 3.8 4.6 4.9 4.6 3.2 1.4 0.7 0.4 0.4 0.4 0.5 0.5 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.5 0.8 1.6 2.8 4.5 7.0 9.9 11.8 13.2 12.1 10.4 7.7 5.2 3.5 2.6 2.9 3.2 2.6 0.9 0.8 0.7 0.7 0.7 0.7 0.7 0.8 0.9 1.0 1.0 1.0 1.1 1.1 1.1 1.0 1.3 2.0 2.1 2.1 2.0 2.0 2.0 2.0 2.2 2.5 2.7 2.6 2.1 1.8 1.7 1.7 1.6 1.6 1.6 1.6 1.7 1.7 1.9 2.6 3.0 2.6 2.9 2.9 2.8 2.1 1.5 1.1 1.0 1.0 1.3 1.7 2.3 2.4 2.5 2.3 2.4 2.4 1.6 1.5 1.4 1.3 1.3 1.3 1.3 1.2 1.2 1.5 2.3 3.4 4.1 4.5 4.8 5.1 5.2 5.3 5.0 4.2 3.7 3.4 3.4 3.8 4.2 4.5 4.0 3.3 2.8 2.1 1.2 0.6 0.5 0.7 0.8 0.6 0.5 0.4 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.4 0.8 1.5 2.5 3.9 5.6 7.6 8.9 9.8 9.2 8.0 6.3 4.6 3.3 2.7 2.6 2.5 2.1 1.2 1.1 1.0 0.9 0.9 0.9 0.9 1.1 1.3 1.5 1.5 1.5 1.6 1.6 1.4 1.2 1.3 2.0 2.0 2.1 2.1 2.1 2.1 2.2 2.6 3.1 3.3 3.2 2.9 2.5 2.1 1.9 1.9 1.9 1.8 1.8 1.7 1.6 1.9 2.3 2.1 2.2 2.2 2.3 2.2 1.7 1.3 1.1 1.0 1.1 1.5 2.1 2.8 3.2 3.2 3.0 3.5 2.4 2.0 1.7 1.5 1.3 1.2 1.1 1.1 1.1 1.2 1.9 3.1 4.2 4.8 4.2 5.0 5.6 5.5 4.8 4.4 4.1 3.8 3.7 3.7 4.0 3.7 3.3 3.0 2.9 2.7 1.9 1.4 1.2 1.5 1.0 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.2 0.2 0.4 0.8 1.5 2.3 3.3 4.4 5.4 6.0 6.4 6.1 5.6 4.8 3.9 3.1 2.7 2.5 2.3 2.0 1.5 1.3 1.2 1.1 1.1 1.1 1.2 1.3 1.7 2.0 2.2 2.2 2.2 2.2 1.8 1.5 1.5 2.0 2.1 2.2 2.3 2.3 2.3 2.5 3.0 3.3 3.3 3.2 3.3 2.9 2.3 2.1 2.1 2.2 2.1 2.0 1.8 1.7 2.0 2.0 1.7 1.8 1.8 1.8 1.7 1.5 1.2 1.1 1.1 1.3 1.7 2.5 3.2 4.2 4.4 4.5 4.1 2.9 2.5 2.0 1.6 1.3 1.1 1.0 0.9 1.0 1.3 2.4 3.7 4.8 4.9 5.0 4.7 4.6 4.6 4.3 4.0 3.9 3.8 3.5 3.2 3.1 3.0 3.0 3.1 3.5 3.0 1.8 1.0 0.6 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.2 0.2 0.4 0.8 1.5 2.2 2.9 3.5 3.9 4.1 4.2 4.1 4.0 3.8 3.4 3.0 2.8 2.8 2.6 2.4 1.9 1.6 1.4 1.3 1.2 1.2 1.3 1.6 2.0 2.5 2.9 3.0 3.0 2.7 2.2 1.7 1.7 2.3 2.3 2.3 2.4 2.3 2.3 2.6 3.2 3.5 3.2 3.2 3.3 3.0 2.5 2.3 2.5 2.6 2.5 2.3 2.2 2.0 2.3 1.9 1.6 1.6 1.6 1.6 1.5 1.3 1.2 1.2 1.3 1.6 2.1 2.9 3.8 5.3 5.8 7.7 5.0 3.7 3.0 2.3 1.8 1.3 1.0 0.9 0.8 1.0 1.6 2.8 4.0 4.9 3.9 3.9 4.4 4.3 4.5 4.6 4.5 4.1 3.6 3.2 3.1 3.2 3.4 3.6 4.3 5.4 4.3 1.7 0.8 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.2 0.2 0.4 0.8 1.7 2.3 2.7 3.0 3.1 3.1 3.1 3.1 3.1 3.1 3.0 3.0 3.2 3.4 3.2 3.0 2.5 1.9 1.5 1.3 1.2 1.2 1.4 1.8 2.3 3.0 3.6 4.0 3.8 3.2 2.6 2.0 1.8 2.6 2.6 2.6 2.5 2.5 2.4 2.6 3.0 3.4 3.4 3.4 3.2 2.8 2.4 2.4 2.7 3.1 3.0 2.9 2.6 2.8 2.5 1.8 1.7 1.6 1.5 1.4 1.3 1.2 1.2 1.2 1.4 1.8 2.4 3.0 4.0 5.0 7.1 8.8 5.8 4.4 3.3 2.6 1.8 1.2 0.9 0.7 0.7 1.1 2.1 3.3 3.9 4.4 3.8 4.7 4.9 4.9 4.5 4.1 3.7 3.4 3.3 3.5 3.9 4.4 4.8 3.8 2.6 1.6 0.6 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.2 0.3 0.4 0.7 1.9 2.5 2.8 2.8 2.8 2.6 2.5 2.4 2.5 2.5 2.6 2.9 3.4 3.5 3.1 3.1 2.9 2.1 1.5 1.3 1.2 1.2 1.4 1.8 2.1 2.9 3.9 4.7 4.2 3.1 2.4 2.1 1.9 2.9 3.0 3.1 2.8 2.7 2.5 2.4 2.5 2.7 3.1 3.2 2.9 2.5 2.3 2.5 3.0 3.5 3.9 3.6 3.3 3.7 2.4 2.1 1.9 1.7 1.5 1.4 1.3 1.2 1.2 1.3 1.5 1.8 2.2 2.7 3.3 4.0 6.4 5.7 5.4 4.2 3.0 2.2 1.5 1.0 0.8 0.6 0.8 1.6 2.8 3.7 4.1 3.9 4.3 4.9 4.4 4.5 4.4 4.0 3.9 3.8 3.6 3.7 3.9 3.3 2.5 1.9 1.5 0.7 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.3 0.4 0.5 0.8 2.2 2.7 3.1 2.9 2.7 2.4 2.2 2.0 2.0 2.1 2.2 2.6 3.2 3.3 3.1 3.0 2.9 2.1 1.5 1.2 1.1 1.0 1.2 1.5 1.9 2.6 3.9 5.0 4.3 3.1 2.3 2.0 2.2 3.2 3.4 3.4 3.1 2.8 2.5 2.2 2.0 2.1 2.4 2.5 2.4 2.4 2.5 2.7 3.3 3.9 4.8 4.8 5.1 3.9 2.9 2.5 2.1 1.8 1.5 1.3 1.2 1.2 1.2 1.3 1.5 1.7 1.9 2.3 2.7 3.2 4.2 3.9 4.0 3.4 2.7 1.8 1.2 0.9 0.6 0.6 1.0 1.9 3.2 4.1 4.1 4.2 4.5 4.5 4.6 4.6 4.3 3.8 3.5 3.3 3.0 2.4 1.8 1.5 1.1 0.6 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.4 0.5 0.6 1.1 2.6 3.2 3.5 3.2 2.8 2.3 1.9 1.7 1.7 1.8 2.0 2.4 3.1 3.3 3.0 3.1 2.8 2.0 1.4 1.0 0.8 0.6 0.5 0.4 0.7 1.1 1.5 1.9 1.6 1.6 1.2 1.2 1.8 3.8 4.0 3.8 3.2 2.7 2.2 1.9 1.8 1.8 1.9 2.0 2.1 2.3 2.6 3.1 3.5 4.6 5.7 6.9 7.6 4.6 3.6 2.9 2.3 1.8 1.5 1.3 1.2 1.2 1.3 1.4 1.5 1.6 1.8 2.0 2.2 3.3 2.7 2.9 3.1 2.8 2.2 1.5 1.0 0.7 0.6 0.7 1.2 2.1 3.2 3.9 4.3 5.1 5.1 4.8 4.3 3.8 3.4 2.7 2.1 1.9 1.5 1.1 0.7 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.4 0.6 0.8 1.3 3.5 4.0 4.0 3.5 2.8 2.1 1.6 1.4 1.4 1.6 1.8 2.1 2.5 2.9 2.8 2.8 2.3 1.7 1.3 1.0 0.7 0.5 0.4 0.3 0.4 0.6 1.0 1.5 1.2 1.1 1.0 1.7 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1.0 1.3 1.7 2.2 2.7 3.5 4.3 5.0 3.4 1.9 0.7 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.6 0.8 1.1 1.5 1.9 2.2 2.8 3.9 3.3 1.6 0.9 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.7 0.9 1.3 1.6 1.6 1.4 1.4 1.2 1.3 0.7 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.6 0.5 0.4 0.5 0.7 0.9 0.9 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.5 0.5 0.5 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 C C C C C C C C C C C C A A A A A AAA A A A A B B A A A A A A B B B E E E E E E E E E E E E E E E E F F F F F F F F F F F F F F F F F F F F B D D D D D D D D D D D D D D D D D D D D D D D DD D D D D D D D D D D 1/22/19 REVISED PER CITY COMMENTS AJR 22306 LIGHTING DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY SITE LIGHTING PLAN C6-10 - --- -- -- 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C6-10 SITE LIGHTING PLAN ---- ---- C6-10 WAUKEE IOWA 0 SCALE IN FEET 60 120 22306 LIGHTING DATE REVISION SCHEDULE DESCRIPTION BY SHEET TITLE PROJECT WITHOUT PRIOR WRITTEN CONSENT. INC. AND MAY NOT BE USED, COPIED OR DUPLICATED THIS DOCUMENT IS THE PROPERTY OF I & S GROUP, PROJECT NO. FILE NAME DESIGNED BY ORIGINAL ISSUE DATE DRAWN BY CLIENT PROJECT NO. REVIEWED BY LIGHTING CUT SHEETS C6-20 - --- -- -- 12/13/18 PROPOSED RETAIL DEVELOPMENT HURD REALTY 18-22306 C6-20 LIGHTING CUT SHEETS ---- ---- C6-20 WAUKEE IOWA 1/22/19 REVISED PER CITY COMMENTS AJR T.O. FLOOR SLAB EL= 100' - 0" T.O. PRECAST EL= 130' - 0" ABCDEFGH B.O. HORIZ REVEAL EL= 109' - 0" 132' - 0" T.O. PRECAST EL = PRECAST PANEL TO MATCH PNT-9PRECAST PANEL TO MATCH PNT-1 PRECAST PANEL TO MATCH PNT-2 PRECAST PANEL TO MATCH PNT-1 PRECAST PANEL TO MATCH PNT-2 PHENOLIC ORANGE PANEL PRECAST PANEL TO MATCH PNT-1 PRECAST PANEL TO MATCH PNT-2 PHENOLIC ORANGE PANEL PHENOLIC ORANGE PANEL STEEL TRELLIS SCREEN WALL 45' - 6" 110' - 0" T.O. PRECAST EL= T.O. FLOOR SLAB EL= 100' - 0" T.O. PRECAST EL= 130' - 0" 151413121110987654321 [DCOR MTL-1] 102' - 6" PERFORATED MTL PANEL SIGN BANNERCURTAIN WALL CURTAIN WALL B.O. HORIZ REVEAL EL= 109' - 0" 132' - 0" T.O. PRECAST EL= PRECAST PANEL TO MATCH PNT-1 PRECAST PANEL TO MATCH PNT-2 PRECAST PANEL TO MATCH PNT-2 PRECAST PANEL TO MATCH PNT-1 PRECAST PANEL TO MATCH PNT-2 PHENOLIC PANEL WOOD GRAIN STEEL TRELLIS PHENOLIC PANEL ORANGE PRECAST PANEL TO MATCH PNT-2 PRECAST PANEL TO MATCH PNT-1 PRECAST PANEL TO MATCH PNT-2 6'-0" HIGH DECORATIVE FENCING, SEE CIVIL T.O. FLOOR SLAB EL= 100' - 0" T.O. PRECAST EL= 130' - 0" 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 SCREEN WALL, SEE STRUC. B.O. HORIZ REVEAL EL= 109' - 0" PRECAST PANEL TO MATCH PNT-1 PRECAST PANEL TO MATCH PNT-2 PRECAST PANEL TO MATCH PNT-9 PRECAST PANEL TO MATCH PNT-1 PRECAST PANEL TO MATCH PNT-1 PRECAST PANEL TO MATCH PNT-9 PRECAST PANEL TO MATCH PNT-1 PRECAST PANEL TO MATCH PNT-1 6'-0" HIGH CHAINLINK FENCING, SEE CIVIL T.O. SCREEN WALL 103' - 6" T.O. FLOOR SLAB EL= 100' - 0" T.O. PRECAST EL= 130' - 0" A B C D E F G H TRASH COMPACTOR B.O. HORIZ REVEAL EL= 109' - 0" PRECAST PANEL TO MATCH PNT-1 PHENOLIC PANEL WOOD GRAIN PRECAST PANEL TO MATCH PNT-2 PRECAST PANEL TO MATCH PNT-1 100' - 0" FIN FLR STANDING SEAM METAL ROOF PRECAST PANEL TO MATCH PNT-9 T.O. PRECAST EL= 110' - 0" 100' - 0" FIN FLR STANDING SEAM METAL ROOF PRECAST PANEL TO MATCH PNT-9 BIRD MESH FIN FLR 100'-0" 100'-0" T.O. PRECAST EL= 110' - 0" STANDING SEAM METAL ROOF PRECAST PANEL TO MATCH PNT-9 BIRD MESH T.O. PRECAST EL= 110' - 0" STANDING SEAM METAL ROOF PRECAST PANEL TO MATCH PNT-9 EL= 100' - 0" FIN FLOOR BIRD MESH FIN FLOOR 100' - 0"3' - 6"STANDING SEAM METAL ROOF TO PNT-2, BY OTHERS 6' BLACK FLEET FARM SIGNAGE ORANAGE HARDIE BOARD PANELS PANELS TO MATCH PNT-1MEDIUM GRAY HARDIE BOARD PANELS PANELS TO MATCH PNT-1MEDIUM GRAY HARDIE BOARD PANELS T/O PANEL METAL PANEL TO MATCH PNT-1 W/ WAINSCOT TO PNT-2 TO 3'-6", BY OTHERS 6' HIGH DECORATIVE FENCING BEYOND 121' - 6" 100' - 0" FIN FLOOR 2" / 12"12"/12"3' - 6"6'-0" HIGH CHAINLINK FENCING, SEE CIVIL METAL PANEL TO MATCH PNT-1 W/ WAINSCOT TO PNT-2 TO 3'-6", BY OTHERS STANDING SEAM METAL ROOF PNT-2, BY OTHERS 2 " / 1 2 "12"/12"100' - 0" FIN FLOOR ORANGE HARDIE BOARD PANELS STANDING SEAM METAL ROOF TO MATCH PNT-2 METAL PANEL TO MATCH PNT-1 W/ WAINSCOT TO MATCH PNT-2 TO 3'-6", BY OTHERS 3' - 6"6' HIGH DECORATIVE FENCING Project No. 1220 Marshall Street NE Minneapolis Minnesota 55413-1036 612.677.7100 612.677.7499 fax www.rsparch.com RSP Architects Certification Project For Date Signed License Number Name Drawn By Checked By Date Consultants NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. © Copyright RSP Architects 2018. All rights reserved. Sheet Issues / Revisions I hereby certify that the portion of this technical submission described below was prepared by me or under my direct supervision and responsible charge. I am a duly licensed architect under the laws of the State of Iowa 3/21/2019 2:16:17 PM C:\Revit Projects\A17_FF_Waukee_04_nh.rvt WAUKEE, IA FLEET FARM -RETAIL STORE 2952.111.00 KCX NHN 03.19.19 A200 EXTERIOR ELEVATIONS 1/16" = 1'-0" SOUTHEAST ELEVATION2 1/16" = 1'-0" SOUTHWEST ELEVATION1 1/16" = 1'-0" NORTHEAST ELEVATION3 1/16" = 1'-0" NORTHWEST ELEVATION4 1/8" = 1'-0" TIRE STORAGE SOUTHEAST ELEVATION5 1/8" = 1'-0" TIRE STORAGE NORTHEAST ELEVATION6 1/8" = 1'-0" TIRE STORAGE SOUTHWEST ELEVATION7 1/8" = 1'-0" TIRE STORAGE NORTHWEST ELEVATION8 1/16" = 1'-0" ACCESSORY BUILDING NORTHWEST ELEVATION11 1/16" = 1'-0" ACCESSORY BUILDING NORTHEAST ELEVATION10 1/16" = 1'-0" ACCESSORY BUILDING SOUTHWEST ELEVATION9 No. Date Description T.O. FLOOR SLAB EL= 100' - 0" T.O. WALL EL= 120' - 0" T.O. PRECAST EL= 118' - 0" B.O. HORIZ. REVEAL EL= 103' - 6" B.O. COMP. PNLS. EL= 109' - 0" PRECAST PANEL COOL GRAY C5 PRECAST PANEL COOL GRAY C9 PHENOLIC ORANGE PANEL T.O. FLOOR SLAB EL= 100' - 0" T.O. WALL EL= 120' - 0" T.O. PRECAST EL= 118' - 0" T.O. GAS CANOPY EL= 121' - 10" B.O. HORIZ. REVEAL EL= 103' - 6" PRECAST PANEL COOL GRAY C5 PRECAST PANEL COOL GRAY C9 PHENOLIC ORANGE PANEL T.O. FLOOR SLAB EL= 100' - 0" T.O. WALL EL= 120' - 0" B.O. HORIZ. REVEAL EL= 103' - 6" B.O. COMP. PNLS. EL= 109' - 0" PRECAST PANEL COOL GRAY C5 PRECAST PANEL COOL GRAY C9 PRECAST PANEL COOL GRAY C5 PRECAST PANEL COOL GRAY C9 PHENOLIC ORANGE PANEL PRECAST PANEL COOL GRAY C9 T.O. FLOOR SLAB EL= 100' - 0" T.O. WALL EL= 120' - 0" T.O. PRECAST EL= 118' - 0" T.O. GAS CANOPY EL= 121' - 10" B.O. HORIZ. REVEAL EL= 103' - 6" B.O. COMP. PNLS. EL= 109' - 0" PHENOLIC ORANGE PANEL PRECAST PANEL COOL GRAY C9 PRECAST PANEL COOL GRAY C5 T.O. FLOOR SLAB EL= 100' - 0" T.O. GAS CANOPY EL= 121' - 10" EL= 100' - 0" FIN FLOOR 8 '- 0"4' - 0" T.O. PRECAST6' - 0"8 1/2" PRECAST PANELS TO MATCH PANTONE COOL GRAY C9, BY OTHERS 12' - 0" 4' - 0" 8' - 0" 12' - 0" EL= 100' - 0" FIN FLOOR T.O. PRECAST6' - 0"8 1/2" PRECAST PANELS TO MATCH PANTONE COOL GRAY 7C, BY OTHERS 8 1/2" PRECAST PANELS TO MATCH PANTONE COOL GRAY C9, BY OTHERS EL= 100' - 0" FIN FLOOR 8 1/2" PRECAST PANELS TO MATCH PANTONE COOL GRAY 7C, BY OTHERS 12' - 0" 4' - 0" 8' - 0"T.O. PRECAST6' - 0"8 1/2" PRECAST PANELS TO MATCH PANTONE COOL GRAY C9, BY OTHERS T.O. PRECAST6' - 0"12' - 0" 2" TUBE STEEL FRAME GATE LEAFS W/ 5 1/2"x3/4" COMPOSITE DECKING, COLOR TO MATCH ADJACENT PRECAST, TYPICAL OF (2) 8 1/2" PRECAST PANELS TO MATCH PANTONE COOL GRAY C9, BY OTHERS 2" BAR LATCH 1/8" = 1'-0"3 WEST ELEVATION 1/8" = 1'-0"4 NORTH ELEVATION 1/8" = 1'-0"1 EAST ELEVATION 1/8" = 1'-0"2 SOUTH ELEVATION Project No. 1220 Marshall Street NE Minneapolis Minnesota 55413-1036 612.677.7100 612.677.7499 fax www.rsparch.com RSP Architects Certification Project For Date Signed License Number Name Drawn By Checked By Date Consultants NOTICE: The designs shown and described herein including all technical drawings, graphics, and models thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without express written permission of RSP Architects. These are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors and office personnel only in accordance with this Notice. © Copyright RSP Architects 2018. All rights reserved. Sheet Issues / Revisions I hereby certify that the portion of this technical submission described below was prepared by me or under my direct supervision and responsible charge. I am a duly licensed architect under the laws of the State of Iowa 2/5/2019 11:33:30 AM C:\Revit Projects\A17_FF_Waukee_C-Store_04_kxiong.rvt WAUKEE, IA FLEET FARM - C-STORE 2952.111.00 KCX NHN 01.15.19 A100 EXTERIOR ELEVATIONS No. Date Description 12.21.18 75% REVIEW 1/8" = 1'-0"5 EAST & WEST CANOPY ELEVATION 1/4" = 1'-0"6 TRASH-ENCLOSURE EAST ELEVATION 1/4" = 1'-0"7 TRASH-ENCLOSURE SOUTH ELEVATION 1/4" = 1'-0"8 TRASH-ENCLOSURE WEST ELEVATION 1/4" = 1'-0"9 TRASH-ENCLOSURE NORTH ELEVATION FLEET FARM SUBMITTAL WAUKEE, IA | 03.21.19 WAUKEE, IA ACCESSORY BUILDING WAUKEE, IA ACCESSORY BUILDING WAUKEE, IA ACCESSORY BUILDING