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HomeMy WebLinkAbout2023-06-19 I09 I-80 West Industrial_Site PlanAGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: June 19, 2023 AGENDA ITEM:Consideration of approval of a resolution approving a site plan for I-80 West Industrial (800 Interstate Parkway) FORMAT:Resolution SYNOPSIS INCLUDING PRO & CON: Next Phase Development, LLC requests approval of a site plan for I-80 West Industrial located south of Interstate 80 and west of Ute Place. The site plan identifies two commercial storage / office buildings. Each building is approximately 29,000-square feet in area and 20-feet in height. Twenty-five (25) units will be interior units and three (3) will be exterior units. The applicant is proposing 64 parking spaces including three handicap stalls. The buildings will be constructed primarily of architectural precast concrete with doors and windows. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed this project at the June 13, 2023, Commission Meeting and recommended approval subject to remaining staff comments: Approval of a Site Plan for I-80 West Industrial City Planner, Bill Mettee, introduced the request for approval of site plan for I-80 West Industrial for an industrial storage/office facility, as submitted by the applicant, Next Phase Development, LLC – Reid Tamisiea. The subject property is generally located south of Interstate 80 and west of Ute Avenue, containing approximately 4.96 acres. The project involves construction of two industrial storage buildings. One building is 29,286 square feet in area, and the second building is 29,244 square feet. The buildings are single story and just over 20 feet in height at the tallest point. Each unit will have its own overhead door entrance. All units with the exception of Unit 28 will be accessed from the access aisle between the buildings. No trash enclosures are proposed, as trash will remain inside the units and brought out for pickup. There will be two accesses into the site. The west access will provide visitor parking, including one accessible space. The east access will provide access to each building and each unit. There will be 28 storage spaces, 25 indoor and three outdoor. A total of (3) three parking spaces are required for the proposed site and the applicant is providing 64 parking spaces, with a total of (3) three accessible spaces. A five-foot sidewalk will be installed along the south side of Interstate Parkway as part of this project. All utilities exist in the immediate vicinity and will be extended as needed to service this project. Stormwater management will be accommodated with the bason on the south end of the site. Landscape I9 and lighting plan requirements have been met at this time, and the proposed site plan is in general conformance with the Comprehensive Plan. Staff recommends approval of the site plan for I-80 West Industrial Site Plan, subject to remaining staff comments. Commissioner Lohse moved to approve the site plan for I-80 West Industrial Site Plan, subject to remaining staff comments. The motion was seconded by Commissioner Tessau. Ayes: Koelker, Beenken, Bankole, Lohse, Tessau, and Streit. Nays: None. Motion Carried. STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan subject to remaining staff comments. RECOMMENDATION: Approve the resolution subject to remaining staff comments. ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan & Elevations PREPARED BY:Bill Mettee, Planner REVIEWED BY: THE CITY OF WAUKEE, IOWA RESOLUTION 2023 APPROVING THE SITE PLAN FOR I-80 WEST INDUSTRIAL (800 INTERSTATE PARKWAY) IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal Organization; AND, WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of the Site Plan for I-80 West Industrial, subject to remaining staff comments on June 13, 2023; AND, WHEREAS, the Site Plan for I-80 West Industrial is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for I-80 West Industrial is in general conformance with §161 – Landscaping and Open Space Ordinance of the Waukee Municipal Code; AND, NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on this 19th day of June, 2023 that the Site Plan for I-80 West Industrial is approved subject to remaining staff comments. ____________________________ Courtney Clarke, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Anna Bergman Pierce R. Charles Bottenberg Chris Crone Larry R. Lyon Ben Sinclair PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: I-80 West Industrial – Site Plan PREPARED BY: Bill Mettee, Planner REPORT DATE: June 9, 2023 MEETING DATE: June 13, 2023 GENERAL INFORMATION Owner/Applicant: Next Phase Development, LLC – Reid Tamisiea Owner’s Representative: Brad Overturf, Cooper Crawford & Associates Request:The applicant is requesting approval of a site plan for an industrial storage / office facility. Location and Size:Property is generally located south of Interstate 80 and west of Ute Avenue, containing approximately 4.96-acres. AREA MAP ABOVE:Aerial of property identifying the proposed site plan (outlined in RED). June 9, 2023 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant - Undeveloped Light Industrial Office M-1 (Light Industrial District) North Vacant - Undeveloped Light Industrial Office M-1 (Light Industrial District) South Vacant – Undeveloped N/A Dallas County East Industrial Warehouses Light Industrial Office M-1 (Light Industrial District) and A-1 (Agricultural District) West Vacant - Undeveloped Light Industrial Office M-1 (Light Industrial District) HISTORY The subject property was rezoned to M-1 Light Industrial in 2017 and platted in 2018 as Lot 5 in I-80 West Industrial Park Plat 2. PROJECT DESCRIPTION The project involves the construction of two industrial storage buildings. One building is 29,286 square feet in area and the second building is 29,244-square feet. The buildings are single-story and just over 20-feet in height at the tallest point. Each unit will have its own overhead door entrance. All units with the exception of Unit 28 will be accessed from the access aisle between the buildings. No trash enclosures are proposed, as trash will remain inside the units and brought out for pickup. There will be two accesses into the site. The west access will provide visitor parking, including an accessible space. The east access will provide access to each building and each unit. There will be 28 storage spaces – 25 of them indoor and three outdoor areas. ACCESS AND PARKING A total of three (3) parking spaces are required for the proposed site and the applicant is providing 64 parking spaces, with a total of three (3) accessible spaces. SIDEWALKS/TRAILS A five-foot-wide sidewalk will be installed along the south side of Interstate Parkway as part of this project development. UTILITIES All utilities exist in the immediate vicinity and will be extended as needed to service this project. Stormwater management will be accommodated with the basin on the south end of the site. June 9, 2023 3 of 3 LANDSCAPING & OPEN SPACE A minimum of 15% of the project area is required to be open space. The total amount of open space proposed is 56.2%. The landscape plan meets the requirements of the Landscape and Open Space Ordinance. LIGHTING PLAN A photometric plan for the site lighting has been submitted and reviewed by staff. The lighting plan complies with the adopted guidelines. ELEVATIONS The elevations of the building are proposed to be constructed mainly of Architectural Precast Concrete with Doors and Glazing. COMPREHENSIVE PLAN The comprehensive plan classifies the subject property as Light Industrial Office. The overall goal of the Light Industrial Office classification is to provide a variety of showroom, flex space and manufacturing space of varying square footages. The primary focus of Light Industrial is on the assembly, storage or distribution of goods and products. The proposed site plan is in general conformance with the Comprehensive Plan. STAFF RECOMMENDATION The proposed site plan is in general conformance with the Comprehensive Plan, Zoning Ordinance and Site Plan Ordinance. Staff recommends approval of the site plan for I-80 West Industrial subject to remaining staff comments. 30' SE T B A C K EX. 10' P . U . E . B K . 2 0 1 8 P G . 1 9 0 9 7 EX. 20' S A N . S E W E R E A S E . B K . 2 0 1 8 P G . 1 9 0 9 8 30' SETBACK EX. 40.00' STORM SEWER EASE. BK. 2018 PG. 19101 EX. DETENTION EASEMENT BK. 2018 PG. 19099 100-YEAR FLOOD ELEVATION =938.14 EXISTING POND ELEVATION =934.30 EX. 30.00' STORM SEWER EASEMENT BK. 2018 PG. 19101 INTERST A T E P A R K W A Y 30.00' 13.19' FND. 1/2" I.R. W/ CAP #15980FND. 1/2" I.R. FND. 1/2" I.R. W/ CAP #15980FND. 1/2" I.R. W/ CAP #15980 FND. 1/2" I.R. W/ CAP #15980 FND. 1/2" I.R. W/ CAP #15980 FND. 1/2" I.R. W/ CAP #15980 FND. 1/2" I.R. W/ CAP #15980 FND. 1/2" I.R. W/ CAP #15980 FND. 1/2" I.R. W/ CAP #15980 S S ST E ST ST FTFT FT GR A V E L D R I V E CO N C R E T E ELECTRIC RISER EDGE WATER LIGHTPOLE LIGHTPOLE 9.00' TYP. 9.00' TYP.20.00' TYP. 20.00' TYP. R5.00' R5.00' R5.00' 19.00' 9.00' 19.00' 9.00' 24.00 ' R15.00' R25.00' R25.00' 3 2 . 3 6 ' 3 1 . 5 8 ' 5.00' 5.00' 24.0 0 ' ST ST S0 0 ° 0 6 ' 2 6 " W 11 5 . 9 0 ' ( M . ) 1 1 6 . 7 4 ' ( R . ) S0 0 ° 4 8 ' 3 6 " W 87 . 6 9 ' ( M . ) 8 6 . 8 0 ' ( R . ) S0 0 ° 3 8 ' 0 4 " W 4 7 3 . 1 3 ' ( M . ) 4 7 3 . 1 9 ' ( R . ) N89°22'59"W 24.61'(M.) 24.56'(R.) S0 0 ° 3 5 ' 0 5 " W 97 . 0 2 ' ( M . ) 97 . 2 8 ' ( R . ) S83°35'39"W 185 . 8 4 ' ( M . ) 1 8 5 . 8 0 ' ( R . ) N 1 4 ° 0 2 ' 2 6 " W 6 9 6 . 4 5 ' ( M . ) 6 9 6 . 5 5 ' ( R . ) R=5035.00 L=47.80(M.) 47.90'(R.) CH=47.80(M.) 47.90'(R.) CH BR=N76°06'43"E N75°57'5 5 " E 145.41'(M . ) 1 4 5 . 3 8 ' ( R . ) R=1035.00 L=211.42(M.) 211.48'(R.) CH=211.05(M.) 211.11'(R.) CH BR=N70°06'53"E 59.80' S S S S 12.86' R10.00' 2827 5 4 OUTDOOR STORAGE OUTDOOR STORAGE OUTDOOR STORAGE 70.00' PROPOSED 5.00' 4" THICK SIDEWALK 3 7 . 9 4 ' R25.00' BLOCK RETAINING WALL BLOCK RETAINING WALL HEIGHT VARIES MAX HEIGHT 3.99' BLOCK RETAINING WALL HEIGHT VARIES MAX HEIGHT 3.8' GRIND 65 L.F. EX. CURB GRIND 75 L.F. EX. CURB SUDAS TYPE 'A' SUDAS TYPE 'A' OW N E R : ZIE G L E R W A U K E E L L C 901 W 9 4 T H S T MIN N E A P O L I S , M N 5 5 4 2 0 ZO N E D M - 1 OWNER: MORRELL, KENNETH L TRUST 33512 U LN ADEL, IA 50003-8541 ZONED UNZONED OWNER: CITY OF WAUKEE CITY HALL 230 W HICKMAN ROAD WAUKEE, IA 50263 ZONED M-1 OW N E R : APP L E T R E E P R O P E R T I E S L L C 892 6 N W 7 2 N D P L A C E JO H N S T O N , I A 5 0 1 3 1 ZO N E D A - 1 OW N E R : 117 H O L D I N G S C O M P A N Y , L L C 955 0 H I C K M A N R D , S U I T E 1 0 1 CLI V E , I A 5 0 3 2 5 ZO N E D M - 1 OWNER: 755 INTERSTATE PKWY, LLC 2400 86TH ST STE 24 URBANDALE, IA 50322 ZONED M-1 OWNER: JM SIOUX CITY HOLDINGS, LLC 185 NE DARTMOOR DR WAUKEE, IA 50263 ZONED M-1 1,920 S.F. 6 1,920 S.F. 12 1,920 S.F. 23 1,920 S.F. 9 1,920 S.F. 7 1,920 S.F. 16 1,920 S.F. 19 1,920 S.F. 2 1,920 S.F. 18 1,920 S.F. 24 1,920 S.F. 14 1,920 S.F. 20 1,920 S.F. 13 1,920 S.F. 3 1,920 S.F. 17 1,920 S.F. 15 1,920 S.F. 21 1,920 S.F. 4 1,920 S.F. 8 4,284 S.F. 1 1,920 S.F. 22 1,920 S.F. 10 1,920 S.F. 11 10,086 S.F. 25 1,920 S.F. 5 6' VINYL FENCE SEE DETAIL W12" W12" W6 " T T G GPROPOSED GAS METER PROPOSED TRANSFORMER PROPOSED GAS METER PROPOSED TRANSFORMER OVERFLOW =939.58 WILL DISCHARGE TO UNAMED CREEKS AND STREAMS ULTIMATELY TO THE NORTH RACOON RIVER 102.00' THIS AREA DESIGNATED FOR FIRE LANE WITH SIGNS AND MARKINGS IN ACCORDANCE W/ IFC 511.5 R3.00' R3.00' 8.00'8.00' 9.00'9.00' 697 S.F. 261,350 S.F. 27 PROPOSED LIGHTPOLE 2,321 S.F. 28 BLOCK RETAINING WALL HEIGHT VARIES MAX HEIGHT 3.05' S 1 4 ° 0 2 ' 2 6 " E 2 8 . 0 6 ' S89°38'10"E 32.38' N 5 5 ° 0 0 ' 4 6 " W 4 7 . 8 4 ' N00°35'05"E 48.29' S89°22'59"E 24.61' N08°23'29"W 5.27' N89°22'16"W 28.71' S0 1 ° 0 6 ' 2 6 " W 49 . 2 8 ' N89°38'10"W 117.29' S65°2 0 ' 3 7 " W 34.56 'N89°38'10"W 46.25' S 1 4 ° 0 2 ' 2 6 " E 2 . 3 1 ' S89°38'10"E 45.84' N83°56'27"E 52.40' N58°43'23"E 12.85' S89°38'10"E 90.89' N 1 4 ° 0 2 ' 2 6 " W 5 9 . 9 2 ' ADDED DETENTION EASEMENT ADDED DETENTION EASEMENT 3.51 AC. 153,112 S.F. OUTLOT 'Z' 30.00' 25 . 0 0 ' REVISIONS: DATE: SHEET 0 SCALE: BDO AS-BUILT: COOPER CRAWFORD& Associates Civil Engineers & Land Surveyors 475 S. 50th STREET, SUITE 800, WEST DES MOINES, IOWA 50265 PHONE: (515) 224-1344 FAX: (515) 224-1345 JOB NUMBER N CC I-80 WEST INDUSTRIAL 4020 1"=40' 3-7-2023 1 OF 6 2698 DIMENSION PLAN SITE PLAN I-80 WEST INDUSTRIAL 800 INTERSTATE PARKWAY, WAUKEE PAGES OR SHEETS COVERED BY THIS SEAL: KEVEN J. CRAWFORD, P.E. IOWA LICENSE NO. 13156 MY LICENSE RENEWAL DATE IS DECEMBER 31, 2024 I 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 1-5) WATER MAIN & SIZE PLAT BOUNDARY SANITARY SEWER & SIZE LEGEND EXISTING/PROPOSED PP/LP XX 990 GAS MAIN & SIZE PP/LP MANHOLE INTAKE HYDRANT UNDERGROUND ELECTRIC CABLE STORM SEWER & SIZE UNDERGROUND TELEPHONE CABLE UNDERGROUND CABLE TV POWER POLE/LIGHT POLE UTILITY BOX/TELEPHONE RISER X X SILT FENCE OR TREES PROPOSED CONTOURS EXISTING CONTOURS UGE UGT CTV 990 ST SAN W 8" 8" 8" G 4 APPROVED FILTRATION SOCK ZONING EXISTING: M-1 PROPOSED: M-1 SETBACKS FRONT -30' SIDE - 0' REAR -30' LEGAL DESCRIPTION LOT 5 I-80 WEST INDUSTRIAL PARK PLAT 2, AN OFFICIAL PLAT, CITY OF WAUKEE, DALLAS COUNTY, IOWA. SAID TRACT OF LAND CONTAINS 4.958 ACRES MORE OR LESS. SAID TRACT OF LAND SUBJECT ALL EASEMENTS OF RECORD. SITE AREAS BUILDINGS 58,610 S.F.27.1% PAVING 36,149 S.F.16.7% OPEN SPACE 121,252 S.F.56.2% TOTAL 216,011 S.F.100% TOTAL IMPERVIOUS AREA (BUILDINGS, PAVING, & WALKS) 94,759 S.F.43.9% REQUIRED OPEN SPACE = 32,402 S.F. (216,011 * 15%) ESTIMATED DISTURBED AREA =175,000 S.F. OWNER / APPLICANT NEXT PHASE DEVELOPMENT LLC REID TAMISIEA 1690 ALL STATE COURT #120 WDM, IA 50265  PH.515-721-9115 Reid@nextphasedev.com PARKING CALCULATIONS 1 SPACE /20,000 S.F. STORAGE 58,610 / 20,000 =3 3 SPACES REQUIRED 64 SPACES PROVIDED INCLUDING 3 HANDICAP STALLS BUILDING USE OFFICE / STORAGE UNITS SHEET INDEX 1 DIMENSION PLAN 2 GRADING PLAN 3 EROSION & SEDIMENT CONTROL 4-5 UTILITY PLAN 6 LANDSCAPE PLAN NOTES (GENERAL) 1.ONE WEEK PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY: A. CITY OF WAUKEE ENGINEERING DEPARTMENT B. NEXT PHASE DEVELOPMENT C. COOPER CRAWFORD & ASSOCIATES, L.L.C. 2.ALL DIMENSIONS ARE TO BACK OF CURB, OUTSIDE OF BUILDING WALL, AND TO PROPERTY LINES. 3.THE LOCATIONS AND DIMENSIONS SHOWN ON THE PLANS FOR EXISTING FACILITIES ARE IN ACCORDANCE WITH AVAILABLE INFORMATION WITHOUT UNCOVERING AND MEASURING. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF THIS INFORMATION OR THAT ALL EXISTING UNDERGROUND FACILITIES ARE SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL PUBLIC AND/OR PRIVATE UTILITIES SERVING THE AREA TO DETERMINE THE PRESENT EXTENT AND EXACT LOCATION OF THEIR FACILITIES BEFORE BEGINNING WORK. 4.THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE CONTRACTOR SHALL NOTIFY THE PROPER UTILITY IMMEDIATELY UPON BREAKING OR DAMAGE TO ANY UTILITY LINE OR APPURTENANCE, OR THE INTERRUPTION OF THEIR SERVICE. HE SHALL NOTIFY THE PROPER UTILITY INVOLVED. IF EXISTING UTILITY LINES ARE ENCOUNTERED THAT CONFLICT IN LOCATION WITH NEW CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER SO THAT THE CONFLICT MAY BE RESOLVED. 5.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 2023 WAUKEE STANDARD SPECIFICATIONS AND 2023 SUDAS. 6.SIDEWALK AND DRIVE APPROACH INSTALLATIONS TO BE INSPECTED BY CITY OF WAUKEE ENGINEERING DEPARTMENT, MINIMUM 24 HOUR NOTICE. 7.PROVIDE 2' CONCRETE BOXOUT AROUND ALL INTAKES AND MANHOLES WITHIN PAVED AREAS. 8.ALL DEBRIS SPILLED ON CITY R.O.W. AND ADJOINING PROPERTY SHALL BE REMOVED BY OWNER/CONTRACTOR BY THE END OF THE WORK DAY AND PRIOR TO RAIN EVENT. 9.VERIFY COORDINATES AND BUILDING CORNERS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. 10.ALL SITE WORK, SODDING AND LANDSCAPING SHALL BE IN ACCORDANCE WITH 2023 WAUKEE STANDARD SPECIFICATIONS AND 2023 SUDAS. 11.PAVING SHALL BE A MINIMUM OF 8-INCH P.C.C. IN PUBLIC RIGHT-OF-WAY OR MATCH EXISTING STREET THICKNESS, WHICHEVER IS LESS AND 6-INCH P.C.C. IN PRIVATE DRIVES AND PARKING LOTS. 12.EXISTING TREES WILL BE SAVED TO THE EXTENT POSSIBLE TO ACCOMMODATE GRADING, UTILITY AND STREET CONSTRUCTION. 13.ALL LIGHTING MUST COMPLY WITH THE CITY OF WAUKEE LIGHTING REQUIREMENTS. 14.ALL MECHANICAL UNITS THAT ARE ROOFTOP UNITS MUST BE SCREENED FROM STREET LEVEL VIEW. 15.ALL EXTERIOR PARKING LOT AND BUILDING MOUNTED LIGHT FIXTURES MUST BE LOW GLARE, "CUT OFF" FIXTURES. 16.ANY PROPOSED CHANGES TO THE PLAN SET SHALL BE APPROVED IN WRITING BY THE CITY OF WAUKEE COMMUNITY DEVELOPMENT DEPARTMENT. 17.THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOT BEEN GRANTED APPROVAL IN WRITING BY THE CITY OF WAUKEE COMMUNITY DEVELOPMENT DEPARTMENT. 18.PAVEMENT AND/OR RETAINING WALL REPLACEMENT WILL BE THE OWNER'S EXPENSE SHOULD THE CITY NEED TO PERFORM MAINTENANCE WITHIN THE EASEMENT. 19.ALL WORK DONE SHALL BE IN CONFORMANCE WITH CURRENT EDITIONS OF THE 2023 WAUKEE STANDARD SPECIFICATIONS AND 2023 SUDAS. 20.THERE SHALL BE ACCESS ROADS PROVIDED WITHIN 100 FEET OF THE BUILDING THAT CAN SUPPORT A FIRE APPARATUS AND MAINTAINED IN ALL WEATHER CONDITIONS IN PLACE WHEN BUILDING WALLS BEING GOING UP. 21.CONTRACTOR WILL BE RESPONSIBLE FOR LANE CLOSURE AND NECESSARY TRAFFIC. 22.ALL TRASH WILL KEPT INSIDE BY THE INDIVIDUAL UNIT OWNER. TRASH WILL BE BROUGHT OUT FOR PICK UP AND IT WILL BE NOTED IN THE BYLAWS THAT NO OUTSIDE TRASH CAN BE STORED. 23.OUTLOT 'Z' WILL BE MAINTAINED BY THE ASSOCIATION. BUILDING HEIGHT MAX BUILDING HEIGHT 40' 20.5 FEET PROPOSED THIS SITE VICINITY SKETCH NO SCALE INTERSTA T E P A R K W A Y INTERSTA T E 8 0 R2 2 / U T E A V E N U E VINYL FENCE DETAIL NO SCALE FINISH GRADE P.C.C. 5" SQUARE POST 6'CENTER LINE POST TO POST 6' M A X . 2" 36 " M I N . POST CAP 7/8"x6" PICKETS 1-1/2"x5-1/2" RAILS OPTIONAL REINFORCED RAIL 7/8"x1-1/2" U-CHANNEL 2" VINYL FENCE DOUBLE GATE DETAIL NO SCALE FINISH GRADE P.C.C. 5" SQUARE POST 8', 10' & 12' POST TO POST 6' M A X . 2" 36 " M I N . POST CAP LOCK LATCH 1-1/2"x5-1/2" RAILS OPTIONAL REINFORCED RAIL 7/8"x1-1/2" U-CHANNEL 2" 1-1/2"x5-1/2" WELDED UPRIGHTS & RAILS 7/8"x6" PICKETS HINGE DROP ROD 3-21-2023 *NOTE FENCE AND GATE PLYGEM FENCING WITH AGED CEDAR IN COLOR 4-5-2023 4-18-2023 5-2-2023 5-26-2023 6-7-2023 6-13-2023 INTERST A T E P A R K W A Y S S ST ST ST FT FT FT GR A V E L D R I V E CO N C R E T E EDGE WATER 97 5 972972972 973 974 9 7 6 9 7 7 97 8 9 7 9 940 945 950 955 960 965 970 9 7 5 936 937 938 939 941 942 943 944 946 947 948 949 951 952 953 954 956 957 958 959 961 962 963 964 966 967 968 969 971 972 973 974 97 6 9 7 7 9 7 8 9 7 9 950 955 960 965 970 975 946 947 948 949 951 952 953 954 956 957 958 959 961 962 963 964 966 967 968 969 971 972 973 974 976 9 7 7 9 6 0 9 6 5 9 7 0 9 5 7 9 5 8 9 5 9 9 6 1 9 6 2 96 3 96 4 9 6 6 9 6 7 9 6 8 9 6 9 9 4 5 9 5 0 9 5 5 94 2 94 3 94 4 9 4 6 9 4 7 9 4 8 9 4 9 9 5 1 9 5 2 9 5 3 9 5 4 965 966 967 97 0 LIGHTPOLE LIGHTPOLE ST ST F.F.E. =971.10 S S S 2827 5 4 F.F.E. =971.10 OUTDOOR STORAGE T/WB/W B/W T/W T/WB/WB/W T/W T/W B/W B/W T/W B/W B/W B/W B/W B/W B/W T/W T/W T/W T/W T/W T/W ??? ??? 972.14 971.67 974.01 974.04 972.94 974.03 972.13 971.01 971.10 971.11 971.86 971.97 973.89 974.90 974.85 974.87 971.10 971.10 970.54 970.45 970.75 970.45 970.75 970.45 970.75 970.45 971.10 971.01 969.90 971.00 971.10 971.10971.10 971.10 971.62971.76 972.11 971.91 972.67 972.62 ?????? 972.26 972.33 972.22 971.59 971.09 970.99 970.99 970.03 970.05 970.05 970.09 970.96 971.01 971.10 970.71 970.03 969.81 966.98 966.20966.38 970.18 970.20 970.00 970.00 970.00 969.12 968.63 968.00 964.01 969.06 968.80 971.62 971.29 975.02 971.98975.03 971.98 972.00 971.80 960.00971.10 971.10 971.10971.10 971.10 972.38 943.90 955.35 979.64 94 5 95 0 95 5 96 0 96 5 97 0 94 2 94 3 94 4 94 6 94 7 94 8 94 9 95 1 95 2 95 3 95 4 95 6 95 7 95 8 95 9 9 6 1 9 6 2 96 3 96 4 96 6 96 7 96 8 96 9 940 945 950 955 960 965 970 941942943944 946947948949 951 952 953 954 956957958959 961 962 963964 966967968969 971 97 1 971 97 1 97 1 972 973 974 97 4 97 4 975 972 973 974 972 973 97 1 9 7 5 97 1 97 2 9 7 3 9 7 4 9 7 6 97 7 976 977 960 965 959 961 962 963 964964 966 967 96 8 96 9 W12" W12" W6 " 971.02 970.96 970.88 970.82 970.82 970.88 971.02 970.96 100 YEAR PONDING ELEV. =970.59 100 YEAR PONDING ELEV. =970.58 100 YEAR PONDING ELEV. =970.63 100 YEAR PONDING ELEV. =969.88 OVERFLOW TOP OF CURB 970.15 T T G GPROPOSED GAS METER PROPOSED TRANSFORMER PROPOSED GAS METER PROPOSED TRANSFORMER 29. 0 9 % 25.5 8 % 31.52 % 7 . 9 4 % 12 . 0 3 % 95 5 96 0 9 6 0 96 5 9 6 5 95 4 95 6 95 7 95 8 95 9 9 5 9 96 1 9 6 1 9 6 2 9 6 2 96 3 9 6 3 96 4 9 6 4 96 6 96 6 96 7 96 7 96 8 96 8 9 7 0 . 0 0 9 7 0 . 5 0 9 7 0 . 0 0 9 7 0 . 5 0 6. 0 6 % 100 YEAR PONDING ELEV. =970.58 100 YEAR PONDING DEPTH =970.58 970.78 970.77 OVERFLOW OVERFLOW OVERFLOW OVERFLOW 7 . 8 2 % 33 . 3 % 33.3 % 33 . 3 % 33.3% 33.3% 33.3 % 100 YEAR POND 100 YEAR POND ELEVATION =938.14 PROPOSED LIGHTPOLE 970.97 2.0% 2.0% 2.0% 2.0%OVERFLOW OVERFLOW 100 YEAR PONDING ELEV. =970.03 ALL INTAKES IN SWALE ULTIMATE OVERFLOW EAST ELEV. =970.60 9 7 0 . 0 0 2.0% 9 7 0 . 0 0 970. 0 0 9 7 0 . 3 5 2.0% 2.0% 2.0% 970 . 0 0 970 . 3 5 97 0 . 0 0 9 7 0 . 2 7 2.0% 2. 0 % 97 0 . 0 0 970.00 97 0 . 5 970 . 5 0 2. 0 % 2. 0 % 2. 0 % 2. 0 % 100 YEAR PONDING ELEV. =970.03 ALL INTAKES IN SWALE ULTIMATE OVERFLOW SOUTHEAST ELEV. =970.60 OVERFLOW TOP OF CURB 970.40 & GO SOUTH 100 YEAR PONDING ELEV. =970.03 ALL INTAKES IN SWALE ULTIMATE OVERFLOW WEST ELEV. =970.65 ULTIMATE OVERFLOW SOUTH ULTIMATE OVERFLOW SOUTH ULTIMATE OVERFLOW SOUTH ULTIMATE OVERFLOW SOUTH S 1 4 ° 0 2 ' 2 6 " E 2 8 . 0 6 ' S89°38'10"E 32.38' N 5 5 ° 0 0 ' 4 6 " W 47 . 8 4 ' 9 3 3 R15.00' 3.51 AC. 153,112 S.F. OUTLOT 'Z' 974.01 974.04 974.03 974.90 974.85 SUDAS TYPE 'A' 974 97 4 97 4 973 974 974.07 974.14 975.18 975.25 4.0% 6.6% 7.6% 2.0% 2.0% 1 . 4 % 1 . 4 % 975.35 975.28 4.6% 1 . 4 % 6"x6"x6" 0 . 9 % 1. 8 % 3 . 9 6 % 0 . 3 9 % 3 . 9 6 % 972.67 972.62 972.26 972.33 972.22 SUDAS TYPE 'A' 972.69 972.76 972.19 972.26 5.0% 2.0% 7.5% 1 . 4 % 6.4% 1 . 4 % 972.36 972.29 972.86 972.79 5.6% 2.0% 1 . 4 % 2.0% 2.0% 1 . 4 % 1 . 5 % 1. 7 % 1 . 4 3 % 1 . 4 4 % 1 . 4 4 % REVISIONS: DATE: SHEET 0 SCALE: BDO AS-BUILT: COOPER CRAWFORD& Associates Civil Engineers & Land Surveyors 475 S. 50th STREET, SUITE 800, WEST DES MOINES, IOWA 50265 PHONE: (515) 224-1344 FAX: (515) 224-1345 JOB NUMBER N CC I-80 WEST INDUSTRIAL 3015 1"=30' 3-7-2023 2 OF 6 2698 GRADING PLAN SITE PLAN I-80 WEST INDUSTRIAL 800 INTERSTATE PARKWAY, WAUKEE WATER MAIN & SIZE PLAT BOUNDARY SANITARY SEWER & SIZE LEGEND EXISTING/PROPOSED PP/LP XX 990 GAS MAIN & SIZE PP/LP MANHOLE INTAKE HYDRANT UNDERGROUND ELECTRIC CABLE STORM SEWER & SIZE UNDERGROUND TELEPHONE CABLE UNDERGROUND CABLE TV POWER POLE/LIGHT POLE UTILITY BOX/TELEPHONE RISER X X SILT FENCE OR TREES PROPOSED CONTOURS EXISTING CONTOURS UGE UGT CTV 990 ST SAN W 8" 8" 8" G 4 APPROVED FILTRATION SOCK NOTES (GRADING) 1.ALL DIMENSIONS ARE TO BACK OF CURB, OUTSIDE OF BUILDING WALL, AND TO PROPERTY LINES. 2.THE LOCATIONS AND DIMENSIONS SHOWN ON THE PLANS FOR EXISTING FACILITIES ARE IN ACCORDANCE WITH AVAILABLE INFORMATION WITHOUT UNCOVERING AND MEASURING. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF THIS INFORMATION OR THAT ALL EXISTING UNDERGROUND FACILITIES ARE SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL PUBLIC AND/OR PRIVATE UTILITIES SERVING THE AREA TO DETERMINE THE PRESENT EXTENT AND EXACT LOCATION OF THEIR FACILITIES BEFORE BEGINNING WORK. 3.THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE CONTRACTOR SHALL NOTIFY THE PROPER UTILITY IMMEDIATELY UPON BREAKING OR DAMAGE TO ANY UTILITY LINE OR APPURTENANCE, OR THE INTERRUPTION OF THEIR SERVICE. HE SHALL NOTIFY THE PROPER UTILITY INVOLVED. IF EXISTING UTILITY LINES ARE ENCOUNTERED THAT CONFLICT IN LOCATION WITH NEW CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER SO THAT THE CONFLICT MAY BE RESOLVED. 4.STRIP TOPSOIL FROM ALL AREAS WHICH ARE TO BE FILLED OR CUT. 5.STOCKPILE SUFFICIENT TOPSOIL TO ALLOW FINISH GRADING WITH A FINISHED GRADE OF 8 INCHES OF SALVAGED OR AMENDED TOPSOIL. 6.ALL AREAS TO RECEIVE FILL TO BE BENCHED. 7.PREPARE BOTTOM OF BENCH FOR FILL BY DISCING TO A DEPTH OF 6-INCHES. 8.ALL SITE GRADING FILL SHALL BE COMPACTED TO A DENSITY THAT IS NOT LESS THAN 95% STANDARD PROCTOR AND MEET ALL GEOTECHNICAL RECOMMENDATIONS. 9.MAINTAIN ALL CUT AND FILL AREAS FOR SURFACE DRAINAGE AT ALL TIMES. 10.FINAL GRADES WITHIN PAVED AREAS SHALL BE WITHIN 0.1' OF PLAN GRADE, ALL OTHER AREAS TO BE WITHIN 0.2' OF PLAN GRADE. 11.A MINIMUM OF ONE FOOT OF COMPACTED COHESIVE SUBGRADE SHALL BE PROVIDED BENEATH ALL PAVEMENTS. 12.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 2023 WAUKEE STANDARD SPECIFICATIONS AND 2023 SUDAS. 13.EXISTING TREES WILL BE SAVED TO THE EXTENT POSSIBLE TO ACCOMMODATE GRADING, UTILITY AND STREET CONSTRUCTION. 14.ALL WORK WITHIN PUBLIC R.O.W., CONNECTION TO PUBLIC IMPROVEMENTS, AND ALL WORK ASSOCIATED WITH PUBLIC IMPROVEMENTS SHALL COMPLY WITH THE CITY OF WAUKEE STANDARD SPECIFICATIONS. 15.FOUNDATIONS SUPPORTING WOOD SHALL EXTEND AT LEAST 6" ABOVE ADJACENT GRADE AND THE CLEARANCE BETWEEN ANY SIDING MATERIAL AND THE SOD SHALL BE A MINIMUM OF 6". 16.THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT NO LESS THAN 1:12 FOR A DISTANCE OF 6'. 17.THE SHOPS AT I-80 WEST INDUSTRIAL OWNER'S ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL PRIVATE STORM SEWERS AND COMMON AREAS, INCLUDING THE DETENTION POND. 18.ANY GRADING WITHIN PUBLIC R.O.W. WILL NEED TO CONFORM WITH THE CITY OF WAUKEE STANDARD SPECIFICATIONS. 19.ALL SIDEWALK SLOPES GREATER THAN 1 UNIT VERTICAL IN 20 UNITS HORIZONTAL SHALL BE ACCOMPANIED BY A HANDRAIL. 20.CROSS SLOPE ON ALL SIDEWALKS NOT TO EXCEED 2.00%. 21.ALL SPOTS ARE TO TOP OF SLAB UNLESS OTHERWISE NOTED. 22.ON-SITE INSPECTION SHALL BE REQUESTED WITH THE BUILDING DIVISION PRIOR TO PLACE OF ANY CONCRETE RAMPS. 3-21-2023 4-5-2023 TOP GEOGRID LAYER MUST BE WITHIN THE TOP THREE COURSES. ITS LENGTH MUST CONSIDER THE FENCE STABILITY. BLOCK UNIT FILTER FABRIC TO BE PLACED BETWEEN TOPSOIL AND WALL ROCK BLOCK RETAINING WALL DETAIL NO SCALE RAMP DETAIL EAST RAMP SCALE:1"=10' RAMP DETAIL WEST RAMP SCALE: 1"=10' 4-18-2023 5-2-2023 5-26-2023 6-7-2023 6-13-2023 EX. 40.00' STORM SEWER EASE. BK. 2018 PG. 19101 EX. 30.00' STORM SEWER EASEMENT BK. 2018 PG. 19101 INTERST A T E P A R K W A Y S S ST E ST ST FTFT FT GR A V E L D R I V E CO N C R E T E ELECTRIC RISER EDGE WATER 97 5 972972972 973 974 9 7 6 9 7 7 97 8 9 7 9 940 945 950 955 960 965 970 9 7 5 936937938939 941942943944 946947948 949 951 952 953 954 956 957 958 959 961 962 963 964 966 967 968 969 971 972 973 974 97 6 9 7 7 9 7 8 9 7 9 940 945 950 955 960 965 970 975 939 941 942 943 944 946 947 948 949 951 952 953 954 956 957 958 959 961 962 963 964 966 967 968 969 971 972 973 974 976 97 7 9 6 0 96 5 9 7 0 9 5 7 9 5 8 9 5 9 9 6 1 9 6 2 96 3 9 6 4 9 6 6 9 6 7 9 6 8 9 6 9 94 5 9 5 0 9 5 5 94 2 94 3 94 4 9 4 6 9 4 7 9 4 8 9 4 9 9 5 1 9 5 2 9 5 3 9 5 4 965 966 967 97 0 LIGHTPOLE LIGHTPOLE ST ST F.F.E. =971.10 S S S S 2827 5 4 F.F.E. =971.10 OUTDOOR STORAGE 972.38 943.90 943.44 939.52 955.35 979.64 94 5 95 0 95 5 96 0 96 5 97 0 94 2 94 3 94 4 94 6 94 7 94 8 94 9 95 1 95 2 95 3 95 4 95 6 95 7 95 8 95 9 9 6 1 9 6 2 96 3 96 4 96 6 96 7 96 8 96 9 940 945 950 955 960 965 970 941942943944 946947948949 951 952 953 954 956957958959 961 962 963964 966967968969 971 97 1 971 97 1 97 1 972 973 974 97 4 97 4 975 972973 974 972 973 97 1 9 7 5 97 1 97 2 9 7 3 9 7 4 9 7 6 97 7 976 977 960 965 959 961 962 963 964964 966 967 96 8 96 9 W12" W12" W6 " T T G GPROPOSED GAS METER PROPOSED TRANSFORMER PROPOSED GAS METER PROPOSED TRANSFORMER OVERFLOW =939.58 WILL DISCHARGE TO UNAMED CREEKS AND STREAMS ULTIMATELY TO THE NORTH RACOON RIVER DISTURBANCE LIMITS CONSTRUCTION ENTRANCE STAGING & MATERIALS STORAGE AREA TOPSOIL STOCKPILE AREA SANITARY& CONSTRUCTION WASTE MATERIAL AREA CONCRETE WASHOUT AREA 9 4 0 9 4 5 9 5 0 95 5 9 5 5 96 0 9 6 0 96 5 9 6 5 9 3 6 9 3 7 9 3 8 9 3 9 9 4 1 9 4 2 9 4 3 9 4 4 9 4 6 9 4 7 9 4 8 9 4 9 9 5 1 9 5 2 9 5 3 95 4 9 5 4 95 6 9 5 6 95 7 9 5 7 95 8 9 5 8 95 9 9 5 9 96 1 9 6 1 96 2 9 6 2 96 3 9 6 3 96 4 9 6 4 96 6 96 6 9 6 7 96 7 96 8 96 8 SOD SOD SOD 100 YEAR POND ELEVATION =938.14 100 YEAR POND ELEVATION =938.14 FIRST DEFENSE HIGH CAPACITY TREATMENT UNIT AS A POST-CONSTRUCTION FACILITY. PROPOSED LIGHTPOLE SOD SOD SOD SOD S 1 4 ° 0 2 ' 2 6 " E 2 8 . 0 6 ' S89°38'10"E 32.38' N 5 5 ° 0 0 ' 4 6 " W 4 7 . 8 4 ' N00°35'05"E 48.29' S89°22'59"E 24.61' N08°23'29"W 5.27' N89°22'16"W 28.71' S0 1 ° 0 6 ' 2 6 " W 49 . 2 8 ' N89°38'10"W 117.29' S65°2 0 ' 3 7 " W 34.56 'N89°38'10"W 46.25' S 1 4 ° 0 2 ' 2 6 " E 2 . 3 1 ' S89°38'10"E 45.84' N83°56'27"E 52.40' N58°43'23"E 12.85' S89°38'10"E 90.89' N 1 4 ° 0 2 ' 2 6 " W 5 9 . 9 2 ' EMERGENCY SPILLWAY ELEV. =936.55 9 3 5 9 3 5 9 3 3 9 3 4 9 3 4 9 3 6 9 3 6 9 3 7 9 3 7 9 3 8 9 3 8 A A 3.51 AC. 153,112 S.F. OUTLOT 'Z' 1. 1 % 30.00' 25 . 0 0 ' 33.3% 33.3% 33.3% INTERST A T E P A R K W A Y GR A V E L D R I V E EDGE WATER LIGHTPOLE LIGHTPOLE F.F.E. =971.10 F.F.E. =971.10 94 5 95 0 95 5 96 0 96 5 97 0 94 2 94 3 94 4 94 6 94 7 94 8 94 9 95 1 95 2 95 3 95 4 95 6 95 7 95 8 95 9 9 6 1 9 6 2 96 3 96 4 96 6 96 7 96 8 96 9 940 945 950 955 960 965 970 941942943944 946947948949 951 952 953 954 956957958959961 962 963964 966967968969 971 97 1 971 97 1 97 1 972 973 97497 4 97 4 975 972973 974 972 973 97 1 9 7 5 97 1 97 2 9 7 3 9 7 4 9 7 6 97 7 976 977 960 965 959 961 962 963 964964 966 967 96 8 96 9 100 YEAR POND ELEVATION =938.14 3.51 AC. 153,112 S.F. OUTLOT 'Z' 930 935 940 930 935 940 0+00 0+50 1+00 6'3 1 EMERGENCY SPILLWAY ELEV. =936.55 TOP OF BERM ELEV. =938.00 REVISIONS: DATE: SHEET 0 SCALE: BDO AS-BUILT: COOPER CRAWFORD& Associates Civil Engineers & Land Surveyors 475 S. 50th STREET, SUITE 800, WEST DES MOINES, IOWA 50265 PHONE: (515) 224-1344 FAX: (515) 224-1345 JOB NUMBER N CC I-80 WEST INDUSTRIAL 4020 1"=40' 3-7-2023 3 OF 6 2698 EROSION & SEDIMENT CONTROL PLAN SITE PLAN I-80 WEST INDUSTRIAL 800 INTERSTATE PARKWAY, WAUKEE WATER MAIN & SIZE PLAT BOUNDARY SANITARY SEWER & SIZE LEGEND EXISTING/PROPOSED PP/LP XX 990 GAS MAIN & SIZE PP/LP MANHOLE INTAKE HYDRANT UNDERGROUND ELECTRIC CABLE STORM SEWER & SIZE UNDERGROUND TELEPHONE CABLE UNDERGROUND CABLE TV POWER POLE/LIGHT POLE UTILITY BOX/TELEPHONE RISER X X SILT FENCE OR TREES PROPOSED CONTOURS EXISTING CONTOURS UGE UGT CTV 990 ST SAN W 8" 8" 8" G 4 APPROVED FILTRATION SOCK NOTES (EROSION & POLLUTION CONTROL) 1.THE SUBCONTRACTOR RESPONSIBLE FOR EROSION AND POLLUTION CONTROL SHALL CARRY OUT THE MEASURES DETAILED ON THIS SITE PLAN. 2.CONTROLS MUST BE IN GOOD OPERATING CONDITION UNTIL THE CONSTRUCTION ACTIVITY IS COMPLETE AND FINAL STABILIZATION HAS BEEN REACHED. 3.THE SUBCONTRACTOR SHALL INSPECT THE SITE AT MINIMUM ONCE EVERY 7 DAYS. ALL DISTURBED AREAS OF THE SITE, AREAS OF MATERIAL STORAGE, LOCATIONS WHERE VEHICLES ENTER/EXIT THE SITE. ALL OF THE EROSION AND SEDIMENT CONTROLS THAT ARE IDENTIFIED AS PART OF THIS PLAN AND ACCESSIBLE DISCHARGE LOCATIONS MUST BE INSPECTED. 4.THE SUBCONTRACTOR IS TO TAKE NECESSARY ACTIONS TO CORRECT DEFICIENCIES FOUND DURING INSPECTIONS AS SOON AS PRACTICAL BUT IN NO CASE LATER THAN 7 DAYS AFTER THE INSPECTION IN WHICH THE DEFICIENCY WAS FOUND. 5.THE SUBCONTRACTOR SHALL KEEP LOG AND PREPARE WEEKLY REPORTS DETAILING THE INSPECTIONS AND MEASURES TAKEN TO CORRECT ANY AND ALL DEFICIENCIES FOUND IN THE EROSION AND POLLUTION CONTROL MEASURES. THE REPORTS SHALL CONFORM TO THE STANDARDS SET BY THE IOWA DEPARTMENT OF NATURAL RESOURCES. COPIES OF THESE REPORTS SHALL BE FORWARDED TO THE DEVELOPER AND TO COOPER CRAWFORD & ASSOCIATES, L.L.C. 6.AFTER INITIAL GRADING PRIOR TO UTILITY CONSTRUCTION - ALL DISTURBED AREAS OUTSIDE OF THE PROPOSED R.O.W.'S ARE TO HAVE TEMPORARY SEEDING AND MULCHING (TYPE 4 SEED MIXTURE PER SUDAS TABLE 9010.09). CONTRACTOR AND SUBS ARE TO TRY TO MINIMIZE DISTURBANCE TO THESE SEEDED AREAS THROUGH THE USE OF SPECIFIC ACCESS ROUTES WITHIN THE SITE. 7.DURING CONSTRUCTION, IF IT BECOMES EVIDENT THAT A DISTURBED AREA WILL NOT BE DISTURBED FOR 14 DAYS, IT SHALL BE STABILIZED IMMEDIATELY. 8.SODDING TO BE DONE IMMEDIATELY AFTER FINAL GRADING. 9.ANY FAILED AREAS OF SEEDING/MULCHING SHALL BE REAPPLIED. 10.ANY SOIL OR SPILL WASHED, TRACKED OR DROPPED ONTO ADJOINING RIGHT-OF-WAYS AND PROPERTY WILL BE CLEANED UP BY THE END OF THE WORKING DAY AND PRIOR TO A RAIN EVENT. 11.FILTER SOCKS ARE TO BE INSPECTED ONCE A WEEK AND AFTER EACH RAINSTORM, LOOK FOR UNDERCUTTING AND FAILURES IN FABRIC. REPLACE/REPAIR AS NECESSARY. 12.ADDITIONAL FILTER SOCKS (TO THAT SHOWN ON THIS PLAN) MAY BE REQUIRED IN AREAS WHERE EROSION IS EVIDENT. 13.FILTER SOCKS ARE TO BE CLEANED UP WHEN THEY HAVE LOST 50% OF THEIR CAPACITY. 14.ALL INTAKES SHALL HAVE FILTER SOCKS PRIOR TO PAVING AND INLET FILTERS AFTER PAVING. THESE FILTERS REMAIN IN PLACE UNTIL THE SITE HAS A PERMANENT PERENNIAL GROUND COVER. 15.ALL INTAKES SHALL BE COVERED DURING CONSTRUCTION TO PREVENT SEDIMENTATION DEPOSITS WITHIN THE STORM SEWER. 16.IN THE EVENT THAT SEEDING/MULCHING DOES NOT OCCUR PRIOR TO WINTER, ALL DISTURBED AREAS WILL BE MULCHED. 17.NO BORROW/SPOILS SITES ARE ANTICIPATED. 18.EROSION CONTROL CONTACT NEXT PHASE DEVELOPMENT. 19.CONTRACTOR WILL PROVIDE SAWCUTTING / GRINDING SLURRY CONTAINMENT AND DISPOSAL. EX. TEMPORARY STANDPIPE DETAIL NO SCALE DISTURBED AREA CALCULATIONS TOTAL SITE AREA =216,011 S.F. DISTURBED AREA =170,365 S.F. (78.8%) EROSION CONTROL QUANTITIES 130 L.F. INLET PROTECTION 1,660 L.F.SILT FENCE 1,255 S.F.CONSTRUCTION ENTRANCE 115 S.F.CONCRETE WASHOUT 5 TONS CLASS 'C' RIP RAP 3,750 S.Y.ROLLED EROSION CONTROL PRODUCT KEP-S2 45,929 S.F.HYDROSEEDED AREA WITH TYPE 2 SUDAS MIX 18,737 S.F.SOD (FRONT OF SITE ONLY) 3-21-2023 4-5-2023 4-18-2023 5-2-2023 ROLLED EROSION CONTROL PRODUCT LOCATION SCALE: 1"=50' 5-26-2023 BERM SECTION A-A SCALE: 1"=30' 6-7-2023 6-13-2023 INTERST A T E P A R K W A Y S S ST ST ST FT FT FT GR A V E L D R I V E CO N C R E T E EDGE WATER FIELD TILES (TO BE REMOVED) FIELD TILES (TO BE REMOVED) REMOVE EXISTING BLOWOFF HYD. & CONNECT TO EX. MAIN LIGHTPOLE LIGHTPOLE EX. SAN MH RIM =977.01 FL W =962.87 FL E =962.81 EX. INTAKE GRATE =974.10 CHANGE GRATE TO SW-603 TYPE 'Q' EX. INTAKE GRATE =974.25 EX. STORM MH RIM =972.58 FL N =955.08 FL S =954.86 FL E =966.28 FL W =963.77 EX. SAN MH RIM =973.30 FL W =964.68 FL E=964.63 EX. INTAKE GRATE =971.58 EX. INTAKE GRATE =971.52 EX. 54" F.E.S. FL =939.41 EX. STORM MH RIM =953.20 FL N =944.60 FL S =939.80 EX. STORM MH RIM =964.23 FL NE =960.85 FL N =952.43 FL S =945.15 EX. ST MH RIM =974.72 FL W =970.46 EX. ST MH RIM =972.26 FL E =965.68 FL N =966.74 FL W =965.84 ST ST APROX. LOCATION EX. 6" SAN SERVICE FL =+/- 952.68 S S S EX. SAN MH RIM =980.39 FL W =962.07 FL E=962.08 FL S=961.99 EX. SAN MH RIM =971.87 FL E=951.52 FL N =951.55 FL S=951.47 EX. SAN MH RIM =956.57 FL N =942.49 FL S=942.45 2827 5 4 PROPOSED 35 L.F. 6" SANITARY SERVICE @ 1.0% OUTDOOR STORAGE SW 511 INTAKE #1 TYPE 'Q' CASTING GR.=970.45 INV (N)=966.55 INV (S)=966.45 SW 511 INTAKE #2 TYPE 'Q' CASTING GR.=970.45 INV(N)=966.00 INV(S)=965.90 SW 511 INTAKE #3 TYPE 'Q' CASTING GR.=970.45 INV(N)=965.00 INV(S)=964.90 SW 511 INTAKE #4 TYPE 'Q' CASTING GR.=970.45 INV(N)=964.45 INV(S)=964.35 SW 502 INTAKE # 5 TYPE 'R' CASTING GR.=970.45 INV(N)=963.27 INV(S)=956.85 75 LF 18" N12 @ 0.60% 75 LF 18" N12 @ 1.20% 75 LF 24" N12 @ 0.60% 18" F.E.S. INV=934.26 W/ 5 TONS CLASS 'C' RIP RAP SW-401 MANHOLE W/ SW-602 CASTING RIM=948.00 INV(NW)=943.35 INV(SW)=936.35 55LF 24" N12 @ 3.80% 108 LF 24" N12 @ 1.00% 135 LF 24" N12 @ 10.00% INTAKE #7 3' DIA. FIRST DEFENSE HIGH CAPACITY TREATMENT UNIT GR.=969.65 INV=962.65 18 LF 12" N12 @ 10.00% 6" NYLOPLAST INT. GR.=970.00 INV=967.61 6" NYLOPLAST INT. GR.=970.00 INV=967.31 50 L.F. 6" SUBDRAIN @ 0.60% 6" NYLOPLAST INT. GR.=970.00 INV=967.01 50 L.F. 6" SUBDRAIN @ 0.60% 76 L.F. 6" SUBDRAIN @ 0.60% 6" NYLOPLAST INT. GR.=970.00 INV=966.85 74 L.F. 6" SUBDRAIN @ 0.40% 6" NYLOPLAST INT. GR.=970.00 INV=966.99 35 L.F. 6" SUBDRAIN @ 0.40% 35 L.F. 6" SUBDRAIN @ 0.40% 27 L.F. 6" SUBDRAIN @ 0.40% 6" NYLOPLAST INT. GR.=970.00 INV=967.13 50 L.F. 6" SUBDRAIN @ 0.40% 50 L.F. 6" SUBDRAIN @ 0.40% 6" NYLOPLAST INT. GR.=970.00 INV=967.33 6" NYLOPLAST INT. GR.=970.00 INV=967.53 6" NYLOPLAST INT. GR.=970.00 INV=967.73 PROPOSED HYDRANT W12" W12" SAN8" SAN8" SAN 8" W6 " SA N 8" S T 1 5 " ST15" ST36" ST36" ST 54 " ST 54 " ST 54 " SA N 8" SA N 8" PROPOSED SAND/OIL INTERCEPTOR TO BE SIZED BY MECHANICAL OR PLUBMING CONTRACTORPROPOSED SAND/OIL INTERCEPTOR TO BE SIZED BY MECHANICAL OR PLUBMING CONTRACTOR ROOF DRAIN (TYP.) ROOF DRAIN (TYP.)ROOF DRAIN (TYP.) ROOF DRAIN (TYP.) T T G GPROPOSED GAS METER PROPOSED TRANSFORMER PROPOSED GAS METER PROPOSED TRANSFORMER CC#1 CC#2 CC#3 FIRE RISER ROOM FIRE RISER ROOM FDC FDC 6"x6"x6" TEE PROPOSED LIGHTPOLE INSTALL ROMAC CB STYLE SADDLE INV. =963.64 PROPOSED 35 L.F. 6" SANITARY SERVICE @ 1.0% CC#4 PROPOSED 14 L.F. 6" SANITARY SERVICE @ 1.0% INV @ BLDG =952.52 TO BE VERIFIED BY MECHANICAL CONTRACTOR INV @ BLDG =964.00 TO BE VERIFIED BY MECHANICAL CONTRACTOR INV @ BLDG =952.52 TO BE VERIFIED BY MECHANICAL CONTRACTOR INV =952.40 TO BE VERIFIED BY MECHANICAL CONTRACTOR S 1 4 ° 0 2 ' 2 6 " E 2 8 . 0 6 ' S89°38'10"E 32.38' N 5 5 ° 0 0 ' 4 6 " W 4 7 . 8 4 ' R15.00' 3.51 AC. 153,112 S.F. OUTLOT 'Z' REVISIONS: DATE: SHEET 0 SCALE: BDO AS-BUILT: COOPER CRAWFORD& Associates Civil Engineers & Land Surveyors 475 S. 50th STREET, SUITE 800, WEST DES MOINES, IOWA 50265 PHONE: (515) 224-1344 FAX: (515) 224-1345 JOB NUMBER N CC I-80 WEST INDUSTRIAL 3015 1"=30' 3-7-2023 4 OF 6 2698 UTILITY PLAN SITE PLAN I-80 WEST INDUSTRIAL 800 INTERSTATE PARKWAY, WAUKEE WATER MAIN & SIZE PLAT BOUNDARY SANITARY SEWER & SIZE LEGEND EXISTING/PROPOSED PP/LP XX 990 GAS MAIN & SIZE PP/LP MANHOLE INTAKE HYDRANT UNDERGROUND ELECTRIC CABLE STORM SEWER & SIZE UNDERGROUND TELEPHONE CABLE UNDERGROUND CABLE TV POWER POLE/LIGHT POLE UTILITY BOX/TELEPHONE RISER X X SILT FENCE OR TREES PROPOSED CONTOURS EXISTING CONTOURS UGE UGT CTV 990 ST SAN W 8" 8" 8" G 4 APPROVED FILTRATION SOCK NOTES (UTILITY) 1.ALL ELECTRICAL, TELEPHONE AND CABLE TELEVISION TRANSMISSION SYSTEMS SHALL BE PLACED UNDERGROUND. ANY TELEPHONE, ELECTRICAL, OR OTHER UTILITY BOXES SHALL BE PROHIBITED FROM BEING LOCATED IN THE FRONT YARD AREA AND VISIBLE FROM THE PUBLIC RIGHT-OF-WAY. 2.THE LOCATIONS AND DIMENSIONS SHOWN ON THE PLANS FOR EXISTING FACILITIES ARE IN ACCORDANCE WITH AVAILABLE INFORMATION WITHOUT UNCOVERING AND MEASURING. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF THIS INFORMATION OR THAT ALL EXISTING UNDERGROUND FACILITIES ARE SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL PUBLIC AND/OR PRIVATE UTILITIES SERVING THE AREA TO DETERMINE THE PRESENT EXTENT AND EXACT LOCATION OF THEIR FACILITIES BEFORE BEGINNING WORK. 3.THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE CONTRACTOR SHALL NOTIFY THE PROPER UTILITY IMMEDIATELY UPON BREAKING OR DAMAGE TO ANY UTILITY LINE OR APPURTENANCE, OR THE INTERRUPTION OF THEIR SERVICE. HE SHALL NOTIFY THE PROPER UTILITY INVOLVED. IF EXISTING UTILITY LINES ARE ENCOUNTERED THAT CONFLICT IN LOCATION WITH NEW CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER SO THAT THE CONFLICT MAY BE RESOLVED. 4.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 2023 WAUKEE STANDARD SPECIFICATIONS AND 2023 SUDAS. 5.THE SITE UTILITY CONTRACTOR SHALL COORDINATE THE BUILDING SERVICE CONNECTIONS WITH THE BUILDING MECHANICAL CONTRACTOR. 6.WORK WITHIN PUBLIC R.O.W., CONNECTION TO PUBLIC IMPROVEMENTS, AND ALL WORK ASSOCIATED WITH PUBLIC IMPROVEMENTS SHALL COMPLY WITH THE CITY OF WAUKEE STANDARD SPECIFICATIONS INCLUDING ALL APPLICABLE PERMITS. 7.ALL EXISTING UTILITIES ON THE PLAN ARE PUBLIC UNLESS OTHERWISE NOTED. 8.ALL SIDEWALKS ARE LESS THAN 1 UNIT VERTICAL TO 20 UNITS HORIZONTAL. 9.CONTACT CITY OF WAUKEE PUBLIC WORKS AT LEAST ONE WEEK PRIOR TO CONSTRUCTION. 10.ALL CONNECTIONS TO EXISTING PUBLIC STRUCTURES SHALL BE CORE DRILLED. 11.PROPERTY OWNER SHALL MAINTAIN PRIVATE STORM SEWER AND DETENTION BASINS. 12.WATERMAIN WILL HAVE TO BE PRESSURE TESTED AND DISINFECTED BEFORE USE. 13.ALL UTILITIES ARE TO BE TESTED TO CITY OF WAUKEE STANDARDS AND THE CITY OF WAUKEE IS TO WITNESS ALL TESTING. 14.COORDINATE TIE-IN TO EXISTING PUBLIC UTILITIES WITH THE CITY OF WAUKEE ENGINEERING DEPARTMENT. 15.ALL HYDRANTS ARE TO HAVE 5-INCH STORZ FITTINGS. 16.APRON DIMENSIONS ARE PER SUDAS FIG. 9040.110. 14.ALL MECHANICAL UNITS THAT ARE ROOFTOP OR GROUND MOUNTED THE UNITS MUST BE SCREENED FROM PUBLIC VIEW. WATER SERVICE DETAIL NO SCALE BUILDING VALVEVALVE 5' **SIZES TO BE VERIFIED BY MECHANICAL CONTRACTOR WATER MAIN STOP BOX W 2" W 6" 6-INCH SUBDRAIN DETAIL NO SCALE GRANULAR BACKFILL (PEA GRAVEL) 6-INCH PERFORATED DRAIN TILE TOPSOIL(30%) COMPOST (20%) SAND(50%) BACKFILL (NON-COMPACTED) CRITICAL CROSSINGS CC#1 SANITARY SEWER BOTTOM PIPE =963.89 TOP PIPE =964.56 STORM SEWER BOTTOM PIPE =967.22 TOP PIPE =967.72 CC#2 STORM SEWER BOTTOM PIPE =966.87 TOP PIPE =967.32 WATER BOTTOM PIPE =964.60 TOP PIPE =965.27 CC#3 STORM SEWER BOTTOM PIPE =966.62 TOP PIPE =967.12 WATER BOTTOM PIPE =964.35 TOP PIPE =965.02 CC#4 SANITARY SEWER BOTTOM PIPE =963.92 TOP PIPE =964.59 STORM SEWER BOTTOM PIPE =967.27 TOP PIPE =967.77 3-21-2023 4-5-2023 4-18-2023 5-2-2023 5-26-2023 6-7-2023 6-13-2023 E ST ST FT FT FT GR A V E L D R I V E ELECTRIC RISER EDGE WATER FIELD TILES (TO BE REMOVED) FIELD TILES (TO BE REMOVED)EX. 54" F.E.S. FL =939.41 EX. STORM MH RIM =953.20 FL N =944.60 FL S =939.80 EX. STORM MH RIM =964.23 FL NE =960.85 FL N =952.43 FL S =945.15 EX. 48" F.E.S. FL =927.54 EX. 42" F.E.S. FL =927.50 APROX. LOCATION EX. 6" SAN SERVICE FL =+/- 952.68 S S S EX. SAN MH RIM =971.87 FL E=951.52 FL N =951.55 FL S=951.47 EX. SAN MH RIM =956.57 FL N =942.49 FL S=942.45 EX. SAN MH RIM =940.22 FL N =923.10 FL S=923.02 EX. 48" PIPE FL =929.06 EX. 42" PIPE FL =929.01 2827 4 OUTDOOR STORAGE SW 511 INTAKE #2 TYPE 'Q' CASTING GR.=970.45 INV(N)=966.00 INV(S)=965.90 SW 511 INTAKE #3 TYPE 'Q' CASTING GR.=970.45 INV(N)=965.00 INV(S)=964.90 SW 511 INTAKE #4 TYPE 'Q' CASTING GR.=970.45 INV(N)=964.45 INV(S)=964.35 SW 502 INTAKE # 5 TYPE 'R' CASTING GR.=970.45 INV(N)=963.27 INV(S)=956.85 75 LF 18" N12 @ 1.20% 75 LF 24" N12 @ 0.60% 18" F.E.S. INV=934.26 W/ 5 TONS CLASS 'C' RIP RAP SW-401 MANHOLE W/ SW-602 CASTING RIM=948.00 INV(NW)=943.35 INV(SW)=936.35 55LF 24" N12 @ 3.80% 108 LF 24" N12 @ 1.00% 135 LF 24" N12 @ 10.00% INTAKE #7 3' DIA. FIRST DEFENSE HIGH CAPACITY TREATMENT UNIT GR.=969.65 INV=962.65 ST 54 " ST 54 " S T 4 8 " S T 4 2 " SA N 8" SA N 8" ROOF DRAIN (TYP.) ROOF DRAIN (TYP.)ROOF DRAIN (TYP.) ROOF DRAIN (TYP.) T T G GPROPOSED GAS METER PROPOSED TRANSFORMER PROPOSED GAS METER PROPOSED TRANSFORMER OVERFLOW =939.58 WILL DISCHARGE TO UNAMED CREEKS AND STREAMS ULTIMATELY TO THE NORTH RACOON RIVER INV @ BLDG =952.52 TO BE VERIFIED BY MECHANICAL CONTRACTOR INV @ BLDG =952.52 TO BE VERIFIED BY MECHANICAL CONTRACTOR INV =952.40 TO BE VERIFIED BY MECHANICAL CONTRACTOR S 1 4 ° 0 2 ' 2 6 " E 2 8 . 0 6 ' S89°38'10"E 32.38' N 5 5 ° 0 0 ' 4 6 " W 47 . 8 4 ' N00°35'05"E 48.29' S89°22'59"E 24.61' N08°23'29"W 5.27' N89°22'16"W 28.71' S0 1 ° 0 6 ' 2 6 " W 49 . 2 8 ' N89°38'10"W 117.29' S65°2 0 ' 3 7 " W 34.56 ' N89°38'10"W 46.25' S 1 4 ° 0 2 ' 2 6 " E 2 . 3 1 ' S89°38'10"E 45.84' N83°56'27"E 52.40' N58°43'23"E 12.85' S89°38'10"E 90.89' N 1 4 ° 0 2 ' 2 6 " W 5 9 . 9 2 ' FL =932.10 40 L.F. 3" PVC @ 1.00% FL =932.50 3.51 AC. 153,112 S.F. OUTLOT 'Z' REVISIONS: DATE: SHEET 0 SCALE: BDO AS-BUILT: COOPER CRAWFORD& Associates Civil Engineers & Land Surveyors 475 S. 50th STREET, SUITE 800, WEST DES MOINES, IOWA 50265 PHONE: (515) 224-1344 FAX: (515) 224-1345 JOB NUMBER N CC I-80 WEST INDUSTRIAL 3015 1"=30' 3-7-2023 5 OF 6 2698 UTILITY PLAN SITE PLAN I-80 WEST INDUSTRIAL 800 INTERSTATE PARKWAY, WAUKEE WATER MAIN & SIZE PLAT BOUNDARY SANITARY SEWER & SIZE LEGEND EXISTING/PROPOSED PP/LP XX 990 GAS MAIN & SIZE PP/LP MANHOLE INTAKE HYDRANT UNDERGROUND ELECTRIC CABLE STORM SEWER & SIZE UNDERGROUND TELEPHONE CABLE UNDERGROUND CABLE TV POWER POLE/LIGHT POLE UTILITY BOX/TELEPHONE RISER X X SILT FENCE OR TREES PROPOSED CONTOURS EXISTING CONTOURS UGE UGT CTV 990 ST SAN W 8" 8" 8" G 4 APPROVED FILTRATION SOCK NOTES (UTILITY) 1.ALL ELECTRICAL, TELEPHONE AND CABLE TELEVISION TRANSMISSION SYSTEMS SHALL BE PLACED UNDERGROUND. ANY TELEPHONE, ELECTRICAL, OR OTHER UTILITY BOXES SHALL BE PROHIBITED FROM BEING LOCATED IN THE FRONT YARD AREA AND VISIBLE FROM THE PUBLIC RIGHT-OF-WAY. 2.THE LOCATIONS AND DIMENSIONS SHOWN ON THE PLANS FOR EXISTING FACILITIES ARE IN ACCORDANCE WITH AVAILABLE INFORMATION WITHOUT UNCOVERING AND MEASURING. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF THIS INFORMATION OR THAT ALL EXISTING UNDERGROUND FACILITIES ARE SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL PUBLIC AND/OR PRIVATE UTILITIES SERVING THE AREA TO DETERMINE THE PRESENT EXTENT AND EXACT LOCATION OF THEIR FACILITIES BEFORE BEGINNING WORK. 3.THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE CONTRACTOR SHALL NOTIFY THE PROPER UTILITY IMMEDIATELY UPON BREAKING OR DAMAGE TO ANY UTILITY LINE OR APPURTENANCE, OR THE INTERRUPTION OF THEIR SERVICE. HE SHALL NOTIFY THE PROPER UTILITY INVOLVED. IF EXISTING UTILITY LINES ARE ENCOUNTERED THAT CONFLICT IN LOCATION WITH NEW CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER SO THAT THE CONFLICT MAY BE RESOLVED. 4.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 2023 WAUKEE STANDARD SPECIFICATIONS AND 2023 SUDAS. 5.THE SITE UTILITY CONTRACTOR SHALL COORDINATE THE BUILDING SERVICE CONNECTIONS WITH THE BUILDING MECHANICAL CONTRACTOR. 6.WORK WITHIN PUBLIC R.O.W., CONNECTION TO PUBLIC IMPROVEMENTS, AND ALL WORK ASSOCIATED WITH PUBLIC IMPROVEMENTS SHALL COMPLY WITH THE CITY OF WAUKEE STANDARD SPECIFICATIONS INCLUDING ALL APPLICABLE PERMITS. 7.ALL EXISTING UTILITIES ON THE PLAN ARE PUBLIC UNLESS OTHERWISE NOTED. 8.ALL SIDEWALKS ARE LESS THAN 1 UNIT VERTICAL TO 20 UNITS HORIZONTAL. 9.CONTACT CITY OF WAUKEE PUBLIC WORKS AT LEAST ONE WEEK PRIOR TO CONSTRUCTION. 10.ALL CONNECTIONS TO EXISTING PUBLIC STRUCTURES SHALL BE CORE DRILLED. 11.PROPERTY OWNER SHALL MAINTAIN PRIVATE STORM SEWER AND DETENTION BASINS. 12.WATERMAIN WILL HAVE TO BE PRESSURE TESTED AND DISINFECTED BEFORE USE. 13.ALL UTILITIES ARE TO BE TESTED TO CITY OF WAUKEE STANDARDS AND THE CITY OF WAUKEE IS TO WITNESS ALL TESTING. 14.COORDINATE TIE-IN TO EXISTING PUBLIC UTILITIES WITH THE CITY OF WAUKEE ENGINEERING DEPARTMENT. 15.ALL HYDRANTS ARE TO HAVE 5-INCH STORZ FITTINGS. 16.APRON DIMENSIONS ARE PER SUDAS FIG. 9040.110. 3-21-2023 AA STABLE GROUND CONSTRUCT NOTCH AT END OF APRON DEPTH = 2T T MIN. 1.5' SLOPE =0% ENGINEERING FABRIC FOOTING FOR APRON 14 ' 14' 1 2 PI P E DI A M E T E R , D 6' TO E O F S L O P E RIP RAP FOR PIPE OUTLET SUDAS 9040.110 NO SCALE PROFILE SECTION A-A PLAN 6' 8' MEDIUM STONE DIAMETER D50=0.50' 4-5-2023 FIRST DEFENDER HIGH CAPICTY TREATMENT UNIT NO SCALE 4-18-2023 5-2-2023 5-26-2023 6-7-2023 6-13-2023 EX. 10' P . U . E . B K . 2 0 1 8 P G . 1 9 0 9 7 EX. 20' S A N . S E W E R E A S E . B K . 2 0 1 8 P G . 1 9 0 9 8 EX. 40.00' STORM SEWER EASE. BK. 2018 PG. 19101 EX. DETENTION EASEMENT BK. 2018 PG. 19099 100-YEAR FLOOD ELEVATION =938.14 EXISTING POND ELEVATION =934.30 EX. 30.00' STORM SEWER EASEMENT BK. 2018 PG. 19101 INTERST A T E P A R K W A Y S S ST E ST ST FTFT FT GR A V E L D R I V E CO N C R E T E ELECTRIC RISER EDGE WATER LIGHTPOLE LIGHTPOLE ST ST S S S S 2827 5 4 1-PG 1-GT 1-PG 1-PG 1-PG 1-MP 1-AC 1-MP 1-AC 1-MP 1-AC 1-MP 1-AC 1-GT 1-TC 1-GB 1-GT 1-TC 1-TC 1-GB 1-GT 1-GB 7-HS 7-HS 8-HS 7-FR OUTDOOR STORAGE W12" W12" W6 " 2-MP T T G GPROPOSED GAS METER PROPOSED TRANSFORMER PROPOSED GAS METER PROPOSED TRANSFORMER OVERFLOW =939.58 WILL DISCHARGE TO UNAMED CREEKS AND STREAMS ULTIMATELY TO THE NORTH RACOON RIVER SOD SOD SOD SOD SOD SEED SEED SEED SEED SEED SEED SE E D SE E D SE E D SE E D SEED PROPOSED LIGHTPOLE SOD SOD SOD SOD SOD SOD SOD S 1 4 ° 0 2 ' 2 6 " E 2 8 . 0 6 ' S89°38'10"E 32.38' N 5 5 ° 0 0 ' 4 6 " W 4 7 . 8 4 ' N00°35'05"E 48.29' S89°22'59"E 24.61' N08°23'29"W 5.27' N89°22'16"W 28.71' S0 1 ° 0 6 ' 2 6 " W 49 . 2 8 ' N89°38'10"W 117.29' S65°2 0 ' 3 7 " W 34.56 'N89°38'10"W 46.25' S 1 4 ° 0 2 ' 2 6 " E 2 . 3 1 ' S89°38'10"E 45.84' N83°56'27"E 52.40' N58°43'23"E 12.85' S89°38'10"E 90.89' N 1 4 ° 0 2 ' 2 6 " W 5 9 . 9 2 ' ADDED DETENTION EASEMENT ADDED DETENTION EASEMENT 3.51 AC. 153,112 S.F. OUTLOT 'Z' 30.00' 25 . 0 0 ' REVISIONS: DATE: SHEET 0 SCALE: BDO AS-BUILT: COOPER CRAWFORD& Associates Civil Engineers & Land Surveyors 475 S. 50th STREET, SUITE 800, WEST DES MOINES, IOWA 50265 PHONE: (515) 224-1344 FAX: (515) 224-1345 JOB NUMBER N CC I-80 WEST INDUSTRIAL 4020 1"=40' 3-7-2023 6 OF 6 2698 LANDSCAPE PLAN SITE PLAN I-80 WEST INDUSTRIAL 800 INTERSTATE PARKWAY, WAUKEE WATER MAIN & SIZE PLAT BOUNDARY SANITARY SEWER & SIZE LEGEND EXISTING/PROPOSED PP/LP XX 990 GAS MAIN & SIZE PP/LP MANHOLE INTAKE HYDRANT UNDERGROUND ELECTRIC CABLE STORM SEWER & SIZE UNDERGROUND TELEPHONE CABLE UNDERGROUND CABLE TV POWER POLE/LIGHT POLE UTILITY BOX/TELEPHONE RISER X X SILT FENCE OR TREES PROPOSED CONTOURS EXISTING CONTOURS UGE UGT CTV 990 ST SAN W 8" 8" 8" G 4 APPROVED FILTRATION SOCK NOTES (LANDSCAPE) 1.ALL SITEWORK, SODDING, & LANDSCAPING SHALL BE IN ACCORDANCE WITH 2023 WAUKEE STANDARD SPECIFICATIONS AND 2023 SUDAS. 2.LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS FOR A PERIOD OF ONE YEAR FROM DATE OF INSTALLATION. 3.ALL PLANT MATERIAL SHALL AT LEAST MEET MINIMUM REQUIREMENTS SHOWN IN THE "AMERICAN STANDARD FOR NURSERY STOCK" (ANSI Z60.1-1986). 4.NO PLANT MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATION FROM THE LANDSCAPE ARCHITECT. 5.ALL DECIDUOUS TREES WITH CALIPER OF 2 TO 3 INCHES SHALL BE STAKED; ALL DECIDUOUS TREES WITH CALIPER GREATER THAN 3-INCHES SHALL BE GUYED; EVERGREEN TREES GREATER THAN 8 FEET IN HEIGHT SHALL BE GUYED; STAKING AT HEIGHTS LESS THAN 8 FEET IS NOT NECESSARY. REFER TO PLAN AND DETAILS FOR SPECIFIC PLANTING INSTRUCTIONS. 6.ALL TREES, SHRUBS & GROUND COVERS SHALL BE MULCHED WITH AT LEAST 3" SHREDDED BARK MULCH. 7.PLANT QUANTITIES ARE FOR CONTRACTORS CONVENIENCE. DRAWINGS SHALL PREVAIL WHERE CONFLICT OCCURS. 8.THE CONTRACTOR SHALL VERIFY THE LOCATION AND PROTECT ALL UTILITIES AND STRUCTURES. DAMAGE TO UTILITIES AND STRUCTURES SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER. 9.ONE WEEK PRIOR TO INSTALLATION, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT COOPER CRAWFORD & ASSOCIATES, LLC. 10.SOD R.O.W. AND FRONT AREA OF THE LOT. THE REMAINDER OF THE DISTURBED AREAS WILL BE HYDROSEEDED WITH TYPE 2 SUDAS MIX.. 11.DECIDUOUS TREES SHALL BE NO CLOSER THAN 5 FEET AND CONIFEROUS TREES NO CLOSER THAN 10 FEET TO STREETS OR SIDEWALKS. 12.ANY PLANT SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY THE WAUKEE COMMUNITY DEVELOPMENT DEPARTMENT. 13.AC UNITS ARE LOCATED ON THE ROOF AND WILL BE SCREENED FROM THE STREET PER CITY CODE. PLANTING SCHEDULE COUNT KEY Botanical name/COMMON NAME SIZE CONDITION REMARKS 4 GT Gleditsia triacanthos 8' min..TS / B&B SEE PLAN SKYLINE HONEYLOCUST 3 GB Gingko biloba 8' min.TS / B&B MALE ONLY GINGKO 3 TC Tillia cordata 8' min.TS / B&B SEE PLAN LITTLELEAF LINDEN 4 PG Picea glauca 8' min.TS / B&B SEE PLAN BLACK HILLS SPRUCE 4 AC Amelanchier canadensis (clump)6' min.TS / B&B SEE PLAN SERVICEBERRY 6 MP Malus species 'Prairiefire'6' min.TS / B&B SEE PLAN PRAIRIEFIRE CRABAPPLE 7 FR Calamagrostis acutiflora #1 cont.CONT.SEE PLAN FEATHER REED GRASS 22 HS Hemerocallis 'Stella de Oro'#1 cont.CONT.SEE PLAN DAYLILY OFF STREET PARKING LANDSCAPE REQUIREMENTS ALL ISLANDS SHALL BE PLANTED WITH AN ORNAMENTAL OR OVERSTORY TREE 50% OF ISLANDS SHALL HAVE AN OVERSTORY TREE REQUIRED:10 TREES ALONG R.O.W. PROPOSED: 10 OVERSTORY ALONG R.O.W. AREA BETWEEN PARKING AND R.O.W. SHALL BE LANDSCAPED WITH A MINIMUM OF ONE OVERSTORY TREE PER 40 L.F. OF FRONTAGE. THESE SHALL COUNT TOWARDS OPEN SPACE LANDSCAPING NUMBERS. 404 L.F. FRONTAGE (404/40 =10) DECIDUOUS OVERSTORY TREES SHALL BE A MINIMUM OF EIGHT FEET IN HEIGHT. EVERGREEN TREES SHALL BE A MINIMUM OF SIX FEET IN HEIGHT. DECIDUOUS UNDERSTORY TREES SHALL BE A MINIMUM OF SIX FEET IN HEIGHT. OPEN SPACE LANDSCAPE REQUIREMENTS BASED ON 15% REQUIRED USABLE OPEN SPACE NOT WITHIN THE DETENTION EASEMENT =157,259 * 15% =32,402 S.F. (1 TREES AND 1 SHRUB PER 1,000 S.F. OPEN SPACE 23,588 / 1000 =24) 50% SHALL BE OVERSTORY AND 25% SHALL BE EVERGREEN REQUIRED:24 TREES 24 SHRUBS PROPOSED:10 OVERSTORY 4 EVERGREENS 10 UNDERSTORY 28 SHRUBS NORTH IF NECESSARY, PLACE TWO OPPOSING STEEL T-STAKES OUTSIDE THE ROOT BALL, WITH ARBOR TIE SECURING TREE. TIES PREFERRED IN LOWER 1/2 OF TRUNK TO ALLOW MOVEMENT. STAKING ORIENTATION ROOT FLARE2-4" MULCH KEEP MULCH 2-3" BACK FROM TRUNK USE WATER TO SETTLE SOIL. DO NOT USE FEET OR SHOVEL HANDLE TO PACK SOIL. SET ROOT BALL ON FLAT, FIRMLY PACKED SOIL. ENSURE THAT TREE IS STRAIGHT. REMOVE CONTAINER, CAGE, BURLAP, LABELS NOTE: ·DO NOT SET TOP OF ROOT BALL AT FINISHED GRADE. IT IS ESSENTIAL THAT THE ROOT FLARE BE EXPOSED BEFORE PLANTING, SO THE TREE CAN BE SET TO SHOW ROOT FLARE AT FINISHED GRADE. TREE PLANTING STEPS: 1.PEEL BACK ROPE/BURLAP/CAGE AND REMOVE SUFFICIENT SOIL TO EXPOSE ROOT FLARE. 2.MEASURE FROM ROOT FLARE TO BOTTOM OF ROOT BALL. 3.DIG HOLE TO DEPTH WHERE TOPMOST ROOTS ARE BURIED 1-2 INCHES AND THE ROOT FLARE SITS SLIGHTLY ABOVE THE GROUND LEVEL. DIG A HOLE 2-3 TIMES WIDER THAN THE DIAMETER OF THE ROOT BALL WITH SLOPING SIDES TO ALLOW FOR PROPER ROOT GROWTH 4.REMOVE LOWER 1/3 OF WIRE CAGE. 5.SET TREE IN PLANTING HOLE. SUPPORT WITH SOME SOIL, ENSURE THAT IT'S STRAIGHT, THEN REMOVE ENTIRE BALANCE OF WIRE CAGE AND TOP 2/3 OF BURLAP. 6.BACKFILL 2/3 OF LOOSE NATIVE SOIL. (UNLESS ITS ALL CLAY) AND USE WATER TO SETTLE. DO NOT TAMP OR STEP ON SOIL. 7.BACKFILL BALANCE AND WATER AGAIN. EXCESS SOIL MAY BE USED TO CREATE A BERM / SAUCER OUTSIDE OF ROOT BALL. 8.ADD 2-4" OF WOOD MULCH, LEAVING A 1-2 INCH CLEARANCE BETWEEN THE MULCH AND THE TRUNK. 9.WATER A FINAL TIME. DECIDUOUS TREE PLANTING & STAKING DETAIL NO SCALE NORTH 6" VARIES 6" DO NOT CUT OR DAMAGE LEADER ALL MATERIALS AS SPECIFIED RUBBER HOSE STEEL FENCE POST STAKE POSTS IN UNDISTURBED SOIL STAKING ORIENTATION MULCH PLANTING SOIL BACKFILL ROOT BALL REMOVE ENTIRE CONTAINER (CONTAINER GROWN), OR CUT ALL CORDS AND REMOVE COVERING FROM TOP OF ROOT BALL (BALL & BURLAPPED) EVERGREEN TREE PLANTING & STAKING DETAIL NO SCALE MULCH 6"6" ROOT BALL (CONTAINER GROWN) REMOVE ENTIRE CONTAINER BEFORE INSTALLATION ROOT BALL (BALL&BURLAPPED) CUT ALL CORDS AND REMOVE COVERING FROM TOP OF ROOT BALL BEFORE INSTALLATION ALL MATERIALS AS SPECIFIED-SEE SITE PLANS FOR SPACING SHRUB PLANTING DETAIL NO SCALE 3-21-2023 4-5-2023 4-18-2023 5-2-2023 5-26-2023 6-7-2023 6-13-2023 Level 1 0'-0" TOW 24'-0" ARCHITECTURAL PRECAST, PAINT COLOR 1, LIGHT GRAY ARCHITECTURAL PRECAST, PAINT COLOR 2, DARK GRAY ALUMINUM STOREFRONT WINDOWS Level 1 0'-0" Level 1 0'-0" TOW 24'-0" TOW 24'-0" 15 14 13 12 11 10 9 8 7 6 5 4 3 2 ARCHITECTURAL PRECAST, PAINT COLOR 1, LIGHT GRAY ARCHITECTURAL PRECAST, PAINT COLOR 2, DARK GRAY OVERHEAD DOORS (BLACK) W/ GLAZING 2'- 0 " 6 ' - 0 " 6 ' - 0 " 6 ' - 0 " 4 ' - 0 " Level 1 0'-0" TOW 24'-0" ACDB ARCHITECTURAL PRECAST, PAINT COLOR 1, LIGHT GRAY ARCHITECTURAL PRECAST, PAINT COLOR 2, DARK GRAY Level 1 0'-0" Level 1 0'-0" TOW 24'-0" TOW 24'-0" 15141312111098765432 ARCHITECTURAL PRECAST, PAINT COLOR 1, LIGHT GRAY ARCHITECTURAL PRECAST, PAINT COLOR 2, DARK GRAY OVERHEAD DOORS (BLACK) W/ GLAZING ALUMINUM STOREFRONT PROJ. ISSUE WEST BUILDING 800 INTERSTATE PARKWAY WAUKEE, IOWA RA−23011 ELEVATIONS A2 04−07−23 I−80 WEST INDUSTRIAL Revisions 3/32" = 1'-0"2 NORTH ELEVATION 3/32" = 1'-0"3 EAST ELEVATION 3/32" = 1'-0"1 SOUTH ELEVATION 3/32" = 1'-0"4 WEST ELEVATION Total Wall Area 3347 3240 7994 7143 Glazing 336 10% 0 0% 317 4% 248 3% Doors 0 0% 0 0% 2255 28% 143 2% Architectural Precast 3011 90% 3240 100% 5422 68% 6752 95% Area % Area % Area % Area % WEST BUILDING North South East West Level 1 0'-0" TOW 24'-0" ARCHITECTURAL PRECAST, PAINT COLOR 2, DARK GRAY ARCHITECTURAL PRECAST, PAINT COLOR 1, LIGHT GRAY ALUMINUM STOREFRONT WINDOWS Level 1 0'-0" Level 1 0'-0" TOW 24'-0" TOW 24'-0" 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 ARCHITECTURAL PRECAST, PAINT COLOR 2, DARK GRAY ARCHITECTURAL PRECAST, PAINT COLOR 1, LIGHT GRAY Level 1 0'-0" TOW 24'-0" ABC ARCHITECTURAL PRECAST, PAINT COLOR 2, DARK GRAY ARCHITECTURAL PRECAST, PAINT COLOR 1, LIGHT GRAY Level 1 0'-0" Level 1 0'-0" TOW 24'-0" TOW 24'-0" 01020304050607080910111213141516 4'- 0 " 6'- 0 " 6'- 0 " 6'- 0 " 2'- 0 " ARCHITECTURAL PRECAST, PAINT COLOR 2, DARK GRAY ARCHITECTURAL PRECAST, PAINT COLOR 1, LIGHT GRAY OVERHEAD DOORS (BLACK) W/ GLAZING THESE PLANS AND SPECIFICATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. © DESIGNER/DRAFTER MAINTAINS OWNERSHIP OF SUCH AND ALL RIGHTS AND PRIVILEGES STRUCTURAL ENGINEERING RAKER RHODES ENGINEERING 4717 GRAND AVE, DES MOINES, IA 50312 515−277−0275 CIVIL ENGINEERING COOPER CRAWFORD & ASSOCIATES 475 S 50TH ST, SUITE 800, WDM, IOWA 50265 515−224−1344 3820 79TH ST, URBANDALE, IOWA 50322 515−314−8696 jeff@rainsarch.com 3/32" = 1'-0"1 NORTH ELEVATION 3/32" = 1'-0"3 EAST ELEVATION 3/32" = 1'-0"2 SOUTH ELEVATION 3/32" = 1'-0"4 WEST ELEVATION Total Wall Area 2077 1920 9168 8366 Glazing 240 12% 0 0% 0 0% 325 4% Doors 0 0% 0 0% 0 0% 2418 29% Architectural Precast 1837 88% 1920 100% 9168 100% 5623 67% Area % Area % Area % Area % EAST BUILDING North South East West FINISH NOTES: 1. ARCHITECTURAL PRECAST CONCRETE SHALL BE FORM-FACED TO THE EXTERIOR, SMOOTH, NO EXPOSED AGGREGATE, SUITABLE FOR PAINTING. 2. PAINT SHALL BE AN ACRYLIC COATING FORMULATED FOR USE WITH CONCRETE. 3. ALUMINUM STOREFRONT SHALL BE BLACK ANODIZED, THERMALLY BROKEN, RECESS FROM FACE OF PRECAST 2". 20 2 3 - 0 4 - 1 6 - - F O R R E V I E W