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HomeMy WebLinkAbout2023-11-06 I04 Prime Carwash_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: November 6, 2023 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Prime Carwash (355 E Hickman Road) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: 1914 Ventures LLC requests approval of a site plan to authorize the construction of a single-story, carwash building that is 11,000 square feet in area. The building is 33-feet in height at the highest point. The building includes one tunnel carwash lane and three lanes for detailing. The site includes a greeter station kiosk and canopy at the southwest corner. A trash enclosure is shown along the north side of the building and a monument sign is proposed at the southeast corner of the site, along Hickman Road. One access will be provided into the site off of NE Venture Drive. A pedestrian connection will be provided from the sidewalk along NE Venture Drive. A total of 21 parking spaces are required and they are providing 21 parking spaces. The site will be serviced with public utilities. Stormwater management is provided with a shared detention basin located at the north side of the site. The landscape plan meets the requirements of the Landscape and Open Space Ordinance. The elevations of the building are proposed to be constructed mainly of CMU and glass storefront. The trash enclosure will be constructed of the same materials as the building. The overhead doors facing Hickman Road will be full glass doors in accordance with the requirements of our Site Plan Ordinance. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed this project at the October 24, 2023, Commission Meeting and recommended approval subject to remaining staff comments: Approval of a Site Plan for Prime Carwash (355 E Hickman Road) Melissa DeBoer, Planning Coordinator, introduced the request for approval of a site plan for a commercial building, as presented by 1914 Ventures LLC. The property address is 355 E Hickman Road and is generally located north of Hickman Road and east of NE Dartmoor Drive, containing approximately 1.38 acres. The project includes the construction of a single-story carwash building that is 11,000 square feet in area. The building is 33-feet in height at the highest point. The building includes one tunnel carwash lane and three lanes for detailing. The site includes a greeter station kiosk and canopy located at the southwest corner of the site, along Hickman Road. A trash enclosure is proposed along the north side of the building and a monument sign is shown at the southeast corner of the site. One access will be provided into the site from NE Venture Drive. A total of 21 parking spaces are required for the proposed site plan. The total amount of parking proposed is 21 spaces, including one accessible stall. I4 The site will be serviced with all public utilities. Storm water detention is provided with a share detention basin located at the north side of the site. A minimum of 20% of the project area is required to be open space. The total amount of open space proposed is 34%. The landscape plan meets the requirements of the Landscape and Open Space Ordinance. The elevations of the building are proposed to be constructed mostly of CMU (colored concrete brick and split face CMU) and glass storefront. The trash enclosure will be constructed of the same materials, and the gate will be steel with composite wood slats. There are a number of overhead doors on this building. All overhead doors facing Hickman Road will be full glass doors in accordance with the requirements of our Site Plan Ordinance. The Comprehensive Plan classifies the subject property as Mixed Use. This classification provides a variety of uses that would serve the community and are located along key corridors. The site plan is in general conformance with the Site Plan Ordinance, Comprehensive Plan, and Planned Development. Staff recommends approval of the site plan for Prime Carwash, subject to remaining staff comments. Discussion as follows: None Motion by Commissioner Tessau for approval of a Site Plan for Prime Carwash, seconded by Commissioner Lohse. Ayes: Beenken, Broderick, Streit, Lohse, Tessau and Bankole. 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: Melissa DeBoer, Planning Coordinator REVIEWED BY: THE CITY OF WAUKEE, IOWA RESOLUTION 2023- APPROVING THE SITE PLAN FOR PRIME CARWASH (355 E HICKMAN ROAD) 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 Prime Carwash, subject to remaining staff comments on October 24, 2023; AND, WHEREAS, the Site Plan for Prime Carwash is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Prime Carwash is in general conformance with §161 – Landscaping and Open Space Ordinance of the Waukee Municipal Code; AND, NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on this 6th day of November, 2023 that the Site Plan for Prime Carwash 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: Prime Carwash – Site Plan PREPARED BY: Melissa DeBoer, AICP – Planning Coordinator REPORT DATE: October 20, 2023 MEETING DATE: October 24, 2023 GENERAL INFORMATION Owner: Fridley Properties LLC Applicant: 1914 Ventures LLC Request: The applicant is requesting approval of a site plan for a commercial building. Location and Size: Property is generally located north of Hickman Road and east of NE Dartmoor Drive, containing approximately 1.38 acres. Property Address: 355 E Hickman Road AREA MAP ABOVE: Aerial of property identifying the proposed site plan (outlined in RED). October 20, 2023 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant – Undeveloped Mixed Use C-1B / PD-1 (Large-Scale Commercial District / Planned Development District) North The Palms Movie Theater Mixed Use C-1B / PD-1 (Large-Scale Commercial District / Planned Development District) South Commercial Mixed Use C-1 (Community and Highway Service Commercial District) East Vacant – Undeveloped Mixed Use C-1B / PD-1 (Large-Scale Commercial District / Planned Development District) West Commercial Mixed Use C-1 (Community and Highway Service Commercial District) PROJECT DESCRIPTION The project includes the construction of a single-story carwash building that is 11,000 square feet in area. The building is 33-feet in height at the highest point. The building includes one tunnel carwash lane and three lanes for detailing. The site includes a greeter station kiosk and canopy located at the southwest corner of the site. A trash enclosure is proposed along the north side of the building and a monument sign is shown at the southeast corner of the site, along Hickman Road. ACCESS AND PARKING One access will be provided into the site off of NE Venture Drive. A pedestrian connection will be provided into the site from the sidewalk along NE Venture Drive. A total of 21 parking spaces are required for the proposed site plan. The total amount of parking proposed is 21 spaces including 1 accessible stall. UTILITIES This site will be serviced with all public utilities. Storm water detention is provided with a shared detention basin located at the north side of the site. LANDSCAPING & OPEN SPACE A minimum of 20% of the project area is required to be open space. The total amount of open space proposed is 34%. The landscape plan meets the requirements of the Landscape and Open Space Ordinance. ELEVATIONS The elevations of the building are proposed to be constructed mostly of CMU (colored concrete brick and split face CMU) and glass storefront. The trash enclosure will be constructed of the same materials as the building and the gate will be steel with composite wood slats. October 20, 2023 3 of 3 There are a number of overhead doors on this building. All of the overhead doors facing Hickman Road will be full glass doors in accordance with the requirements of our Site Plan Ordinance. COMPREHENSIVE PLAN The comprehensive plan classifies the subject property as Mixed Use. The Mixed Use classification provides a variety of uses that would serve the community and are located along key corridors. STAFF RECOMMENDATION The site plan is in general conformance with the Site Plan Ordinance, Comprehensive Plan, and Planned Development. Staff recommends approval of the site plan for Prime Carwash subject to remaining staff comments. CITY OF WAUKEE THIS SITE CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . U r b a n d a l e , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m . P R E L I M I N A R Y Q: \ E - F I L E S \ E - 9 0 0 0 \ E 9 0 9 0 \ _ C 3 D D r a w i n g s \ C o n s t r u c t i o n D o c u m e n t s \ S i t e P l a n \ E 9 0 9 0 S P N O T E S & I N F O . d w g , 1 0 / 2 5 / 2 0 2 3 1 0 : 3 2 : 2 2 A M , j a g a d d i s , 1 : 1 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . U r b a n d a l e , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m . P R E L I M I N A R Y Q: \ E - F I L E S \ E - 9 0 0 0 \ E 9 0 9 0 \ _ C 3 D D r a w i n g s \ C o n s t r u c t i o n D o c u m e n t s \ S i t e P l a n \ E 9 0 9 0 S P N O T E S & I N F O . d w g , 1 0 / 2 5 / 2 0 2 3 1 0 : 3 2 : 2 3 A M , j a g a d d i s , 1 : 1 5'x5'5'x5' 1 22 Flare Flare Fl are W 5'- 0 " m i n . Face of Curb 1 2 CLASS A SIDEWALK CURB RAMP Face of Curb 1 5'-0 " m i n . CLASS A SIDEWALK CURB RAMP ALTERNATIVE 15'-0 " m i n . 5'-0" min . 5'-0" m i n . Fl a r e Flare Varies 3 3 3 Property Line 12" Expansion Joint Material Back of Curb 10:1 max Property Line 12" Expansion Joint Material Back of Curb Key Curb Ramp Turning Space Detectable Warning W Turning Space: Target slope of 1.5% with maximum slope perpendicular to the travel direction of 2.0%. Minimum 5 feet by 5 feet (turning spaces may overlap). Perpendicular Curb Ramp: Target running slope of 6.25% with maximum running slope of 8.3%. Parallel Curb Ramp: Target running slope of 6.25% with maximum running slope of 8.3%. The length of the parallel ramp is not required to exceed 15 feet, regardless of the resulting slope. Do not exceed 8.3% for parallel ramps shorter than 15 feet.5' MI N . (TYP. ) CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m . P R E L I M I N A R Y Q: \ E - F I L E S \ E - 9 0 0 0 \ E 9 0 9 0 \ _ C 3 D D r a w i n g s \ C o n s t r u c t i o n D o c u m e n t s \ S i t e P l a n \ E 9 0 9 0 D E T A I L S . d w g , 1 0 / 2 5 / 2 0 2 3 1 0 : 3 2 : 4 7 A M , j a g a d d i s , 1 : 1 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m . P R E L I M I N A R Y Q: \ E - F I L E S \ E - 9 0 0 0 \ E 9 0 9 0 \ _ C 3 D D r a w i n g s \ C o n s t r u c t i o n D o c u m e n t s \ S i t e P l a n \ E 9 0 9 0 D E T A I L S . d w g , 1 0 / 2 5 / 2 0 2 3 1 0 : 3 2 : 5 3 A M , j a g a d d i s , 1 : 1 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m . P R E L I M I N A R Y INLET OUTLET ENERGY DISSIPATOR IN L E T FL O W OUTLET FLOW FLOW FLOW ENERGY DISSIPATOR1 IN L E T FL O W ENERGY DISSIPATOR1 Q: \ E - F I L E S \ E - 9 0 0 0 \ E 9 0 9 0 \ _ C 3 D D r a w i n g s \ C o n s t r u c t i o n D o c u m e n t s \ S i t e P l a n \ E 9 0 9 0 D E T A I L S . d w g , 1 0 / 2 5 / 2 0 2 3 1 0 : 3 2 : 5 8 A M , j a g a d d i s , 1 : 1 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m . P R E L I M I N A R Y Q: \ E - F I L E S \ E - 9 0 0 0 \ E 9 0 9 0 \ _ C 3 D D r a w i n g s \ C o n s t r u c t i o n D o c u m e n t s \ S i t e P l a n \ E 9 0 9 0 D E T A I L S . d w g , 1 0 / 2 5 / 2 0 2 3 1 0 : 3 3 : 0 3 A M , j a g a d d i s , 1 : 1 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m . P R E L I M I N A R Y ELEV = 1024.40' ELEV = 1025.15' ELEV = 1028.90' ELEV = 1029.90' (MIN) St o r m T e c h 88 8 - 8 9 2 - 2 6 9 4 | WW W . S T O R M T E C H . C O M ® Ch a m b e r S y s t e m INSPECTION & MAINTENANCE STEP 1)INSPECT ISOLATOR ROW PLUS FOR SEDIMENT A.INSPECTION PORTS (IF PRESENT) A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4.LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B.ALL ISOLATOR PLUS ROWS B.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE i)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2)CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS A.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C.VACUUM STRUCTURE SUMP AS REQUIRED STEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PARTIAL CUT END CAP PART #: MC3500IEPP24BC OR MC3500IEPP24BW ONE LAYER OF ADSPLUS175 WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 8.25' (2.51 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS COVER PIPE CONNECTION TO END CAP WITH ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE MC-3500 CHAMBER MC-3500 END CAP MC-3500 ISOLATOR ROW PLUS DETAIL NTS OPTIONAL INSPECTION PORT ELEVATED BYPASS MANIFOLD INSTALL FLAMP ON 24" (600 mm) ACCESS PIPE PART #: MCFLAMP 24" SUMP DEPTH (24" [600 mm] MIN RECOMMENDED) NYLOPLAST 46 4 0 T R U E M A N B L V D HI L L I A R D , O H 4 3 0 2 6 1- 8 0 0 - 7 3 3 - 7 4 7 3 DA T E : DR A W N : T W PR O J E C T # : CH E C K E D : N / A TH I S D R A W I N G H A S B E E N P R E P A R E D B A S E D O N I N F O R M A T I O N P R O V I D E D T O A D S U N D E R T H E D I R E C T I O N O F T H E S I T E D E S I G N E N G I N E E R O R O T H E R P R O J E C T R E P R E S E N T A T I V E . T H E S I T E D E S I G N E N G I N E E R S H A L L R E V I E W T H I S D R A W I N G P R I O R T O C O N S T R U C T I O N . I T I S T H E U L T I M A T E RE S P O N S I B I L I T Y O F T H E S I T E D E S I G N E N G I N E E R T O E N S U R E T H A T T H E P R O D U C T ( S ) D E P I C T E D A N D A L L A S S O C I A T E D D E T A I L S M E E T A L L A P P L I C A B L E L A W S , R E G U L A T I O N S , A N D P R O J E C T R E Q U I R E M E N T S . DA T E DR W CH K DE S C R I P T I O N PR I M E _ C A R W A S H - 9 - 2 2 - 2 3 WA U K E E , I A , U S A SHEET OF4 6 St o r m T e c h 88 8 - 8 9 2 - 2 6 9 4 | WW W . S T O R M T E C H . C O M ® Ch a m b e r S y s t e m UNDERDRAIN DETAIL NTS A A B B SECTION A-A SECTION B-B DUAL WALL PERFORATED HDPE UNDERDRAIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE STORMTECH END CAP ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE STORMTECH CHAMBER OUTLET MANIFOLD STORMTECH END CAP STORMTECH CHAMBERS 6" (150 mm) TYP FOR SC-740 FOUNDATION STONE BENEATH CHAMBERS FOUNDATION STONE BENEATH CHAMBERS MC-SERIES END CAP INSERTION DETAIL NTS NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL FOR A PROPER FIT IN END CAP OPENING. MANIFOLD HEADER MANIFOLD STUB STORMTECH END CAP MANIFOLD HEADER MANIFOLD STUB 12" (300 mm) MIN SEPARATION 12" (300 mm) MIN INSERTION 12" (300 mm) MIN SEPARATION 12" (300 mm) MIN INSERTION PART #STUB B C MC3500IEPP06T 6" (150 mm)33.21" (844 mm)--- MC3500IEPP06B ---0.66" (17 mm) MC3500IEPP08T 8" (200 mm)31.16" (791 mm)--- MC3500IEPP08B ---0.81" (21 mm) MC3500IEPP10T 10" (250 mm)29.04" (738 mm)--- MC3500IEPP10B ---0.93" (24 mm) MC3500IEPP12T 12" (300 mm)26.36" (670 mm)--- MC3500IEPP12B ---1.35" (34 mm) MC3500IEPP15T 15" (375 mm)23.39" (594 mm)--- MC3500IEPP15B ---1.50" (38 mm) MC3500IEPP18TC 18" (450 mm) 20.03" (509 mm)---MC3500IEPP18TW MC3500IEPP18BC ---1.77" (45 mm) MC3500IEPP18BW MC3500IEPP24TC 24" (600 mm) 14.48" (368 mm)---MC3500IEPP24TW MC3500IEPP24BC ---2.06" (52 mm) MC3500IEPP24BW MC3500IEPP30BC 30" (750 mm)---2.75" (70 mm) NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm) CHAMBER STORAGE 109.9 CUBIC FEET (3.11 m³) MINIMUM INSTALLED STORAGE*175.0 CUBIC FEET (4.96 m³) WEIGHT 134 lbs.(60.8 kg) NOMINAL END CAP SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)75.0" X 45.0" X 22.2" (1905 mm X 1143 mm X 564 mm) END CAP STORAGE 14.9 CUBIC FEET (0.42 m³) MINIMUM INSTALLED STORAGE*45.1 CUBIC FEET (1.28 m³) WEIGHT 49 lbs.(22.2 kg) *ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6" SPACING BETWEEN CHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY MC-3500 TECHNICAL SPECIFICATION NTS 90.0" (2286 mm) ACTUAL LENGTH 86.0" (2184 mm) INSTALLED BUILD ROW IN THIS DIRECTION NOTE: ALL DIMENSIONS ARE NOMINAL LOWER JOINT CORRUGATION WEB CREST CREST STIFFENING RIB VALLEY STIFFENING RIB B C 75.0" (1905 mm) 45.0" (1143 mm) 25.7" (653 mm) FOOT 77.0" (1956 mm) 45.0" (1143 mm) STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" END CAPS WITH A WELDED CROWN PLATE END WITH "C" END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W" UPPER JOINT CORRUGATION 22.2" (564 mm) INSTALLED CUSTOM PRECORED INVERTS ARE AVAILABLE UPON REQUEST. INVENTORIED MANIFOLDS INCLUDE 12-24" (300-600 mm) SIZE ON SIZE AND 15-48" (375-1200 mm) ECCENTRIC MANIFOLDS. CUSTOM INVERT LOCATIONS ON THE MC-3500 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED FOR PIPE SIZES GREATER THAN 10" (250 mm). THE INVERT LOCATION IN COLUMN 'B' ARE THE HIGHEST POSSIBLE FOR THE PIPE SIZE. PART #STUB B C MC3500IEPP06T 6" (150 mm)33.21" (844 mm)--- MC3500IEPP06B ---0.66" (17 mm) MC3500IEPP08T 8" (200 mm)31.16" (791 mm)--- MC3500IEPP08B ---0.81" (21 mm) MC3500IEPP10T 10" (250 mm)29.04" (738 mm)--- MC3500IEPP10B ---0.93" (24 mm) MC3500IEPP12T 12" (300 mm)26.36" (670 mm)--- MC3500IEPP12B ---1.35" (34 mm) MC3500IEPP15T 15" (375 mm)23.39" (594 mm)--- MC3500IEPP15B ---1.50" (38 mm) MC3500IEPP18TC 18" (450 mm) 20.03" (509 mm)---MC3500IEPP18TW MC3500IEPP18BC ---1.77" (45 mm) MC3500IEPP18BW MC3500IEPP24TC 24" (600 mm) 14.48" (368 mm)---MC3500IEPP24TW MC3500IEPP24BC ---2.06" (52 mm) MC3500IEPP24BW MC3500IEPP30BC 30" (750 mm)---2.75" (70 mm) NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)77.0" X 45.0" X 86.0" (1956 mm X 1143 mm X 2184 mm) CHAMBER STORAGE 109.9 CUBIC FEET (3.11 m³) MINIMUM INSTALLED STORAGE*175.0 CUBIC FEET (4.96 m³) WEIGHT 134 lbs.(60.8 kg) NOMINAL END CAP SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)75.0" X 45.0" X 22.2" (1905 mm X 1143 mm X 564 mm) END CAP STORAGE 14.9 CUBIC FEET (0.42 m³) MINIMUM INSTALLED STORAGE*45.1 CUBIC FEET (1.28 m³) WEIGHT 49 lbs.(22.2 kg) *ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION, 6" SPACING BETWEEN CHAMBERS, 6" (152 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY MC-3500 TECHNICAL SPECIFICATION NTS 90.0" (2286 mm) ACTUAL LENGTH 86.0" (2184 mm) INSTALLED BUILD ROW IN THIS DIRECTION NOTE: ALL DIMENSIONS ARE NOMINAL LOWER JOINT CORRUGATION WEB CREST CREST STIFFENING RIB VALLEY STIFFENING RIB B C 75.0" (1905 mm) 45.0" (1143 mm) 25.7" (653 mm) FOOT 77.0" (1956 mm) 45.0" (1143 mm) STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" END CAPS WITH A WELDED CROWN PLATE END WITH "C" END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W" UPPER JOINT CORRUGATION 22.2" (564 mm) INSTALLED CUSTOM PRECORED INVERTS ARE AVAILABLE UPON REQUEST. INVENTORIED MANIFOLDS INCLUDE 12-24" (300-600 mm) SIZE ON SIZE AND 15-48" (375-1200 mm) ECCENTRIC MANIFOLDS. CUSTOM INVERT LOCATIONS ON THE MC-3500 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED FOR PIPE SIZES GREATER THAN 10" (250 mm). THE INVERT LOCATION IN COLUMN 'B' ARE THE HIGHEST POSSIBLE FOR THE PIPE SIZE. 46 4 0 T R U E M A N B L V D HI L L I A R D , O H 4 3 0 2 6 1- 8 0 0 - 7 3 3 - 7 4 7 3 DA T E : DR A W N : T W PR O J E C T # : CH E C K E D : N / A TH I S D R A W I N G H A S B E E N P R E P A R E D B A S E D O N I N F O R M A T I O N P R O V I D E D T O A D S U N D E R T H E D I R E C T I O N O F T H E S I T E D E S I G N E N G I N E E R O R O T H E R P R O J E C T R E P R E S E N T A T I V E . T H E S I T E D E S I G N E N G I N E E R S H A L L R E V I E W T H I S D R A W I N G P R I O R T O C O N S T R U C T I O N . I T I S T H E U L T I M A T E RE S P O N S I B I L I T Y O F T H E S I T E D E S I G N E N G I N E E R T O E N S U R E T H A T T H E P R O D U C T ( S ) D E P I C T E D A N D A L L A S S O C I A T E D D E T A I L S M E E T A L L A P P L I C A B L E L A W S , R E G U L A T I O N S , A N D P R O J E C T R E Q U I R E M E N T S . DA T E DR W CH K DE S C R I P T I O N PR I M E _ C A R W A S H - 9 - 2 2 - 2 3 WA U K E E , I A , U S A SHEET OF5 6 Q: \ E - F I L E S \ E - 9 0 0 0 \ E 9 0 9 0 \ _ C 3 D D r a w i n g s \ C o n s t r u c t i o n D o c u m e n t s \ S i t e P l a n \ E 9 0 9 0 D E T A I L S . d w g , 1 0 / 2 5 / 2 0 2 3 1 0 : 3 3 : 0 9 A M , j a g a d d i s , 1 : 1 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m . P R E L I M I N A R Y REV F7004-110-007DWG NO.1 OF 1SHEET1:16SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com ST-02 DRAIN BASIN WITH OUTLET WEIR FOR STORMTECH TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 10-28-03DATE EBCDRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 01-17-12 CCA (3) OUTLET WEIR 36" DRAIN BASIN BODY 36" x 30" DUCTILE IRON REDUCING PLATE & 30" FRAME & SOLID COVER (AASHTO H-20/HS-20 RATED) (1) (2) 5.92' 18" OUTLET PIPE TO BASIN 18" ADS INLET FROM STORMTECH MANIFOLD 18" ADS STORMTECH INLET PIPE 1 - INVERT ELEVATIONS & LOCATIONS TO BE DETERMINED BY ENGINEER. 2 - HEIGHT OF WEIR TO BE DETERMINED BY ENGINEER. WEIR HEIGHT CANNOT EXCEED 84" DUE TO MANUFACTURING AND SHIPPING RESTRICTIONS. 3 - WEIR MANUFACTURED TO MINIMIZE LOSS OF OUTLET PIPE OPEN AREA SEE DRAWING NO. 7004-110-058 FOR DETAILS. 4 - ORIFICE HOLES AND SLOTS AVAILABLE AS REQUIRED BY ENGINEER DESIGN AND PERMITTED BY MANUFACTURING RESTRICTIONS. SIDE SECTION VIEW TOP VIEW W/ FRAME & COVER REMOVED ® ©2012 NYLOPLAST 6" SUBDRAIN INLET PIPE FL= 1024.30' 18" OUTLET PIPE TO BASIN 18" ADS INLET FROM STORMTECH MANIFOLD (3) OUTLET WEIR TOP OF WEIR = 1026.12 TOP OF WEIR = 1026.12 FL= 1024.30' FL= 1024.40' FL= 1025.30' FL= 1025.30' 50° 59° 90° RIM = 1032.04' Q: \ E - F I L E S \ E - 9 0 0 0 \ E 9 0 9 0 \ _ C 3 D D r a w i n g s \ C o n s t r u c t i o n D o c u m e n t s \ S i t e P l a n \ E 9 0 9 0 D E T A I L S . d w g , 1 0 / 2 5 / 2 0 2 3 1 0 : 3 3 : 1 2 A M , j a g a d d i s , 1 : 1 NO PARKING LOT 4 LOT 'A' ∆ ∆ CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m . P R E L I M I N A R Y Q: \ E - F I L E S \ E - 9 0 0 0 \ E 9 0 9 0 \ _ C 3 D D r a w i n g s \ C o n s t r u c t i o n D o c u m e n t s \ S i t e P l a n \ E 9 0 9 0 D I M E N S I O N . d w g , 1 0 / 2 5 / 2 0 2 3 1 0 : 3 3 : 4 5 A M , j a g a d d i s , 1 : 1 NO PARKING LOT 4 LOT 3 LOT 'A' CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m . P R E L I M I N A R Y Q: \ E - F I L E S \ E - 9 0 0 0 \ E 9 0 9 0 \ _ C 3 D D r a w i n g s \ C o n s t r u c t i o n D o c u m e n t s \ S i t e P l a n \ E 9 0 9 0 G R A D E . d w g , 1 0 / 2 5 / 2 0 2 3 1 0 : 3 4 : 3 2 A M , j a g a d d i s , 1 : 1 NO PARKING LOT 4 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m . P R E L I M I N A R Y Q: \ E - F I L E S \ E - 9 0 0 0 \ E 9 0 9 0 \ _ C 3 D D r a w i n g s \ C o n s t r u c t i o n D o c u m e n t s \ S i t e P l a n \ E 9 0 9 0 U T I L - 0 2 . d w g , 1 0 / 2 5 / 2 0 2 3 1 0 : 3 5 : 0 8 A M , j a g a d d i s , 1 : 1 NO PARKING LOT 4 LOT 'A' CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m . P R E L I M I N A R Y Q: \ E - F I L E S \ E - 9 0 0 0 \ E 9 0 9 0 \ _ C 3 D D r a w i n g s \ C o n s t r u c t i o n D o c u m e n t s \ S i t e P l a n \ E 9 0 9 0 U T I L . d w g , 1 0 / 2 5 / 2 0 2 3 1 0 : 3 5 : 4 8 A M , j a g a d d i s , 1 : 1 LOT 4 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m . P R E L I M I N A R Y Q: \ E - F I L E S \ E - 9 0 0 0 \ E 9 0 9 0 \ _ C 3 D D r a w i n g s \ C o n s t r u c t i o n D o c u m e n t s \ S i t e P l a n \ E 9 0 9 0 U T I L - U G . d w g , 1 0 / 2 5 / 2 0 2 3 1 0 : 3 6 : 2 8 A M , j a g a d d i s , 1 : 1 NO PARKING LOT 4 LOT 'A' ∆ ∆ CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m . P R E L I M I N A R Y Q: \ E - F I L E S \ E - 9 0 0 0 \ E 9 0 9 0 \ _ C 3 D D r a w i n g s \ C o n s t r u c t i o n D o c u m e n t s \ S i t e P l a n \ E 9 0 9 0 P A V I N G . d w g , 1 0 / 2 5 / 2 0 2 3 1 0 : 3 7 : 0 1 A M , j a g a d d i s , 1 : 1 NO PARKING LOT 4LOT ' A ' CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . F a x : 5 1 5 . 2 7 6 . 7 0 8 4 . m a i l @ c e c l a c . c o m . P R E L I M I N A R Y Q: \ E - F I L E S \ E - 9 0 0 0 \ E 9 0 9 0 \ _ C 3 D D r a w i n g s \ C o n s t r u c t i o n D o c u m e n t s \ S i t e P l a n \ E 9 0 9 0 G R A D E D E T A I L S . d w g , 1 0 / 2 5 / 2 0 2 3 1 0 : 3 7 : 4 5 A M , j a g a d d i s , 1 : 1 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . F a x : 5 1 5 . 2 7 6 . 7 0 8 4 . m a i l @ c e c l a c . c o m . P R E L I M I N A R Y Q: \ E - F I L E S \ E - 9 0 0 0 \ E 9 0 9 0 \ _ C 3 D D r a w i n g s \ C o n s t r u c t i o n D o c u m e n t s \ S i t e P l a n \ E 9 0 9 0 G R A D E D E T A I L S . d w g , 1 0 / 2 5 / 2 0 2 3 1 0 : 3 7 : 5 0 A M , j a g a d d i s , 1 : 1 CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . F a x : 5 1 5 . 2 7 6 . 7 0 8 4 . m a i l @ c e c l a c . c o m . P R E L I M I N A R Y Q: \ E - F I L E S \ E - 9 0 0 0 \ E 9 0 9 0 \ _ C 3 D D r a w i n g s \ C o n s t r u c t i o n D o c u m e n t s \ S i t e P l a n \ E 9 0 9 0 P A V E D E T A I L S . d w g , 1 0 / 2 5 / 2 0 2 3 1 0 : 3 8 : 3 1 A M , j a g a d d i s , 1 : 1 NO PARKING LOT 4 LOT 'A' ∆ ∆ CE C Ci v i l E n g i n e e r i n g C o n s u l t a n t s , I n c . 24 0 0 8 6 t h S t r e e t . U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m . P R E L I M I N A R Y MARK Botanical name QUAN.SIZE ROOT COMMENTS COMMON NAME TYPE A Acer saccharum subsp. nigrum 'Green Column'3 2" CAL.B&B MATCHED, SPECIMEN GREEN COLUMN MAPLE B Astilbe 'August Light'12 1 GAL.CONT.MATCHED, SPECIMEN AUGUST LIGHT ASTILBE MULCH BED, 24" o.c. C Astilbe 'Deutschland'16 1 GAL.CONT.MATCHED, SPECIMEN DEUTSCHLAND ASTILBE MULCH BED, 24" o.c. D Chasmanthium latifolium 66 1 GAL.CONT.MATCHED, SPECIMEN, MULCH BED, 2.5' o,c, NORTHERN SEA OATS 12" FROM WALK, 18" FROM CURB E Coreopsis 'Jethro Tull'27 1 GAL.CONT.MATCHED, SPECIMEN JETHRO TULL COREOPSIS 16" o.c., MULCH BED F Hylotelephium 'Lime Zinger'12 1 GAL.CONT.MATCHED, SPECIMEN, MULCH BED LIME ZINGER SEDUM G Juniperus x pfitzeriana 'Mint Julep'32 3 GAL.CONT.MATCHED, SPECIMEN MINT JULEP JUNIPER MULCH BED, 4' o.c. H Juniperus squamata 'Blue Star'12 3 GAL.CONT.MATCHED, SPECIMEN, MULCH BED BLUE STAR JUNIPER 3' FROM WALK, 2.5' o.c. J NOT USED K Malus 'Hozam'3 1.5" CAL.CONT.MATCHED, SPECIMEN HOLIDAY GOLD CRABAPPLE L Malus 'Sutyzam'2 1.5" CAL.CONT.MATCHED, SPECIMEN SUGAR TYME CRABAPPLE M Ostrya virginiana 'JFS-KW5'2 2" CAL.B&B MATCHED, SPECIMEN AUTUMN TREASURE HOPHORNBEAM N Physocarpus opulifolius 'Ruby Spice'28 3 GAL.CONT.MATCHED, SPECIMEN RUBY SPICE NINEBARK MULCH BED, 3.5'o.c. P Pinus flexilis 'Vanderwolf's Pyramid'3 7' HT.B&B MATCHED, SPECIMEN VANDERWOLF'S PYRAMID LIMBER PINE 8' o.c., 8' FROM CURB Q Quercus macrocarpa 'JFS-KW3'3 2" CAL.B&B MATCHED, SPECIMEN URBAN PINNACLE OAK R Salvia x sylvestris 'May Night'10 1 GAL.CONT.MATCHED, SPECIMEN MAY NIGHT SALVIA 1.75' o.c., MULCH BED S Sedum telphium 'Autumn Fire'23 1 GAL.CONT.MATCHED, SPECIMEN, MULCH BED AUTUMN FIRE SEDUM 1.5' o.c. T Spirea japonica 'Froebelii'30 3 GAL.CONT.MATCHED, SPECIMEN, MULCH BED FROEBEL SPIREA 4' o.c. U Viburnum plicatum 'Newzam'44 3 GAL.CONT.MATCHED, SPECIMEN, MULCH BED NEWPORT VIBURNUM 4'o.c., 3' FROM CURB/WALK Q: \ E - F I L E S \ E - 9 0 0 0 \ E 9 0 9 0 \ _ C 3 D D r a w i n g s \ C o n s t r u c t i o n D o c u m e n t s \ S i t e P l a n \ E 9 0 9 0 L A N D S C A P E . d w g , 1 0 / 2 5 / 2 0 2 3 1 0 : 3 9 : 0 9 A M , j a g a d d i s , 1 : 1 NO PARKING LOT 4 LOT 'A' 0. 2 0. 3 0. 3 0. 4 0. 6 1. 4 1. 6 1. 4 1. 1 0. 9 0. 7 0. 7 0. 7 0. 8 0. 8 0. 9 1. 2 1. 5 1. 5 1. 2 0. 9 0. 7 0. 7 0. 5 0. 4 0. 3 0. 3 0. 5 0. 7 1. 1 1. 4 1. 6 2. 2 3. 0 2. 9 2. 2 1. 8 1. 6 1. 3 1. 0 0. 8 0. 7 0. 7 0. 8 0. 9 1. 1 1. 1 0. 9 0. 6 0. 5 0. 5 0. 4 0. 3 0. 2 0. 1 0. 1 0. 1 0. 1 0. 3 0. 5 0. 6 0. 8 1. 9 2. 7 2. 4 1. 8 1. 4 1. 1 1. 0 1. 1 1. 4 1. 8 2. 4 2. 9 3. 4 4. 4 4. 5 3. 5 2. 8 2. 4 1. 7 1. 1 0. 8 0. 6 0. 7 0. 9 1. 4 2. 0 2. 8 3. 3 3. 8 4. 7 4. 6 3. 9 3. 6 3. 1 2. 3 1. 7 1. 3 1. 1 1. 1 1. 2 1. 4 1. 7 2. 0 2. 1 1. 4 0. 8 0. 7 0. 6 0. 5 0. 3 0. 2 0. 1 0. 1 0. 4 0. 5 1. 2 2. 7 3. 3 3. 1 2. 5 1. 9 1. 5 1. 3 1. 3 1. 4 1. 8 2. 4 3. 0 3. 3 3. 6 4. 2 4. 2 3. 7 3. 2 2. 9 2. 2 1. 6 1. 1 0. 9 0. 9 1. 2 1. 6 2. 2 2. 8 3. 1 3. 6 4. 1 4. 1 3. 7 3. 4 3. 2 2. 6 2. 1 1. 7 1. 4 1. 4 1. 5 1. 7 2. 1 2. 7 3. 3 3. 2 2. 1 1. 3 0. 8 0. 7 0. 4 0. 3 0. 2 0. 1 0. 5 1. 2 3. 7 4. 4 3. 7 3. 0 2. 4 1. 9 1. 6 1. 4 1. 4 1. 6 1. 9 2. 3 2. 6 2. 9 3. 2 3. 5 3. 5 3. 2 2. 8 2. 5 2. 1 1. 6 1. 3 1. 1 1. 1 1. 3 1. 6 1. 9 2. 3 2. 7 3. 0 3. 3 3. 4 3. 2 3. 1 2. 8 2. 5 2. 2 1. 9 1. 7 1. 7 1. 7 1. 9 2. 3 2. 9 3. 5 3. 9 4. 3 3. 7 1. 4 0. 9 0. 5 0. 3 0. 2 0. 7 2. 5 4. 2 4. 0 3. 6 2. 8 2. 2 1. 7 1. 5 1. 4 1. 5 1. 6 1. 8 2. 0 2. 2 2. 4 2. 5 2. 6 2. 6 2. 5 2. 3 2. 0 1. 7 1. 5 1. 3 1. 2 1. 2 1. 3 1. 5 1. 7 1. 9 2. 1 2. 3 2. 5 2. 6 2. 6 2. 6 2. 6 2. 4 2. 2 2. 1 2. 0 1. 9 2. 0 2. 1 2. 4 2. 9 3. 5 4. 1 4. 7 5. 2 3. 7 1. 4 0. 6 0. 3 0. 2 1. 8 3. 2 3. 5 3. 6 3. 1 2. 4 1. 8 1. 5 1. 3 1. 3 1. 4 1. 5 1. 6 1. 7 1. 8 1. 9 1. 9 1. 9 1. 9 1. 9 1. 8 1. 7 1. 6 1. 5 1. 5 1. 5 1. 5 1. 6 1. 6 1. 7 1. 8 1. 8 1. 8 2. 0 2. 1 2. 2 2. 3 2. 4 2. 4 2. 4 2. 3 2. 2 2. 2 2. 3 2. 3 2. 6 2. 9 3. 3 3. 9 4. 3 4. 5 4. 0 2. 8 1. 2 0. 5 2. 5 3. 1 2. 9 2. 8 2. 4 1. 9 1. 5 1. 3 1. 2 1. 2 1. 2 1. 3 1. 4 1. 5 1. 6 1. 6 1. 6 1. 7 1. 8 1. 8 1. 7 1. 8 1. 9 2. 0 2. 2 2. 4 2. 6 2. 7 2. 5 2. 2 2. 0 1. 7 1. 6 1. 7 1. 9 2. 0 2. 2 2. 4 2. 5 2. 6 2. 6 2. 6 2. 6 2. 6 2. 6 2. 7 2. 9 3. 1 3. 3 3. 7 3. 8 3. 5 3. 4 2. 3 2. 2 2. 5 2. 4 2. 2 1. 9 1. 6 1. 4 1. 2 1. 1 1. 1 1. 1 1. 2 1. 3 1. 4 1. 5 1. 8 2. 0 2. 4 2. 6 2. 8 2. 8 2. 9 3. 1 3. 4 3. 8 4. 2 4. 2 4. 0 3. 5 2. 9 2. 1 1. 6 1. 5 1. 6 1. 8 2. 1 2. 4 2. 6 2. 7 2. 9 3. 0 3. 1 3. 1 3. 1 3. 1 3. 0 2. 9 3. 0 3. 0 3. 1 3. 1 3. 0 2. 9 2. 3 1. 7 1. 9 1. 9 1. 8 1. 6 1. 4 1. 2 1. 1 1. 0 1. 0 1. 1 1. 1 1. 3 1. 4 1. 5 2. 2 3. 0 3. 6 4. 1 4. 4 4. 9 4. 7 4. 4 4. 2 3. 7 3. 1 1. 9 1. 7 1. 5 1. 4 1. 5 1. 6 1. 9 2. 2 2. 6 2. 9 3. 1 3. 2 3. 5 3. 7 3. 9 4. 0 3. 7 3. 4 3. 2 3. 0 2. 8 2. 6 2. 5 2. 4 2. 2 1. 3 1. 5 1. 6 1. 6 1. 5 1. 3 1. 2 1. 1 1. 0 1. 0 1. 0 1. 1 1. 3 1. 9 2. 4 1. 8 1. 5 1. 4 1. 5 1. 7 1. 9 2. 4 2. 9 3. 4 3. 7 3. 7 3. 9 4. 1 4. 7 4. 6 4. 3 3. 8 3. 6 3. 1 2. 6 2. 2 2. 0 1. 8 1. 0 1. 3 1. 5 1. 6 1. 6 1. 4 1. 3 1. 1 1. 1 1. 0 1. 0 1. 1 1. 3 1. 8 1. 9 1. 7 1. 4 1. 4 1. 5 1. 7 2. 0 2. 5 3. 2 3. 8 3. 9 3. 6 3. 9 4. 2 4. 9 5. 3 4. 4 3. 7 3. 4 2. 7 2. 1 1. 7 1. 5 0. 9 1. 2 1. 7 1. 9 1. 8 1. 6 1. 4 1. 2 1. 1 1. 0 1. 0 1. 0 1. 2 1. 6 1. 9 1. 7 1. 4 1. 4 1. 5 1. 8 2. 1 2. 6 3. 2 4. 0 3. 8 2. 3 2. 0 2. 3 2. 8 2. 9 2. 4 1. 8 1. 7 1. 5 1. 3 1. 1 1. 1 0. 7 1. 4 2. 0 2. 2 2. 0 1. 7 1. 5 1. 3 1. 1 1. 0 0. 9 0. 9 1. 1 1. 7 2. 2 1. 8 1. 4 1. 4 1. 5 1. 8 2. 2 2. 7 3. 4 3. 9 3. 8 1. 9 1. 4 1. 3 1. 4 1. 0 1. 0 0. 9 0. 8 0. 8 0. 8 0. 8 0. 7 1. 7 2. 6 2. 7 2. 3 1. 9 1. 6 1. 3 1. 1 1. 0 0. 9 0. 9 1. 0 1. 3 2. 0 1. 7 1. 4 1. 4 1. 5 1. 8 2. 2 2. 9 3. 6 4. 3 4. 5 2. 4 1. 4 1. 1 1. 0 0. 9 0. 8 0. 6 0. 6 0. 6 0. 6 0. 7 2. 0 3. 3 3. 1 2. 5 2. 0 1. 6 1. 3 1. 1 1. 1 1. 0 0. 9 1. 0 1. 6 2. 2 1. 7 1. 4 1. 4 1. 6 1. 9 2. 3 3. 0 4. 0 4. 7 5. 4 3. 0 1. 3 1. 1 0. 8 0. 7 0. 6 0. 5 0. 5 0. 5 0. 5 0. 7 2. 1 3. 6 3. 2 2. 7 2. 1 1. 6 1. 3 1. 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U n i t 1 2 . D e s M o i n e s , I o w a 5 0 3 2 2 51 5 . 2 7 6 . 4 8 8 4 . m a i l @ c e c l a c . c o m . P R E L I M I N A R Y Q: \ E - F I L E S \ E - 9 0 0 0 \ E 9 0 9 0 \ _ C 3 D D r a w i n g s \ C o n s t r u c t i o n D o c u m e n t s \ S i t e P l a n \ E 9 0 9 0 l i g h t i n g . d w g , 1 0 / 2 5 / 2 0 2 3 1 0 : 3 9 : 4 4 A M , j a g a d d i s , 1 : 1 · · · · · · · · · · · · · · · · · · · · . P R E L I M I N A R Y Q: \ E - F I L E S \ E - 9 0 0 0 \ E 9 0 9 0 \ _ C 3 D D r a w i n g s \ C o n s t r u c t i o n D o c u m e n t s \ S i t e P l a n \ E 9 0 9 0 D E T A I L S . d w g , 1 0 / 2 5 / 2 0 2 3 1 0 : 4 0 : 0 7 A M , j a g a d d i s , 1 : 1 W R NO PARKING LOT 4 LOT 3 LOT 'A' · . P R E L I M I N A R Y Q: \ E - F I L E S \ E - 9 0 0 0 \ E 9 0 9 0 \ _ C 3 D D r a w i n g s \ C o n s t r u c t i o n D o c u m e n t s \ S i t e P l a n \ E 9 0 9 0 G R A D E . d w g , 1 0 / 2 5 / 2 0 2 3 1 0 : 4 0 : 5 4 A M , j a g a d d i s , 1 : 1 . 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