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HomeMy WebLinkAbout2023-01-16 I13 Enterprise RAC Waukee_Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: January 16, 2023 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Enterprise R-A-C Waukee (80 N Warrior Lane) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: Dane Wright with D Wright Construction requests approval of a site plan to authorize the construction of a single-story, 2,400 square foot building. The main entrance to the building is along the east side. The building includes a carwash at the west side. The overhead doors for the carwash are located along the north and south elevations of the building. The parking lot at the west side of the site will be used for the rental cars. A trash enclosure will be provided along the south side of the site. Two accesses are provided into this site from the public streets. Both accesses are existing. Five-foot-wide sidewalks will be provided along both NW Venture Drive and N Warrior Lane. A total of 11 parking spaces are required for the proposed site plan and they are providing 29 parking spaces for customer and employee parking. In addition they are providing 79 parking spaces for rental car parking. All public utilities will be provided to this site. Stormwater management is provided with a detention basin located along the west side of the site. All landscaping requirements have been met. The elevations of the building are proposed to be constructed mainly of split face CMU, brick, and storefront system. The roof will be composed of asphalt shingles. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed this project at the January 10, 2023, Commission Meeting and recommended approval subject to remaining staff comments: Approval of a Site Plan for Enterprise R-A-C Waukee (80 N Warrior Lane) Planning Coordinator, Melissa DeBoer, introduced the request for approval of a site plan for a rental car retail building as submitted by the applicant, Dane Wright. the subject property is generally located north of Hickman Road and west of Warrior Lane, containing approximately 2.08 acres. Mrs. DeBoer advised that the site plan indicates the construction of a building approximately 2,400 square feet in size that includes a car wash at the west side of the building. the parking lot at the west side of the site will be used for rental cars and a trash enclosure will be provided along the south side of the site. Access is provided into the site from the north and east, and five-foot- wide sidewalks will be provided along both NW Venture Drive and N Warrior lane. All public utilities exist to service the site and a detention basin to the west of the site will act as stormwater management. All landscaping, open space, parking, lighting, and elevation requirements have been met at this time. I13 Staff recommends approval subject to remaining staff comments. • Commissioner Koelker asked for clarification on the shared portion of the lot. Mrs. DeBoer advised that it is a shared parking area, however each site maintains parking on their own lots to accommodate their individual requirements. Commissioner Hoifeldt moved to approve the site plan for R-A-C Waukee (80 N Warrior Lane) subject to remaining staff comments. Commissioner Tessau seconded the motion. Ayes: Koelker, Hoifeldt, Koshy, and Tessau. Nays: none. Recused: Broderick. 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 ENTERPRISE R-A-C WAUKEE (80 N WARRIOR LANE) 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 Enterprise R-A-C Waukee, subject to remaining staff comments on January 10, 2023; AND, WHEREAS, the Site Plan for Enterprise R-A-C Waukee is in general conformance with §160 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Enterprise R-A-C Waukee 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 16th day of January, 2023 that the Site Plan for Enterprise R-A-C Waukee 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: Enterprise R-A-C Waukee – Site Plan PREPARED BY: Melissa DeBoer, AICP – Planning Coordinator REPORT DATE: December 9, 2022 MEETING DATE: December 13, 2022 GENERAL INFORMATION Owner: IPE1031 REV438, LLC Applicant: Dane Wright with D Wright Construction Owner’s Representative: Seth Sunderman, PE with Bishop Engineering Request: The applicant is requesting approval of a site plan for a retail building for Enterprise Rent-A-Car. Location and Size: Property is generally located north of Hickman Road and west of Warrior Lane, containing approximately 2.08-acres. Property Address: 80 N Warrior Lane AREA MAP ABOVE: Aerial of property identifying the proposed site plan (outlined in BLUE). December 9, 2022 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant - Undeveloped Mixed Use C-1 (Community and Highway Service Commercial District) North Vacant / Waukee Family YMCA Mixed Use / Institutional C-1 (Community and Highway Service Commercial District) and C-1B (Large Scale Commercial District) South Healthcare Office – Mercy Clinic Mixed Use C-1 (Community and Highway Service Commercial District) East Commercial (Dentist Office and Bank) Mixed Use C-1 (Community and Highway Service Commercial District) West Vacant – Undeveloped / Greenway Mixed Use A-1 (Agricultural District) and C-1 (Community and Highway Service Commercial District) HISTORY The subject property is currently vacant and was platted as Lot 2 of Waukee Greenway Park Plat 1 in 2010. The property contains a few parking spaces that are currently being utilized by the Mercy Clinic to the south. There is a shared parking and access agreement that will remain in place between the two lots. PROJECT DESCRIPTION The project involves the construction of a 2,400 square foot, single-story building for Enterprise Rent-A-Car. The main entrance to the building is along the east side. The building includes a carwash at the west side of the building. The overhead doors for the carwash are located along the north and south elevations of the building. The parking lot at the west side of the site will be used for the rental cars. A trash enclosure will be provided along the south side of the site along the interior east/west drive. ACCESS AND PARKING Two accesses are provided into this site from the public streets. One along N Warrior Lane and one along NW Venture Drive. Both accesses already exist today. A total of 11 parking spaces are required for the proposed site plan and they are providing 29 spaces for customer and employee parking. In addition, they are providing 79 spaces for rental car parking. SIDEWALKS/TRAILS Five-foot-wide sidewalks will be provided along both NW Venture Drive and N Warrior Lane. A private sidewalk will be provided from the sidewalk along NW Venture Drive into the site. December 9, 2022 3 of 3 UTILITIES All public utilities will be provided to this site. Stormwater management will be accommodated within the detention basin that is located along the west 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 32.3%. 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 split face CMU, brick, and storefront system. The roof will be composed of asphalt shingles. COMPREHENSIVE PLAN The comprehensive plan classifies the subject property as Mixed Use. The overall goal of the Mixed Use classification is to provide flexibility to better tie together different land uses within a given project or neighborhood. STAFF RECOMMENDATION The proposed site plan is in general conformance with the Comprehensive Plan, Zoning Ordinance, Subdivision Ordinance and Site Plan Ordinance. Staff recommends approval subject to remaining staff comments. ENTERPRISE R-A-C WAUKEE SITE IMPROVEMENT PLANS IOWAONE CALL 1-800-292-8989 www.iowaonecall.com 811 Know what's below. Call before you dig. PROPERTY DESCRIPTION: LOT 2, WAUKEE GREENWAY PARK PLAT 1, AN OFFICIAL PLAT, WAUKEE, DALLAS COUNTY, IOWA. SUBJECT TO AND TOGETHER WITH ANY AND ALL EASEMENTS AND RESTRICTIONS OF RECORD. ADDRESS: 80 N WARRIOR LANE WAUKEE, IOWA 50263 AREA: 90,745 SQUARE FEET - 2.08 ACRES OWNER: PHILLIP E BRODERICK, LLC. 22 GLENVIEW DR DES MOINES, IA 50312 PREPARED FOR: DANE WRIGHT D WRIGHT CONSTRUCTION 325 GARFIELD STREET CARLISLE, IA 50047 ZONING: EXISTING / PROPOSED C-1 COMMUNITY AND HIGHWAY SERVICE COMMERCIAL DISTRICT SETBACKS FRONT YARD 30 FEET (MIN.) REAR YARD 30 FEET (MIN.) SIDE YARD NO MIN. 30 FEET (MIN.) WHEN ADJACENT TO ANY R DISTRICT MAX HEIGHT NO MAX. 2 STORIES OR 40 FEET WHEN ADJACENT TO AN R-1, R-2 OR R-4 DISTRICT 1 STORY OR 14 FEET FOR ACCESSORY BLDG. NO. OF EMPLOYEES: 6-8 EMPLOYEES OCCUPANCY GROUP & DIVISION: RENTAL / RETAIL ENTERPRISE PARKING REQUIREMENTS: AUTOMOTIVE SALES REQUIRED: 1 SPACE PER 1,000 SF OF GROSS FLOOR AREA PLUS 1 PER 5,000 SF OF DEVELOPED AREA. GROSS FLOOR AREA: 2,400 SQ. FT. = 3 STALLS REQUIRED DEVELOPED AREA: 36,554 SQ. FT. = 8 STALLS REQUIRED TOTAL STALLS REQUIRED: 11 STALLS RENTAL CAR STORAGE PROVIDED: 79 STALLS EMPLOYEE PARKING PROVIDED: 10 STALLS CUSTOMER PARKING PROVIDED: 19 STALLS (INCLUDING 2 HANDICAP STALLS) MERCY CLINIC PARKING REQUIREMENTS: (PER MERCY CLINIC AT GREENWAY PARK SITE PLANS - FILED 2009 3 SPACES PER 1,000 SF MEDICAL PARKING REQUIRED = 87 SPACES (14,000 SF PROPOSED & 15,000 SF FUTURE) PARKING PROVIDED = 106 SPACES OPEN SPACE/IMPERVIOUS REQUIREMENTS: TOTAL SITE AREA = 90,745 S.F. (2.08 AC) REQUIRED OPEN SPACE = 18,149 S.F. (20%) EXISTING OPEN SPACE = 66,331 S.F. (73%) EXISTING IMPERVIOUS = 24,414 S.F (27%) PROPOSED OPEN SPACE = 29,335 S.F. (32.3%) PROPOSED IMPERVIOUS = 61,410 S.F (67.7%) NET INCREASE IMPERVIOUS AREA = 36,996 S.F. (0.85 ACRES) 100-YEAR FLOOD ELEVATION: NOT IN 100-YEAR FLOOD PLAIN SITE CONTROL AND BENCHMARKS: BASIS OF BEARING OBTAINED FROM GPS OBSERVATIONS DATUM = NAD 83, IOWA SOUTH BENCHMARK DATUM = NAVD88, GEOID 18) POINT #9000, REBAR NORTHING = 588988.33 EASTING = 1538255.82 ELEVATION = 1017.06 DESCRIPTION: LOCATED NORTH OF THE OF THE PARKING SPACES IN THE SOUTH WEST CORNER OF THE PROPERTY VICINITY MAP SCALE: NONE COPYRIGHT 2022 BISHOP ENGINEERING. THIS DOCUMENT AND THE INFORMATION CONTAINED MAY NOT BE REPRODUCED OR EXCERPTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF BISHOP ENGINEERING. UNAUTHORIZED COPYING OR DISCLOSURE OF CONSTRUCTION USE ARE PROHIBITED BY COPYRIGHT LAW. LEGEND: SAN SANITARY SEWER ST STORM SEWER W WATER LINE G GAS LINE U/E UNDERGROUND ELECTRIC O/E OVERHEAD ELECTRIC TELE TELEPHONE LINE F/O FIBER OPTIC CATV CABLE TV STORM MANHOLE CURB INTAKE SURFACE INTAKE FLARED END SECTION SANITARY MANHOLE CLEANOUT FIRE HYDRANT SPRINKLER IRRIGATION CONTROL VALVE WATER MANHOLE WELL WATER VALVE WATER SHUT OFF YARD HYDRANT ELECTRIC MANHOLE ELECTRIC METER ELECTRIC RISER ELECTRIC VAULT POWER POLE TRANSFORMER POLE LIGHT POLE ELECTRIC JUNCTION BOX ELECTRIC PANEL TRANSFORMER GROUND LIGHT GUY WIRE ELECTRIC HANDHOLE GAS METER GAS VALVE AIR CONDITIONING UNIT TELEPHONE RISER TELEPHONE VAULT TELEPHONE MANHOLE TRAFFIC SIGNAL MANHOLE FIBER OPTIC MANHOLE FIBER OPTIC RISER FIBER OPTIC VAULT CABLE TV RISER SIGN BOLLARD 7 DENOTES NUMBER OF PARKING STALLS PROPERTY CORNER - FOUND AS NOTED PROPERTY CORNER- PLACED AS NOTED SECTION CORNER - FOUND AS NOTED D S CO H Y D I CV W WSO Y A DR E EM E ELEC EJ EP GM GV A/C T TEL T TS FO F/O TV W WV CO V E R S H E E T C0.1 SHEET INDEX: C0.1 COVER SHEET C1.1 EX. CONTIONS & DEMO PLAN C2.1 LAYOUT PLAN C3.1 GRADING PLAN C4.1 UTILITY PLAN C5.1 LANDSCAPE PLAN C6.1 DETAILS SHEET C7.1 SWPPP UTILITY CONFLICT NOTES: 1.UTILITY CONFLICTS MAY EXIST ACROSS THE SITE WITH NEW UTILITIES, GRADING, PAVING ETC. MOST UTILITY CONFLICTS HAVE BEEN CALLED OUT FOR CONTRACTOR CONVENIENCE. 2.CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONFLICTS THAT ARE EITHER CALLED OUT ON THE PLANS OR THAT CAN BE SEEN ON THE PLANS BETWEEN AN EXISTING UTILITY AND PROPOSED CONSTRUCTION WETLAND NOTES: 1.BISHOP ENGINEERING DOES NOT PERFORM WETLAND STUDIES OR WETLAND MITIGATION. IT IS THE OWNER'S RESPONSIBILITY TO DETERMINE IF ANY WETLANDS ARE LOCATED ON THE PROJECT SITE AND PERFORM ANY NECESSARY MITIGATION PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES. SURVEY NOTES: 1.SURVEY WORK WAS COMPLETED BY BISHOP ENGINEERING ON 7-7-22. GENERAL NOTES: 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH 2022 SUDAS AND 2020 WAUKEE STANDARD SPECIFICATIONS AND ANY AND ALL CITY/COUNTY SUPPLEMENTAL SPECIFICATIONS. THE CITY OF WAUKEE MUST BE NOTIFIED BY ALL CONTRACTORS 48 HOURS PRIOR TO COMMENCING WORK. 2.IN EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS SHALL GOVERN. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES. ANY DAMAGE TO SAID UTILITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE. 4.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT O.S.H.A. CODES AND STANDARDS. NOTHING INDICATED ON THESE PLANS SHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH THE APPROPRIATE SAFETY REGULATIONS. 5.ALL NECESSARY CONSTRUCTION SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES REQUIRED DURING CONSTRUCTION WILL BE FURNISHED BY THE CONTRACTOR. SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES MUST BE IN CONFORMANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS." 6.BISHOP ENGINEERING SHALL NOT BE LIABLE FOR ANY INJURIES THAT HAPPEN ON SITE. THIS SHALL INCLUDE BUT NOT BE LIMITED TO TRENCH COLLAPSES FROM VARYING SOIL CONDITIONS OR INJURIES CAUSED BY UNDERGROUND UTILITIES INCLUDING UTILITIES THAT ARE NOT SHOWN ON PLAN. 7.THE CONTRACTOR IS LIABLE FOR ALL DAMAGES TO PUBLIC OR PRIVATE PROPERTY CAUSED BY THEIR ACTION OR INACTION IN PROVIDING FOR STORM WATER FLOW DURING CONSTRUCTION. DO NOT RESTRICT FLOWS IN EXISTING DRAINAGE CHANNELS, STORM SEWER, OR FACILITIES. 8.THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SCHEDULE FOR PERFORMANCE OF WORK ITEMS. THIS SCHEDULE SHALL BE PROVIDED BY THE CONTRACTOR AT THE PROJECT PRECONSTRUCTION CONFERENCE. NO WORK SHALL BEGIN UNTIL A SCHEDULE HAS BEEN SUBMITTED AND ACCEPTED. THE CONTRACTOR SHALL THEN PERFORM WORK TO CONFORM TO THE ACCEPTED SCHEDULE. 9.LABORATORY TESTS SHALL BE PERFORMED BY THE OWNER UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDE SAMPLES OF MATERIAL REQUIRED FOR LABORATORY TESTS AND TESTING IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS. 10.SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED OR PAID FOR SEPARATELY. 11.THE CONTRACTOR SHALL PROTECT ALL STRUCTURES NOT SHOWN AS REMOVALS ON THE PLANS. 12.THE CONTRACTOR SHALL OBTAIN ANY AND ALL NECESSARY PERMITS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL WORK WITH OWNER OR OWNERS REPRESENTATIVE ON ALL REQUIRED STORM WATER DISCHARGE PERMITS FROM THE IOWA DEPARTMENT OF NATURAL RESOURCES AND THE CITY OF WAUKEE. 13.GRADING AND EROSION CONTROL SHALL BE DONE IN ACCORDANCE WITH THE APPROVED GRADING PLAN, SWPPP, NPDES DOCUMENTS, AND IOWA DEPARTMENT OF NATURAL RESOURCES REQUIREMENTS. 14.THE CONTRACTOR SHALL PICK UP ANY DEBRIS SPILLED ONTO THE ADJACENT RIGHT OF WAY OR ABUTTING PROPERTIES AS THE RESULT OF CONSTRUCTION, AT THE END OF EACH WORK DAY AND PRIOR TO A RAIN EVENT. 15.THE CONTRACTOR IS RESPONSIBLE FOR THE PROMPT REMOVAL OF ALL MUD THAT HAS BEEN TRACKED OR WASHED UNTO ADJACENT PROPERTY OR RIGHT OF WAY UNTIL SUCH TIME THAT PERMANENT VEGETATION HAS BEEN ESTABLISHED. 16.DISPOSE OF ALL EXCESS MATERIALS AND TRASH IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS. PROVIDE WASTE AREAS OR DISPOSAL SITES FOR EXCESS MATERIALS NOT DESIRABLE FOR INCORPORATION INTO THE PROJECT. PAVING NOTES: 1.THE PAVING/ GRADING CONTRACTOR SHALL BACKFILL THE PAVING SLAB AND FINE GRADE THE RIGHT OF WAY AS SOON AFTER THE PAVING AS POSSIBLE. ALL AREAS SHALL BE SEEDED IN ACCORDANCE WITH CITY OF WAUKEE STANDARD SPECIFICATIONS AND THE CURRENT VERSION OF SUDAS. 2.SUBGRADE PREPARATION AND PAVEMENTS WILL BE CONSTRUCTED FOLLOWING RECOMMENDATIONS IN THE SOILS REPORT. APPROVED SOILS ENGINEER MUST SIGN OFF ON SUB BASE PRIOR TO ANY PAVEMENT BEING PLACED. 3.SEE DETAILS FOR ALL PAVEMENT THICKNESS. 4.ALL PEDESTRIAN WALKWAYS THAT UNLOAD INTO A VEHICLES TRAVELED PATH MUST HAVE A.D.A. DETECTABLE WARNING PANEL(S) AS PER A.D.A. REGULATIONS. PANEL TYPE & COLOR SHALL BE PER CITY STANDARD. 5.ALL WALKS, PARKING LOTS, HANDICAP PARKING, RAMPS, ETC. SHALL COMPLY WITH ALL A.D.A. AND CITY CODES. HANDICAP PARKING SIGNAGE IS REQUIRED FOR ALL HANDICAP STALLS AND SHALL BE CONSIDERED INCIDENTAL. IN EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE A.D.A./CITY CODES THE A.D.A./CITY CODES SHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING A.D.A. CODES ARE MET. UTILITY NOTES: 1.QUANTITY CALLOUTS ON PIPE LENGTHS ARE APPROXIMATE AND SHOULD BE USED FOR REFERENCE ONLY. 2.THE CONTRACTOR SHALL PROVIDE AS-BUILTS OF ALL UTILITIES, INCLUDING DEPTH AND LOCATION OF ALL SERVICES. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND ALL COSTS ASSOCIATED WITH AS-BUILT TOPO OF DETENTION POND & DETENTION POND STORM SEWER. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING BISHOP ENGINEERING (AT 515-276-0467) TO PERFORM SAID AS-BUILT SURVEY. IF DETENTION PONDS HAVE BEEN GRADED INCORRECTLY, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUBSEQUENT AS-BUILT TOPO SURVEYS UNTIL ISSUES HAVE BEEN RECTIFIED. 4.THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OF ANY AND ALL EXISTING AND PROPOSED UTILITIES TO PROPOSED GRADES. EXISTING UTILITIES SHALL BE RAISED OR LOWERED IN ACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS. ANY NECESSARY ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION. 5.ACTIVE EXISTING FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED, REROUTED, OR CONNECTED TO PUBLIC OR PRIVATE STORM SEWER TO REMAIN IN SERVICE. 6.ALL PROPOSED RCP STORM SEWER PIPE JOINTS SHALL BE FABRIC WRAPPED AND THE LAST 3 PIPE SECTIONS ON THE APRON SHALL BE TIED WITH RF-14 TYPE II CONNECTORS. ALL APRONS SHALL HAVE A STANDARD FOOTING AND TRASH GUARD. 7.ALL RIP RAP CALLED OUT ON PLANS SHALL BE UNDERLAIN WITH ENGINEERING FABRIC. 8.SANITARY SEWER SERVICE CONNECTIONS SHALL BE PLACED AT A SLOPE OF NO LESS THAN 2%. SERVICES SHALL MAINTAIN 18" OF VERTICAL SEPARATION FROM THE WATERMAIN WITH 18" OF COMPACTED LOW PERMEABILITY SOIL BETWEEN THE UTILITIES WITHIN 10' OF THE CROSSING. 9.MANDREL AND PRESSURE TESTS SHALL BE REQUIRED FOR ALL PROPOSED SANITARY LINES. TELEVISING OF THE SANITARY SEWER SYSTEM SHALL BE COMPLETED PRIOR TO PAVING UNLESS OTHERWISE APPROVED BY JURISDICTION. 10.WATERMAINS SHALL BE C-900. SIZE OF WATERMAIN AS SHOWN ON PLANS. 11.THRUST BLOCKS SHALL BE INSTALLED AS REQUIRED AND SHALL BE CONSIDERED INCIDENTAL TO WATERMAIN CONSTRUCTION. 12.PROPOSED WATERMAIN SHALL BE PRESSURE TESTED, BACTERIA TESTED AND CHLORINATED. THE FILLING OF THE WATER MAIN SHALL BE DONE BY THE CITY OF WAUKEE. 13.TRACER WIRE SHALL BE ADDED TO ALL WATER MAIN, AND BROUGHT TO THE SURFACE AT EVERY HYDRANT. 14.ALL HYDRANTS WILL IMMEDIATELY BE COVERED WITH A BLACK PLASTIC BAG (OR EQUIVALENT) ONCE THE HYDRANT IS INSTALLED. THE CITY OF WAUKEE WILL NOTIFY THE CONTRACTOR WHEN THE BAGS CAN BE REMOVED. 15.THE MINIMUM HYDRANT LEAD SHALL BE 3.5 FEET. 16.ALL HYDRANTS SHALL BE FITTED WITH 5" STORZ FITTINGS. REFERENCE NUMBER: 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 DRAWN BY: CHECKED BY: REVISION DATE: PROJECT NUMBER: SHEET NUMBER: EN T E R P R I S E R . A . C . WA U K E E , I O W A REB 070600 SVS 1ST CITY SUB 2022-09-09 2ND CITY SUB - 2022-10-12 3RD CITY SUB - 2022-11-30 210170 PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N L: \ L A N D P R O J E C T S 2 0 2 1 \ 2 1 0 1 7 0 W A U K E E E N T E R P R I S E R E N T - A - C A R \ D W G \ C 0 C O V E R . D W G 12 / 1 / 2 0 2 2 5 : 2 0 : 0 0 P M UTILITY NOTE: THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM THE FIELD SURVEY, EXISTING PUBLIC RECORDS, AND PLANS PROVIDED BY OTHERS. SURFACE UTILITY LOCATIONS HAVE BEEN FIELD LOCATED BY BISHOP ENGINEERING, UNLESS OTHERWISE NOTED. ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE LOCATIONS ONLY. BISHOP ENGINEERING DOES NOT GUARANTEE THE UNDERGROUND LOCATION OF ANY UTILITIES SHOWN. IT SHALL BE THE DUTY OF THE CONTRACTOR TO DETERMINE THE LOCATION AND DEPTH OF ANY UNDERGROUND UTILITIES SHOWN AND IF ANY ADDITIONAL UTILITIES, OTHER THAN THOSE SHOWN ON THE PLANS, MAY BE PRESENT. A REQUEST WAS MADE TO IOWA ONE CALL FOR UTILITY PROVIDERS TO VERIFY, LOCATE, AND MARK THEIR UTILITIES IN THE FIELD. ABBREVIATIONS: AC ACRES ASPH ASPHALT BK BOOK CONC CONCRETE D DEEDED DISTANCE EX EXISTING ENCL ENCLOSURE FF FINISHED FLOOR FL FLOW LINE FRAC FRACTIONAL M MEASURED DISTANCE MH MANHOLE OPC ORANGE PLASTIC CAP P PLATTED DISTANCE PG PAGE POB POINT OF BEGINNING POC POINT OF COMMENCEMENT PRA PREVIOUSLY RECORDED AS PUE PUBLIC UTILITY EASEMENT ROW RIGHT OF WAY RPC RED PLASTIC CAP SF SQUARE FEET SAN SANITARY TYP TYPICAL YPC YELLOW PLASTIC CAP N NORTH S SOUTH E EAST W WEST F/O C0.1, C1.1, C2.1, C3.1, C4.1, C6.1 & C7.1 PAVEMENT SAWCUT NOTES: 1.CONTRACTOR TO PROVIDE SAWCUT JOINTING PLAN TO SETH SUNDERMAN, BISHOP ENGINEERING (515-276-0467 OR SSUNDERMAN@BISHOPENGR.COM) PRIOR TO ANY CONCRETE PAVEMENT INSTALLATION. 2.PAVEMENT MAY BE REQUIRED TO BE REMOVED AND REPLACED IF PLACED WITHOUT AN APPROVED PLAN. 3.LONGITUDINAL JOINTS IN DRIVE LANES & THE OUTER MOST JOINT OF ALL PARKING AREAS SHALL BE SUDAS TYPE 'L-1' OR 'L-2' JOINTS AND HAVE STEEL. INTERIOR PARKING LOT JOINTS, OTHER THAN THE OUTER MOST JOINT, DO NOT NEED STEEL AND SHALL BE SUDAS TYPE 'B' JOINTS. 4.TYPICAL LONGITUDINAL JOINTS SHALL BE PLACED IN THE CENTER OF ALL DRIVE AISLES AND AT THE END OF ALL PARKING STALLS. 5.ALL TRANSVERSE JOINTS SHALL BE SUDAS TYPE 'C' OR TYPE 'DW' JOINTS WITH STEEL IN THE CASE OF A DAY'S WORK JOINT. PAVEMENT PLACEMENT NOTES: 1.SEE PROJECT SPECIFICATION SECTION 32 13 13 FOR LASER SCREED REQUIREMENTS. STORM & SANITARY TELEVISING NOTES: 1.CONTRACTOR IS REQUIRED TO TELEVISE ALL SANITARY AND STORM SEWER SYSTEM PRIOR TO PAVING OPERATIONS. 2.CONTRACTOR SHALL SEND VIDEO INSPECTION TO THE ENGINEER FOR APPROVAL PRIOR TO PAVING. 3.CONTRACTOR SHALL PROVIDE COPIES OF THE REPORTS AND VIDEOS TO THE CITY OF WAUKEE ENGINEERING DEPARTMENT FOR APPROVAL PRIOR TO PAVING. SWPPP NOTES: 1.STORM WATER POLLUTION PREVENTION PLAN HAS BEEN PREPARED BY BISHOP ENGINEERING. CONTACT GODWIN AGBLEZE (515-276-0467) FOR A COPY OF THE SWPPP. 2.THIS PROJECT INCLUDES SAWCUTTING OR CONCRETE GRINDING SO PROTECTION OF STORM SEWERS AND DRAINAGE WAYS WILL NEED TO BE PROVIDED FROM SLURRY FROM THE CONCRETE OPERATIONS. SEE SWPPP SHEET FOR ADDITIONAL DETAILS. REQUIRED AS-BUILTS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR COST OF AS-BUILT TOPO OF ALL DETENTION PONDS & DETENTION POND STORM SEWER, PUBLIC STORM SEWER, , RAMPS, LANDINGS, CROSSWALKS AND PUBLIC IMPROVEMENTS. CONTRACTOR SHALL CONTACT BISHOP ENGINEERING (SETH SUNDERMAN AT 515-276-0467) TO PERFORM SAID AS-BUILT SURVEYS. IF ANYTHING HAS BEEN CONSTRUCTED INCORRECTLY, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUBSEQUENT AS-BUILT SURVEYS UNTIL ISSUES HAVE BEEN RECTIFIED. **CONTRACTOR SHALL CONTACT BISHOP ENGINEERING FOR POND AS-BUILTS AFTER TOPSOIL RESPREAD AND BEFORE SEEDING HAS TAKEN PLACE** AFTER DETENTION BASINS HAVE BEEN AS-BUILT AND APPROVED, BISHOP ENGINEERING SHALL PROVIDE A SIGNED CERTIFICATION STATEMENT TO THE CITY OF WAUKEE INDICATING THAT FACILITIES WERE CONSTRUCTED AS DESIGNED. SPECIFICATIONS NOTES: 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE ENTERPRISE R.A.C WAUKEE PROJECT SPECIFICATIONS, CITY OF WAUKEE SPECIFICATIONS AND SUDAS SPECIFICATIONS. 2.FOR ANY DISCREPANCIES BETWEEN THE ENTERPRISE R.A.C WAUKEE PROJECT SPECIFICATIONS AND THE CITY OF WAUKEE REQUIREMENTS AND SPECIFICATIONS, PLUMBING CODE, AND URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENT (2022 EDITION SUDAS), THE CITY OF WAUKEE STANDARD SPECIFICATIONS SHALL GOVERN. 3.FOR ALL SPECIFICATION DISCREPANCIES, PROJECT ENGINEER SHALL BE CONTACTED PRIOR TO PROCEEDING WITH CONSTRUCTION. IF ENGINEER IS NOT CONTACTED, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY PROBLEMS THAT RESULT FROM SAID DISCREPANCIES. 4.FOR ALL SPECIFICATION DISCREPANCIES, CONTRACTOR MUST OBTAIN WRITTEN APPROVAL FROM THE CITY OF WAUKEE ENGINEERING DEPARTMENT FOR ANY CHANGES TO PROPOSED SITE INFRASTRUCTURE OR GRADES PRIOR TO PROCEEDING WITH ANY CHANGES. SECURITY NOTES: 1.CONTRACTOR RESPONSIBLE FOR SECURITY OF THE SITE. 2.TEMPORARY FENCES OR ANY OTHER SECURITY MEASURES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 3.NO SECURITY MEASURES WILL BE ELIGIBLE FOR A CHANGE ORDER AND MUST BE INCLUDED IN THE BASE BID. STAKING NOTES: 1.CONTRACTOR IS REQUIRED TO HAVE ALL STAKING DONE UNDER THE SUPERVISION OF A LICENSED LAND SURVEYOR AND IN COORDINATION WITH THE PROJECT ENGINEER. 2.CONTRACTOR IS REQUIRED TO HAVE ALL STAKING DONE DIRECTLY UNDER THE GENERAL CONTRACTOR BY A SINGLE COMPANY. 3.STAKING DOES NOT RELIEVE CONTRACTOR OF ULTIMATE RESPONSIBILITY TO CONSTRUCT THE PROJECT PER PLAN. EARTHWORK BALANCE NOTES: 1.SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED OR PAID FOR SEPARATELY. CONTRACTOR RESPONSIBLE FOR MAKING THE SITE EARTHWORK BALANCE. 2.THIS INCLUDES BUT IS NOT LIMITED TO TOPSOIL, POOR SOILS AND STRUCTURAL FILL NECESSARY TO MEET PROJECT PLANS AND SPECIFICATIONS. UTILITY MAPS PROVIDED BY: 1. ELECTRIC (MIDAMERICAN / 515-252-6972) 2. STORM AND SANITARY (CITY OF WAUKEE / 515-978-7920) 3. FIBER OPTIC (AUREON / 515-830-0445) (ICN / 800-572-3940) (CENTURYLINK / 918-547-0147) (MEDIACOM / 515-246-6668) (UPN / 816-425-3556) (VERIZON / 972-729-7000) (MI-FIBER / 515-897-9192) (CONSOLIDATED COMMUNICATIONS/ 507-386-3606) 4. GAS (CITY OF WAUKEE / 515-978-7920) 5. WATER (CITY OF WAUKEE / 515-978-7920) SITE PLAT NOTES: 1. PER THE PLAT A BLANKET EASEMENT SHALL BE PROVIDED ACROSS LOTS 2 AND 3 FOR PUBLIC INGRESS/EGRESS, PEDESTRIAN AND CROSS ACCESS AND PARKING. 2. PER THE PLAT SIDEWALKS ADJACENT TO LOTS 1, 2 AND 3 ARE REQUIRED AS A PART OF THE DEVELOPMENT OF EACH LOT. 3. PER THE PLAT UTILITY SERVICES TO EACH LOT WITHIN THE PLAT ARE TO BE PROVIDED AS A PART OF THE DEVELOPMENT OF EACH LOT. CP #9000 6" TREE 6" TREE CO EX INTAKE T/C=1017.59 D EX INTAKE T/C=1018.13 FL(S)= 1014.83 FL(N)= 1014.28 FL(W)=1013.27 EX INTAKE T/C=1018.24 S EX SAN MH RIM=1019.34 NW VENTURE DRIVE N W A R R I O R L A N E F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/O F/O F/O F/O F/ O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O APPROX. LOCATION PER CENTURYLINK MAP EX . C O N C R E T E S I D E W A L K EX. CONCRETE PARKING LOT 30' BUILDI N G S E T B A C K 30 ' B U I L D I N G S E T B A C K 30' BUIL D I N G S E T B A C K 30 ' B U I L D I N G S E T B A C K 10' PUE ( B O O K 2 0 1 0 , P A G E 1 8 7 ) 10 ' P U E ( B O O K 2 0 1 0 , P A G E 1 8 7 ) 10' X 130' ELECTRIC EASEMENT (BOOK 2010, PAGE 4066) 10 ' P U E 10 ' S A N I T A R Y S E W E R E A S E M E N T (B O O K 2 0 1 6 , P A G E 2 5 4 7 4 ) PUBLIC STORM SEWER EASEMENT (BOOK 2010, PAGE 188) CP #9001 CP #9002 CP #9003 MB TBM: BURY BOLT ELEV=1021.68 WV F/O FF=1021.51 MBGM WV TBM: BURY BOLT ELEV=1022.69 4" TREE 2" TREE EX PVC FL=1016.73 6" PINE 6" PINE 6" PINE F/O H Y D TBM: BURY BOLT ELEV=1019.37 WV WV 6" TREE EX 15" FES FL=1011.14 CO EX INTAKE T/C=1013.44 FL(NE)= 1011.44 FL(W)= 1011.19 EX INTAKE T/C=1013.40 FL(SW)= 1011.50 FL(E)= 1011.15 10 1 9 1020 102 1 1020 1020 1021 10 2 2 1022 10 2 2 1 0 1 5 1 0 1 6 10 1 7 10 1 8 1016 101 7 1018 1019 1015 1 0 1 6 1 0 1 7 1 0 1 8 101 9 102 0 1019 1020 1018 1021 1020 10 2 1 EX. "TRAIL XING" SIGN EX. CONCRETE PARKING LOT O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E EX. CONCRETE SIDEWALK EX. CONCRETE SIDEWALK EX. RESERVED PARKING SIGN W 12" W 12" W 12" W 12" W 12" W12" W12" W12" W12" W12" W12"W12"W12"W12"W 12"W 12"W 12" W12 " W12 " W12 " W 12 " W 12 " W12 " W12 " W12 " W12 " W12 " W12 " W8"W8" W8" W8" W8" ST 15" ST 15" ST 15" ST 15" ST 15" ST 15" ST 15" SAN 8" SAN 8" SA N 6" SA N 6" SA N 6" SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8" SA N 12 " SA N 12 " SA N 12 " SA N 12 " SA N 12 " SA N 12 " SA N 12 " SA N 12 " SA N 12 " SA N 12 " 4" G4" G 4"G 4"G 4"G 4"G 4"G 4" G 4" G 2" G 2"G 2" G 4" G 4" G4" G4" G 4" G 4" G 4" G 4" G 4" G 4" W W8"W8"W8"W8" W8" W8" W8" ST 12 " ST 12 " ST 12 " ST 12 " ST 12" ST 12" ST ST 18" ST 18" ST 18" ST 15" ST 15" ST 15" ST 15" SA N 16 " SA N 16 " SA N 16 " SA N 16 " SA N 16 " SAN16"SAN16"SAN16" SA N 16 " SA N 16 " SA N 16 " SA N 16 " SA N 16 " APPROX. LOCATION PER CITY OF WAUKEE MAP APPROX. LOCATION PER CITY OF WAUKEE MAP APPROX. LOCATION PER CITY OF WAUKEE MAP APPROX. LOCATION PER CITY OF WAUKEE MAP APPROX. LOCATION PER CITY OF WAUKEE MAP APPROX. LOCATION PER CITY OF WAUKEE MAP APPROX. LOCATION PER CITY OF WAUKEE MAP APPROX. LOCATION PER CITY OF WAUKEE MAP APPROX. LOCATION PER CITY OF WAUKEE MAP EX. BUILDING MERCY IOWA CLINIC APPROX. LOCATION PER CITY OF WAUKEE MAP APPROX. LOCATION PER CITY OF WAUKEE MAP 1 0 1 1 1 0 1 4 1 0 1 4 1 0 1 8 1 0 1 7 101 9 U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/ E U / E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E APPROX. LOCATION PER MIDAMERICAN MAP APPROX. LOCATION PER MIDAMERICAN MAP EX. BOLLARD (TYP.) LOT 2 OWNER: PHILIP E BRODERICK LLC ZONE: C-1 (COMMERCIAL DISTRICT) LOT 3 OWNER: LADCO PROPERTIES ZONE: C-1 (COMMERCIAL DISTRICT) OUTLOT "U" OWNER: CITY OF WAUKEE ZONE: C-1 (COMMERCIAL DISTRICT) EX. CURB DROP EX. CURB DROP ST 6" ST 6" ST 6" ST 6" D D ST 15" ST 15 " ST 15 " ST 15 " ST 15 " ST 15 " ST 15 " ST 15 " ST 15 " ST 15 " ST 15 " 2 4 " S T 2 4 " ST 15 " APPROX. LOCATION PER CITY OF WAUKEE MAP APPROX. LOCATION PER CITY OF WAUKEE MAP PUBLIC ROAD (PCC) - 1 0 0 ' R . O . W . PU B L I C R O A D ( A S P H A L T ) - 1 0 0 ' R . O . W . HYD HY D (S89°37'32'E 35.46') (S76°32'5 7 ' E C H 3 6 2 . 0 0 ' ) (S44°37'32'E CH 21.21') (S 0 0 ° 2 2 ' 2 8 ' W 1 4 8 . 1 4 ' ) (S90°00'00'W 167.27') (S72°51 ' 1 0 ' W 2 6 8 . 8 4 ' ) (N 0 0 ° 0 0 ' 0 0 ' E 2 8 1 . 4 6 ' ) (N 2 6 ° 3 1 ' 3 8 ' E 5 0 . 8 2 ' ) EX. 16" FORCE MAIN 10 0 ' R. O . W . 100' R.O.W. 36 . 4 6 ' 18 . 4 9 ' 34.83' EX 18" FES FL=1009.74 1 0 1 3 1 0 1 6 10 1 2 1 0 1 4 DEMO EXISTING PAVEMENT CURB & GUTTER AND PARKING STALLS DEMO EXISTING SIDEWALK & DETECTABLE WARNING SAWCUT CLEAN EDGE SAWCUT CLEAN EDGE REMOVE EX. LIGHT POLE REMOVE EX. LIGHT POLE REMOVE EX. SIGN REMOVE EX. SIGN PROTECT EX TREE PROTECT EX. PIPE PROTECT EX. SANI SWR PIPE PROTECT EX. STORM SWR PIPE PROTECT EX. SIGN PROTECT EX. SANI SWR STUB PROTECT EX. UTILITY STRUCTURES & PIPE PROTECT EX. F/O STRUCTURE. ADJUST TO GRADE IF NECESSARY GRIND CURB TO ACCOMMODATE FOR PED RAMPS PROTECT EX. SANITARY SEWER MAIN REMOVE & REPLACE TO NEAREST JOINT AT LIMITS SHOWN REMOVE & REPLACE TO NEAREST JOINT AT LIMITS SHOWN EX . C O N D I T I O N S & D E M O P L A N C1.1 REFERENCE NUMBER: 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 DRAWN BY: CHECKED BY: REVISION DATE: PROJECT NUMBER: SHEET NUMBER: EN T E R P R I S E R . A . C . WA U K E E , I O W A REB 070600 SVS 1ST CITY SUB 2022-09-09 2ND CITY SUB - 2022-10-12 3RD CITY SUB - 2022-11-30 210170 PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N GRAPHIC SCALE 020 10 20 40 L: \ L A N D P R O J E C T S 2 0 2 1 \ 2 1 0 1 7 0 W A U K E E E N T E R P R I S E R E N T - A - C A R \ D W G \ C 1 E X . C O N D I T I O N S & D E M O . D W G 12 / 1 / 2 0 2 2 5 : 2 0 : 1 8 P M DEMO LEGEND: PAVEMENT REMOVAL LIMITS DENOTES PROTECTION DENOTES REMOVAL DEMO NOTES: 1.SAWCUT & REMOVE ALL PAVEMENT TO FULL DEPTH OF SLAB. 2.PROTECT ALL TREES NOT CALLED OUT FOR REMOVAL WITH ORANGE CONSTRUCTION FENCE AT THE DRIP LINE. 3.PAVEMENT STRIPING CALLED OUT FOR REMOVAL SHALL BE SANDBLASTED. NO GRINDING WILL BE ALLOWED. 4.CONTRACTOR TO LOCATE AND VERIFY ALL EXISTING UTILITY LOCATIONS AND DEPTH ON SITE PRIOR TO CONSTRUCTION AND CONTACT ENGINEER/OWNER IF DIFFERENT FROM PLANS OR IN CONFLICT WITH CONSTRUCTION ACTIVITIES. 5.CONTRACTOR TO COORDINATE PERMITTING, SIGNAGE AND LANE CLOSURE WITH CITY AS REQUIRED FOR WORK WITHIN RIGHT OF WAY PRIOR TO START OF CONSTRUCTION. 6.CONTRACTOR TO PROTECT ALL UTILITIES, PAVEMENTS AND STRUCTURES THAT ARE NOT SCHEDULED FOR REMOVAL. CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY DAMAGED UTILITIES, PAVEMENTS, AND STRUCTURES NOT SCHEDULED FOR REMOVAL PER CITY/OWNER SPECIFICATIONS AT THE CONTRACTORS EXPENSE. 7.CONTRACTOR TO REMOVE EXISTING TEMPORARY GRANULAR SURFACE AND UNSUITABLE MATERIALS WITHIN REMOVAL LIMITS SHOWN AND HAUL OFF TO AN APPROVED LOCATION. 8.CONTRACTOR TO COORDINATE WITH OWNER FOR SALVAGING & STORING MATERIALS AT A LOCATION DESIGNATED BY THE OWNER. 9.CONTRACTOR TO COORDINATE WITH UTILITY OWNERS AND MEP FOR ANY REQUIRED RELOCATION OR ADJUSTMENT OF EXISTING FIBER, ELECTRIC AND GAS LINES AS NEEDED TO AVOID CONFLICT WITH CONSTRUCTION ACTIVITIES AND IMPROVEMENTS. 10.CONTRACTOR TO COORDINATE WITH ARCHITECT AND STRUCTURAL FOR ANY BUILDING AND STOOP DEMOLITION. 40' X 57'-4" BUILDING 2,400 SF FF=1022.66 22.59' 21.38' R5' 13 ' 91' 13 ' R 5 ' R25 ' R15 ' 17.07' 20' 23 . 6 4 ' 9' MATCH EX. CURB AND GUTTER HEIGHT AND MATERIALSAWCUT EX. CONC. TO CLEAN EDGE & MATCH EX. LIGHT DUTY PAVEMENT (REF. DETAIL 1/C6.1) ADA SIGN (REF. DETAIL 7, A5.02) ADA RAMP ADA LANDING ADA RAMP HEAVY DUTY PAVEMENT (REF. DETAIL 2/C6.1) LIGHT DUTY PAVEMENT (REF. DETAIL 1/C6.1) 25 ' 104.99' 100' LIGHT DUTY PAVEMENT (REF. DETAIL 1/C601) LIGHT DUTY PAVEMENT (REF. DETAIL 1/C6.1) 10' GARAGE DOOR 10' GARAGE DOOR STRUCTURAL STOOP, TYP. (REF. ARCH & STRUCT) STRUCTURAL STOOP, TYP. (REF. ARCH & STRUCT) STRUCTURAL STOOP, TYP. (REF. ARCH & STRUCT) 13' R5 ' 1. 6 1 ' R5 ' R20 ' 31.5' 25.5' 57 . 6 7 ' 5' 21 . 5 ' 22' 96 . 5 ' 8' 8' 13' R 5 'R5' 24' 13' 18'24'18' 13'2. 1 1 ' 12 . 1 1 ' 24' 176.99' 18 . 5 ' 4" PCC S I D E W A L K 4" P C C S I D E W A L K 5' 5" PC C T U R N E D D O W N W A L K CO CO 60 10 9 109 6' 6' 88.01' R15 ' R25 ' 9 . 4 1 ' 158.31' R7 9 9 ' R7 9 4 ' 51.37' 51.38' 11 6 . 6 9 ' 11 6 . 7 5 ' 8.05' 7.91'12.9' 8.63' 26.8 2 ' 25.5 1 ' 28.1 7 ' 25.4 9 ' 8' 9.46' SAWCUT EX. CONC.TO CLEAN EDGE & MATCH EX. MATCH EX. TRANSFORMER ON CONC. PAD (REF. ELEC) PROP. TRASH ENCLOSURE (REF. ARCH) 5' 8. 8 6 ' 12 ' 21' TAPER CURB OVER 0.5' (TYP) TAPER CURB OVER 0.5' (TYP) 10 . 8 6 ' 10 . 1 3 ' SAWCUT EX. CONC. TO CLEAN EDGE & MATCH EX. 9. 5 ' 9' 9. 5 ' 9' PAINTED ADA STALLS PER ADAAG, TYP. PAINTED ADA SYMBOL PER ADAAG, TYP. VAN ACCESSIBLE ADA SIGN (REF. DETAIL 7, A5.02) 9. 5 ' 9' 9. 5 ' 9' 1' 25' 25'6' ADA LANDING 6'8.5' ADA RAMP 7. 6 7 ' 9.5' 9' 9.5' 9' 9' 20 ' PAINTED ISLAND MATCH EX MATCH EX. MATCH EX. NO CURB 5' 5" PC C T U R N E D D O W N WA L K 3' CURB OPENING 4' CURB OPENING 13 TONS CLASS "E" RIP-RAP W/ ENG. FABRIC 10" PCC PAVEMENT LIGHT POLE (REF. ELEC.) 6" PCC S I D E W A L K & R A M P S 4" PCC SIDEWALK 5' 1' 5' CO 5 6" PCC PED RAMPS PROP. DETECTABLE WALK PROP. DETECTABLE WALK PROP. DETECTABLE WALK 26.64 25.57 10 G 2"G 2"G 2" WV 7" DEPTH PCC. CONNECT TO ADJACENT PAVEMENTS W/ BT JOINT A/C GM 22' 12 . 9 9 ' 19 . 4 5 ' 5" PCC SIDEWALK 9. 5 ' 14' 8. 0 1 ' 11 . 5 ' 5.5' 5. 5 ' 5.5' 5. 5 ' R2' R 2 ' 6' 6' 13' 9' 10 . 2 9 ' 5'3. 3 3 ' 5' 3. 3 3 ' TAPER CURB OVER 0.5' TAPER CURB OVER 0.5' 22 . 7 6 ' 56 ' 8' 15 ' 91 ' 4" DEPTH PCC. CONNECT TO ADJACENT PAVEMENTS W/ BT JOINT 10 . 0 7 ' 9.68' APPROXIMATE LOCATION OF PROPOSED MONUMENT SIGN COORDINATE WITH CITY OF WAUKEE AND ARCHITECT FOR EXACT LOCATION 4" PCC SID E W A L K BREAK BETWEEN 4" & 6" PCC 24 ' D 40.0' 40.0' 57 . 3 ' 57 . 3 ' LIGHT POLE (REF. ELEC.) LIGHT POLE (REF. ELEC.) 4. 5 '11.82' 12.2' 11 TONS CLASS "E" RIP-RAP W/ ENG. FABRIC 9 TONS CLASS "E" RIP-RAP W/ ENG. FABRIC 17.13' S84°54'02"E 10 . 0 0 ' N0 5 ° 0 5 ' 5 8 " E 16.24' S84°54'02"E 10 . 0 4 ' S0 0 ° 0 0 ' 1 1 " W 4.6 5 ' 8.61' 21. 7 7 ' 11 . 6 7 ' ST ST ST ST CO CO CP #9000 6" TREE 6" TREE CO D S NW VENTURE DRIVE N W A R R I O R L A N E F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/O F/O F/O F/O F/ O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O EX . C O N C R E T E S I D E W A L K EX. CONCRETE PARKING LOT 30' BUILDI N G S E T B A C K 30 ' B U I L D I N G S E T B A C K 30' BUIL D I N G S E T B A C K 30 ' B U I L D I N G S E T B A C K 10' PUE ( B O O K 2 0 1 0 , P A G E 1 8 7 ) 10 ' P U E ( B O O K 2 0 1 0 , P A G E 1 8 7 ) 10' X 130' ELECTRIC EASEMENT (BOOK 2010, PAGE 4066) 10 ' P U E 10 ' S A N I T A R Y S E W E R E A S E M E N T (B O O K 2 0 1 6 , P A G E 2 5 4 7 4 ) PUBLIC STORM SEWER EASEMENT (BOOK 2010, PAGE 188) CP #9001 CP #9002 CP #9003 MB WV F/O FF=1021.51 MBGM WV 4" TREE 2" TREE 6" PINE 6" PINE 6" PINE F/O H Y D WV WV 6" TREE CO EX. "TRAIL XING" SIGN EX. CONCRETE PARKING LOT O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E EX. CONCRETE SIDEWALK EX. CONCRETE SIDEWALK W 12" W 12" W 12" W 12" W 12" W12" W12" W12" W12" W12" W12"W12"W12"W12"W 12"W 12"W 12" W12 " W12 " W12 " W 12 " W 12 " W12 " W12 " W12 " W12 " W12 " W12 " W8"W8" W8" W8" W8" ST 15" ST 15" ST 15" ST 15" ST 15" ST 15" ST 15" SAN 8" SAN 8" SA N 6" SA N 6" SA N 6" SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8" SA N 12 " SA N 12 " SA N 12 " SA N 12 " SA N 12 " SA N 12 " SA N 12 " SA N 12 " SA N 12 " SA N 12 " 4" G4" G 4"G 4"G 4"G 4"G 4"G 4" G 4" G 2" G 2"G 2" G 4" G 4" G4" G4" G 4" G 4" G 4" G 4" G 4" G 4" W W8"W8"W8"W8" W8" W8" W8" ST 12 " ST 12 " ST 12 " ST 12 " ST 12" ST 12" ST ST 18" ST 18" ST 18" ST 15" ST 15" ST 15" ST 15" SA N 16 " SA N 16 " SA N 16 " SA N 16 " SA N 16 " SAN16"SAN16"SAN16" SA N 16 " SA N 16 " SA N 16 " SA N 16 " SA N 16 " EX. BUILDING MERCY IOWA CLINIC U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/ E U / E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E EX. BOLLARD (TYP.) LOT 2 OWNER: PHILIP E BRODERICK LLC ZONE: C-1 (COMMERCIAL DISTRICT) LOT 3 OWNER: LADCO PROPERTIES ZONE: C-1 (COMMERCIAL DISTRICT) OUTLOT "U" OWNER: CITY OF WAUKEE ZONE: C-1 (COMMERCIAL DISTRICT) EX. CURB DROP EX. CURB DROP ST 6" ST 6" ST 6" ST 6" D D ST 15" ST 15 " ST 15 " ST 15 " ST 15 " ST 15 " ST 15 " ST 15 " ST 15 " ST 15 " ST 15 " 2 4 " S T 2 4 " ST 15 " PUBLIC ROAD (PCC) - 1 0 0 ' R . O . W . PU B L I C R O A D ( A S P H A L T ) - 1 0 0 ' R . O . W . HYD HY D (S89°37'32'E 35.46') (S76°32'5 7 ' E C H 3 6 2 . 0 0 ' ) (S44°37'32'E CH 21.21') (S 0 0 ° 2 2 ' 2 8 ' W 1 4 8 . 1 4 ' ) (S90°00'00'W 167.27') (S72°51 ' 1 0 ' W 2 6 8 . 8 4 ' ) (N 0 0 ° 0 0 ' 0 0 ' E 2 8 1 . 4 6 ' ) (N 2 6 ° 3 1 ' 3 8 ' E 5 0 . 8 2 ' ) 10 0 ' R. O . W . 100' R.O.W. LA Y O U T P L A N C2.1 REFERENCE NUMBER: 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 DRAWN BY: CHECKED BY: REVISION DATE: PROJECT NUMBER: SHEET NUMBER: EN T E R P R I S E R . A . C . WA U K E E , I O W A REB 070600 SVS 1ST CITY SUB 2022-09-09 2ND CITY SUB - 2022-10-12 3RD CITY SUB - 2022-11-30 210170 PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N L: \ L A N D P R O J E C T S 2 0 2 1 \ 2 1 0 1 7 0 W A U K E E E N T E R P R I S E R E N T - A - C A R \ D W G \ C 2 L A Y O U T . D W G 12 / 1 / 2 0 2 2 5 : 2 0 : 3 2 P M GRAPHIC SCALE 020 10 20 40 GENERAL NOTES: 1.CONTRACTOR TO PROVIDE GRADATION TESTING FOR EVERY 200 TONS OF GRANULAR MATERIAL DELIVERED TO THE SITE GRADATION TESTING IS TO BE CONDUCTED AND REVIEWED BY GEOTECHNICAL FIRM PRIOR TO GRANULAR MATERIAL BEING INSTALLED. 2.GEOTECHNICAL REPORT FOR SITE WAS NOT PROVIDED BY OWNER. 3.THE DESIGN AND SPECIFICATIONS IN THE APPROVED CONSTRUCTION DOCUMENTS ARE BASED ON TYPICAL CONDITIONS AND ARE NOT BASED ON RECOMMENDATIONS FROM SITE SPECIFIC GEOTECHNICAL REPORT. 4.THE RECOMMENDED DESIGN AND SPECIFICATIONS HAVE BEEN APPROVED BY THE OWNER. 5.ANY RECOMMENDATIONS MADE BY THE OWNER'S SELECTED GEOTECHNICAL FIRM SHALL GOVERN. 6.IF GRANULAR MATERIAL ARE INSTALLED THAT DO NOT MEET THE OWNER'S SELECTED GEOTECHNICAL FIRM SPECIFICATIONS. THE CONTRACTOR, SHALL AT THEIR OWN EXPENSE, REMOVE AND REPLACE THE DEFICIENT GRANULAR MATERIAL PER SPECIFICATION. 7.ALL SIGNAGE SHALL RECEIVE SEPARATE APPROVALS WITH A SIGNED PERMIT APPLICATION FROM THE CITY OF WAUKEE COMMUNITY DEVELOPMENT DEPARTMENT. PAVEMENT & ASPHALT PLACEMENT NOTES: 1.CONTRACTOR TO CONNECT TO EXISTING PCC PAVEMENTS WITH IOWA SUDAS TYPICAL BT JOINT. 2.CONTRACTOR TO REPLACE PCC PAVEMENTS FOR STORM SEWER INSTALLATION PER SUDAS. CONTRACTOR TO REPLACE PAVEMENTS WITH A MINIMUM THICKNESS THAT IS 1" GREATER THAN THE EXISTING PAVEMENT THICKNESS. BUILDING & STRUCTURAL NOTES: 1.SEE FINAL ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 2.CONTRACTOR TO REFER TO ARCHITECTURAL PLANS FOR DETAILED BUILDING CONSTRUCTION INFORMATION. 3.CONTRACTOR TO REFER TO STRUCTURAL PLANS FOR DETAILED BUILDING FOUNDATION AND STOOP LOCATIONS AND DETAILED CONSTRUCTION INFORMATION. 40' X 57'-4" BUILDING 2,400 SF FF=1022.66 CO CO 4' CURB OPENING 3' CURB OPENING CO G 2"G 2"G 2" WV A/C GM EX. 1022.13 EX. 1022.16 1013.07 PROPERTY CORNER 1018.45 PROPERTY CORNER 1022.58 PROPERTY CORNER 1019.61 PROPERTY CORNER 1011.80 PROPERTY CORNER 1021.30 PROPERTY CORNER 1021.50 PROPERTY CORNER D 1.5%2.0%1.0% 1.5% 1.5%0.9% 1.5%2.0%1.1% 1.5%1.1% 0. 6 % 0. 0 % 0. 0 % 0. 4 % 0. 0 % 0. 4 % 0. 0 % 0. 0 % 0. 5 % 4.2% 1. 9 % 1.5% 1. 0 % 0.8% 1. 5 % 0. 0 % 1.5% 0.0%0.8% 0.8% 3.3% 2.3% 1.2 % 2. 0 % 3.3% 3. 8 % 3.0% 3. 5 % 6. 9 % 1.5 % 0.2% 6. 2 % 0.9% 1.3% 1.0% 4. 8 % 1. 9 % 2. 8 % 4.0% 1.5% 0.5% 1. 5 % 1. 5 % 3.7 % 0.6%0.6%0.6% 6.0 % 6 . 0 % 1.6% 2. 0 % 0. 4 % 3.7% 1.3% 1.5 % 0. 5 % 1. 0 % 1.5% 6. 3 % 0. 0 % 0. 0 % 0. 0 % 1.5% 1.5% 1.5% 1.5% 0. 0 % 1.0% 0.0% 1.4 % 6. 6 % 1. 5 % 1. 0 % 1.4% 1.4% 1.4% 1.4%1.4% 2. 0 % 1.5% 0.2% 1. 5 % 0.0% 1.5% 0. 0 % 0. 1 % 1. 5 % 1. 5 % 1.5% 0. 0 % 2.0% 2.0% 0.8 % 2. 2 % 1. 1 % 6. 3 % 0. 0 % 0.0% 1. 9 % 1.6 % 5. 2 % 12 . 8 % 7. 1 % 0. 2 % 3. 0 % 1. 9 % 1. 0 % 3.0% 1. 0 % 1.3% 1.4% 1.5% 1. 5 % 0.0% 0.4%0.4% 1. 5 % 1. 5 % 1.5% 4. 5 % 1.5% 4.0% 4. 7 % 1.4% 1.4% 0.4%0.4% 0.9% 0.4% 0.4%1.5% 19 . 3 % 1.0 % 3.2 % 1.2% 1.5% 1.4%1.5 % 0.4% 0.4% 1.8 % 0. 0 % 0.0% 6. 3 % 0.8 % 1.5% 1. 0 % 1.5%1. 0 % 4.4% 0. 0 % 1.5%0. 0 % 0.0% 0. 0 % 1. 9 % 0. 5 % 2.3% HW 100YR=1016.91 CPV ELEV=1015.65 WQV ELEV=1015.20 17.13' S84°54'02"E 10 . 0 0 ' N0 5 ° 0 5 ' 5 8 " E 16.24' S84°54'02"E 10 . 0 4 ' S0 0 ° 0 0 ' 1 1 " W 10 1 4 . 7 5 102 1 10 2 2 1022 1021 1021 10 1 6 1015 1 0 1 7 1018 1022 1020 10 1 5 1021 10 1 9 10 2 2 1021 10 1 7 1017 1 0 1 6 1019 1018 1019 1019 1018 1017 1 0 2 0 1018 1019 102 0 1 0 2 1 1016 1 0 2 2 1021 10 2 2 1022 1018.46T/C 1017.96G EX. 1019.95± 1021.03G 1018.86T/C 1018.36G 1020.21T/C 1019.71G 1020.08T/C 1019.58G 1020.03T/C 1019.53G 1020.12T/C 1019.62G 1020.15T/C 1019.65G 1020.17T/C 1019.67G 1022.77T/C HP 1022.27G 1022.28T/C 1021.78G 1021.93T/C 1021.43G 1021.72T/C 1021.22G 1021.71T/C 1021.21G 1021.85T/C 1021.35G 1021.99T/C 1021.49G 1021.92T/C 1021.42G 1022.56T/C 1022.06G 1022.36T/C 1021.86G 1022.33T/C 1021.83G 1021.67T/C 1021.17G 1021.11T/C 1020.61G 1021.06T/C 1020.56G 1021.97T/C 1021.47G 1022.66FF 1022.66FF 1022.66FF 1022.66FF 1022.58 1022.58 1022.58 1022.58 1022.58 1022.58 1022.56T/C 1022.06G EX. 1017.43T/C EX. 1017.01G EX. 1017.67T/C EX. 1017.19G 1020.72 1020.64 1020.63 1020.71 EX. 1020.01G± EX. 1020.08G± EX. 1020.47G± EX. 1022.43± EX. 1022.47± 1022.79 1022.71 1021.54 1021.47 EX. 1018.16± EX. 1018.12± 1019.13 1019.21 1020.84 1020.91 1022.65 1022.56 EX. 1020.47G± 1017.93 1017.66 1017.75 1021.63T/C 1021.13G 1021.65T/C 1021.15G 1021.77T/C 1021.27G 1021.62T/C 1021.12G 1022.56T/C 1022.06G 1022.56T/C 1022.06G 1022.56T/C 1022.06G 1022.56T/C 1022.06G 1021.78 1021.32 1021.43 1021.78 1021.78 1021.78 1021.32 1021.78 1021.43 EX. 1021.02± EX. 1020.74± 1022.39T/C 1021.89G 1021.81T/C 1021.31G 1022.49 1022.58 1022.56 1022.65 1022.65 1022.56 1022.56T/C 1022.06G 1022.06 1022.06 1022.56T/C 1022.06G 1022.66 1022.66 1022.65 1022.15 1022.15 1022.65 EX. 1020.36± 1019.35 1021.05 1021.76 1022.58 1022.58 1022.66 1022.66 1022.66 1022.66 1022.66 1022.62 1022.84T/C 1022.34G 1022.22T/C 1021.72G 1021.64T/C 1021.14G 1020.51T/C 1020.01G 1018.62T/C 1018.12G 1018.00T/C 1017.50G EX. 1021.34T/C± EX. 1021.70T/C± EX. 1020.12T/C± EX. 1020.45T/C± EX. 1021.05T/C± EX. 1020.75T/C± EX. 1021.79T/C± OVERSPILL EX. 1021.32G± EX. 1020.59± EX. 1020.54± EX. 1019.71G± EX. 1020.19T/C± 1021.78 1022.50T/C 1022.00G 1022.30T/C 1021.80G 1022.55T/C 1022.05G 1021.60T/C 1021.10G 1020.78 1018.01 1022.471021.73 1021.76 1021.161021.07 1020.99 1021.08 1022.25 1022.46 1017.91 1017.86 1018.08 1018.15 1020.25T/C 1019.75G 1020.19T/C 1019.69G 1021.67 1021.82 1022.47 1022.56T/C 1022.06G 1021.72 1022.58 1018.76T/C 1018.26G 1017.84T/C 1017.34G 1017.84T/C 1017.34G 1017.33 1017.33 1018.03 1018.03 1018.54T/C 1018.04G 1018.54T/C 1018.04G 1018.56T/C 1018.06G 1014.75 10 2 4 10 2 4 10 2 3 ST ST ST ST CO CO CP #9000 CO D S NW VENTURE DRIVE N W A R R I O R L A N E F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/O F/O F/O F/O F/ O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O EX . C O N C R E T E S I D E W A L K EX. CONCRETE PARKING LOT 30' BUILDI N G S E T B A C K 30 ' B U I L D I N G S E T B A C K 30' BUIL D I N G S E T B A C K 30 ' B U I L D I N G S E T B A C K 10' PUE ( B O O K 2 0 1 0 , P A G E 1 8 7 ) 10 ' P U E ( B O O K 2 0 1 0 , P A G E 1 8 7 ) 10' X 130' ELECTRIC EASEMENT (BOOK 2010, PAGE 4066) 10 ' P U E 10 ' S A N I T A R Y S E W E R E A S E M E N T (B O O K 2 0 1 6 , P A G E 2 5 4 7 4 ) PUBLIC STORM SEWER EASEMENT (BOOK 2010, PAGE 188) CP #9001 CP #9002 CP #9003 MB WV F/O FF=1021.51 MBGM WV F/O H Y D WV WV CO 10 1 9 1020 102 1 1020 1020 1021 10 2 2 1022 10 2 2 1 0 1 5 1 0 1 6 10 1 7 10 1 8 1016 101 7 1018 1019 1015 1 0 1 6 1 0 1 7 1 0 1 8 101 9 102 0 1019 1020 1018 1021 1020 10 2 1 EX. "TRAIL XING" SIGN EX. CONCRETE PARKING LOT O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E EX. CONCRETE SIDEWALK EX. CONCRETE SIDEWALK W 12" W 12" W 12" W 12" W 12" W12" W12" W12" W12" W12" W12"W12"W12"W12"W 12"W 12"W 12" W12 " W12 " W12 " W 12 " W 12 " W12 " W12 " W12 " W12 " W12 " W12 " W8"W8" W8" W8" W8" ST 15" ST 15" ST 15" ST 15" ST 15" ST 15" ST 15" SAN 8" SAN 8" SA N 6" SA N 6" SA N 6" SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8" SA N 12 " SA N 12 " SA N 12 " SA N 12 " SA N 12 " SA N 12 " SA N 12 " SA N 12 " SA N 12 " SA N 12 " 4" G4" G 4"G 4"G 4"G 4"G 4"G 4" G 4" G 2" G 2"G 2" G 4" G 4" G4" G4" G 4" G 4" G 4" G 4" G 4" G 4" W W8"W8"W8"W8" W8" W8" W8" ST 12 " ST 12 " ST 12 " ST 12 " ST 12" ST 12" ST ST 18" ST 18" ST 18" ST 15" ST 15" ST 15" ST 15" SA N 16 " SA N 16 " SA N 16 " SA N 16 " SA N 16 " SAN16"SAN16"SAN16" SA N 16 " SA N 16 " SA N 16 " SA N 16 " SA N 16 " EX. BUILDING MERCY IOWA CLINIC 1 0 1 1 1 0 1 4 1 0 1 4 1 0 1 8 1 0 1 7 101 9 U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/ E U / E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E EX. BOLLARD (TYP.) LOT 2 LOT 3 OUTLOT "U" EX. CURB DROP EX. CURB DROP ST 6" ST 6" ST 6" ST 6" D D ST 15" ST 15 " ST 15 " ST 15 " ST 15 " ST 15 " ST 15 " ST 15 " ST 15 " ST 15 " ST 15 " 2 4 " S T 2 4 " ST 15 " PUBLIC ROAD (PCC) - 1 0 0 ' R . O . W . PU B L I C R O A D ( A S P H A L T ) - 1 0 0 ' R . O . W . HYD HY D 1 0 1 3 1 0 1 6 10 1 2 1 0 1 4 GR A D I N G P L A N C3.1 REFERENCE NUMBER: 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 DRAWN BY: CHECKED BY: REVISION DATE: PROJECT NUMBER: SHEET NUMBER: EN T E R P R I S E R . A . C . WA U K E E , I O W A REB 070600 SVS 1ST CITY SUB 2022-09-09 2ND CITY SUB - 2022-10-12 3RD CITY SUB - 2022-11-30 210170 PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N GRADING LEGEND: EXISTING CONTOUR PROPOSED CONTOUR FINISHED GROUND ELEVATION TOP OF CURB ELEVATION GUTTER ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION EDGE OF WALK ELEVATION TOP OF STAIR ELEVATION BOTTOM OF STAIR ELEVATION NOTE: WALL ELEVATIONS SHOWN ON PLAN ARE FINISHED GROUND GRADES AT THE TOP AND BOTTOM OF THE WALL. 150.50E/W 150.50B/W 150.50T/W 150.50G 150.50T/C 150.50 150 150 150.50T/S 150.50B/SL: \ L A N D P R O J E C T S 2 0 2 1 \ 2 1 0 1 7 0 W A U K E E E N T E R P R I S E R E N T - A - C A R \ D W G \ C 3 G R A D I N G P L A N . D W G 12 / 1 / 2 0 2 2 5 : 3 0 : 1 2 P M GRAPHIC SCALE 020 10 20 40 GENERAL NOTES: 1.CONTRACTOR TO COORDINATE WITH ARCHITECTURAL PLANS FOR BUILDING OVERHEAD AND MAN DOOR ELEVATION DETAILS. ALL BUILDING STOOPS SHALL HAVE A MINIMUM 1.0% CROSS SLOPE AND A MAX 2% CROSS SLOPE. 2.CONTRACTOR TO VERIFY AND COORDINATE EXTERIOR PAVEMENT ELEVATIONS ADJACENT TO STOOP AND DOOR LOCATIONS TO PROVIDE A MINIMUM 1.0% SLOPE AND A MAX 5% SLOPE AWAY FROM BUILDING AND BUILDING STOOPS. 3.ALL LIGHT DUTY AND HEAVY DUTY PAVEMENT AREAS SHALL HAVE A MINIMUM 1.0% SLOPE TO PROVIDE POSITIVE DRAINAGE. 4.SIDEWALKS SHALL HAVE A MINIMUM 1.0% CROSS SLOPE AND A MAX 2% CROSS SLOPE AT ANY LOCATION. 5.THE GENERAL CONTRACTOR AND THEIR SURVEYOR SHALL BE RESPONSIBLE FOR CREATING THE STAKING MODEL. CONTRACTOR TO VERIFY ALL GRADING ELEVATIONS AND CONTACT THE OWNER/ENGINEER, PRIOR TO CONSTRUCTION, IF THERE ARE ANY DISCREPANCIES OR CONFLICTS BETWEEN THE PLANS AND TYPICAL CONSTRUCTION STANDARDS AND TOLERANCES. 6.ANY AS-BUILT PAVEMENTS AREAS THAT ARE IDENTIFIED TO HAVE LOW SPOTS OR PONDING SHALL BE REMOVED AND REPLACED, AT CONTRACTOR'S EXPENSE, AS NEEDED TO PROVIDE POSITIVE DRAINAGE. 7.CONTRACTOR SHALL ADJUST EXISTING UTILITY STRUCTURES RIMS TO GRADE. 8.CONTRACTOR TO COORDINATE WITH UTILITY PROVIDERS FOR ANY RELOCATION OR LOWERING OF EXISTING UTILITIES TO ACCOMMODATE GRADING AND NEW UTILITIES. ANY REMOVAL AND REPLACEMENT OF SAID UTILITIES SHALL BE INCIDENTAL. BUILDING DOOR ELEVATIONS: 1.THE ELEVATIONS SHOWN AT THE BUILDING DOORS AND BUILDING WALLS ON THE GRADING PLAN ARE FOR COORDINATION ONLY. BUILDING ARCHITECTURAL/STRUCTURAL PLANS AND DETAILS SHALL GOVERN FOR BUILDING DOOR ELEVATIONS, STOOP SLOPES AND EXPOSED WALLS OR FOOTINGS. 2.CONTRACTOR TO COORDINATE AND VERIFY ALL BUILDING AND DOOR ELEVATIONS WITH EXTERIOR IMPROVEMENTS TO MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDING PRIOR TO CONSTRUCTION. IF THERE IS A DISCREPANCY, CONTRACTOR TO CONTACT OWNER/ENGINEER FOR DIRECTION PRIOR TO CONSTRUCTION AND/OR INSTALLATION. ADA RAMP & LANDING NOTES: 1.RAMPS ON SIDEWALKS THAT EXCEED 5% RUNNING SLOPE MUST HAVE A MINIMUM OF 5'X5' LANDING AT THE TOP AND BOTTOM OF THE RAMP. THE LANDING SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION. 2.NOT ALL RAMPS AND LANDINGS ARE CALLED OUT ON PLANS. ANYWHERE A WALK EXCEEDS 5% SLOPE, AS SHOWN ON THE GRADING PLAN, SHALL BE CONSIDERED AN ADA RAMP AND THEREFORE MUST HAVE LANDINGS. TOPSOIL NOTES: 1.STRIP AND STOCKPILE THE TOP 8" OF SOIL ON ALL DISTURBED AREAS. 2.RESPREAD TOPSOIL TO A MINIMUM DEPTH OF 8" ON ALL GREEN (NON PAVED) AREAS. IMPORT TOPSOIL AS NECESSARY TO ACHIEVE A MINIMUM DEPTH OF 8". 3.TOPSOIL SHALL BE FREE OF ALL ROCK AND DEBRIS LARGER THAN 3/4" IN SIZE. 4.TOPSOIL IS DEFINED AS: FERTILE, FRIABLE LOAM, CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH, FROM WELL DRAINED SITE FREE FROM FLOODING, NOT IN FROZEN OR MUDDY CONDITIONS; REASONABLE FREE FROM SUBSOIL, CLAY LUMPS, ROOTS, GRASS, WEEDS, STONES LARGER THAN 3/4 INCH IN DIAMETER, AND FOREIGN MATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5; CONTAINING MINIMUM 4 PERCENT AND MAXIMUM 20 PERCENT ORGANIC MATTER. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOIL REQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET. OWNER MAINTENANCE NOTES: 1.THE OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE DETENTION BASIN TO ASSURE THE EFFECTIVENESS OF STORM WATER MANAGEMENT. 2.CONDUCT QUARTERLY INSPECTIONS FOR ANY DEFECTS, OBSTRUCTIONS OR CHANGES FROM ORIGINAL DESIGN. 3.REMOVE ALL TRASH, LITTER, DEBRIS OR OBSTRUCTIONS FROM THE BASIN AND ANY INLETS & OUTLETS. 4.INSPECT AND DETERMINE DEPTH OF BASIN ON AN ANNUAL BASIS. 5.REMOVE ANY ACCUMULATED SEDIMENT FROM THE OUTLET STRUCTURE ANNUALLY. REMOVE ANY SEDIMENT ACCUMULATED IN THE BASIN WHEN IT HAS REACHED A DEPTH OF 25% OR MORE OF THE ORIGINAL DESIGN DEPTH. 6.ALL MAINTENANCE, RESTORATION AND REPAIRS SHALL COMPLY WITH THE ORIGINAL DESIGN. 40' X 57'-4" BUILDING 2,400 SF FF=1022.66 CO CO 45° BEND 45° BEND CLEANOUT RIM=1019.00 FL=1017.70 91 L F - 6" S U B D R A I N @ S = 0. 2 5 % 59 LF 2" WATER SERVICE LINE WATER/OIL SEPARATOR (REF. PLUMB.) SANI SWR CLEANOUT RIM=1020.74 (CONTRACTOR TO VERIFY LOCATION OF SANITARY LINE PRIOR TO CONSTRUCTION) 6" SANI SERVIC E L I N E @ 1.0% MIN. SLOPE 10 0 L F - 6" S U B D R A I N @ S = 0. 5 % SANI SWR CLEANOUT RIM=1022.25 INV(S,SE)=1017.16 INV(W)=1017.06 (REF. PLUMB FOR CONTINUATION) 28 LF 2" WATER SERVICE LINE 43 LF 2" WATER SERVICE LINE CONNECT TO BUILDING SERVICES. (REF. PLUMBING PLANS) TRANSFORMER ON CONC. PAD (REF. ELEC.) R 1 5 0 ' CONNECT TO EXISTING WATERMAIN WITH TAPPING SLEEVE AND VALVE (CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION) LIGHT POLE (REF. ELEC.) LIGHT POLE (REF. ELEC.) LIGHT POLE (REF. ELEC.) LIGHT POLE (REF. ELEC.) LIGHT POLE (REF. ELEC.) CO CLEANOUT RIM=1014.75 FL=1012.63 LIGHT POLE (REF. ELEC.) G 2"G 2"G 2" WV PROP. WATER VALVE A/C 45° BEND 45° BEND GM SANI SWR CONNECTION INV(N, FROM BUILDING)=1017.35 (REF. PLUMB FOR CONTINUATION) D 89LF 12" RCP @ S=0.50% STRUCTURE #6 24" FES FL(E)=1010.00 STRUCTURE #5 30" NYLOPLAST BASIN W/ 3" CP ORIFICE DRILLED INTO SIDE=1015.50 RIM=1016.25 FL(W)=1010.45 FL(E)=1012.13 STRUCTURE #4 12" FES FL(E)=1014.75 223LF 1 2 " R C P @ S = 0 . 5 0 % STRUCTURE #3 48" SW-401 MANHOLE RIM=1021.72 FL(NE)=1015.97 FL(W)=1015.87 84LF 1 2 " R C P @ S = 0 . 5 0 % STRUCTURE #2 SW-501 INTAKE T/C=1021.62 FL(N)=1016.49 FL(SW)=1016.39 51LF 12" RCP @ S=0.50% STRUCTURE #1 SW-501 INTAKE T/C=1021.63 FL(S)=1016.75 17.13' S84°54'02"E 10 . 0 0 ' N0 5 ° 0 5 ' 5 8 " E 16.24' S84°54'02"E 10 . 0 4 ' S0 0 ° 0 0 ' 1 1 " W ST ST ST ST CO CO ROOF DRAIN COLLECTOR CONNECTION TIE INTO TOP OF PIPE FL(N)=1016.82 FL(E-W)=1015.65 70LF 6" N-12 @S=1.0% CLEANOUT RIM=1022.44 FL=1017.35 CLEANOUT RIM=1022.00 FL=1017.94 ROOF DRAIN CONNECTIONS EXACT LOCATION UNKNOWN CONTRACTOR TO COORDINATE W/ ARCHITECT AND MEP ROOF DRAIN CONNECTIONS EXACT LOCATION UNKNOWN CONTRACTOR TO COORDINATE W/ ARCHITECT AND MEP ROOF DRAIN COLLECTOR CONNECTION TIE INTO TOP OF PIPE FL(N)=1017.23 FL(E-W)=1016.07 71LF 6" N-12 @S=1.0% CP #9000 CO EX INTAKE T/C=1017.59 D EX INTAKE T/C=1018.13 FL(S)= 1014.83 FL(N)= 1014.28 FL(W)=1013.27 EX INTAKE T/C=1018.24 S EX SAN MH RIM=1019.34 NW VENTURE DRIVE N W A R R I O R L A N E F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/O F/O F/O F/O F/ O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O APPROX. LOCATION PER CENTURYLINK MAP EX . C O N C R E T E S I D E W A L K EX. CONCRETE PARKING LOT 30' BUILDI N G S E T B A C K 30 ' B U I L D I N G S E T B A C K 30' BUIL D I N G S E T B A C K 30 ' B U I L D I N G S E T B A C K 10' PUE ( B O O K 2 0 1 0 , P A G E 1 8 7 ) 10 ' P U E ( B O O K 2 0 1 0 , P A G E 1 8 7 ) 10' X 130' ELECTRIC EASEMENT (BOOK 2010, PAGE 4066) 10 ' P U E 10 ' S A N I T A R Y S E W E R E A S E M E N T (B O O K 2 0 1 6 , P A G E 2 5 4 7 4 ) PUBLIC STORM SEWER EASEMENT (BOOK 2010, PAGE 188) CP #9001 CP #9002 CP #9003 MB TBM: BURY BOLT ELEV=1021.68 WV F/O FF=1021.51 MBGM WV TBM: BURY BOLT ELEV=1022.69 EX PVC FL=1016.73 F/O H Y D TBM: BURY BOLT ELEV=1019.37 WV WV EX 15" FES FL=1011.14 CO EX INTAKE T/C=1013.44 FL(NE)= 1011.44 FL(W)= 1011.19 EX INTAKE T/C=1013.40 FL(SW)= 1011.50 FL(E)= 1011.15 EX. "TRAIL XING" SIGN EX. CONCRETE PARKING LOT O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E O/ E EX. CONCRETE SIDEWALK EX. CONCRETE SIDEWALK W 12" W 12" W 12" W 12" W 12" W12" W12" W12" W12" W12" W12"W12"W12"W12"W 12"W 12"W 12" W12 " W12 " W12 " W 12 " W 12 " W12 " W12 " W12 " W12 " W12 " W12 " W8"W8" W8" W8" W8" ST 15" ST 15" ST 15" ST 15" ST 15" ST 15" ST 15" SAN 8" SAN 8" SA N 6" SA N 6" SA N 6" SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8" SA N 12 " SA N 12 " SA N 12 " SA N 12 " SA N 12 " SA N 12 " SA N 12 " SA N 12 " SA N 12 " SA N 12 " 4" G4" G 4"G 4"G 4"G 4"G 4"G 4" G 4" G 2" G 2"G 2" G 4" G 4" G4" G4" G 4" G 4" G 4" G 4" G 4" G 4" W W8"W8"W8"W8" W8" W8" W8" ST 12 " ST 12 " ST 12 " ST 12 " ST 12" ST 12" ST ST 18" ST 18" ST 18" ST 15" ST 15" ST 15" ST 15" SA N 16 " SA N 16 " SA N 16 " SA N 16 " SA N 16 " SAN16"SAN16"SAN16" SA N 16 " SA N 16 " SA N 16 " SA N 16 " SA N 16 " APPROX. LOCATION PER CITY OF WAUKEE MAP APPROX. LOCATION PER CITY OF WAUKEE MAP APPROX. LOCATION PER CITY OF WAUKEE MAP APPROX. LOCATION PER CITY OF WAUKEE MAP APPROX. LOCATION PER CITY OF WAUKEE MAP APPROX. LOCATION PER CITY OF WAUKEE MAP APPROX. LOCATION PER CITY OF WAUKEE MAP APPROX. LOCATION PER CITY OF WAUKEE MAP APPROX. LOCATION PER CITY OF WAUKEE MAP EX. BUILDING MERCY IOWA CLINIC APPROX. LOCATION PER CITY OF WAUKEE MAP APPROX. LOCATION PER CITY OF WAUKEE MAP U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/ E U / E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E APPROX. LOCATION PER MIDAMERICAN MAP APPROX. LOCATION PER MIDAMERICAN MAP EX. BOLLARD (TYP.) LOT 2 LOT 3 OUTLOT "U" EX. CURB DROP EX. CURB DROP ST 6" ST 6" ST 6" ST 6" D D ST 15" ST 15 " ST 15 " ST 15 " ST 15 " ST 15 " ST 15 " ST 15 " ST 15 " ST 15 " ST 15 " 2 4 " S T 2 4 " ST 15 " APPROX. LOCATION PER CITY OF WAUKEE MAP APPROX. LOCATION PER CITY OF WAUKEE MAP PUBLIC ROAD (PCC) - 1 0 0 ' R . O . W . PU B L I C R O A D ( A S P H A L T ) - 1 0 0 ' R . O . W . HYD HY D EX. 16" FORCE MAIN UTILITY NOTES: 1.ALL PROPOSED UTILTIES SHALL BE PRIVATE, UNLESS NOTED OTHERWISE. 2.ALL WATER LINES SHALL HAVE A MINIMUM OF 5.5' OF COVER UNLESS NOTED OTHERWISE. 3.FIRE HYDRANT ASSEMBLY SHALL INCLUDE THE TEE, BRANCH, VALVE AND HYDRANT. 4.PIPE LENGTHS CALLED OUT ON PLANS INCLUDE FLARED END SECTION, WHERE APPLICABLE. 5.STORM SEWER CALLED OUT AS RCP MUST BE CLASS III RCP. 6.STORM SEWER CALLED OUT AS N-12 MAY BE EITHER N-12 OR CLASS III RCP. 7.FOR RCP PIPE, ASSOCIATED F.E.S. MUST BE RCP. FOR N-12 PIPE, ASSOCIATED F.E.S. SHALL BE CMP. 8.ALL NYLOPLAST BASINS SHALL HAVE CASTINGS SECURELY FASTENED TO THE BASIN BODY, AND ALL GRATES/LIDS SHALL BE BOLTED DOWN TO THE CASTINGS. 9.TRANSFORMER PAD IS SHOWN FOR REFERENCE ONLY AND MAY NOT BE DRAWN TO ACTUAL SIZE. PAD SHALL CONFORM TO ALL UTILITY COMPANY DESIGN STANDARDS AND SPECIFICATIONS. 10.GREASE INTERCEPTOR AND ANY VENT LINES ARE SHOWN FOR REFERENCE ONLY AND MAY NOT BE DRAWN TO ACTUAL SIZE. REFER TO PLUMBING PLANS FOR DETAILED DRAWINGS AND SPECIFICATIONS. PLUMBING PLANS SHALL TIE INTO SANITARY SERVICE AT LOCATION AND ELEVATION SHOWN ON PLANS. UT I L I T Y P L A N C4.1 REFERENCE NUMBER: 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 DRAWN BY: CHECKED BY: REVISION DATE: PROJECT NUMBER: SHEET NUMBER: EN T E R P R I S E R . A . C . WA U K E E , I O W A REB 070600 SVS 1ST CITY SUB 2022-09-09 2ND CITY SUB - 2022-10-12 3RD CITY SUB - 2022-11-30 210170 PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N L: \ L A N D P R O J E C T S 2 0 2 1 \ 2 1 0 1 7 0 W A U K E E E N T E R P R I S E R E N T - A - C A R \ D W G \ C 4 U T I L I T Y . D W G 12 / 1 / 2 0 2 2 5 : 2 1 : 0 2 P M GRAPHIC SCALE 020 10 20 40 CP #9000 6" TREE 6" TREE CO D S NW VENTURE DRIVE N W A R R I O R L A N E F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/O F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O EX . C O N C R E T E S I D E W A L K EX. CONCRETE PARKING LOT 10' PUE ( B O O K 2 0 1 0 , PAGE 18 7 ) 10 ' P U E ( B O O K 2 0 1 0 , PA G E 1 8 7 ) 10' X 130' ELECTRIC EASEMENT (BOOK 2010, PAGE 4066) 10 ' P U E 10 ' S A N I T A R Y S E W E R E A S E M E N T (B O O K 2 0 1 6 , P A G E 2 5 4 7 4 ) PUBLIC STORM SEWER EASEMENT (BOOK 2010, PAGE 188) CP #9001 CP #9002 CP #9003 MB WV F/O FF=1021.51 MBGM WV 4" TREE 2" TREE 6" PINE 6" PINE 6" PINE F/O H Y D WV WV 6" TREE CO EX. "TRAIL XING" SIGN EX. CONCRETE PARKING LOT W 12" W 12" W 12" W 12" W12" W12" W12" W12"W12"W 12"W 12" W8" W8" ST 15" ST 15" ST 15" ST 15" ST 15" SAN 8" SAN 8" SAN 8" SA N 6" SA N 6" SAN 8"SAN 8"SAN 8"SAN 8"SAN 8" G4" G4" G4" G 4"G 4"G 4"G 4" G 4" G 2" G 4" G 4" G4" G 4" G 4" G 4" G 4" W W8"W8"W8" W8" W8" ST 12 " ST 12 " ST 12" ST 18" ST 18" ST 15" ST 15" ST 15" SAN16"SAN16" SA N 16 " SA N 16 " SA N 16 " SA N 16 " EX. BUILDING MERCY IOWA CLINIC U/E U/E U/E U/E U/E U/E U/E U/E U/E U / E U / E U/E U/E U/E U/E U/E U/E U/E U/E U/E EX. BOLLARD (TYP.) LOT 2 LOT 3 OUTLOT "U" EX. CURB DROP EX. CURB DROP ST 6" ST 6" D D ST 15" ST 15 " ST 15 " ST 15 " ST 15 " ST 15 " ST 15 " S T PUBLIC ROAD (PCC) - 1 0 0 ' R . O . W . PU B L I C R O A D ( A S P H A L T ) - 1 0 0 ' R . O . W . H Y D SA 11 LD 45 WP 3 SH 2 40' X 57'-4" BUILDING 2,400 SF FF=1022.66 CO CO CO G 2"G 2" WV A/C GM D CO CO KF 18 KC 2 SH 2 KC 2 SH 2 KC 2 SH 1 LD 20 WP 3 KF 13 SUPER TURF SEED SOD SOD SOD SOD PF 5 LA N D S C A P E P L A N C5.1 REFERENCE NUMBER: 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 DRAWN BY: CHECKED BY: REVISION DATE: PROJECT NUMBER: SHEET NUMBER: EN T E R P R I S E R . A . C . WA U K E E , I O W A REB 070600 SVS 1ST CITY SUB 2022-09-09 2ND CITY SUB - 2022-10-12 3RD CITY SUB - 2022-11-30 210170 PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N L: \ L A N D P R O J E C T S 2 0 2 1 \ 2 1 0 1 7 0 W A U K E E E N T E R P R I S E R E N T - A - C A R \ D W G \ C 5 L A N D S C A P E . D W G 12 / 1 / 2 0 2 2 5 : 2 1 : 1 8 P M GENERAL LANDSCAPE REQUIREMENTS TOTAL SQUARE FOOTAGE OF PROJECT AREA 90,744 SF REQUIRED OPEN SPACE(20%)18,149 SF GENERAL LANDSCAPE REQUIREMENT TOTAL REQUIRED OVERSTORY 10 TOTAL REQUIRED EVERGREEN 5 TOTAL REQUIRED SHRUBS 19 PROVIDED LANDSCAPE MATERIAL TOTAL REQUIRED OVERSTORY 13 TOTAL REQUIRED EVERGREEN 5 TOTAL REQUIRED SHRUBS 58 PARKING PERIMETER REQUIREMENTS TOTAL LENGTH OF STREET FRONTAGE 481 LF REQUIRED OVERSTORY TREES (1 / 40 LF)12 PROVIDED OVERSTORY TREE(S)13 LANDSCAPE NOTES: 1.ALL SEEDING & LANDSCAPE PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS, UNLESS SPECIFIED OTHERWISE. 2.SOD ALL DISTURBED AREAS WITHIN THE CONTRACT LIMITS, INCLUDING R.O.W. UNLESS NOTED OTHERWISE. SOD LIMITS SHOWN ON PLAN ARE FOR REFERENCE ONLY. FINAL LIMITS MAY CHANGE BASED ON CONSTRUCTION ACTIVITIES. 3.STAKE SOD ON ALL SLOPES 3 : 1 OR GREATER. 4.PLANT QUANTITIES ARE FOR CONTRACTORS CONVENIENCE, THE DRAWING SHALL PREVAIL IF A CONFLICT OCCURS. 5.ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1). 6.CONTRACTOR SHALL WARRANTY ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF INITIAL ACCEPTANCE. 7.OVERSTORY TREE SHALL BE A MINIMUM OF 8 FEET IN HEIGHT, EVERGREEN TREE A MINIMUM OF 6 FEET IN HEIGHT AND ORNAMENTAL TREES SHALL BE A MINIMUM OF 6' IN HEIGHT. 8.FOR WARRANTY PURPOSES, THE DATE OF INITIAL ACCEPTANCE SHALL BE SUBMITTED IN WRITING TO THE OWNER AND/OR OWNER'S REPRESENTATIVE AFTER ALL PLANT MATERIALS HAVE BEEN INSTALLED AND REVIEWED BY OWNER OR OWNER'S REPRESENTATIVE. PLANT MATERIALS WILL ONLY BE ACCEPTED IF THEY ARE IN AN ALIVE AND THRIVING CONDITION. 9.CONDITIONAL ACCEPTANCE OF PLANT MATERIAL MAY BE GIVEN FOR PLANTS INSTALLED IN A DORMANT CONDITION WITH INITIAL ACCEPTANCE OCCURRING THE FOLLOWING SPRING ONCE THEY ARE SHOWN TO BE ALIVE AND THRIVING. 10.IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE IDENTIFICATION TAGS AND CORDS ON ALL PLANT MATERIAL PRIOR TO THE COMPLETION OF THE CONTRACT. IDENTIFICATION TAGS (INCLUDING SIZING INFORMATION) MUST BE LEFT ON UNTIL AFTER ACCEPTANCE BY OWNER OR OWNER'S REPRESENTATIVE. 11.CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES, SHRUBS AND GROUND COVER BEDS TO A DEPTH OF 4 INCHES, UNLESS NOTED. 12.STAKING AND GUYING OF TREES SHALL BE AT THE DISCRETION OF THE CONTRACTOR BASED ON CURRENT ACCEPTED NURSERY STANDARDS. GENERALLY, TREES IN LARGE OPEN AREAS SUBJECT O SIGNIFICANT WIND SHALL BE STAKED. STAKE AND WRAP TREES IMMEDIATELY AFTER PLANTING. CONTRACTOR SHALL ADJUST AND MAINTAIN GUYING TENSION THROUGHOUT THE PLANT ESTABLISHMENT PERIOD. REMOVE ALL STAKES AND GUY WIRES NO MORE THAN ONE YEAR AFTER INSTALLATION. 13.THE LANDSCAPING CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BEFORE STARTING ANY SITE WORK OR PLANTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES. 14.NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATION OF THE LANDSCAPE ARCHITECT. 15.ALL EDGING SHALL BE DURAEDGE 3/16" STEEL EDGING - COLOR BLACK, OR APPROVED EQUAL.. 16.CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OF WATERING FOR ALL NEW PLANTS FOR A PERIOD OF 30 DAYS. 17.ALL BEDS TO RECEIVE GRANULAR PRE-EMERGENT WEED CONTROL BEFORE AND AFTER MULCH IS INSTALLED. GRAPHIC SCALE 030 15 30 60 PLANTING SCHEDULE DO NOT CUT CENTRAL LEADER WRAP TRUNK WITH APPROVED TREE WRAP TO FIRST BRANCH 4" DEEP HARDWOOD MULCH CUT SYNTHETIC CORDS AROUND ROOTBALL AND TRUNK -ENTIRELY REMOVE WIRE BASKETS FROM BALL SET ROOTBALL ON UNDISTURBED SUBGRADE DECIDUOUS TREE PLANTING (TYP.) NOT TO SCALESCALE: SCARIFY SIDES & BOTTOM OF PLANTING PIT STAKING ORIENTATION NORTH NORTH 2 STAKES - 3" CAL. & LESS 3 STAKES - GREATER THAN 3" CAL.3'-0"SET ROOTBALL FLUSH WITH FINISHED GRADE DO NOT PLACE MULCH IN CONTACT WITH BASE OF TREE PRUNE ANY DEAD/DAMAGED BRANCHING FROM TREE. MAINTAIN OVERALL APPEARANCE. USE HOSE GUARDS AROUND TRUNK ON STAKING WIRE. TIE WIRE TO STEEL POSTS PLACED OUTSIDE PLANT PIT.. LEAVE STAKES IN PLACE NO MORE THAN 1 YEAR FROM INSTALLATION. CONTRACTOR RESPONSIBLE FOR REMOVAL. 4" DEPTH SHREDDED HARDWOOD MULCH SCARIFY SIDES & BOTTOM OF PLANTING PIT EVERGREEN TREE PLANTING (B&B) NOT TO SCALESCALE: CUT SYNTHETIC CORDS AROUND ROOTBALL AND TRUNK -ENTIRELY REMOVE WIRE BASKETS FROM BALL SET ROOTBALL ON UNDISTURBED SUBGRADE 3'-0" DO NOT PLACE MULCH IN CONTACT WITH BASE OF TREE DECIDUOUS SHRUB DETAIL EVERGREEN SHRUB DETAIL PLANTING ON SLOPES FIRMLY COMPACT SAUCER (USE TOPSOIL) ORIGINAL GROUND LINE SUB-SOIL 4" MULCH PLANTING PIT TWICE THE WIDTH OF ROOTBALL 1 2 SHRUB PLANTING (TYP) NOT TO SCALESCALE: 3" ROCK SEED: MIX TO BE "SUPER TURF II" BY UNITED SEEDS (OR APPROVED EQUAL). SEED AT A RATE OF 440 LBS PER ACRE. SEEDING DATES, SITE PREPARATION, SEEDING INSTALLATION, WATER REQUIREMENTS, FERTILIZING, AND MOWING PER UNITED SEEDS TECH BULLETIN FOR SEED TYPE. OVERSEEDING (IF REQUIRED) TO BE INSTALLED AT 220 LBS PER ACRE. SOD: PROVIDE AND INSTALL SOD FROM LOCAL SUPPLIERS. AREAS TO BE SODDED MUST BE FREE OF ALL CONSTRUCTION DEBRIS AND ANY DIRT CLUMPS OVER 1" IN DIAMETER. THOROUGHLY WATER SOD UPON INSTALLATION. CONTRACTOR TO MAINTAIN WATERING UNTIL SOD IS ESTABLISHED (ROOTS KNITTED INTO SUBSURFACE) DE T A I L S S H E E T C6.1 REFERENCE NUMBER: 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 DRAWN BY: CHECKED BY: REVISION DATE: PROJECT NUMBER: SHEET NUMBER: EN T E R P R I S E R . A . C . WA U K E E , I O W A REB 070600 SVS 1ST CITY SUB 2022-09-09 2ND CITY SUB - 2022-10-12 3RD CITY SUB - 2022-11-30 210170 PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N L: \ L A N D P R O J E C T S 2 0 2 1 \ 2 1 0 1 7 0 W A U K E E E N T E R P R I S E R E N T - A - C A R \ D W G \ C 6 D E T A I L S . D W G 12 / 1 / 2 0 2 2 5 : 2 1 : 3 4 P M 6" PRESSED STEEL GALVANIZED INDUSTRIAL HINGES (4 PER GATE) DROP ROD 3"x3"x1/4" STEEL ANGLE GATE FRAME 4 SIDES EA. GATE 18 GUAGE BOX RIB METAL PAN SOLID PRE-CAST CAP BLOCK OR GROUT ALL CELLS FULL THROUGH BOLT W/ PADLOCK 6' - 0 " 5' - 6 " 0' - 2 " 5' - 4 " 10" ROCKFACE REINFORCED CMU WALL TO MATCH EXTERIOR BUILDING FINISH 6" CONC. SLAB W/ 6x6 W2.9 x W2.9 WWF (2) 6'-0"H PAIRED 18 GA. BOX RIB METAL GATES, OR AS DETAILED BY ARCHITECT. COLOR BY ARCHITECT TO MATCH BLDG. 6"x6"x3/16" STEEL TUBE JAMB FILLED W/ CONC. TO EXTEND 72" ABOVE TOP OF PAD SET 48" DEEP. SL O P E 2" CLEAR OPENING CENTERLINE OF STEEL TUBE JAMB 12 " 12" 9' - 0 " 12 " 0'-8" 0' - 9 " 0'-6" 12'-0" 0'-6" 6" DIA. STEEL POST FILLED W/ CONC. SET IN 12"DIA.x36" CONC. FOOTING 1/2" EXPANSION JOINT 3' - 6 " (PLAN VIEW) 12" 18" #4 REBAR @32" O.C. AND AT ALL CORNERS W/ 18" LAP. GROUT C.M.U. CELLS SOLID @ BAR LOCATIONS (SECTION) 12" TRENCH FOOTING WITH 2-#5 TOP & BOTTOM AND #4 VERT. @32" O.C. AND #4 MASONRY DOWELS 16" O.C. 18" GATE POST FOOTING 8' - 0 " 3' PEDESTRIAN ENTRANCE, MATCH MAIN GATES TRASH ENCLOSURE DETAIL - CMU WALLS NOT TO SCALE LIGHT DUTY PAVEMENT SECTION NOT TO SCALE 1 C6.1 HEAVY DUTY PAVEMENT SECTION NOT TO SCALE 2 C6.1 SIDEWALK DETAIL NOT TO SCALE FINISHED GROUND GRADE (INCLUDING SOD) SHALL BE 1/4" BELOW FINISHED PAVEMENT GRADE ON DOWNHILL SIDE WIDTH PER PLAN 5" PCC (UNLESS NOTED OTHERWISE) NOTE: SLOPE SIDEWALK IN ACCORDANCE WITH GRADING PLAN, 1.5% CROSS SLOPE 6" COMPACTED SUBASE 3 C6.1 RESERVED PARKING ACCESSIBLE PARKING SIGN NOT TO SCALE MUTCD R7-8 TRANSFORMER PAD MOAT DETAIL NOT TO SCALE REINFORCED CONCRETE TRANSFORMER PAD (PER MID-AMERICAN STANDARDS) REFERENCE ELECTRICAL PLANS TRANSFORMER 3' 3' 3' 3' 3" RIVER ROCK, SCREENED DURAEDGE 1/8" STEEL EDGING, COLOR GREEN REINFORCED CONCRETE TRANSFORMER PAD (PER MID-AMERICAN STANDARDS) 3" RIVER ROCK, SCREENED 3' 2'2' 3'LINE TRENCH WITH SILT FENCE FABRIC (OR OTHER SOIL FABRIC WITH EQUAL OR LOWER POROSITY) DURAEDGE 1/8" STEEL EDGING, COLOR GREEN 12" SLOPE PER PLANS 1.5% MAX CROSS SLOPE ROADWAY PAVEMENT 6" MAX 24" MIN (DIRECTION SHOWN ON GRADING PLANS) VARIES 1" NOMINAL 5/8"RESILIENT JOINT FILLER 1/2" GRAY MASTIC JOINT SEALANT MATERIAL DETAIL A: NOT TO SCALE EDGE WITH 1/4 INCH TOOL FOR LENGTH OF JOINT INDICATED IF FORMED; EDGING NOT REQUIRED WHEN CUT WITH DIAMOND BLADE SAW 1" 1" NOMINAL NOTES: *IMPORTANT:* 1" EXPANSION JOINT BETWEEN ROADWAY PAVEMENT AND WALK MUST BE INSTALLED TO FULL DEPTH OF SLAB. 5" 5"6" TURNED DOWN WALK DETAIL SCALE NONE 4 C6.1 FINISH W/ 3/4" RADIUS TOOL SEALED 'E' JOINT SEE DETAIL A & NOTES SEE PAVEMENT SECTION FOR SUBGRADE INFO IF ROCK IS USED UNDER ROADWAY PAVEMENT, CONTINUE ROCK UNDER SIDEWALK PAVEMENT, MATCH SECTION SEALED 'E' JOINT SEE DETAIL A & NOTES BUILDING WALL (WHERE APPLICABLE) #4 BARS 24" O/C BOTH WAYS ALL REINFORCEMENT SHALL BE EPOXY COATED P a r a l l e l R a m p ( i f r e q u i r e d ) St a n d a r d Si d e w a l k 1'-0 " (typ . ) Grade Break Special Shaping Parallel Curb Ramp: If normal sidewalk elevation cannot be achieved with the perpendicular ramp between the street and landing due to limited ramp length, provide a parallel ramp to make up the elevation difference between the landing and the standard sidewalk. The length of the parallel ramp is not required to exceed 15 feet, regardless of the resulting slope. Do not exceed 8.3% slope for parallel ramps shorter than 15 feet. Turning Space: Target slope of 1.5% with maximum slope perpendicular to the travel directions of 2.0%. Minimum 5 feet by 5 feet. Perpendicular Curb Ramp: Target running slope of 6.25% with maximum running slope of 8.3%. Target cross slope of 1.5% with a maximum cross slope of 2.0%. Match pedestrian street crossing cross slope or flatter. 5 6 7 8 7 7 5 6 8 8 9 9 5' M I N 5' MI N VARIES 6 ADA RAMP DETAILS SCALE NONEC6.1 1 2 3 Locate 'DW' joint at a mid-panel location between future 'C' or 'CD' joints. Place no closer than 5 feet to a 'C' or 'CD' joint. Place bars within the limits shown under dowel assemblies. 'RT' joint may be used in lieu of 'DW' joint at the end of the days work. Remove any pavement damaged due to the drilling at no additional cost to the Contracting Authority. 4 Saw 'C' joint to a depth of T/3. 6 7 5 Bar supports may be necessary for fixed form paving to ensure the bar remains in a horizontal position in the plastic concrete. Sawing or sealing of joint not required. The following joints are interchangeable, subject to the pouring sequence: 'BT-1' and 'L-1' 'BT-2' and 'L-2' 'BT-3' and 'L-3' 1 2" to 3 4''Top of Pavement Sealant SECTION A-A (Detail at Edge of Pavement) DETAIL C Joint Sealant Material 1 4'' ± 1 16'' Saw Cut 1 1 4'' ± 1 4'' Saw Cut 1 4'' ± 1 8'' Crack or Joint Line A A Pavement Edge See Detail C T Hole Diameter 1 8'' Larger than Dowel 8 18'' Long 3/4" Dowel at 12'' Centers 9'' min.9'' min. 'RD' ABUTTING PAVEMENT JOINT 8 Edge with 1/4 inch tool for length of joint indicated if formed; edging not required when cut with diamond blade saw. Remove header block and board when second slab is placed. T/2 T See Detail A or B T 30'' Long Tie Bar at 12'' Centers 321 'C' CONTRACTION JOINT 'DW' DAY'S WORK JOINT (Non-working) 5 7 30'' Long #4 BarsSee Detail E See Detail D-1 or D-2 7 6 'KT-1' ABUTTING PAVEMENT JOINT - KEYWAY TIE 'L-1' CONTRACTION JOINT 1 4'' ± 1 16'' Saw CutJoint Sealant Material 1 4'' ± 1 8'' Saw Cut 4 A A Crack or Joint Line 1 8'' to 5 16'' Saw CutJoint Sealant Material 1 4'' ± 1 8'' 1 1 4'' ± 1 4'' Crack or Joint Line A A DETAIL B (Saw cut formed by approved early concrete sawing equipment.) DETAIL A (Saw cut formed by conventional concrete sawing equipment.) at 30'' Centers 36'' Long #4 Bars at 30'' Centers T/2 1'' + 1 4'' or - 1 8'' 1"2" DETAIL E Crack or Joint Line T/3 ± 1 4'' Crack or Joint Line T/3 ± 1 4'' Joint Sealant Material 1 8'' ± 1 16'' Saw Cut 1 4'' ± 1 16'' Saw Cut DETAIL D-1 DETAIL D-2 13 (Required when the Department of Transportation is not the Contracting Authority, or when specified in the contract documents) (Required when the Department of Transportation is the Contracting Authority, or when specified in the contract documents.) JOINTING DETAILS SCALE NONE 5 C6.1 ACCESSIBLE PARKING SIGN NOT TO SCALE MUTCD R7-8 HANDICAPPED PARKING SIGN 'VAN ACCESSIBLE' SIGN FOR VAN ACCESSIBLE SPACE MUTCD R7-8p 2" STEEL ROUND OR SQUARE PIPE PAVING OR SIDEWALK (TYP)MOWING EDGE P.C.C. FOOTING 10 C6.1 PVC & N-12 PIPE BEDDING SCALE NONE 7 C6.1 BACK OF CURB FACE OF CURB EDGE OF TURNED DOWN WALK SIDEWALK PAVEMENT GRASS/LANDSCAPING ROADWAY PAVEMENT PLAN VIEW CURB & GUTTER / TURNED DOWN WALK TRANSITION DETAIL SCALE NONE 8 C6.1 9 C6.1 12 C6.1 NOTES: 1.SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN. 2.GEOTECHNICAL REPORT WAS NOT DONE FOR THIS PROJECT R 2" R 1" 6" 6" 4.5"3" 12" COMPACTED SUBGRADE 95% STD PROCTOR 6" P.C.C. (C4 MIX) 2-6" LIFTS NOTES: 1.SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN. 2.GEOTECHNICAL REPORT WAS NOT DONE FOR THIS PROJECT R 2" R 1" 7" 6" 4.5"3" 12" COMPACTED SUBGRADE 95% STD PROCTOR 7" P.C.C. (C4 MIX) 2-6" LIFTS SHEET FLOWSHEET FLOW MODIFIED SOIL LAYER CONSISTING OF A UNIFORM MIXTURE OF 75-90% WASH CONCRETE SAND, 0-10% APPROVED ORGANIC MATERIAL AND 0-25% SOIL WITH A TEXTURE THAT INCLUDES A-HORIZON CHARACTERISTICS AND MEETS SPECS 3" FINE SHREDDED HARDWOOD MULCH 9" STONE AGGREGATE SUBBASE LAYER (1"-2" CLEAN ROCK WITH A POROSITY OF 35-40%)6" PERFERATED PVC SUBDRAIN (WATER QUALITY OUTLET) BIO-DETENTION DETAIL NOT TO SCALE UNDISTURBED SOIL 18 " S O I L DE P T H ( M I N ) 11 C6.1 30" NYLOPLAST BASIN W/ TRASH GRATE ELEV=1016.25 10' MIN 30" PVC PIPE *NOT TO BE CONSTRUCTED UNTIL ALL UPSTREAM AREAS ARE STABILIZED* 2-3" CHOKER AGGREGATE LAYER (CLEAN 3/8" DIA CHIP) 3" DIAMETER CPV ORIFICE ELEV=1015.50 40' X 57'-4" BUILDING 2,400 SF FF=1022.66 CO CO CO G 2"G 2"G 2" WV A/C GM D 17.13' S84°54'02"E 10 . 0 0 ' N0 5 ° 0 5 ' 5 8 " E 16.24' S84°54'02"E 10 . 0 4 ' S0 0 ° 0 0 ' 1 1 " W 10 1 4 . 7 5 102 1 10 2 2 1022 1021 1021 10 1 6 1015 1 0 1 7 1018 1022 1020 10 1 5 1021 101 9 10 2 2 1021 10 1 7 1017 1 0 1 6 1019 1018 1019 1019 1018 1017 1 0 2 0 1018 1019 102 0 1 0 2 1 1016 1 0 2 2 1021 10 2 2 1022 10 2 4 10 2 4 10 2 3 ST ST ST ST CO CO D S NW VENTURE DRIVE N W A R R I O R L A N E F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O F/ O 10' PUE ( B O O K 2 0 1 0 , P A G E 1 8 7 ) 10 ' P U E ( B O O K 2 0 1 0 , P A G E 1 8 7 ) 10' X 130' ELECTRIC EASEMENT (BOOK 2010, PAGE 4066) 10 ' S A N I T A R Y S E W E R E A S E M E N T (B O O K 2 0 1 6 , P A G E 2 5 4 7 4 ) PUBLIC STORM SEWER EASEMENT (BOOK 2010, PAGE 188) WV F/O FF=1021.51 MBGM WV F/O H Y D WV WV CO 10 1 9 1020 102 1 1020 1020 1021 10 2 2 1022 10 2 2 1 0 1 5 1 0 1 6 10 1 7 10 1 8 1016 101 7 1018 1019 1015 10 1 6 1 0 1 7 1 0 1 8 101 9 102 0 1019 1020 1018 1021 1020 10 2 1 W 12" W 12" W 12" W 12" W 12" W12" W12" W12" W12" W12" W12"W12"W12"W12"W 12" W8" W8" W8" ST 15" ST 15" ST 15" ST 15" ST 15" ST 15" ST 15" SAN 8" SA N 6" SA N 6" SA N 6" SAN 8"SAN 8"SAN 8"SAN 8"SAN 8"SAN 8" G4" G 4"G 4"G 4"G 4"G 4"G 4" G 4" G 2" G 4" G4" G4" G 4" G 4" G 4" G 4" G 4" G 4" W W8"W8"W8"W8" W8" ST 12 " ST 12 " ST 18" ST 18" SAN16"SAN16" SA N 16 " SA N 16 " SA N 16 " SA N 16 " SA N 16 " EX. BUILDING MERCY IOWA CLINIC 1 0 1 1 1 0 1 4 1 0 1 4 1 0 1 8 1 0 1 7 101 9 U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/E U/ E U/ E U/E U/E U/E U/E U/E U/E U/E U/E U/E LOT 2 LOT 3 OUTLOT "U" ST 6" ST 6" ST 6" PUBLIC ROAD (PCC) - 1 0 0 ' R . O . W . PU B L I C R O A D ( A S P H A L T ) - 1 0 0 ' R . O . W . HY D 1 0 1 3 1 0 1 6 10 1 2 STAGING AREA CONTRACTOR OUTHOUSE, DUMPSTER & CONC. WASHOUT (REF. DETAILS ON THIS SHEET) STABILIZED CONSTRUCTION ENTRANCE. 12" DEPTH ROCK, CLASS A ROAD STONE. (REF. DETAILS ON THIS SHEET) SF SF INLET PROTECTION, TYP. S F SF SF SF SF SF SF SF SF SF SF SF SILT FENCE, TYP. SILT FENCE TO BE INSTALLED AT BIO-SWALE TOE OF SLOPE TO PREVENT EROSION SILT FENCE, TYP. SILT FENCE TO BE INSTALLED AT BIO-SWALE TOE OF SLOPE TO PREVENT EROSION SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F SF SF SF INLET PROTECTION, TYP. POST-CONSTRUCTION BIO RETENTION CELL TREATMENT AREA= 438 SF 96 . 2 3 ' 17.6' 9.94' DISTURBANCE LIMITS ULTIMATE DISCHARGE LOCATION TO LITTLE WALNUT CREEK 143 LF OF FILTER SOCK ALONG BC OF N WARRIOR LANE 327 LF OF FILTER SOCK ALONG BC OF NW VENTURE DRIVE INSTALL SEDIMENT BASKET IN EXISTING INTAKE S F SF SFSF SF S F SF SF SF SF TOPSOIL STOCKPILE SILT FENCE POST-CONSTRUCTION BIO RETENTION CELL TREATMENT AREA= 504 SF SW P P P C7.1 REFERENCE NUMBER: 35 0 1 1 0 4 t h S t r e e t De s M o i n e s , I o w a 5 0 3 2 2 - 3 8 2 5 Ph o n e : ( 5 1 5 ) 2 7 6 - 0 4 6 7 F a x : ( 5 1 5 ) 2 7 6 - 0 2 1 7 "P l a n n i n g Y o u r S u c c e s s f u l D e v e l o p m e n t " Bi s h o p E n g i n e e r i n g Ci v i l E n g i n e e r i n g & L a n d S u r v e y i n g E s t a b l i s h e d 1 9 5 9 DRAWN BY: CHECKED BY: REVISION DATE: PROJECT NUMBER: SHEET NUMBER: EN T E R P R I S E R . A . C . WA U K E E , I O W A REB 070600 SVS 1ST CITY SUB 2022-09-09 2ND CITY SUB - 2022-10-12 3RD CITY SUB - 2022-11-30 210170 PR E L I M I N A R Y - N O T F O R C O N S T R U C T I O N STORM WATER POLLUTION PREVENTION PLAN IOWAONE CALL 1-800-292-8989 www.iowaonecall.com 811 Know what's below. Call before you dig. UTILITY NOTE: THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS ARE TAKEN FROM EXISTING PUBLIC RECORDS AND ARE APPROXIMATE LOCATIONS. THE EXACT LOCATIONS OF ALL UTILITIES MUST BE ASCERTAINED IN THE FIELD. IT SHALL BE THE DUTY OF THE CONTRACTOR TO DETERMINE WHETHER ANY ADDITIONAL FACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT.NOT TO SCALE SITE ENTRANCE DETAIL TEMP. ROCK ENTRANCE (PLAN VIEW) (PROFILE VIEW) TEMP. ROCK ENTRANCE 3" CLEAN LIMESTONE PLACE ROCK ON FABRIC STABILIZED ENTRANCE SHALL BE AT LEAST 50' LONG AND EXTEND TO THE PUBLIC ROADWAY. 5' - 0 " M I N . GROUND LINE ENGINEERING FABRIC FLOW 2 1' ABOVE GROUND LINE VARIABLE 10' MAX.5' MAX.5' MAX.10' MAX. 1' ABOVE GROUND LINE SECURE TOP OF ENGINEERING FABRIC ENGINEERING FABRIC TO BE PLACED TO BOTTOM OF TRENCH. 1 2 ENGINEERING FABRIC GROUND LINE TRENCH BOTTOM TRENCH BOTTOM 1 1 1 LINE GROUND 1 MIN. 4" EXCESS FABRIC COMPACTED BACKFILL 12 " MI N . DETAIL OF SILT FENCE AT DITCH OR SWALE DETAIL OF SILT FENCE 8' SPACING TO TOP OF STEEL POST. SEE DETAIL OF ATTACHMENT TO POST. VERTICAL CUT WIRE CORD CORD CORD WIRE POST FABRIC FABRIC BACK VIEW OF FABRIC BACK VIEW ATTACHMENT TO POST 3 4 NOTES : 3 MAKE VERTICAL CUT IN TOP OF FABRIC. PULL OUT AND TWIST CORD. 4 LOOP CORD AROUND POST FORMING A LOOP. PULL WIRE THROUGH FOLD AREA OF FABRIC AND SECURE AROUND POST. 'T' STEEL FENCE POST NORMAL FORESLOPE 2" RISE IN FENCE 31" MIN. NORMAL BACKSLOPE 31 " M I N . 6" TRENCH DEPTH FOR NORMAL INSTALLATION (MIN.) 12" TRENCH DEPTH FOR DITCH INSTALLATION NOT TO SCALE (SECTION VIEW) (PROFILE VIEW) SILT FENCE DETAILS NOT TO SCALE INLET 5'-0" 5'-0" 'T' FENCE POST, 5' MIN. NOTES: 1. SECURE TOP OF FABRIC TO POSTS, USING CABLE TIES OR WIRE. 2. FABRIC TO BE BURIED 12", AND FOLDED ALONG BOTTOM. 3. STEEL POSTS TO BE EMBEDDED 28". (PLAN VIEW) DROP INLET BASKET PROTECTION SILT FENCE FABRIC IF APPLICABLE INLET PROTECTION DETAIL NOT TO SCALE NOTES: 1. 1 C.Y. CONCRETE BAG SHALL BE REQUIRED AT ANY LOCATION WHERE CONCRETE IS USED. 2. CONCRETE WASHOUT DUMPSTER W/ HEAVY DUTY LINER IS AN ACCEPTIBLE ALTERNATIVE (PLAN VIEW) 1 C.Y. CONCRETE WASH-OUT BAG 'T' FENCE POST 5' MIN CONCRETE WASH-OUT BAG DETAIL (PROFILE VIEW) 1 C.Y. CONCRETE WASH-OUT BAG L: \ L A N D P R O J E C T S 2 0 2 1 \ 2 1 0 1 7 0 W A U K E E E N T E R P R I S E R E N T - A - C A R \ D W G \ C 7 S W P P P . D W G 12 / 1 / 2 0 2 2 5 : 2 1 : 5 4 P M GRAPHIC SCALE 020 10 20 40 EROSION CONTROL NOTES: 1.SEE SUPPLEMENTAL DETAIL STORM WATER POLLUTION PLAN NARRATIVE FOR ALL EROSION CONTROL MEASURES, ADDITIONAL DETAILS AND NOTE. ADDITIONAL NOTES AND MEASURES IN NARRATIVE SHALL BE CONSIDERED INCIDENTAL AND SHALL BE INCLUDED IN THE ORIGINAL BID. 2.SWPPP PLAN AND NARRATIVE ARE CONSIDERED A LIVING DOCUMENT AND WILL NEED PERIODIC UPDATES AND ADJUSTMENTS AS NECESSARY DEPENDING ON SITE CONDITIONS TO ASSURE COMPLIANCE WITH NPDES GENERAL PERMIT NO. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO UPDATE THE SWPPP AND IMPLEMENT ANY AND ALL MEASURES NECESSARY TO COMPLY WITH SAID PERMIT NO. 2. 3.INSTALL PERIMETER SILT FENCE AS SHOWN ON PLANS PRIOR TO CONSTRUCTION. 4.INSTALL INTAKE PROTECTION WITH SILT FENCE IMMEDIATELY AFTER STORM SEWER CONSTRUCTION. 5.INSTALL FINISHED PAVING INLET PROTECTION IMMEDIATELY AFTER PAVING IS COMPLETED AROUND INTAKE. 6.OTHER EROSION CONTROL TYPES MAY NOT BE SUBSTITUTED FOR SILT FENCE. 7.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING A CONCRETE WASHOUT IN ACCORDANCE WITH SUDAS SPEC 11,050 DURING ALL CONCRETE WORK. 8.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING TEMPORARY RESTROOM FACILITIES. SANITARY WASTE SHALL BE DISPOSED OF PER ALL FEDERAL, STATE AND LOCAL REGULATIONS. 9.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOIL REQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET. 10.CONTRACTOR SHALL BE RESPONSIBLE FOR REVISING AND/OR INSTALLING ADDITIONAL EROSION CONTROL MEASURES/SEEDING AS NEEDED TO ACCOMMODATE THE CONSTRUCTION PHASING AND SWPPP INSPECTOR REQUIREMENTS. SUCH CHANGES SHALL BE INCIDENTAL TO THE PROJECT. ALL CHANGES SHALL BE DOCUMENTED AND RECORDED. EROSION CONTROL REMOVAL NOTES: 1.AFTER FINAL STABILIZATION HAS OCCURED, AS DEFINED IN NPDES GENERAL PERMIT NO. 2, CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY EROSION CONTROL DEVICES INCLUDING, BUT NOT LIMITED TO: SILT FENCE, INLET PROTECTION, AND TEMPORARY STANDPIPES. DISTURBED AREA = 1.3 ACRES± STABILIZED ENTRANCE AT LEAST 50' LONG-12" DEEP CLASS "A" ROAD STONE ON GEOTEXTILE 120 SILT FENCE (TYP) LEGEND: EXISTING CONTOUR PROPOSED CONTOUR120 SFSF SF GRADING LEGEND: EXISTING CONTOUR PROPOSED CONTOUR FINISHED GROUND ELEVATION TOP OF CURB ELEVATION GUTTER ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION EDGE OF WALK ELEVATION TOP OF STAIR ELEVATION BOTTOM OF STAIR ELEVATION NOTE: WALL ELEVATIONS SHOWN ON PLAN ARE FINISHED GROUND GRADES AT THE TOP AND BOTTOM OF THE WALL. 150.50E/W 150.50B/W 150.50T/W 150.50G 150.50T/C 150.50 150 150 150.50T/S 150.50B/S PROPERTY DESCRIPTION: (WARRANTY DEED BOOK 2006, PAGE 19861) ALL THAT PORTION OF SE 1/4 OF SECTION 28, TOWNSHIP 79 NORTH, RANGE 26 WEST OF THE 5TH P.M. LYING NORTH OF THE RECREATIONAL TRAIL DEEDED TO THE STATE OF IOWA IN DEEDS RECORDED IN BOOK 1999 PAGE 385 AND BOOK 1999 PAGE 386 OF THE RECORDS OF DALLAS COUNTY, IOWA SUBJECT TO AND TOGETHER WITH ANY AND ALL EASEMENTS AND RESTRICTIONS OF RECORD. ADDRESS: 80 N WARRIOR LANE WAUKEE, IOWA 50263 AREA: 90,745 SQUARE FEET - 2.08 ACRES OWNER: PHILLIP E BRODERICK, LLC. 22 GLENVIEW DR DES MOINES, IA 50312 PREPARED FOR: DANE WRIGHT D WRIGHT CONSTRUCTION 325 GARFIELD STREET CARLISLE, IA 50047 ZONING: EXISTING C-1 COMMUNITY AND HIGHWAY SERVICE COMMERCIAL DISTRICT SETBACKS FRONT YARD 30 FEET (MIN.) REAR YARD 30 FEET (MIN.) SIDE YARD NO MIN. 30 FEET (MIN.) WHEN ADJACENT TO ANY R DISTRICT MAX HEIGHT NO MAX. 2 STORIES OR 40 FEET WHEN ADJACENT TO AN R-1, R-2 OR R-4 DISTRICT 1 STORY OR 14 FEET FOR ACCESSORY BLDG. SITE CONTROL AND BENCHMARKS: BASIS OF BEARING OBTAINED FROM GPS OBSERVATIONS DATUM = NAD 83, IOWA SOUTH BENCHMARK DATUM = NAVD88, GEOID 18) POINT #9000, REBAR NORTHING = 588988.33 EASTING = 1538255.82 ELEVATION = 1017.06 DESCRIPTION: LOCATED NORTH OF THE OF THE PARKING SPACES IN THE SOUTH WEST CORNER OF THE PROPERTY Schematic Site Plan Long Creek Design \ Wright Construction The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan / floor plan changes, etc.) October 4, 2022 NEW CONSTRUCTION CORNER OF WARRIOR LANE & NORTH VENTURA DRIVE, WAUKEE, IOWA © LONG CREEK DESIGN OF IOWA Front Elevation Rear Elevation Right Elevation Left Elevation MATERIAL INFO SQ. FT.% CERTAINTEED - HIGHLAND SLATE - BLACK GRANITE GLEN-GERRY BRICK EBONITE VELOUR BRICK ECHELON STANDARD MASONRY SPLIT FACE CMU - SEASHELL ANODIZED ALUMINUM TRIM \ FASCIA \ COPING