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2019-09-16-J04 Lot 3 Stone Prairie Plat 6_Site Plan
AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: September 16, 2019 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Lot 3, Stone Prairie Plat 6 (290 SE Westown Parkway) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: M&J Realty, LLC requests approval of a site plan to allow for the construction of a single-story medical office building for the use of oral surgery. The subject property is located south of SE Westown Parkway and west of SE LA Grant Parkway. The building is proposed to be approximately 8,000 square feet in area. The site plan identifies a patient drop-off / pick-up area located on the west side of the building. The applicant has provided elevations for the proposed building on the site, which meets the intent of the architectural guidelines within the Site Plan Ordinance. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed this project at the September 10, 2019 Commission Meeting and recommended approval subject to remaining staff comments: Approval of a Site Plan for Lot 3, Stone Prairie Plat 6 (290 SE Westown Parkway) City Planner, Melissa DeBoer, introduced the request for approval of a site plan as submitted by the applicant, M & J Realty, for a medical office building for oral surgery. The subject property is located South of SE Westown Parkway and west of SE L.A. Grant Parkway, containing approximately 0.58 acres. The site plan proposes the construction of an 8,000 square foot oral surgeon office. The entrance would be located on the south side of the building with a patient drop off and pick up area on the west side of the building. The trash enclosure is located on lot 2, and this development will share and extend the parking lot and landscaping of the development to the south. No new sidewalks or trail extensions are required for this development. All public utilities are available to the site and Stormwater management is cared for by underground detention to the west of the site. All open space, parking, landscaping and lighting requirements have been met. At this time staff would recommend approval of the site plan for lot 3 of Stone prairie Plat 6 (290 SE Westown parkway) subject to any remaining staff comments and review of the legal documents. Commissioner Streit questioned if there were any plans for the corner lot adjacent to this development to the north on SE Westown Parkway. Mrs. DeBoer advised there were no submittals at this time. J4 Commissioner Koshy moved to approve the site plan for lot 3 of Stone Prairie Plat 6 (290 SE Westown Parkway) subject to any staff comments and review of the legal documents. Commissioner Streit seconded the motion. Ayes: Ward, Tietz, Streit, Broderick, Hoifeldt, and Koshy. Nays: None. Motion Carries. STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan subject to remaining staff comments. RECOMMENDATION: Approve the resolution. ATTACHMENTS: I. Proposed Resolution II. Staff Report III. Site Plan & Elevations PREPARED BY: Melissa DeBoer, Planner II REVIEWED BY: THE CITY OF WAUKEE, IOWA RESOLUTION 19- APPROVING THE SITE PLAN FOR LOT 3, STONE PRAIRIE PLAT 6 (290 SE WESTOWN PARKWAY) IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal Organization; AND, WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of the Site Plan for Lot 3, Stone Prairie Plat 6, subject to remaining staff comments on September 10, 2019; AND, WHEREAS, the Site Plan for Lot 3, Stone Prairie Plat 6 is in general conformance with §304 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Lot 3, Stone Prairie Plat 6 is in general conformance with §301.27(A) – Landscaping and Open Space Ordinance of the Waukee Municipal Code; AND, NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on this 16th day of September, 2019 that the Site Plan for Lot 3, Stone Prairie Plat 6 is approved. ____________________________ Shelly Hughes, Presiding Officer Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Anna Bergman R. Charles Bottenberg Courtney Clarke Shelly Hughes Larry R. Lyon PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: Lot 3, Stone Prairie Plat 6 – Site Plan PREPARED BY: Melissa DeBoer, AICP – Planner II REPORT DATE: September 6, 2019 MEETING DATE: September 10, 2019 GENERAL INFORMATION Applicant/Owner: M & J Realty, LLC Project Manager: Chuck Bishop, P.E., Bishop Engineering Request: The applicant is requesting approval of a site plan for a medical office building. Location and Size: Property is located south of SE Westown Parkway and west of SE LA Grant Parkway, containing approximately 0.58 acres. Property Address: 290 SE Westown Parkway AREA MAP ABOVE: Aerial of subject property (outlined in BLUE) in relation to the surrounding area. September 6, 2019 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant – Undeveloped Neighborhood Commercial C-1A (Neighborhood Commercial District) North Vacant – Undeveloped Neighborhood Commercial C-1A (Neighborhood Commercial District) South Timberline Ridge Townhomes Medium Density Residential R-4 (Row Dwelling and Townhome Dwelling District) East Waukee South Middle School Institutional A-1 (Agricultural District) West Timberline Ridge Townhomes Medium Density Residential R-4 (Row Dwelling and Townhome Dwelling District) PROJECT DESCRIPTION The project includes the construction of a single-story medical office building for the use of oral surgery. The building is proposed to be approximately 8,000 square feet in area. The main entrance is located on the south side of the building and a patient drop-off / pick-up is proposed on the west side of the building. A trash enclosure has been approved on this lot with the site plan approval for the building to the east of this proposed building. This trash enclosure is located at the northwest corner of the property. ACCESS AND PARKING There are two accesses into this site from the public streets. One access is located on the north side of the site off of SE Westown Parkway and the other access is located on the south side of the site off of SE Wildflower Drive. This development has a shared parking agreement. A total of 72 parking spaces are required for the entire development, this includes 3 spaces per 1,000 square feet of office area. The total amount of parking proposed is 118 spaces including 8 accessible stalls. The proposed site plan meets the parking requirements of the ordinance. SIDEWALKS/TRAILS No new public sidewalks or trails are proposed with this development. Ten-foot wide trails are located to the north, east and south of this development, along all three of the adjacent public streets. A six-foot wide sidewalk will provide a pedestrian connection into the site from the trail along SE Westown Parkway. Several sidewalks are proposed interior to the site in order to provide pedestrian connections throughout the parking lot and to the buildings. UTILITIES This site will be serviced with all public utilities. Water will be brought in from the main along SE Westown Parkway. Sanitary sewer will be provided from the private main located to the west of the proposed building. Storm water will be collected in an underground storm water detention facility, located within the western portion of the parking lot. September 6, 2019 3 of 3 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 38%. The required 30-foot landscape buffer has been provided along the west side of the property with previous projects. A 25-foot landscape buffer will be provided along the north side of the site, along SE Westown Parkway. The applicant has provided the required amount of plantings per the landscaping ordinance. ELEVATIONS The elevations of the building are proposed to be constructed of masonry veneer, Nichiha panels, aluminum composite panels, and EIFS. The majority of the building elevations will be composed of the masonry veneer and Nichiha panels. MISCELLANEOUS: The applicant has submitted a photometric plan and associated light fixture cut sheets. The lighting plan meets the lighting requirements of the Site Plan Ordinance. COMPREHENSIVE PLAN The comprehensive plan classifies the subject property as Neighborhood Commercial. The Neighborhood Commercial classification provides a variety of uses that would serve the surrounding neighborhoods and provide day-to-day goods and services for residents. STAFF RECOMMENDATION The site plan is in general conformance with the Site Plan Ordinance and Comprehensive Plan. Staff recommends approval of the site plan for Lot 3, Stone Prairie Plat 6 subject to remaining staff comments. SITELOT 3 STONE PRAIRIE PLAT 6SITE IMPROVEMENT PLANIOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.VICINITY MAPNOT TO SCALECOPYRIGHT 2018 BISHOP ENGINEERING. THIS DOCUMENT AND THE INFORMATION CONTAINED MAY NOT BEREPRODUCED OR EXCERPTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF BISHOP ENGINEERING.UNAUTHORIZED COPYING OR DISCLOSURE OF CONSTRUCTION USE ARE PROHIBITED BY COPYRIGHT LAW.COVER SHEETC0.1SHEET INDEX:C0.1COVER SHEETC1.1EXIST. CONDITIONS/DEMO PLANC2.1LAYOUT PLANC3.1GRADING PLANC4.1UTILITY PLANC5.1LANDSCAPE PLANC6.1DETAILS SHEETC7.1SWPPPREFERENCE NUMBER:3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:LOT 3 STONE PRAIRIE PLAT 6 SITE IMPROVEMENT PLANEWM160359130452CJB08-06-19 CITY SUBMITTAL08-20-19 CITY SUBMITTAL08-28-19 CITY SUBMITTAL09-05-19 CITY SUBMITTAL180104M:\LAND PROJECTS 2018\180104\DWG\_PHASE 3 DWGS\C0 COVER.DWG9/5/2019 3:00:42 PM UTILITY NOTE:THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM THE FIELD SURVEY, EXISTING PUBLICRECORDS, AND PLANS PROVIDED BY OTHERS. SURFACE UTILITY LOCATIONS HAVE BEEN FIELD LOCATED BY BISHOPENGINEERING, UNLESS OTHERWISE NOTED. ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE LOCATIONSONLY. BISHOP ENGINEERING DOES NOT GUARANTEE THE UNDERGROUND LOCATION OF ANY UTILITIES SHOWN. IT SHALLBE THE DUTY OF THE CONTRACTOR TO DETERMINE THE LOCATION AND DEPTH OF ANY UNDERGROUND UTILITIES SHOWNAND IF ANY ADDITIONAL UTILITIES, OTHER THAN THOSE SHOWN ON THE PLANS, MAY BE PRESENT. A REQUEST WAS MADETO IOWA ONE CALL FOR UTILITY PROVIDERS TO VERIFY, LOCATE, AND MARK THEIR UTILITIES IN THE FIELD.PROPERTY DESCRIPTION:LOTS 1-4 IN STONE PRAIRIE PLAT 6, AN OFFICIAL PLAT IN THE CITYOF WAUKEE, DALLAS COUNTY, IOWA.SAID TRACT OF LAND BEING SUBJECT TO AND TOGETHER WITH ANYAND ALL EASEMENTS OF RECORD.SITE AREA:152,530 S.F (3.50 ACRES) MORE OR LESSADDRESS:290 SE WESTOWN PARKWAY2335 & 2355 SE LA GRANT PARKWAYWAUKEE, IOWA 50263OWNER:M&J REALTY, LLC5429 BOULDER DRIVEWEST DES MOINES, IA 50265PREPARED FOR:PRIMUS CONSTRUCTIONCONTACT: JASON DREWELOW401 8TH AVENUE, SECEDAR RAPIDS, IA 52401PH: (877)947-7757ENGINEER/PROJECT MANAGER:BISHOP ENGINEERINGCONTACT: CHUCK BISHOP3501 104TH STREETURBANDALE, IOWA 50322PH: (515)276-0467ZONING:C-1A NEIGHBORHOOD COMMERCIAL DISTRICTSETBACKS: FRONT = 30 FEET SIDE = NONE, EXCEPT ADJACENT RESIDENTIAL THEN 15' REAR = 30 FEETBUILDING INFORMATION:PROPOSED BUILDING USE = ORAL SURGERYESTIMATED EMPLOYEES = 10-12PROPOSED BUILDING HEIGHT = 21'-0"BUILDING CONSTRUCTION = WOOD FRAME (5B)PARKING REQUIREMENTS:REQUIRED PARKING OFFICE (3 PER 1,000 SF @ 23,926 SF) = 72 STALLS (INCL. 5 ADA) PROPOSED PARKING = 118 STALLS (INCL. 8 ADA)OPEN SPACE / IMPERVIOUS AREA:PROPOSED LOT 1 STONE PRAIRIE PLAT 6TOTAL LOT AREA = 25,546 SF = 0.58 ACRESMIN. OPEN SPACE = 5,091 SF (20.0%)EXISTING / PROPOSED OPEN SPACE = 15,120 SF (59.2%)EXISTING / PROPOSED IMPERVIOUS = 10,426 SF (40.8%)PROPOSED LOT 2 STONE PRAIRIE PLAT 6TOTAL LOT AREA = 26,258 SF = 0.60 ACRESMIN. OPEN SPACE = 5,251 SF (20.0%)EXISTING OPEN SPACE = 18,063 SF (68.8%)EXISTING IMPERVIOUS = 8,195 SF (31.2%)PROPOSED OPEN SPACE = 17,979 SF (68.5%)PROPOSED IMPERVIOUS = 8,279 SF (31.5%)PROPOSED LOT 3 STONE PRAIRIE PLAT 6TOTAL LOT AREA = 57,983 SF = 1.33 ACRESMIN. OPEN SPACE = 11,596 SF (20.0%)EXISTING OPEN SPACE = 35,392 SF (61.0%)EXISTING IMPERVIOUS = 22,591 SF (39.0%)PROPOSED OPEN SPACE = 22,284 SF (38.4%)PROPOSED IMPERVIOUS = 35,699 SF (61.6%)PROPOSED LOT 4 STONE PRAIRIE PLAT 6TOTAL LOT AREA = 42,743 SF = 0.98 ACRESMIN. OPEN SPACE = 8,548 SF (20.0%)EXISTING / PROPOSED OPEN SPACE = 18,122 SF (42.4%)EXISTING / PROPOSED IMPERVIOUS = 24,621 SF (57.6%)(INCLUDES FUTURE 6,000 SF BUILDING)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 ONTHE PLANS OR THAT CAN BE SEEN ON THE PLANS BETWEEN AND EXISTING UTILITY ANDPROPOSED CONSTRUCTIONWETLAND NOTES:1.BISHOP ENGINEERING DOES NOT PERFORM WETLAND STUDIES OR WETLAND MITIGATION. IT ISTHE OWNER'S RESPONSIBILITY TO DETERMINE IF ANY WETLANDS ARE LOCATED ON THEPROJECT SITE AND PERFORM ANY NECESSARY MITIGATION PRIOR TO THE COMMENCEMENT OFCONSTRUCTION ACTIVITIES.SURVEY NOTES:1.ALL CONSTRUCTION STAKING INCLUDING PEDESTRIAN FACILITIES SHALL BE COMPLETEDUNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR.GENERAL NOTES:1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND SUDASSTANDARD SPECIFICATIONS AND ANY AND ALL CITY/COUNTY SUPPLEMENTAL SPECIFICATIONS. THE CITY OF WAUKEE MUST BE NOTIFIEDBY 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 ATTHE CONTRACTORS EXPENSE.4.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT O.S.H.A. CODES AND STANDARDS. NOTHING INDICATED ON THESE PLANSSHALL RELIEVE THE CONTRACTOR FROM COMPLYING WITH THE APPROPRIATE SAFETY REGULATIONS.5.ALL NECESSARY CONSTRUCTION SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES REQUIRED DURING CONSTRUCTION WILLBE 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 TOTRENCH COLLAPSES FROM VARYING SOIL CONDITIONS OR INJURIES CAUSED BY UNDERGROUND UTILITIES INCLUDING UTILITIES THATARE NOT SHOWN ON PLAN.7.THE CONTRACTOR IS LIABLE FOR ALL DAMAGES TO PUBLIC OR PRIVATE PROPERTY CAUSED BY THEIR ACTION OR INACTION IN PROVIDINGFOR STORM WATER FLOW DURING CONSTRUCTION. DO NOT RESTRICT FLOWS IN EXISTING DRAINAGE CHANNELS, STORM SEWER, ORFACILITIES.8.THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SCHEDULE FOR PERFORMANCE OF WORK ITEMS. THIS SCHEDULE SHALL BEPROVIDED BY THE CONTRACTOR AT THE PROJECT PRECONSTRUCTION CONFERENCE. NO WORK SHALL BEGIN UNTIL A SCHEDULE HASBEEN 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 SAMPLESOF MATERIAL REQUIRED FOR LABORATORY TESTS AND TESTING IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS FORPUBLIC 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 WITHOWNER OR OWNERS REPRESENTATIVE ON ALL REQUIRED STORM WATER DISCHARGE PERMITS FROM THE IOWA DEPARTMENT OFNATURAL RESOURCES AND THE CITY OF WAUKEE.13.GRADING AND EROSION CONTROL SHALL BE DONE IN ACCORDANCE WITH THE APPROVED GRADING PLAN, SWPPP, NPDES DOCUMENTS,CITY OF WAUKEE COSESCO PERMIT, 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 RESULTOF 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 ADJACENTPROPERTY 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 WASTEAREAS OR DISPOSAL SITES FOR EXCESS MATERIALS NOT DESIRABLE FOR INCORPORATION INTO THE PROJECT.17.ALL CONSTRUCTION WITHIN CITY RIGHT-OF-WAY, EASEMENTS, OR ANY CONNECTION TO PUBLIC UTILITIES THE CONTRACTOR SHALLNOTIFY THE CITY OF WAUKEE ENGINEERING DEPARTMENT ONE WEEK PRIOR TO CONSTRUCTION.18.ANY CHANGES PROPOSED TO THE PLAN SET DURING CONSTRUCTION SHALL RECEIVE WRITTEN APPROVAL FROM THE WAUKEEDEVELOPMENT SERVICES DEPARTMENT.19.CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOT BEEN GRANTED APPROVAL IN WRITINGFROM THE WAUKEE DEVELOPMENT SERVICES DEPARTMENT.20.PROPOSED BUILDING OR MONUMENT SIGNAGE WILL REQUIRE A SIGN PERMIT AND ARE TO BE REVIEWED AND APPROVED BY THE WAUKEEDEVELOPMENT SERVICES DEPARTMENT.21.THE CONTRACTOR IS RESPONSIBLE FOR SETTING UP A PRE-CONSTRUCTION MEETING WITH THE WAUKEE ENGINEERING DEPARTMENTONE (1) WEEK PRIOR TO CONSTRUCTION ACTIVITIES COMMENCING.22.THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE WAUKEE ENGINEERING DEPARTMENT OF ANY PLANNED WEEKEND OR HOLIDAYWORK 48 HOURS PRIOR TO SAID WORK COMMENCING.23.ALL OFFSITE ESTABLISHED LAWNS & PUBLIC RIGHT-OF-WAY DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED WITH SODAND WATERED UNTIL ESTABLISHED.24.TESTING SHALL BE COMPLETED MEETING CITY OF WAUKEE SPECIFICATIONS AND SHALL BE WITNESSED BY THE CITY OF WAUKEEENGINEERING DEPARTMENT.PAVING NOTES:1.THE PAVING/ GRADING CONTRACTOR SHALL BACKFILL THE PAVING SLAB AND FINE GRADE THE RIGHT OF WAY AS SOON AFTER THEPAVING AS POSSIBLE. ALL AREAS SHALL BE SODDED IN ACCORDANCE WITH CITY OF WAUKEE STANDARD SPECIFICATIONS AND THECURRENT VERSION OF SUDAS.2.SUBGRADE PREPARATION AND PAVEMENTS WILL BE CONSTRUCTED FOLLOWING RECOMMENDATIONS IN THE SOILS REPORT. APPROVEDSOILS ENGINEER MUST SIGN OFF ON SUBASE PRIOR TO ANY PAVEMENT BEING PLACED.3.SEE DETAILS FOR ALL PAVEMENT THICKNESS.4.ALL PEDESTRIAN WALKWAYS THAT UNLOAD INTO A VEHICLES TRAVELED PATH MUST HAVE A.D.A. DETECTABLE WARNING PLANEL(S) ASPER 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 PARKINGSIGNAGE IS REQUIRED FOR ALL HANDICAP STALLS AND SHALL BE CONSIDERED INCIDENTAL. IN EVENT OF A DISCREPANCY BETWEEN THEPLANS AND THE A.D.A./CITY CODES THE A.D.A./CITY CODES SHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING A.D.A.CODES ARE MET.6.CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY AREAS OF PAVEMENT OR SIDEWALK NOT TO BE REMOVED THAT IS DAMAGED DUE TOOPERATING EQUIPMENT ON THE PAVEMENT OR SIDEWALK. PAVEMENT REPLACEMENT SHALL COMPLY WITH WAUKEE STANDARDSPECIFICATIONS FOR PUBLIC IMPROVEMENTS.FIRE NOTES:1.APPROVED FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED AS SOON AS CONSTRUCTION OF THE BUILDING COMMENCES. THE FIREAPPARATUS ACCESS ROAD SHALL COMPLY WITH THE REQUIREMENTS OF THE IFC SECTION 503.2 AND SHALL EXTEND TO WITHIN 100 FEETOF ALL PORTIONS OF THE FACILITY AND ALL PORTIONS OF THE EXTERIOR WALLS OF THE FIRST STORY OF THE BUILDING AS MEASUREDBY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING OR FACILITY.UTILITY NOTES:1.QUANTITY CALLOUTS ON PIPE LENGTHS ARE APPROXIMATE AND SHOULD BE USED FORREFERENCE ONLY.2.THE CONTRACTOR SHALL PROVIDE AS-BUILTS OF ALL UTILITIES, INCLUDING DEPTH ANDLOCATION OF ALL SERVICES.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND ALL COSTS ASSOCIATEDWITH AS-BUILT TOPO OF DETENTION POND & DETENTION POND STORM SEWER. CONTRACTORSHALL BE RESPONSIBLE FOR CONTACTING BISHOP ENGINEERING (CHUCK BISHOP AT515-276-0467) TO PERFORM SAID AS-BUILT SURVEY. IF DETENTION PONDS HAVE BEEN GRADEDINCORRECTLY, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUBSEQUENT AS-BUILT TOPOSURVEYS UNTIL ISSUES HAVE BEEN RECTIFIED.4.THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OF ANY AND ALL EXISTING ANDPROPOSED UTILITIES TO PROPOSED GRADES. EXISTING UTILITIES SHALL BE RAISED ORLOWERED IN ACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS. ANY NECESSARYADJUSTMENTS 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, ANDSHOULD BE NOTED ON ALL AS-BUILTS..6.ALL PROPOSED RCP STORM SEWER PIPE JOINTS SHALL BE FABRIC WRAPPED AND HAVE A 3FOOT WIDE CLAY WATER STOP AND THE LAST 3 PIPE SECTIONS ON THE APRON SHALL BE TIEDWITH RF-14 TYPE II CONNECTORS. ALL APRONS SHALL HAVE A STANDARD FOOTING AND TRASHGUARD.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" OFCOMPACTED 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 UNLESSOTHERWISE 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 TOWATERMAIN 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 EVERYHYDRANT.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 WHENTHE BAGS CAN BE REMOVED.15.THE MINIMUM HYDRANT LEAD SHALL BE 3.5 FEET.16.ALL FIRE HYDRANTS ARE TO HAVE 4 INCH STORZ FITTINGS.17.CONNECTIONS FOR EXISTING SANITARY MANHOLES SHALL BE CORE DRILLED AND USE A LINKSEAL.18.CONTRACTOR TO COORDINATE TIE-INS TO EXISTING UTILITIES WITH THE CITY OF WAUKEEENGINEERING DEPARTMENT.19.ALL UTILITIES SHALL BE INSTALLED AND TESTED PER THE WAUKEE STANDARD SPECIFICATIONSFOR PUBLIC IMPROVEMENTS.20.ALL SANITARY AND STORM SEWER PIPES SHALL BE CLEANED AND TELEVISED PRIOR TO PAVING.THE CITY OF WAUKEE ENGINEERING DEPARTMENT SHALL WITNESS ALL CLEANING ANDTELEVISING. THE CONTRACTOR SHALL PROVIDE A HARD COPY OF THE REPORT AND VIDEO TOTHE CITY OF WAUKEE ENGINEERING DEPARTMENT.LEGEND: SAN SANITARY SEWER ST STORM SEWER W WATER LINE G GAS LINEU/E UNDERGROUND ELECTRICO/E OVERHEAD ELECTRICTELETELEPHONE LINEF/OFIBER OPTICCATVCABLE TVSTORM MANHOLECURB INTAKESURFACE INTAKEFLARED END SECTIONSANITARY MANHOLECLEANOUTFIRE HYDRANTSPRINKLERIRRIGATION CONTROL VALVEWATER MANHOLEWELLWATER VALVEWATER SHUT OFFYARD HYDRANTELECTRIC MANHOLEELECTRIC METERELECTRIC RISERELECTRIC VAULTPOWER POLETRANSFORMER POLELIGHT POLEELECTRIC JUNCTION BOXELECTRIC PANELTRANSFORMERGROUND LIGHTGUY WIREELECTRIC HANDHOLEGAS METERGAS VALVEAIR CONDITIONING UNITTELEPHONE RISERTELEPHONE VAULTTELEPHONE MANHOLETRAFFIC SIGNAL MANHOLEFIBER OPTIC RISERFIBER OPTIC FAULTCABLE TV RISERSIGN 7DENOTES NUMBER OF PARKING STALLSPROPERTY CORNER - FOUND AS NOTEDPROPERTY CORNER- PLACED 3/4" IRON PIPEWITH YELLOW PLASTIC CAP ID #14775SECTION CORNER - FOUND AS NOTEDDSCOHYD I CVWWSOYADREEMEELECEJEPGMGVA/CTTELTTSFOF/OTVWWVABBREVIATIONS:ACACRESASPHASPHALTBKBOOKCONCCONCRETEDDEEDED DISTANCEEXEXISTINGENCLENCLOSUREFFFINISHED FLOORFLFLOW LINEFRACFRACTIONALMMEASURED DISTANCEMHMANHOLEOPCORANGE PLASTIC CAPPPLATTED DISTANCEPGPAGEPOBPOINT OF BEGINNINGPOCPOINT OF COMMENCEMENTPRAPREVIOUSLY RECORDED ASPUEPUBLIC UTILITY EASEMENTROWRIGHT OF WAYRPCRED PLASTIC CAPSFSQUARE FEETSANSANITARYTYPTYPICALYPCYELLOW PLASTIC CAPNNORTHSSOUTHEEASTWWESTBENCHMARK:MAG NAIL IN WALK LOCATED 45.13' EAST OF ℄SE LA GRANT PKWY & 112.25' SE OF ℄ SE LAGRANT & ℄ SE WESTOWN PKWYELEVATION = 1035.61 (CITY OF WAUKEE DATUM) DEX STORM MHRIM=1034.29FL (E)=1031.31EX DBL INTAKET/C=1034.15EX DBL INTAKET/C=1034.54DEX STORM MHRIM=1035.25FL (NE)=1028.40FL (N)=1028.20FL (W)=1028.10FL (S)=1028.05EX INTAKET/C=1033.62FL (E)=1029.12EX INTAKET/C=1033.76FL (W)=1028.86FL (E)=1028.81DEX STORM MHRIM=1033.71FL (NW)=1029.26FL (E)=1029.21EX INTAKET/C=1033.60FL (S)=1029.28EX INTAKET/C=1033.24FL (N)=1029.42DEX STORM MHRIM=1033.29FL (N)=1025.64FL (S)=1025.54SEX SAN MHRIM=1034.49INV (N)=1022.17INV (W)=1022.11DEX STORM MHRIM=1033.65FL (N)=1029.05FL (W)=1028.94DEX STORM MHRIM=1032.23SEX SAN MHRIM=1032.45INV (E)=1016.76INV =1014.70EX 15" RCP FESFL=1029.32EX 15" RCP FESFL=1031.94RESTRICTOR PLATE W/5.0" DIA. OPENINGWVWVWVWVCOCOHYDTBM #3: ARROW ON HYDRANTELEV=1036.32TTWVHYDTBM #2: ARROW ON HYDRANTELEV=1036.95HYD TBM: ARROW ON HYDRANTELEV=1036.01ST15"ST15"O/EO/EO/EO/EO/EO/EO/EO/EO/EST15"ST 15"ST15"ST15"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"20' STORM SEWEREASEMENTBK 2010 PG106418 "SAN8"SAN8"30' BUILDING SETBACK& LANDSCAPE BUFFER10' OVERLANDFLOWAGE EASEMENTBK 2010 PG 1064330' BUILDING SETBACK 25' LANDSCAPEEASEMENTBK 2010 PG 10644ROADWAY EASEMENTBK 2010 PG 1064030' BUILDING SETBACKSE WILDFLOWER DR.SE LA GRANT PKWY SE WESTOWN PARKWAYG G G G G G G G G G GW8"W8"W8"W8"W8"W8"W8"W8"W12"W12"W12"W12"W12"W12"W12"W12"W12"TELETELETELETELETELETELETELETELETELETELE70' ROW 50' ROW50' ROWPT. GOV'T LOT 9SEC. 5-78-26OWNER: RANDOLPH H. & KATHY L. ALLISONZONED: A-1PT. GOV'T LOT 9SEC. 5-78-26OWNER: J4 NORTH, LLCZONED: C1-A33' ROW50' ROW12345192021222324161718SAN8"SAN8"ST15"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST15"ST15"ST 42"ST1 5 "ST1 5 " S T 24 "(PUBLIC STREET - CONC SURFACE)(PUBLIC STREET - CONC SURFACE)(PUBLIC STREET - CONC SURFACE)25' LANDSCAPEEASEMENTBK 2010 PG 10644TIMBERLINE RIDGE PLAT 1OWNER: HALE DEVELOPMENT COZONED: R-420' SAN. SEWEREASEMENTBK 2010 PG 1064210' PUEBK 2010PG 1063810' OVERLANDFLOWAGE EASEMENTBK 2010 PG 1064315' STORM SEWEREASEMENTBK 2010 PG1064115' BUILDING SETBACKEX. CONC. TRAILEX. CONC. TRAILEX. CONC. WALKU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E U/E U/E U/E U/EHYD G30' LANDSCAPE BUFFERBK 2017 PG 5127LOT 1STONE PRAIRIE PLAT 468,289 S.F.1.57 ACRESLOT 2STONE PRAIRIE PLAT 484,241 S.F.1.93 ACRES10' OVERLANDFLOWAGE EASEMENTBK 2010 PG 1064330' LANDSCAPE BUFFERBK 2017 PG 512730' PR IVATE SAN .SEWER EASEMENTBK 2017 , PG 512425' INGRESS -EGRESSEASEMENTBK 2017 , PG 512425' INGRESS-EGRESSEASEMENTBK 2017, PG 5124STORM WATER MANAGEMENTFACILITIES MAINTENANCEEASEMENTBBK 2017, PG 5124EXISTINGDENTAL OFFICE3,562 S.F.FF=1036.75(MPE=1036.00)TEX DOWNSPOUT W/SPLASH PAD, TYP.U/EGGGGGMW2"SAN6"SAN6"COEX SAN CORIM=1035.35INV(N,W)=1027.00SA N 6"INV(6")=1027.94EX SAN MHRIM=1035.35INV(NW,NE)=1023.05INV(S)=1022.85NEW SAN MH #2SW-301 MHRIM=1034.50INV(SE)=1024.45HYD ST4"ST4"ST4"ST4"FL=1033.30FL=1033.00W SOW6"W6"SSAN 8"SAN8"SAN8"SEX. DETENTION BASIN100-YR HWL=1034.17FREEBOARD=1035.00103410351035 103510361035103610371 0 3 6 10 3 51036103510341033103510391037103510401040103410341040104010391035103510341033103510321032103310331033103210321033103510361037 103610361 0 3 7 1036 1037 1038 1038103610351035 1036 103410341033 103310321 0 3 5 10351035103310331035103510351035 10331034103410341 0 3 3 10311031103410 3 5 103510361034103410351035103710 3 81030103010361033SE TAYLOR CT.(PUBLIC STREET - CONC SURFACE)EX. 6" CONC. PAVEMENT1033O/EO/EO/EO/EGGGGGGGGGG GGG1036 1 0 3 3 10 3 2 1 0 3 2 10 3 4 S T 1 5 "ST15"10321 0 3 3 30' BUILDING SETBACK6" SAN. STUBINV(W)=1029.50EX. PCC PAVEMENTEXISTINGPH 2 BUILDING6,468 SFFF=1037.00(MPE=1036.25)EX. PCC WALKEX. PCC WALKEX. 6" PCC TRAILEX. 6" PCC TRAILEX. PCC PAVEMENTEX. PCC PAVEMENTST15"DSCOH Y DW6"W6"W6"SAN6"SAN6"SAN6"SAN6"ST18 "ST18 "ST18"ST18"ST 1 5 "ST 1 5 "ST15"ST15"ST15"ST15"ST15"ST 4"ST 4"FL(S)=133.50INV(NE)=1024.76RAISE RIM=1035.60DEX. STRCT #A1SW-503 INTAKET/C=1035.50G=1035.00FL=1030.00W/ WEIR WALLW/ 6.0" DIA. OPENING,TOP WALL=1033.30EX. STRCT #A015" FESFL=1029.88EX. STRCT #A22'x3' NYLOPLASTCURB INLETT/C=1035.50G=1035.00FL=1030.51FL(4")=1030.51EX. STRCT #A32'x3' NYLOPLASTCURB INLETT/C=1035.50G=1035.00FL=1030.51EX. STRCT #A42'x3' NYLOPLASTCURB INLETT/C=1035.50G=1035.00FL=1030.51EX. STRCT #A6NYLOPLAST BASINW/ SOLID LIDRIM=1035.60FL=1030.51EX. STRCT #A5-12'x3' NYLOPLASTCURB INLETT/C=1035.50G=1035.00FL=1030.81EX. STRCT #A5-22'x3' NYLOPLASTCURB INLETT/C=1035.50G=1035.00FL=1031.13DEX. STRCT #A5NYLOPLAST BASINW/ SOLID LIDRIM=1035.40FL=1030.51EX. STRCT #A6-124" NYLOPLAST BASINW/ BEEHIVE GRRIM=1034.50FL=1030.83EX. STRCT #A6-224" NYLOPLAST BASINW/ BEEHIVE GRRIM=1034.75FL=1031.38EX. STRCT #A6-324" NYLOPLAST BASINW/ BEEHIVE GRRIM=1035.23FL=1031.74EX. SAN MHRIM=1035.75INV(N,E,SE)=1025.33INV(SW)=1025.08NEW SAN CORIM=1035.50INV(E)=1027.58INV(W)=1027.33EX. UNDERGROUNDDETENTION SYSTEM100-YR VOL=14,981 CF100-YR HWL=1033.30U/EU/EU/EGGGGTGMST15"ST15"S T 1 5 " S T 1 5 "EX. STRCT #A5-324" NYLOPLAST BASINW/ BEEHIVE GRRIM=1035.50FL=1031.49EX. STRCT #A5-418" NYLOPLAST BASINW/ BEEHIVE GRRIM=1035.50FL=1031.49103510361036103610361036103810381037103610361 0 3 6 10351036103810361035103510341035103410361036 103610361036 1037 103610361036SAN6"6" SAN. STUBINV(S)=1027.83DOWNSPOUT W/SPLASH PAD, TYP.103510351035FUTURE 165 LF-2"WATER SERVICE(INSTALLED IN FUTURE)10351 0 3 7 1 0 3 6 1 0 3 5HYD HYD103610351037COCOTU/EU/EU/ES A N 8 "SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SEX. SAN MHRIM=1034.50INV(S)=1027.56W6"FL(S)=1031.81FL(4")=1030.63103010301031103310321031ST4"ST4"ST4"ST4"ST4"ST4"ST4"54.86' B/B27.78' B/B37.37' B/B48.95' B/B36.83' B/B31.06' B/BEXIST. CONDITOINS/DEMO PLANC1.1REFERENCE NUMBER:3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:LOT 3 STONE PRAIRIE PLAT 6 SITE IMPROVEMENT PLANEWM160359130452CJB08-06-19 CITY SUBMITTAL08-20-19 CITY SUBMITTAL08-28-19 CITY SUBMITTAL09-05-19 CITY SUBMITTAL180104GRAPHIC SCALE030153060M:\LAND PROJECTS 2018\180104\DWG\_PHASE 3 DWGS\C1 DEMO.DWG9/5/2019 3:00:55 PM DEMO NOTES:1.AT THE TIME OF THIS PLAN PHASE 2 IS STILL BEINGCONSTRUCTED AND SOME PHASE 2 AREAS ARE SHOWNBASED ON WHAT PORTIONS OF THE PROPOSED PHASE 2 SITEPLAN WILL BE COMPLETED PRIOR TO PHASE 3 BEGINNING.2.SAWCUT & REMOVE ALL PAVEMENT TO FULL DEPTH OF SLAB.3.PROTECT ALL TREES NOT CALLED OUT FOR REMOVAL WITHORANGE CONSTRUCTION FENCE AT THE DRIP LINE. FUTURE BUILDING6,000 SFFF=1037.00(MPE=1036.25)EX. PCC PAVEMENTEX. MONUMENTSIGN1476EXISTINGPH 2 BUILDING6,468 SFFF=1037.00(MPE=1036.25)51011915669479EX. PCC WALKEX. PCC WALKTURNED DOWN WALKEX. 6" PCC TRAILEX. 6" PCC TRAILEX. PCC PAVEMENTEX. PCC PAVEMENTADA RAMPADA SIGNADA RAMPTURNED DOWN WALKST15"DSCOH Y DW6"W6"W6"SAN6"SAN6"SAN6"SAN6"ST1 8 "ST1 8 "ST18"ST18"ST 1 5 " S T 1 5 "ST15"ST15"ST15"ST15"ST15"ST 4"ST 4"DDU/EU/EU/EGGGGTGMST15"ST15"S T 1 5 " S T 1 5 "SAN6"NEW LIGHT POLE, TYP.(REF. LIGHTING PLAN)30.5'HYD HYDTU/EU/EU/ES A N 8 "SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SW6"EX. TRASHENCLOSUREPROPOSED BUILDING7,896 SFFF=1036.70(MPE=1036.25)R4'R12 . 5 'R5'R15'R25' R 1 5 ' R15'16'26'6'6'4'5'11'6'6.6'16'31'31'R15'R4 'NEW 6" PAVEMENTW/ 6" CURB(REF. DETAIL C6.1)NEW 6" PAVEMENTW/ 6" CURB(REF. DETAIL C6.1)18'9'R4' R12.5 'R4'ADA RAMPADA RAMP18'9'6'ADARAMP6'6'9'9'9'STRIPE NEWADA STALLSST4"ST4"ST4"ST4"ST4"ST4"ST4"9'9'5" PCC WALKDTU/ E U/ E GGMONE-WAY PATIENTDROP-OFF/PICK-UP DRIVEPROPOSED LOT 2STONE PRAIRIE PLAT 626,258 S.F.0.60 ACRESPROPOSED LOT 3STONE PRAIRIE PLAT 657,983 S.F. 1.33 ACRESPROPOSED LOT 4STONE PRAIRIE PLAT 642,743 S.F.0.98 ACRESPROPOSED LOT 1STONE PRAIRIE PLAT 625,546 S.F.0.59 ACRES30' BUILDING SETBACK30' BUILDING SETBACK30.27'11'33'33'111.52 'S65°13'32 "W144.78'N83°33'07"E71.66'N83°33'07"E53.70'S89°27'20"E202.13' N00°00'00"E 190.99'S06°27'00"E120.92'314.95'R=455.00'Δ=21°09'39"L=168.04'CH=167.09'S75°47'55"WR=455.00' Δ=4°11'31"L=33.29' CH=33.28'S88°28'30"WNEW 60kWGENERATOR(COORD. W/ MECH.)24.36'11.5'2.0'43.5'2.0'39.0'2.0'26.0'2.0'11.0'57.0'11.0'2.0'10.0'2.0'18.0'2.0'15.0'2.0'18.0'2.0'48.0'2.0'11.0'57.0'PROPOSED 30 'PRIVATE SAN ITARYSEWER EASEMENTPROPOSED PR IVATESTORM WATERMANAGEMENT FAC IL IT IESMAINTENANCE EASEMENTPROPOSED10' PUEPROPOSED10' PUEPROPOSED10' PUEPROPOSED 15'x20' PRIVATESANITARY SEWER EASEMENT20'15' 15'PROPOSED10' PUEA/CA/CA/CA/C3'DDDDSDDSWVWVWVWVCOCOHYD TTWVHYDHYD ST15"ST15"O/EO/EO/EO/EO/EO/EO/EO/EO/EST15"ST 15"ST15"ST15"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"20' STORM SEWEREASEMENTBK 2010 PG10641SAN8"SAN8 "30' BUILDING SETBACK& LANDSCAPE BUFFER10' OVERLANDFLOWAGE EASEMENTBK 2010 PG 1064330' BUILDING SETBACK 25' LANDSCAPEEASEMENTBK 2010 PG 10644ROADWAY EASEMENTBK 2010 PG 1064030' BUILDING SETBACKSE WILDFLOWER DR.SE LA GRANT PKWY SE WESTOWN PARKWAYG G G G G G G G G G GW8"W8"W8"W8"W8"W8"W8"W8"W12"W12"W12"W12"W12"W12"W12"W12"W12"TELETELETELETELETELETELETELETELETELETELE70' ROW 50' ROW50' ROWPT. GOV'T LOT 9SEC. 5-78-26OWNER: RANDOLPH H. & KATHY L. ALLISONZONED: A-1PT. GOV'T LOT 9SEC. 5-78-26OWNER: J4 NORTH, LLCZONED: C1-A33' ROW50' ROW12345192021222324161718SAN8"SAN8"ST15"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST15"ST15"ST 42"ST1 5 "ST1 5 " S T 24 "(PUBLIC STREET - CONC SURFACE)(PUBLIC STREET - CONC SURFACE)(PUBLIC STREET - CONC SURFACE)25' LANDSCAPEEASEMENTBK 2010 PG 10644TIMBERLINE RIDGE PLAT 1OWNER: HALE DEVELOPMENT COZONED: R-420' SAN. SEWEREASEMENTBK 2010 PG 1064210' PUEBK 2010PG 1063810' OVERLANDFLOWAGE EASEMENTBK 2010 PG 1064315' STORM SEWEREASEMENTBK 2010 PG1064115' BUILDING SETBACKEX. CONC. TRAILEX. CONC. TRAILEX. CONC. WALKU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E U/E U/E U/E U/EHYD G30' LANDSCAPE BUFFERBK 2017 PG 512710' OVERLANDFLOWAGE EASEMENTBK 2010 PG 1064330' LANDSCAPE BUFFERBK 2017 PG 512730' PR IVATE SAN .SEWER EASEMENTBK 2017 , PG 512425' INGRESS -EGRESSEASEMENTBK 2017 , PG 512425' INGRESS-EGRESSEASEMENTBK 2017, PG 5124STORM WATER MANAGEMENTFACILITIES MAINTENANCEEASEMENTBBK 2017, PG 5124EXISTINGDENTAL OFFICE3,562 S.F.FF=1036.75(MPE=1036.00)TU/EGGGGGMW2"SAN6"SAN6"COSA N 6"HYD ST4"ST4"ST4"ST4"W SOW6"W6"SSAN 8"SAN8"SAN8"SSE TAYLOR CT.(PUBLIC STREET - CONC SURFACE)EX. 6" CONC. PAVEMENTO/EO/EO/EO/EGGGGGGGGGG GGGS T 1 5 "ST15"30' BUILDING SETBACKLAYOUT PLANC2.1REFERENCE NUMBER:3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:LOT 3 STONE PRAIRIE PLAT 6 SITE IMPROVEMENT PLANEWM160359130452CJB08-06-19 CITY SUBMITTAL08-20-19 CITY SUBMITTAL08-28-19 CITY SUBMITTAL09-05-19 CITY SUBMITTAL180104GRAPHIC SCALE030153060M:\LAND PROJECTS 2018\180104\DWG\_PHASE 3 DWGS\C2 LAYOUT.DWG9/5/2019 3:01:10 PM FUTURE BUILDING6,000 SFFF=1037.00(MPE=1036.25)EXISTINGPH 2 BUILDING6,468 SFFF=1037.00(MPE=1036.25)1035.04EX1037.05EX1037.15EX1034.72EXST15"1035.50T/C EX1035.00G EX(OVERFLOW)DSCOH Y DW6"W6"W6"SAN6"SAN6"SAN6"SAN6"ST18 "ST1 8 "ST18"ST18"1035.50T/C EX1035.00G EX1035.90T/C EX1035.40G EX(OVERFLOW)1035.50T/C EX1035.00G EX1035.50T/C EX1035.00G EX1035.50T/C EX1035.00G EX1035.40G EX(OVERFLOW)1035.75G EX1035.75G EX1035.75G EX1035.75G EX1035.90T/C EX1035.40G EX(OVERFLOW)1036.30T/C1035.80G2' CURB CUT1035.85GS T 1 5 "ST 1 5 "ST15"ST15"ST15"ST15"ST15"1035.60EX1036.20T/C EX1035.70G EX1036.40T/C1035.90G EX1036.10T/C EX1035.60G EX1036.25EX(OVERFLOW)1036.501036.501036.401036.30T/C1035.80G1035.90G1035.961036.461036.461036.15T/C1035.65G EX1035.60G EX1035.60G EX1036.70EX1035.23EXST 4"ST 4"1036.10T/C1035.60G1036.00T/C1035.50G EX1036.241036.300.0%0.0%1.0%6.2%1.0%1.0%1.0%6.2%0.0%0.0%0%0%1036.00EX(OVERFLOW)2.4%2.0%1034.75EX1036.00EX(OVERFLOW)1034.50EX2.0%2.0%DDU/EU/EU/EGGGGTGM1036.30(OVERFLOW)2.0%ST15"ST15"S T 1 5 " S T 1 5 "1035.50EX1035.50EX103510361036103610361036103810381037103610361 0 3 6 1035 1036103810361035103510341035103410361036 103610361036 1037 1036103610361035.75G EX(OVERFLOW)OVERLFLOWROUTE (TYP.)1036.00EX(OVERFLOW)2. 0 %100-YR PONDINGELEV=1035.33100-YR PONDINGELEV=1034.96100-YR PONDINGELEV=1034.66100-YR PONDINGELEV=1035.55100-YR PONDINGELEV=1035.60100-YR PONDINGELEV=1035.38100-YR PONDINGELEV=1035.31100-YR PONDINGELEV=1035.22100-YR PONDINGELEV=1035.17100-YR PONDINGELEV=1035.14100-YR PONDINGELEV=1035.14SAN6"2.0%1035103510351035.75G EX(OVERFLOW)1035.28EX1036.50EX1032.30EX1034.33EX1035.101035.801034.00EX1034.35EX1035.18EX1033.93EX100-YR HWL=1034.1710351036.651 037 1 0 3 6 1 0 3 5HYD HYD103610351037TU/EU/EU/ES A N 8 "SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"S1034.17EX(OVERFLOW)W6"1030103010311033103210311034.00EXPROPOSED BUILDING7,896 SFFF=1036.70(MPE=1036.25)ST4"ST4"ST4"ST4"ST4"ST4"ST4"1036.40T/C1035.90G EX1036.40T/C1035.90G EX1035.60G EX1036.701036.701036.701036.701036.50EX1036.30T/C1035.80G1036.361036.361.0%1.0%1.0%1.0%4.0%4.2%6.1%6.1%1.0%1.0%1.0%4.3%4.3%0.0%0.0%1036.501035.80G1035.86G(OVERFLOW)1036.361036.301035.40G EX1036.00T/C1035.50G EX1036.50T/C EX1036.00G EX1036.30T/C1035.80G1036.401035.70G EX1036.061036.561036.561036.50T/C1036.00G1036.50T/C1036.00G1036.00G1036.50T/C1036.00G1036.561036.201035.75T/C1035.25G0%0%6.2%6.2%6.2%6.2%1.0%1.0%1.0%1.0%1035.90G1036.00G1036.341036.401.0%1.0%0%0%6.2%4.5%0.0%0.0%1036.381036.326.2%5.3%1.0%1.0%0%0%1036.201036.301036.301036.201036.701036.501036.501.0%DTU/ E U/ E GGM1035.65G EX100-YR PONDINGELEV=1035.3610361036.20EX1035.18EX1036.201036.501036.701036.701036.202.0% 2.0% 2.0% 2.0% 2.0%2.0% 2.5%1034.49EX1036.501035.60EX1035.70EX1036.35EX1035.45EX1035.43EX1036.401038.001034.72EX1035.02EX1034.81EX1034.70EX1031.50EX1037.27EX2.0%1.0%1037.17EX1.0%2.0%A/CA/CA/CA/CDDDDSDSWVWVWVWVCOCOHYD TTWVHYDHYD ST15"ST15"O/EO/EO/EO/EO/EO/EO/EO/EO/EST15"ST 15"ST15"ST15"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"SAN8"SAN8"30' BUILDING SETBACK& LANDSCAPE BUFFER30' BUILDING SETBACK 30' BUILDING SETBACKSE WILDFLOWER DR.SE LA GRANT PKWY SE WESTOWN PARKWAYG G G G G G G G G G GW8"W8"W8"W8"W8"W8"W8"W12"W12"W12"W12"W12"W12"W12"W12"W12"TELETELETELETELETELETELETELETELETELESAN8"ST15"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST15"ST15"ST 42"ST15"ST15" S T 24 "(PUBLIC STREET - CONC SURFACE)(PUBLIC STREET - CONC SURFACE)(PUBLIC STREET - CONC SURFACE)15' BUILDING SETBACKEX. CONC. TRAILEX. CONC. TRAILEX. CONC. WALKU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E U/E U/E U/E U/EHYD GEXISTINGDENTAL OFFICE3,562 S.F.FF=1036.75(MPE=1036.00)TU/EGGGGGMW2"SAN6"SAN6"COSA N 6"HYD ST4"ST4"ST4"ST4"WSOW6"W6"SSAN 8"SAN8"SAN8"SEX. DETENTION BASIN100-YR HWL=1034.17FREEBOARD=1035.00103410351035 103510361035103610371 0 3 6 10 3 510361035103410331035103910371035104010401034103410401040103910351035103410331035103310331033103210321033103510361037 103610361 0 3 7 1036 1037 1038 1038103610351035 1036 103410341033 103310321 0 3 5 10351035103310331035103510351035 10331034103410341 0 3 3 10311031103410 3 5 103510361034103410351035103710 3 81030103010361033SE TAYLOR CT.(PUBLIC STREET - CONC SURFACE)EX. 6" CONC. PAVEMENT1033O/EO/EO/EO/EGGGGGGGGG GGG1036 1 0 3 3 10 3 2 1 0 3 2 10 3 4 S T 1 5 "ST15"10321 0 3 3 30' BUILDING SETBACKGRADING PLANC3.1REFERENCE NUMBER:3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:LOT 3 STONE PRAIRIE PLAT 6 SITE IMPROVEMENT PLANEWM160359130452CJB08-06-19 CITY SUBMITTAL08-20-19 CITY SUBMITTAL08-28-19 CITY SUBMITTAL09-05-19 CITY SUBMITTAL180104GRAPHIC SCALE030153060GRADING LEGEND:EXISTING CONTOURPROPOSED CONTOURFINISHED GROUND ELEVATIONTOP OF CURB ELEVATIONGUTTER ELEVATIONTOP OF WALL ELEVATIONBOTTOM OF WALL ELEVATIONEDGE OF WALK ELEVATIONTOP OF STAIR ELEVATIONBOTTOM OF STAIR ELEVATIONNOTE: WALL ELEVATIONS SHOWN ON PLAN ARE FINISHEDGROUND GRADES AT THE TOP AND BOTTOM OF THE WALL.150.50E/W150.50B/W150.50T/W150.50G150.50T/C150.50150150150.50T/S150.50B/SM:\LAND PROJECTS 2018\180104\DWG\_PHASE 3 DWGS\C3 GRADING.DWG9/5/2019 3:01:24 PM TOPSOIL NOTES:1.STRIP AND STOCKPILE THE TOPSOIL ON ALL DISTURBED AREAS.2.RESPREAD TOPSOIL IN COMPLIANCE WITH SUDAS SECTION 2010 ONALL GREEN (NON-PAVED) AREAS.3.TOPSOIL SHALL BE FREE OF ALL ROCK AND DEBRIS LARGER THAN3/4" IN SIZE.4.TOPSOIL IS DEFINED AS: FERTILE, FRIABLE LOAM, CAPABLE OFSUSTAINING VIGOROUS PLANT GROWTH, FROM WELL DRAINED SITEFREE 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 FOREIGNMATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5; CONTAINING MINIMUM 4PERCENT AND MAXIMUM 20 PERCENT ORGANIC MATTER.5.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET. FUTURE BUILDING6,000 SFFF=1037.00(MPE=1036.25)6" SAN. STUBINV(W)=1029.50EX. PCC PAVEMENTR150'EXISTINGPH 2 BUILDING6,468 SFFF=1037.00(MPE=1036.25)EX. PCC WALKEX. PCC WALKEX. 6" PCC TRAILEX. 6" PCC TRAILEX. PCC PAVEMENTEX. PCC PAVEMENTST15"DSCOH Y DW6"W6"W6"SAN6"SAN6"SAN6"SAN6"ST1 8 "ST1 8 "ST18"ST18"S T 1 5 " S T 1 5 "ST15"ST15"ST15"ST15"ST15"ST 4"ST 4"FL(S)=133.50INV(NE)=1024.76RAISE RIM=1035.60DEX. STRCT #A1SW-503 INTAKET/C=1035.50G=1035.00FL=1030.00W/ WEIR WALLW/ 6.0" DIA. OPENING,TOP WALL=1033.30EX. STRCT #A015" FESFL=1029.88EX. STRCT #A22'x3' NYLOPLASTCURB INLETT/C=1035.50G=1035.00FL=1030.51FL(4")=1030.51EX. STRCT #A32'x3' NYLOPLASTCURB INLETT/C=1035.50G=1035.00FL=1030.51EX. STRCT #A42'x3' NYLOPLASTCURB INLETT/C=1035.50G=1035.00FL=1030.51EX. STRCT #A6NYLOPLAST BASINW/ SOLID LIDRIM=1035.60FL=1030.51EX. STRCT #A5-12'x3' NYLOPLASTCURB INLETT/C=1035.50G=1035.00FL=1030.81EX. STRCT #A5-22'x3' NYLOPLASTCURB INLETT/C=1035.50G=1035.00FL=1031.13DEX. STRCT #A5NYLOPLAST BASINW/ SOLID LIDRIM=1035.40FL=1030.51EX. STRCT #A6-124" NYLOPLAST BASINW/ BEEHIVE GRRIM=1034.50FL=1030.83EX. STRCT #A6-224" NYLOPLAST BASINW/ BEEHIVE GRRIM=1034.75FL=1031.38EX. STRCT #A6-324" NYLOPLAST BASINW/ BEEHIVE GRRIM=1035.23FL=1031.74EX. SAN MHRIM=1035.75INV(N,E,SE)=1025.33INV(SW)=1025.08NEW SAN CORIM=1035.50INV(E)=1027.58INV(W)=1027.3350 LF-6" SAN. SERVICE@ S=2.00%INV(W)=1028.17EX. UNDERGROUNDDETENTION SYSTEM100-YR VOL=14,981 CF100-YR HWL=1033.30U/EU/EU/EGGGGTGMST15"ST15"S T 1 5 " S T 1 5 "EX. STRCT #A5-324" NYLOPLAST BASINW/ BEEHIVE GRRIM=1035.50FL=1031.49EX. STRCT #A5-418" NYLOPLAST BASINW/ BEEHIVE GRRIM=1035.50FL=1031.49103510361036103610361036103810381037103610361 0 3 6 1035 1036103810361035103510341035103410361036 103610361036 1037 103610361036SAN6"6" SAN. STUBINV(S)=1027.83DOWNSPOUT W/SPLASH PAD, TYP.103510351035FUTURE 165 LF-2"WATER SERVICE(INSTALLED IN FUTURE)10351 0 3 7 1 0 3 6 1 0 3 5HYD HYD103610351037TU/EU/EU/ES A N 8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SEX. SAN MHRIM=1034.50INV(S)=1027.56W6"FL(S)=1031.81FL(4")=1030.63103010301031103310321031PROPOSED BUILDING7,896 SFFF=1036.70(MPE=1036.25)ST4"ST4"ST4"ST4"ST4"ST4"ST4"DOWNSPOUT W/SPLASH PAD, TYP.(REF. ARCH.)FDCCONNECT TO EX. 12" WATERMAIN W/ 12"x6" T.S.&V.(BORE UNDER EX. TRAIL)BOT. STORM=1031.0TOP WATER=1029.0CONTRACTOR SHALL VERIFYLOCATION OF EX. UTILITIESPRIOR TO CONSTRUCTION46 LF-6" WATER SERVICE & VALVE(REF. PLUMBING FOR CONT.)8 LF-2" WATER SERVICE & VALVE(REF. PLUMBING FOR CONT.)WYE CONNECTIONTO EX. 8" SAN. MAININV(N,S)=1026.50INV(E)=1027.17DNEW STRCT #B22'x3' NYLOPLASTCURB INLETT/C=1035.75G=1035.25FL=1031.2542 LF-12" N-12HDPE @ S=1.35%INSTALL NEW STRCT #B1NYLOPLAST BASINW/ SOLID LIDOVER EX. 15" N-12 HDPERIM=1036.50FL=1030.68BOT. STORM=1030 .7TOP SAN=1028 .0NEW TRANS. PAD(COORD. W/ MIDAM)TU/ E U/ E NEW GAS SERVICE(COORD. W/ CITY OF WAUKEE)GGM1036RISER ROOMA/CA/CA/CA/CDEX STORM MHRIM=1034.29FL (E)=1031.31EX DBL INTAKET/C=1034.15EX DBL INTAKET/C=1034.54DEX STORM MHRIM=1035.25FL (NE)=1028.40FL (N)=1028.20FL (W)=1028.10FL (S)=1028.05EX INTAKET/C=1033.62FL (E)=1029.12EX INTAKET/C=1033.76FL (W)=1028.86FL (E)=1028.81DEX STORM MHRIM=1033.71FL (NW)=1029.26FL (E)=1029.21EX INTAKET/C=1033.60FL (S)=1029.28EX INTAKET/C=1033.24FL (N)=1029.42DEX STORM MHRIM=1033.29FL (N)=1025.64FL (S)=1025.54SEX SAN MHRIM=1034.49INV (N)=1022.17INV (W)=1022.11DEX STORM MHRIM=1033.65FL (N)=1029.05FL (W)=1028.94SEX SAN MHRIM=1032.45INV (E)=1016.76INV =1014.70EX 15" RCP FESFL=1029.32EX 15" RCP FESFL=1031.94RESTRICTOR PLATE W/5.0" DIA. OPENINGWVWVWVWVCOCOHYDTBM #3: ARROW ON HYDRANTELEV=1036.32TTWVHYDTBM #2: ARROW ON HYDRANTELEV=1036.95HYD TBM: ARROW ON HYDRANTELEV=1036.01ST15"ST15"O/EO/EO/EO/EO/EO/EO/EO/EO/EST15"ST 15"ST15"ST15"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"SAN8"SAN8"30' BUILDING SETBACK& LANDSCAPE BUFFER30' BUILDING SETBACK 30' BUILDING SETBACKSE WILDFLOWER DR.SE LA GRANT PKWY SE WESTOWN PARKWAYG G G G G G G G G G GW8"W8"W8"W8"W8"W8"W8"W12"W12"W12"W12"W12"W12"W12"W12"W12"TELETELETELETELETELETELETELETELETELESAN8"SANST15"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST15"ST15"ST 42"ST1 5 "ST1 5 " S T 24 "(PUBLIC STREET - CONC SURFACE)(PUBLIC STREET - CONC SURFACE)(PUBLIC STREET - CONC SURFACE)15' BUILDING SETBACKEX. CONC. TRAILEX. CONC. TRAILEX. CONC. WALKU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E U/E U/E U/E U/EHYD GEXISTINGDENTAL OFFICE3,562 S.F.FF=1036.75(MPE=1036.00)TEX DOWNSPOUT W/SPLASH PAD, TYP.U/EGGGGGMW2"SAN6"SAN6"COEX SAN CORIM=1035.35INV(N,W)=1027.00SA N 6"INV(6")=1027.94EX SAN MHRIM=1035.35INV(NW,NE)=1023.05INV(S)=1022.85NEW SAN MH #2SW-301 MHRIM=1034.50INV(SE)=1024.45HYD ST4"ST4"ST4"ST4"FL=1033.30FL=1033.00W S OW6"W6"SSAN 8"SAN8"SAN8"SEX. DETENTION BASIN100-YR HWL=1034.17FREEBOARD=1035.00103410351035 103510361035103610371 0 3 6 10 3 510361035103410331035103910371035104010401034103410401040103910351035103410331035103310331033103210321033103510361037 103610361 0 3 7 1036 1037 1038 10381036103510351036103410341033103310321 0 3 5 10351035103310331035103510351035 10331034103410341 0 3 3 10311031103410 3 5 103510361034103410351035103710 3 81030103010361033SE TAYLOR CT.(PUBLIC STREET - CONC SURFACE)EX. 6" CONC. PAVEMENT1033O/EO/EO/EO/EGGGGGGGGG GGG1036 1 0 3 3 10 3 2 1 0 3 2 10 3 4 S T 1 5 "ST15"10321 0 3 3 30' BUILDING SETBACKUTILITY PLANC4.1REFERENCE NUMBER:3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:LOT 3 STONE PRAIRIE PLAT 6 SITE IMPROVEMENT PLANEWM160359130452CJB08-06-19 CITY SUBMITTAL08-20-19 CITY SUBMITTAL08-28-19 CITY SUBMITTAL09-05-19 CITY SUBMITTAL180104GRAPHIC SCALE030153060M:\LAND PROJECTS 2018\180104\DWG\_PHASE 3 DWGS\C4 UTILITY.DWG9/5/2019 3:01:34 PM 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.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.5.ALL FIRE HYDRANTS ARE TO HAVE 4 INCH STORZ FITTINGS. EX. PCC PAVEMENTEXISTINGPH 2 BUILDING6,468 SFFF=1037.00(MPE=1036.25)EX. PCC WALKEX. PCC WALKEX. 6" PCC TRAILEX. 6" PCC TRAILEX. PCC PAVEMENTEX. PCC PAVEMENTST15"DSCOH Y DW6"W6"W6"SAN6"SAN6"SAN6"SAN6"ST18 "ST18 "ST18"ST18"S T 1 5 "ST 1 5 "ST15"ST15"ST15"ST15"ST15"ST 4"ST 4"DDU/EU/EU/EGGGGTGMST15"ST15"S T 1 5 " S T 1 5 "SAN6"HYD HYDTU/EU/EU/ES A N 8 "SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SW6"ST4"ST4"ST4"ST4"ST4"ST4"ST4"DTU/ E U/ E GGMA/CA/CA/CA/CDDDDSDWVWVWVWVCOCOHYD TTWVHYDHYD ST15"ST15"O/EO/EO/EO/EO/EO/EO/EO/EO/EST15"ST 15"ST15"ST15"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"20' STORM SEWEREASEMENTBK 2010 PG10641SAN8"SAN8 "30' BUILDING SETBACK& LANDSCAPE BUFFER10' OVERLANDFLOWAGE EASEMENTBK 2010 PG 1064330' BUILDING SETBACK 25' LANDSCAPEEASEMENTBK 2010 PG 10644ROADWAY EASEMENTBK 2010 PG 1064030' BUILDING SETBACKSE WILDFLOWER DR.SE LA GRANT PKWY SE WESTOWN PARKWAYG G G G G G G G G G GW8"W8"W8"W8"W8"W8"W8"W12"W12"W12"W12"W12"W12"W12"W12"W12"TELETELETELETELETELETELETELETELESAN8"ST15"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST15"ST15"ST 42"ST15" S T 2 4 "(PUBLIC STREET - CONC SURFACE)(PUBLIC STREET - CONC SURFACE)(PUBLIC STREET - CONC SURFACE)25' LANDSCAPEEASEMENTBK 2010 PG 1064420' SAN. SEWEREASEMENTBK 2010 PG 1064210' PUEBK 2010PG 1063810' OVERLANDFLOWAGE EASEMENTBK 2010 PG 1064315' STORM SEWEREASEMENTBK 2010 PG1064115' BUILDING SETBACKEX. CONC. TRAILEX. CONC. TRAILEX. CONC. WALKU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E U/E U/E U/E U/EHYD G30' LANDSCAPE BUFFERBK 2017 PG 512710' OVERLANDFLOWAGE EASEMENTBK 2010 PG 1064330' LANDSCAPE BUFFERBK 2017 PG 512730' PR IVATE SAN .SEWER EASEMENTBK 2017 , PG 512425' INGRESS -EGRESSEASEMENTBK 2017 , PG 512425' INGRESS-EGRESSEASEMENTBK 2017, PG 5124STORM WATER MANAGEMENTFACILITIES MAINTENANCEEASEMENTBBK 2017, PG 5124EXISTINGDENTAL OFFICE3,562 S.F.FF=1036.75(MPE=1036.00)TU/EGGGGGMW2"SAN6"SAN6"COSA N 6"HYDST4"ST4"ST4"ST4"W S OW6"W6"SSAN 8"SAN8"SAN8"SEX. DETENTION BASIN100-YR HWL=1034.17FREEBOARD=1035.00SE TAYLOR CT.(PUBLIC STREET - CONC SURFACE)EX. 6" CONC. PAVEMENTO/EO/EO/EO/EGGGGGGGG GGG1036 S T 1 5 "ST103230' BUILDING SETBACKSODSODSH1KF10SH2RO1PF1SB2BH3CS4RO1SW1SH2SS2RB1PF2ER2SB1PF2RB2KF24DK3BH4SS1SW1BZ20BX10LL4BX2BZ8LL1BX2LL12BZ30CS3PROVIDE MIN. 5' CLEARZONE FOR FDCLANDSCAPE NOTES:1.ALL SODDING & LANDSCAPE PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE WAUKEE SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND SUDAS.2.SOD ALL DISTURBED AREAS (INCLUDING RIGHT-OF-WAY) WITHIN THE CONTRACT LIMITS. NOTE - PORTIONS OF THE SITE MAY ALREADY HAVE SOD IN PLACE. CONTRACTOR TO VISIT SITEPRIOR TO SUBMITTING BID OR OTHERWISE CONFIRM ANTICIPATED EXTENTS NECESSARY UNDER THIS PROJECT.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 AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1).6.CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE.7.IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE IDENTIFICATION TAGS AND CORDS ON ALL PLANT MATERIAL PRIOR TO THE COMPLETION OF THE CONTRACT. DO NOT REMOVE ANYTAGS UNTIL AFTER ACCEPTANCE BY OWNER AND/OR OWNER'S REPRESENTATIVE.8.CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES, SHRUBS AND GROUND COVER BEDS TO A DEPTH OF 4 INCHES, UNLESS NOTED.9.STAKE AND WRAP ALL DECIDUOUS TREES IMMEDIATELY AFTER PLANTING. STAKE ALL TREES ACCORDING TO THE STAKING DETAILS. CONTRACTOR SHALL ADJUST AND MAINTAIN GUYINGTENSION THROUGHOUT THE PLANT ESTABLISHMENT PERIOD.10.THE LANDSCAPING CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BEFORE STARTING ANY SITE WORK OR PLANTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEPROTECTION OF ALL EXISTING UTILITIES.11.NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATION OF THE LANDSCAPE ARCHITECT.12.ALL EDGING SHALL BE DURAEDGE 1/8" STEEL EDGING - COLOR GREEN, OR APPROVED EQUAL..13.CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OF WATERING FOR ALL NEW PLANTS FOR A PERIOD OF 30 DAYS.14.ALL SHRUB AND PERENNIAL PLANTING BEDS SHALL BE MULCHED WITH 4" THICK SHREDDED HARDWOOD MULCH.15.ALL BEDS TO RECEIVE PRE-EMERGENT WEED CONTROL BEFORE AND AFTER MULCH IS INSTALLED.LANDSCAPE PLANC5.1REFERENCE NUMBER:3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:LOT 3 STONE PRAIRIE PLAT 6 SITE IMPROVEMENT PLANEWM160359130452CJB08-06-19 CITY SUBMITTAL08-20-19 CITY SUBMITTAL08-28-19 CITY SUBMITTAL09-05-19 CITY SUBMITTAL180104GRAPHIC SCALE030153060DO NOT CUT CENTRAL LEADERWRAP TRUNK WITH APPROVEDTREE WRAP TO FIRST BRANCHCUT SYNTHETIC CORDS AROUNDROOTBALL AND TRUNK -ENTIRELYREMOVE WIRE BASKETS FROM BALLSET ROOTBALL ON UNDISTURBEDSUBGRADEDECIDUOUS TREE PLANTING (TYP.)NOT TO SCALESCALE:SCARIFY SIDES & BOTTOM OFPLANTING PITSTAKING ORIENTATIONNORTHNORTH2 STAKES - 3" CAL. & LESS3 STAKES - GREATER THAN 3" CAL.3'-0"SET ROOTBALL FLUSH WITHFINISHED GRADEDO NOT PLACE MULCH INCONTACT WITH BASE OF TREEPRUNE ANY DEAD/DAMAGEDBRANCHING FROM TREE.MAINTAIN OVERALL APPEARANCE.USE HOSE GUARDS AROUNDTRUNK ON STAKING WIRE. TIEWIRE TO STEEL POSTS PLACEDOUTSIDE PLANT PIT..LEAVE STAKES IN PLACE NO MORETHAN 1 YEAR FROM INSTALLATION.CONTRACTOR RESPONSIBLE FORREMOVAL.DECIDUOUS SHRUB DETAILEVERGREEN SHRUB DETAILPLANTING ON SLOPESFIRMLY COMPACT SAUCER(USE TOPSOIL)ORIGINAL GROUND LINESUB-SOIL3" MULCHPLANTING PIT TWICETHE WIDTH OF ROOTBALL12SHRUB PLANTING (TYP)NOT TO SCALESCALE:M:\LAND PROJECTS 2018\180104\DWG\_PHASE 3 DWGS\C5 LANDSCAPE.DWG9/5/2019 3:01:48 PM 4" DEEP HARDWOOD MULCH (DO NOTMULCH WITHIN ROCK LANDSCAPE BEDS)PLANTING SCHEDULETEMPORARY SEEDING:ALL AREAS NOT DESIGNATED TO RECEIVE SOD SHALL BE SEEDACCORDING TO SUDAS STANDARDS AND THE FOLLOWING TABLE:FUTURE CONSTRUCTION WITHIN 12 MONTHS:-USE SUDAS TYPE 4 SEED MIXFUTURE CONSTRUCTION ANTICIPATED BEYOND 12 MONTHS:-USE SUDAS TYPE 2 SEED MIXBUFFER REQUIREMENTS:379 FT TOTAL LENGTH OF 30' BUFFER (ADJACENT RESIDENTIAL - WEST) REQ PROVREQUIRED OVERSTORY (2 PER 50 LF)1616REQUIRED EVERGREEN (3 PER 50 LF)2323REQUIRED ORNAMENTAL (2 PER 50 LF)1616355 FT TOTAL LENGTH OF 25' BUFFER (SE LA GRANT)REQUIRED OVERSTORY (1 PER 50 LF)88REQUIRED EVERGREEN (2 PER 50 LF)1515REQUIRED ORNAMENTAL (2 PER 50 LF)1515244 FT TOTAL LENGTH OF 25' BUFFER (SE WILDFLOWER DRIVE)REQUIRED OVERSTORY (1 PER 50 LF)55REQUIRED EVERGREEN (2 PER 50 LF)1012REQUIRED ORNAMENTAL (2 PER 50 LF)108415 FT TOTAL LENGTH OF 25' BUFFER (SE WESTOWN PARKWAY)REQUIRED OVERSTORY (1 PER 50 LF)99REQUIRED EVERGREEN (2 PER 50 LF)1717REQUIRED ORNAMENTAL (2 PER 50 LF)1717LANDSCAPE REQUIREMENTS:TOTAL SIZE OF LOT152,530 SFTOTAL REQUIRED OPEN SPACE (20%)30,506 SFTOTAL LANDSCAPE UNITS (1 / 1000 OF REQUIRED OPEN SPACE)30.5TOTAL OVERSTORY REQUIRED (1 PER LANDSCAPE UNIT)31TOTAL OVERSTORY PROVIDED14TOTAL SHRUBS REQUIRED (1 PER LANDSCAPE UNIT)31TOTAL SHRUBS PROVIDED79NOTE: ADDITIONAL OPEN SPACE PLANTINGS WILL BE INSTALLED AS PART OF FUTURE CONSTRUCTION.NOTE: ANY PLANTING SUBSTITUTIONS MUST FIRST BE APPROVED, IN WRITING, BY THE WAUKEEDEVELOPMENT SERVICES DEPARTMENTADDITIONAL LANDSCAPE FOUNDATION PLANTINGS MAY BE INSTALLED AT OWNERS DISCRETION UPONCOMPLETION OF THE PROJECT. THESE PLANTINGS WOULD BE ABOVE THE REQUIRED MINIMUMS FOR THESITE. DETAILS SHEETC6.1REFERENCE NUMBER:3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:LOT 3 STONE PRAIRIE PLAT 6 SITE IMPROVEMENT PLANEWM160359130452CJB08-06-19 CITY SUBMITTAL08-20-19 CITY SUBMITTAL08-28-19 CITY SUBMITTAL09-05-19 CITY SUBMITTAL180104M:\LAND PROJECTS 2018\180104\DWG\_PHASE 3 DWGS\C6 DETAILS.DWG9/5/2019 3:01:57 PM BACK OF CURBFACE OF CURBEDGE OF TURNED DOWN WALKSIDEWALK PAVEMENTGRASS/LANDSCAPINGROADWAY PAVEMENTPLAN VIEWCURB & GUTTER / TURNED DOWN WALK TRANSITION DETAILSCALE NONE6C6.1SIDEWALK DETAILSCALE NONE5C6.1FINISHED GROUND GRADE(INCLUDING SOD) SHALL BE1/4" BELOW FINISHED PAVEMENTGRADE ON DOWNHILL SIDEWIDTH PER PLAN5" PCC (UNLESS NOTED OTHERWISE)NOTE: SLOPE SIDEWALK IN ACCORDANCEWITH GRADING PLAN, 1.5% CROSS SLOPE12"SLOPE PER PLANS 1.5% MAX CROSS SLOPEROADWAY PAVEMENT6"24" MIN(DIRECTION SHOWN ON GRADING PLANS)VARIES1" NOMINAL5/8"RESILIENT JOINT FILLER1/2" GRAY MASTIC JOINTSEALANT MATERIALDETAIL A: NOT TO SCALEEDGE WITH 1/4 INCH TOOL FOR LENGTH OF JOINTINDICATED IF FORMED; EDGING NOT REQUIREDWHEN CUT WITH DIAMOND BLADE SAW1"1" NOMINALNOTES:*IMPORTANT:* 1" EXPANSION JOINT BETWEENROADWAY PAVEMENT AND WALK MUST BEINSTALLED TO FULL DEPTH OF SLAB.FINISH W/ 3/4" RADIUS TOOLSEALED 'E' JOINTSEE DETAIL A& NOTESSEE PAVEMENT SECTIONFOR SUBGRADE INFOIF ROCK IS USED UNDERROADWAY PAVEMENT, CONTINUEROCK UNDER SIDEWALKPAVEMENT, MATCH SECTIONSEALED 'E' JOINTSEE DETAIL A& NOTESBUILDING WALL(WHERE APPLICABLE)5" 5"#4 BARS 24" O/C BOTH WAYSALL REINFORCEMENT SHALLBE EPOXY COATED6"TURNED DOWN WALK DETAILSCALE NONE3C6.1Parallel Ramp (if required)StandardSidewalk 1'-0"(typ.)Grade BreakSpecial ShapingParallel Curb Ramp: If normal sidewalkelevation cannot be achieved with theperpendicular ramp between the streetand landing due to limited ramp length,provide a parallel ramp to make up theelevation difference between thelanding and the standard sidewalk.The length of the parallel ramp is notrequired to exceed 15 feet, regardlessof the resulting slope. Do not exceed8.3% slope for parallel ramps shorterthan 15 feet.Turning Space: Target slope of 1.5%with maximum slope perpendicular to thetravel directions of 2.0%. Minimum 5feet by 5 feet.Perpendicular Curb Ramp: Targetrunning slope of 6.25% with maximumrunning slope of 8.3%.Target cross slope of 1.5% with amaximum cross slope of 2.0%.Match pedestrian street crossing crossslope or flatter.5678775688995' MIN5' M INVARIES2ADA RAMP DETAILSSCALE NONEC6.1 MUTCD R7-8 (RESERVED PARKING) SIGN2" ROUND GALVANIZEDSTEEL PIPE PAINTED BLACKMUTCD R7-8a OR R7-8b (VAN ACCESSIBLE)PER ADA REQUIREMENTS60"HC PARKING SIGN DETAILSCALE NONEINSTALL POLE 1' FROM BACK OF WALK,DIRECT BURY POLE 4' MIN INTO GROUNDORANCHOR IN PCC PAVING W/ GALVANIZEDSTEEL PLATE (8"x8"x14") & (4)-12"x4"STAINLESS STEEL EXPANSION BOLTS4C6.1STD. PCC PAVEMENT SECTIONSCALE NONE1C6.1R 2"R 1"MATCH PAVEMENTTHICKNESS6"4.5"3"12" COMPACTEDSUBGRADE95% STD PROCTOR2-6" LIFTS(4000 PSI)PCC6" PCC, UNLESSNOTED OTHERWISEPER PLAN(4000 PSI) EX. PCC PAVEMENTEXISTINGPH 2 BUILDING6,468 SFFF=1037.00(MPE=1036.25)EX. PCC WALKEX. PCC WALKEX. 6" PCC TRAILEX. 6" PCC TRAILEX. PCC PAVEMENTEX. PCC PAVEMENTST15"DSCOH Y DW6"W6"W6"SAN6"SAN6"SAN6"SAN6"ST18"ST18"ST18"ST18"ST15"ST15"ST15"ST15"ST15"ST15"ST15"ST 4"ST 4"DDU/EU/EU/EGGGGTGMST15"ST15"S T 1 5 " S T 1 5 "103510361036103610361036103810381037103610361036 10351036103810361035103510341035103410361036 103610361036 1037 103610361036SAN6"10351035103510351037 1036 1 0 3 5HYD HYD103610351037TU/EU/EU/ESAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SW6"103010301031103310321031PROPOSED BUILDING7,896 SFFF=1036.70(MPE=1036.25)ST4"ST4"ST4"ST4"ST4"ST4"ST4"DTU/E U/E GGM1036A/CA/CA/CA/CDDDDSDWVWVWVWVCOCOHYD TTWVHYDHYD ST15"ST15"O/EO/EO/EO/EO/EO/EO/EO/EO/EST15"ST 15"ST15"ST15"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"SAN8"SAN8"SE WILDFLOWER DR.SE LA GRANT PKWY SE WESTOWN PARKWAYW8"W8"W8"W8"W8"W8"W8"W12"W12"W12"W12"W12"W12"W12"W12"W12"TELETELETELETELETELETELETELESAN8"ST15"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST 42"ST15"ST15"ST 42"ST15"(PUBLIC STREET - CONC SURFACE)(PUBLIC STREET - CONC SURFACE)(PUBLIC STREET - CONC SURFACE)EX. CONC. TRAILEX. CONC. TRAILEX. CONC. WALKU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E U/E U/E U/E U/E U/EHYD GEXISTINGDENTAL OFFICE3,562 S.F.FF=1036.75(MPE=1036.00)TU/EGGGGGMW2"SAN6"SAN6"COSA N 6"HYDST4"ST4"ST4"ST4"W S OW6"W6"SSAN 8"SAN8"SAN8"SEX. DETENTION BASIN100-YR HWL=1034.17FREEBOARD=1035.00103410351035 103510361035103610371036 10 3 510361035103510391037103510401040103410341039103510351034103310331033103210321033103510361037 103610361 0 3 7 1036 1037 1038 1038103610351035 1036 103410341033 103310321 0 3 5 10351035103310331035103510351035 10331034103410341 0 3 3 1031103110341035103510361034103410351035 103710381030103010361033SE TAYLOR CT.(PUBLIC STREET - CONC SURFACE)EX. 6" CONC. PAVEMENT1033O/EO/EO/EO/EGGGGGGGG GGG10361033103210321034ST15"10321033 CONCRETEWASH OUT BAGOUT HOUSE LOCATIONSANITARY WASTE WILLBE DISPOSED OF PERFEDERAL AND LOCALREGULATIONSTEMP. CONSTRUCTIONDUMPSTER LOCATION,DISPOSE OF WASTE PERFEDERAL AND LOCALREGULATIONSEROSION CONTROLFENCE, TYP.SFSFSFSFSFSFSFSFSFSFSFSFS F SF TOPSOILSTOCKPILETEMPORARY INLETPROTECTION, TYP.SFSF SITE DISCHARGE LOCATIONTO SUGAR CREEKSFSFSITE DISCHARGE LOCATIONTO SUGAR CREEKLIMITS OF DISTURBANCE3.8 ACRESTEMPORARY INLETPROTECTION, TYP.INSTALL 2 FLOWTRANSITION MATS OVER11'x12' SUDAS TYPE 3 TRMSFSF SFSF SFSF SFSFSFSFSFSF SFS F SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFEROSION CONTROLFILTER SOCKSF SFEROSION CONTROLFENCE, TYP.SFSFSFSFSFSFSFSFSFSFEROSION CONTROLFENCE, TYP.SFS FSFSF SF SFSFSFSFSFSFSFSFSFSFSFSFSFS F SF SFSFSTABILIZED CONSTRUCTION ENTRANCE:MIN. 20'X50'-6" DEEP, 2-3/4" GRAVELDRIVE W/ GEOTEXTILE UNDERLAYSFSF SITESWPPPC7.1REFERENCE NUMBER:3501 104th Street Des Moines, Iowa 50322-3825 Phone: (515)276-0467 Fax: (515)276-0217 "Planning Your Successful Development" Bishop Engineering Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:LOT 3 STONE PRAIRIE PLAT 6 SITE IMPROVEMENT PLANEWM160359130452CJB08-06-19 CITY SUBMITTAL08-20-19 CITY SUBMITTAL08-28-19 CITY SUBMITTAL09-05-19 CITY SUBMITTAL180104GRAPHIC SCALE030153060STORM WATER POLLUTION PREVENTION PLANVICINITY MAPNOT TO SCALEIOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.UTILITY NOTE:THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS ARE TAKEN FROMEXISTING PUBLIC RECORDS AND ARE APPROXIMATE LOCATIONS. THE EXACTLOCATIONS OF ALL UTILITIES MUST BE ASCERTAINED IN THE FIELD. IT SHALL BETHE DUTY OF THE CONTRACTOR TO DETERMINE WHETHER ANY ADDITIONALFACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT.LEGEND: 120 EXISTING CONTOUR 120 PROPOSED CONTOUR SF SILT FENCE SAN SANITARY SEWER ST STORM SEWER W WATER LINE G GAS LINEU/E UNDERGROUND ELECTRICO/E OVERHEAD ELECTRICTELETELEPHONE LINEF/OFIBER OPTICCATVCABLE TVSTORM MANHOLECURB INTAKESURFACE INTAKEFLARED END SECTIONSANITARY MANHOLECLEANOUTFIRE HYDRANTSPRINKLERIRRIGATION CONTROL VALVEWATER MANHOLEWELLWATER VALVEWATER SHUT OFFYARD HYDRANTELECTRIC MANHOLEELECTRIC METERELECTRIC RISERELECTRIC VAULTPOWER POLETRANSFORMER POLELIGHT POLEELECTRIC JUNCTION BOXELECTRIC PANELTRANSFORMERGROUND LIGHTGUY WIREELECTRIC HANDHOLEGAS METERGAS VALVEAIR CONDITIONING UNITTELEPHONE RISERTELEPHONE VAULTTELEPHONE MANHOLETRAFFIC SIGNAL MANHOLEFIBER OPTIC RISERFIBER OPTIC FAULTCABLE TV RISERSIGNDSCOHYDI CVWWSOYADREEMEELECEJEPGMGVA/CTTELTTSFOF/OTVWWVM:\LAND PROJECTS 2018\180104\DWG\_PHASE 3 DWGS\C7 SWPPP.DWG9/5/2019 3:02:12 PM QUANTITY ESTIMATE:EROSION CONTROL FENCE1,000 LFTEMP. INLET PROTECTION15 EATRM, SUDAS TYPE 3 132 SFFLOW TRANSITION MAT2 EASOD (PER LANDSCAPE PLAN) 1.5 ACTEMP. SEEDING MIX 0.3 ACNOT TO SCALESITE ENTRANCE DETAILTEMP. ROCK ENTRANCE(PLAN VIEW)(PROFILE VIEW)TEMP. ROCK ENTRANCE3" CLEANLIMESTONEPLACE ROCKON FABRICSTABILIZED ENTRANCE SHALL BE ATLEAST 50' LONG AND EXTEND TO THEPUBLIC ROADWAY.5'-0" MIN.GROUND LINEENGINEERING FABRICFLOW21' ABOVE GROUND LINEVARIABLE10' MAX.5' MAX.5' MAX.10' MAX.1' ABOVE GROUND LINESECURE TOP OF ENGINEERING FABRICENGINEERING FABRIC TO BE PLACEDTO BOTTOM OF TRENCH. 12ENGINEERINGFABRICGROUNDLINETRENCH BOTTOMTRENCH BOTTOM111LINEGROUND1MIN.4"EXCESS FABRICCOMPACTED BACKFILL12" MIN.DETAIL OF SILT FENCE AT DITCH OR SWALEDETAIL OF SILT FENCE8' SPACINGTO TOP OF STEEL POST.SEE DETAIL OF ATTACHMENT TO POST.VERTICAL CUTWIRECORDCORDCORDWIREPOSTFABRICFABRICBACK VIEW OF FABRICBACK VIEWATTACHMENT TO POST34NOTES :3MAKE VERTICAL CUT IN TOP OF FABRIC.PULL OUT AND TWIST CORD.4LOOP CORD AROUND POST FORMING ALOOP. PULL WIRE THROUGH FOLD AREAOF FABRIC AND SECURE AROUND POST.'T' STEELFENCE POSTNORMALFORESLOPE2" RISEIN FENCE31"MIN.NORMAL BACKSLOPE31" MIN.6" TRENCH DEPTH FORNORMAL INSTALLATION(MIN.) 12" TRENCHDEPTH FOR DITCHINSTALLATIONNOT TO SCALE(SECTION VIEW)(PROFILE VIEW)SILT FENCE DETAILSNOT TO SCALEINLET5'-0"5'-0"'T' FENCE POST, 5' MIN.NOTES:1. SECURE TOP OF FABRIC TOPOSTS, USING CABLE TIES ORWIRE.2. FABRIC TO BE BURIED 12", ANDFOLDED ALONG BOTTOM.3. STEEL POSTS TO BE EMBEDDED28".(PLAN VIEW)DROP INLET BASKETPROTECTIONSILT FENCE FABRICIF APPLICABLEINLET PROTECTION DETAILNOT TO SCALENOTES:1. 1 C.Y. CONCRETE BAG SHALL BE REQUIRED AT ANYLOCATION WHERE CONCRETE IS USED.2. CONCRETE WASHOUT DUMPSTER W/ HEAVY DUTYLINER IS AN ACCEPTIBLE ALTERNATIVE(PLAN VIEW)1 C.Y. CONCRETEWASH-OUT BAG'T' FENCE POST5' MINCONCRETE WASH-OUT BAG DETAIL(PROFILE VIEW)1 C.Y. CONCRETEWASH-OUT BAGPROPERTY DESCRIPTION:LOTS 1-4 IN STONE PRAIRIE PLAT 6, AN OFFICIAL PLAT INTHE CITY OF WAUKEE, DALLAS COUNTY, IOWA.SAID TRACT OF LAND BEING SUBJECT TO AND TOGETHERWITH ANY AND ALL EASEMENTS OF RECORD.SITE AREA:152,530 S.F (3.50 ACRES) MORE OR LESSADDRESS:290 SE WESTOWN PARKWAY2335 & 2355 SE LA GRANT PARKWAYWAUKEE, IOWA 50263OWNER:M&J REALTY, LLC5429 BOULDER DRIVEWEST DES MOINES, IA 50265PREPARED FOR:PRIMUS CONSTRUCTIONCONTACT: JASON DREWELOW401 8TH AVENUE, SECEDAR RAPIDS, IA 52401PH: (877)947-7757ENGINEER/PROJECT MANAGER:BISHOP ENGINEERINGCONTACT: CHUCK BISHOP3501 104TH STREETURBANDALE, IOWA 50322PH: (515)276-0467ZONING:C-1A NEIGHBORHOOD COMMERCIAL DISTRICTSETBACKS: FRONT = 30 FEET SIDE = NONE, EXCEPT ADJACENT RESIDENTIAL THEN 15' REAR = 30 FEETOPEN SPACE / IMPERVIOUS AREA:LOT 1 (PROPOSED LOTS 1 & 4 STONE PRAIRIE PLAT 6)TOTAL LOT AREA = 68,289 SF = 1.57 ACRESMIN. OPEN SPACE = 13,658 SF (20.0%)EXISTING / PROPOSED OPEN SPACE = 33,242 SF (48.7%)EXISTING / PROPOSED IMPERVIOUS = 35,047 SF (51.3%)(INCL.FUTURE BUILDING)LOT 2 (PROPOSED LOTS 2 & 3 STONE PRAIRIE PLAT 6)TOTAL LOT AREA = 84,241 SF = 1.93 ACRESMIN. OPEN SPACE = 16,849 SF (20.0%)EXISTING OPEN SPACE = 84,241 SF (100.0%)EXISTING IMPERVIOUS = 0 SF (0.0%)PROPOSED OPEN SPACE = 40,263 SF (47.8%)PROPOSED IMPERVIOUS = 43,978 SF (52.2%)BENCHMARK:MAG NAIL IN WALK LOCATED 45.13' EAST OF ℄ SE LA GRANTPKWY &112.25' SE OF ℄ SE LA GRANT & ℄ SE WESTOWN PKWY.ELEVATION = 1035.61 (CITY OF WAUKEE DATUM)EROSION CONTROL NOTES:1.SEE SUPPLEMENTAL DETAIL STORM WATER POLLUTION PLAN NARRATIVEFOR ALL EROSION CONTROL MEASURES, ADDITIONAL DETAILS AND NOTE.ADDITIONAL NOTES AND MEASURES IN NARRATIVE SHALL BE CONSIDEREDINCIDENTAL AND SHALL BE INCLUDED IN THE ORIGINAL BID.2.SWPPP PLAN AND NARRATIVE ARE CONSIDERED A LIVING DOCUMENT ANDWILL NEED PERIODIC UPDATES AND ADJUSTMENTS AS NECESSARYDEPENDING ON SITE CONDITIONS TO ASSURE COMPLIANCE WITH NPDESGENERAL PERMIT NO. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TOUPDATE THE SWPPP AND IMPLEMENT ANY AND ALL MEASURES NECESSARYTO COMPLY WITH SAID PERMIT NO. 2.3.INSTALL PERIMETER SILT FENCE AS SHOWN ON PLANS PRIOR TOCONSTRUCTION.4.INSTALL INTAKE PROTECTION WITH SILT FENCE IMMEDIATELY AFTER STORMSEWER CONSTRUCTION.5.INSTALL FINISHED PAVING INLET PROTECTION IMMEDIATELY AFTER PAVINGIS COMPLETED AROUND INTAKE.6.OTHER EROSION CONTROL TYPES MAY NOT BE SUBSTITUTED FOR SILTFENCE.7.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING A CONCRETEWASHOUT IN ACCORDANCE WITH SUDAS DURING ALL CONCRETE WORK.8.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING TEMPORARYRESTROOM FACILITIES. SANITARY WASTE SHALL BE DISPOSED OF PER ALLFEDERAL, STATE AND LOCAL REGULATIONS.9.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.10.IF CONSTRUCTION ACTIVITY IS NOT PLANNED FOR AT LEAST 14 DAYS, ALLDISTURBED AREAS SHALL BE STABILIZED IMMEDIATELY BY TEMPORARYEROSION CONTROL MEASURES. TEMPORARY CONTROL MEASURES MAYINCLUDE APPLYING MULCH AND TACKING IT IN.11.TEMPORARY SEEDING MIX SHALL BE SUDAS TYPE 4 MIXTURE.EROSION CONTROL REMOVAL NOTES:1.AFTER FINAL STABILIZATION HAS OCCURED, AS DEFINED IN NPDES GENERALPERMIT NO. 2, CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OFALL TEMPORARY EROSION CONTROL DEVICES INCLUDING, BUT NOT LIMITEDTO: SILT FENCE, INLET PROTECTION, AND TEMPORARY STANDPIPES.TOPSOIL NOTES:1.STRIP AND STOCKPILE THE TOPSOIL ON ALL DISTURBED AREAS.2.RESPREAD TOPSOIL IN COMPLIANCE WITH SUDAS SECTION 2010 ON ALL GREEN(NON-PAVED) AREAS.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 SUSTAININGVIGOROUS PLANT GROWTH, FROM WELL DRAINED SITE FREE FROM FLOODING, NOTIN FROZEN OR MUDDY CONDITIONS; REASONABLE FREE FROM SUBSOIL, CLAYLUMPS, ROOTS, GRASS, WEEDS, STONES LARGER THAN 3/4 INCH IN DIAMETER, ANDFOREIGN MATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5; CONTAINING MINIMUM 4PERCENT AND MAXIMUM 20 PERCENT ORGANIC MATTER.5.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET. +0'-0"FIN. FLR.+12'-0"TRUSS BRG.+16'-0"T.O. PARAPET+18'-0"T.O. PARAPETALUMINUM SUNSHADEALUMINUM STOREFRONTWINDOWADHERED MASONRY TRIMAMV-1METAL COPING CAPE.I.F.S.METAL COPING CAPFIBER CEMENT PANELSALUMINUM COMPOSITEPANEL CANOPYAMV-2ALUMINUM SUNSHADESAMV-2ALUMINUM SUNSHADESFIBER CEMENT PANELSNOTE:THESE ELEVATIONS HAVE BEEN DESIGNED TO MEET THEREQUIREMENTS OF THE CITY OF WAUKEE'S ARCHITECTURALDESIGN STANDARDS AND THE APPROVAL OF THE PLANNINGCOMMISSION / CITY OF WAUKEE. CHANGES SHALL NOT BEMADE TO THE APPROVED ELEVATIONS UNLESS APPROVED BYEITHER THE BNS DIRECTOR OR THE PLANNING COMMISION.E.I.F.S.METAL COPING CAPROOF SCUPPER+0'-0"FIN. FLR.+12'-0"TRUSS BRG.+16'-0"T.O. PARAPET+18'-0"T.O. PARAPET+20'-0"T.O. PARAPETAMV-1METAL COPING CAPALUMINUM SUNSHADEALUMINUM STOREFRONTWINDOWADHERED MASONRY TRIMAMV-2METAL COPING CAPFIBER CEMENT PANELSMETAL COPING CAPAMV-2AMV-1METAL COPING CAPFIBER CEMENT PANELS15'-0"NOTE:THESE ELEVATIONS HAVE BEEN DESIGNED TO MEET THEREQUIREMENTS OF THE CITY OF WAUKEE'S ARCHITECTURALDESIGN STANDARDS AND THE APPROVAL OF THE PLANNINGCOMMISSION / CITY OF WAUKEE. CHANGES SHALL NOT BEMADE TO THE APPROVED ELEVATIONS UNLESS APPROVED BYEITHER THE BNS DIRECTOR OR THE PLANNING COMMISION.REVISION08.01.201919039AC002ELEVATIONS +FINISHSELECTIONSAJCTHE INFORMATION, DESIGN AND CONCEPT CONTAINED WITHIN THIS DOCUMENT IS THE PROPERTY OF PRIMUS COMPANIES, INC. AND IS PROTECTED UNDER COPYRIGHT LAW. UNAUTHORIZED USE INCLUDING REPRODUCTION IS PROHIBITED WITHOUT WRITTEN PERMISSION. © COPYRIGHT 401 8th Ave. SE ■Cedar Rapids, Iowa ■ 52401 Des Moines ■ Kansas City ■ Minneapolis ■ Omaha www.dentalbuilders.com 319.393.4831NORTH-EAST PERSPECTIVENO SCALEMATERIAL LEGEND:ADHERED MASONRY VENEERELDORADO STONE - VANTAGE 30COLOR: WHITE ELMDARK BRONZE ALUMINUM TRIMWINDOW FRAMES, SUNSHADES,SCUPPERS/DOWNSPOUTS TO MATCHFIBER CEMENT PANELSNICHIHA VINTAGE WOOD WALL PANELSCOLOR: CEDARALUMINUM COMPOSITE PANELSALPOLIC MICA MFSCOLOR: GREYPECENTAGE OF EXTERIOR MATERIALS:NORTH ELEVATION2,378 S.F. NET FACADE TOTAL·1,008 S.F. ADHERED MASONRY VENEER42%·859 S.F. CEMENTITIOUS PANELING36%·511 S.F. GLAZING22%·0 S.F. EIFS0%ADHERED MASONRY VENEERELDORADO STONE - MARQUEE 24COLOR: DOVE TAILEIFSCOLOR: SHERWIN WILLIAMS SW7011 (NATURAL CHOICE)EAST ELEVATION1,163 S.F. NET FACADE TOTAL·845 S.F. ADHERED MASONRY VENEER72%·245 S.F. GLAZING21%·42 S.F. CEMENTITIOUS PANELING4%·31 S.F. EIFS3%NORTH ELEVATION w/ FINISHES1/8" = 1'-0"EAST ELEVATION w/ FINISHES1/8" = 1'-0"SE Westown Pkwy & SE LA Grant Pkwy, Waukee, IA IOMS (Stone Prairie - Building 3) +0'-0"FIN. FLR.+12'-0"TRUSS BRG.+16'-0"T.O. PARAPET+18'-0"T.O. PARAPET+21'-0"T.O. PARAPETE.I.F.S.METAL COPING CAPFIBER CEMENT PANELSALUMINUM SUNSHADEALUMINUM STOREFRONTWINDOWADHERED MASONRY TRIMAMV-1METAL COPING CAPALUMINUM COMPOSITEPANEL CANOPYFIBER CEMENT PANELSAMV-2AMV-2NOTE:THESE ELEVATIONS HAVE BEEN DESIGNED TO MEET THEREQUIREMENTS OF THE CITY OF WAUKEE'S ARCHITECTURALDESIGN STANDARDS AND THE APPROVAL OF THE PLANNINGCOMMISSION / CITY OF WAUKEE. CHANGES SHALL NOT BEMADE TO THE APPROVED ELEVATIONS UNLESS APPROVED BYEITHER THE BNS DIRECTOR OR THE PLANNING COMMISION.ALUMINUM SUNSHADE+0'-0"FIN. FLR.+12'-0"TRUSS BRG.+16'-0"T.O. PARAPET+18'-0"T.O. PARAPET+21'-0"T.O. PARAPETALUMINUM STOREFRONTWINDOWADHERED MASONRY TRIMAMV-2METAL COPING CAPAMV-1METAL COPING CAPMETAL COPING CAPFIBER CEMENT PANELSALUMINUM COMPOSITEPANEL CANOPYFIBER CEMENT PANELSMETAL COPING CAPALUMINUM COMPOSITE PANELSALUMINUM STOREFRONTENTRANCEALUMINUM COMPOSITEPANEL CANOPYALUMINUM STOREFRONTWINDOWAMV-2AMV-2AMV-1METAL COPING CAP+15'-0"T.O. WALLNOTE:THESE ELEVATIONS HAVE BEEN DESIGNED TO MEET THEREQUIREMENTS OF THE CITY OF WAUKEE'S ARCHITECTURALDESIGN STANDARDS AND THE APPROVAL OF THE PLANNINGCOMMISSION / CITY OF WAUKEE. CHANGES SHALL NOT BEMADE TO THE APPROVED ELEVATIONS UNLESS APPROVED BYEITHER THE BNS DIRECTOR OR THE PLANNING COMMISION.REVISION08.01.201919039AC003ELEVATIONS +FINISHSELECTIONSAJCSE Westown Pkwy & SE LA Grant Pkwy, Waukee, IA IOMS (Stone Prairie - Building 3)THE INFORMATION, DESIGN AND CONCEPT CONTAINED WITHIN THIS DOCUMENT IS THE PROPERTY OF PRIMUS COMPANIES, INC. AND IS PROTECTED UNDER COPYRIGHT LAW. UNAUTHORIZED USE INCLUDING REPRODUCTION IS PROHIBITED WITHOUT WRITTEN PERMISSION. © COPYRIGHT 401 8th Ave. SE ■Cedar Rapids, Iowa ■ 52401 Des Moines ■ Kansas City ■ Minneapolis ■ Omaha www.dentalbuilders.com 319.393.4831SOUTH-WEST PERSPECTIVENO SCALEMATERIAL LEGEND:ADHERED MASONRY VENEERELDORADO STONE - VANTAGE 30COLOR: WHITE ELMDARK BRONZE ALUMINUM TRIMWINDOW FRAMES, SUNSHADES,SCUPPERS/DOWNSPOUTS TO MATCHFIBER CEMENT PANELSNICHIHA VINTAGE WOOD WALL PANELSCOLOR: CEDARALUMINUM COMPOSITE PANELSALPOLIC MICA MFSCOLOR: GREYPECENTAGE OF EXTERIOR MATERIALS:SOUTH ELEVATION2,397 S.F. NET FACADE TOTAL·1,280 S.F. ADHERED MASONRY VENEER53%·664 S.F. GLAZING28%·453 S.F. CEMENTITIOUS PANELING19%·0 S.F. EIFS0%ADHERED MASONRY VENEERELDORADO STONE - MARQUEE 24COLOR: DOVE TAILEIFSCOLOR: SHERWIN WILLIAMS SW7011 (NATURAL CHOICE)WEST ELEVATION1,163 S.F. NET FACADE TOTAL·833 S.F. ADHERED MASONRY VENEER71%·234 S.F. GLAZING20%·65 S.F. CEMENTITIOUS PANELING6%·31 S.F. EIFS3%SOUTH ELEVATION w/ FINISHES1/8" = 1'-0"WEST ELEVATION w/ FINISHES1/8" = 1'-0"