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HomeMy WebLinkAbout2018-07-16-J07 Gilcrest Jewett - Site Plan AGENDA ITEM: CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: July 16, 2018 AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Gilcrest Jewett (800 SE Frontier Avenue) FORMAT: Resolution SYNOPSIS INCLUDING PRO & CON: Gilcrest Jewett, requests approval of a site plan to allow for the construction of a warehouse/office building that is approximately 39,910 square feet in area, located at 800 SE Frontier Avenue. In addition to the proposed building, the applicant is proposing 11,500 square feet of outdoor storage area located on the southwest corner of the site. The storage area will be screened with an opaque vinyl fence. The applicant has provided elevations for the proposed building on the site, which meets the intent of the architectural guidelines within the Site Development and Building Standards Ordinance. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission reviewed this project at the July 10, 2018 Commission Meeting and recommended approval subject to remaining staff comments: Approval of a Site Plan for Gilcrest Jewett (800 SE Frontier Avenue) Senior Planner Andy Kass introduced the request made by the applicant Gilcrest Jewett for approval of a site plan related to the development of a warehouse building with office space. The subject property is located south of SE Frontier Avenue and west of SE Alice’s Road and contains approximately 3.23 acres. Mr. Kass advised that the proposed building is approximately 39,910 square feet in area with a total of 3,810 square feet being dedicated for office space at the north end of the building. The site plan also identifies approximately 11,500 square feet of outdoor storage area located on the southwest corner of the site to be screened from the adjacent residential district with an opaque vinyl fence. Mr. Kass explained that there are two accesses provided to the site. One off of SE Frontier Avenue and another access to the south from a private drive. The south access will include a gate with a Knox switch for emergency vehicle access. All utilities are available on the site and the existing detention pond will accommodate the storm water requirements for the project. All parking, landscape, and open space requirements have been met. At this time staff recommends approval of the site plan for Gilcrest Jewett subject to remaining staff comments. J7  Commissioner Tietz questioned if there was any retail intention for the building and what type of traffic would be accessing the property. Mr. Kass advised that there was not a retail intention for the building so the parking requirement reflects that. A representative for the applicant, Jason Worth, addressed the traffic question stating that the private access would be the one used for deliveries a majority of the time. Commissioner Hoifeldt made a motion to approve the Site Plan for Gilcrest Jewett. Commissioner Streit seconded the motion. Ayes: Ward, Streit, Tietz, and Hoifeldt. Nays: None. Abstain: Sandie. Motion Carries. STAFF REVIEW AND COMMENT: Staff is working with the applicant to address the last few comments. Staff recommends approval 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 18- APPROVING THE SITE PLAN FOR GILCREST JEWETT (800 SE FRONTIER AVENUE) 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 Gilcrest Jewett, subject to remaining staff comments on July 10, 2018; AND, WHEREAS, the Site Plan for Gilcrest Jewett is in general conformance with §304 – Site and Building Development Standards Ordinance of the Waukee Municipal Code; AND, WHEREAS, the Site Plan for Gilcrest Jewett 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 July, 2018 that the Site Plan for Gilcrest Jewett is approved. ____________________________ William F. Peard, Mayor Attest: ___________________________________ Rebecca D. Schuett, City Clerk RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN Anna Bergman R. Charles Bottenberg Courtney Clarke Shelly Hughes Larry R. Lyon PLANNING AND ZONING COMMISSION STAFF REPORT PROJECT: Gilcrest Jewett – Site Plan PREPARED BY: Melissa DeBoer, AICP – Planner II REPORT DATE: July 5, 2018 MEETING DATE: July 10, 2018 GENERAL INFORMATION Applicant / Owner: Gilcrest Jewett Lumber Company Engineer: Michael Wahlert, Bishop Engineering Company, Inc. Request: The applicant is requesting approval of a site plan for a warehouse building. Location and Size: Property is located south of SE Frontier Avenue and west of SE Alice’s Road, containing approximately 3.23 acres. Property Address: 800 SE Frontier Avenue AREA MAP ABOVE: Aerial of subject property (outlined in RED) in relation to the surrounding area. July 5, 2018 2 of 3 LAND USES AND ZONING Location Existing Land Use Comprehensive Plan Current Zoning Property in Question Vacant / Undeveloped Community Village M-1A / PD (Limited Industrial District / Planned Development) North Multi-Tenant Commercial Community Village M-1 / PD (Light Industrial District / Planned Development) South Gilcrest Jewett (Industrial Warehouse Building) Community Village M-1A (Limited Industrial District) East Plumb Supply (Industrial Warehouse Building) Community Village M-1A / PD (Limited Industrial District / Planned Development) West Townhouse Residential Community Village R-4 (Row Dwelling and Townhome District) PROJECT DESCRIPTION The project involves the construction of a warehouse/office building that is proposed to be approximately 39,910 square feet in area. The site plan identifies an office space on the north end of the building which is approximately 3,810 square feet in area, the remaining 36,100 square feet of the building is warehouse. The site plan also identifies approximately 11,500 square feet of outdoor storage area located on the southwest corner of the site. This storage area will be screened with an opaque vinyl fence. ACCESS AND PARKING Two accesses are provided to the site. One access will be provided off of SE Frontier Avenue on the north and the other access will be provided off of the private drive on the south. The south access will include a gate with a knox switch for emergency vehicle access. A total of 59 parking spaces are required for this facility, 36 spaces for warehouse and 23 spaces for office. The total amount of parking proposed is 59 spaces, including 3 accessible spaces on the north end of the site. The proposed site plan meets the parking requirements of the ordinance. SIDEWALKS/TRAILS A 5 foot wide sidewalk will be constructed along the public street on the north side of the site, connecting to existing sidewalks to both the east and the west. UTILITIES This site will be serviced with all public utilities. Storm water detention will be provided through the existing detention pond located on the southwest side of the site. LANDSCAPING & OPEN SPACE A minimum of 15% of the project area is required to be open space. The total amount of open space proposed is 33.5%. This site includes a landscape buffer on the west side of the property in order to provide screening for the townhome residential to the west. This site will also maintain existing trees and shrubs July 5, 2018 3 of 3 surrounding the existing detention pond at the southwest corner of the property. The applicant has provided the required amount of plantings per the landscaping ordinance. ELEVATIONS The building is proposed to be 28 feet in height measured at the tallest peak of the building. It includes a single story, with a mezzanine area located above the office space on the north side of the building. The mezzanine area is intended for storage. The elevations of the building are proposed to be constructed of brick veneer, CMU split-face block, EIFS, metal panels, and metal roof. The trash enclosure, located just south of the building, will also be constructed of the same CMU split-face block to match the building. The gate for the trash enclosure is proposed to be constructed of metal. 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. STAFF RECOMMENDATION Staff recommends approval of the site plan for Gilcrest Jewett subject to remaining staff comments. SITE SITEGILCREST JEWETT800 SE FRONTIER AVEIOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.PROPERTY DESCRIPTION:LOT 3, WESTGATE BUSINESS PARK PLAT 2, AN OFFICIALPLAT, WAUKEE, DALLAS COUNTY, IOWA .SAID TRACT OF LAND BEING SUBJECT TO AND TOGETHERWITH ANY AND ALL EASEMENT OF RECORD.ADDRESS:800 SE FRONTIER AVEWAUKEE, IOWAOWNER:GILCREST JEWETT LUMBER COMPNAY1100 ALICES ROADPO BOX 1000WAUKEE, IA 50263515-987-3600PREPARED FOR:GILCREST JEWETT LUMBER COMPNAY1100 ALICES ROADPO BOX 1000WAUKEE, IA 50263515-987-3600ZONING:M1-A LIGHT INDUSTRIAL DISTRICTPLANNED DEVELOPMENT ORDINANCE (#2397)PARKING REQUIREMENTS:WAREHOUSE 1SP / 1,000 S.F. @ 31,625 S.F. = 36 SPACESOFFICE 3SP / 1,000 S.F. @ 7,615 S.F. = 23 SPACESPARKING REQUIRED = 59 SPACES (3 ADA)PARKING PROVIDED = 59 SPACES (17 FUTURE, 3 ADA)OPEN SPACE REQUIREMENTS:REQUIRED OPEN SPACE = 15% = 21,107 S.F.PROVIDED = 47,112 S.F. (33.5%)IMPERVIOUS SURFACE:TOTAL SITE AREA =140,716 S.F.BUILDING=35,375 S.F.PAVING= 46,706 S.F.GRAVEL STORAGE AREA = 11,523 S.F.SETBACKSFRONT=40' REAR = 35' SIDE=0'BENCHMARK:PROJECT TBM : TOP OF CASTING ON FIRE HYDRANTLOCATED AT THE NORTHWEST CORNER OF SITE.ELEVATION = 1041.85VICINITY MAPSCALE: 1' = 1,000'COPYRIGHT 2017 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.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 NOTEDDSCOHYDI CVWWSOYADREEMEELECEJEPGMGVA/CTTELTTSFOF/OTVWWVCOVER SHEETC0.1SHEET INDEX:C0.1COVER SHEETC2.1LAYOUT 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:GILCREST JEWETT LOT 3 WESTGATE BUS. PARK PLAT 2MJW100045130296CB5-1-20186-4-20186-22-2018170322PRELIMINARY- NOT FOR CONSTRUCTIONM:\LAND PROJECTS 2017\170322\DWG\C0.1 COVER.DWG6/20/2018 2:39:45 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.ABBREVIATIONS:ACACRESASPHASPHALTBKBOOKCONCCONCRETEDDEEDED DISTANCEEXEXISTINGENCLENCLOSUREFFFINISHED FLOORFLFLOW LINEFRACFRACTIONALMMEASURED DISTANCEMHMANHOLEOPCORANGE PLASTIC CAPPPLATTED DISTANCEPGPAGEPOBPOINT OF BEGINNINGPOCPOINT OF COMMENCEMENTPRAPREVIOUSLY RECORDED ASPUEPUBLIC UTILITY EASEMENTROWRIGHT OF WAYRPCRED PLASTIC CAPSFSQUARE FEETSANSANITARYTYPTYPICALYPCYELLOW PLASTIC CAPNNORTHSSOUTHEEASTWWESTUTILITY MAPS PROVIDED BY:1. ELECTRIC (MIDAMERICAN / CRAIG RANFELD / 515-252-6632)2. STORM AND SANITARY (CITY OF WAUKEE / TIM ROYER 515-978-7920)3. FIBER OPTIC (CENTURY LINK / TOM STURMER 720-578-8090)4. CABLE (MEDIACOM / PAUL MAY / 515-246-2252)5. GAS (CITY OF WAUKEE / TIM ROYER 515-978-7920)6. WATER (CITY OF WAUKEE / TIM ROYER 515-978-7920)7. FIBER OPTIC (CYC CONSOLIDATED COMMUNICATIONS / JONI MCABE 507-387-1770 )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.FUTURE CONDITIONS, INCLUDING PROPERTY LINES AND EASEMENTS ARE BASED ONPRELIMINARY PLAT & CONSTRUCTION DRAWINGS FOR PRAIRIE CROSSING PLAT 6 PREPAREDBY CEC.GENERAL NOTES:1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS ANDSUDAS STANDARD SPECIFICATIONS AND ANY AND ALL CITY/COUNTY SUPPLEMENTAL SPECIFICATIONS. THE CITY OF WAUKEE MUST BENOTIFIED 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 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-CONSTRUCION MEETING WITH THE WAUKEE DEVELOPMENT SERVICESDEPARTMENT ONE (1) WEEK PRIOR TO CONSTRUCTION ACTIVITIES COMMENCING.22.THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE WAUKEE DEVELOPMENT SERVICES DEPARTMENT OF ANY PLANNED WEEKENDOR HOLIDAY WORK 48 HOURS PRIOR TO SAID WORK COMMENCING.23.ALL OFFSITE ESTABLISHED LAWNS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED WITH SOD AND WATERED UNTILESTABLISHED.24.TESTING SHALL BE COMPLETED MEETING CITY OF WAUKEE SPECIFICATIONS AND SHALL BE WITNESSED BY THE CITY OF WAUKEEENGINEERING DEPARTMENT.25.APPROVED FIRE APPARATUS ROADS SHALL BE PROVIDED FOR THIS BUILDING OR PORTION OF A BUILDING AS SOON AS CONSTRUCTIONCOMMENCES. THE FIRE APPARATUS ACCESS ROAD SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 503.2 AND SHALL EXTEND TOWITHIN 100 FEET OF ALL PORTIONS OF THE FACILITY AND ALL PORTIONS OF THE EXTERIOR WALLS AS MEASURED BY AN APPROVEDROUTE AROUND THE EXTERIOR OF THE BUILDINGPAVING 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.UTILITY NOTES:1.QUANTITY CALLOUTS ON PIPE LENGTHS ARE APPROXIMATE AND SHOULD BE USED FOR REFERENCEONLY.2.THE CONTRACTOR SHALL PROVIDE AS-BUILTS OF ALL UTILITIES, INCLUDING DEPTH AND LOCATIONOF ALL SERVICES.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND ALL COSTS ASSOCIATED WITHAS-BUILT TOPO OF DETENTION POND & DETENTION POND STORM SEWER. CONTRACTOR SHALL BERESPONSIBLE FOR CONTACTING BISHOP ENGINEERING (CHUCK BISHOP AT 515-276-0467) TOPERFORM SAID AS-BUILT SURVEY. IF DETENTION PONDS HAVE BEEN GRADED INCORRECTLY,CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUBSEQUENT AS-BUILT TOPO SURVEYS UNTILISSUES 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 OR LOWEREDIN ACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS. ANY NECESSARY ADJUSTMENTSSHALL 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 3 FOOTWIDE CLAY WATER STOP AND THE LAST 3 PIPE SECTIONS ON THE APRON SHALL BE TIED WITHRF-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" 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. THEFILLING 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 LINK SEAL.18.CONTRACTOR TO COORDINATE TIE-INS TO EXISTING UTILITIES WITH THE CITY OF WAUKEEENGINEERING DEPARTMENT.19.ALL SANITARY AND STORM SEWER PIPES SHALL BE CLEANED AND TELEVISED PRIOR TO PAVING.THE CITY OF WAUKEE ENGINEERING DEPARTMENT SHALL WITNESS ALL CLEANING AND TELEVISING.THE CONTRACTOR SHALL PROVIDE A HARD COPY OF THE REPORT AND VIDEO TO THE CITY OFWAUKEE ENGINEERING DEPARTMENT.CUT "X" ON NORTHEAST BOLT ON BASE OF COKE CLOCK LOCATED ATSOUTHEASTERY CORNER OF HIGHWAY #6 AND ALICE'S ROADELEVATION = 1034.63 (CITY OF WAUKEE DATUM) UPHYD2 0 . 0 ' B U I L D I N G S E T B A C K DYH SDS1037.831036.641036.631037.221037.931037.64XXXXXXXWET DETENTIONPONDW.S. ELEV = 1031.6EX MANHOLERIM=1039.36INV = 1028.23EX MANHOLERIM=1038.93INV = 1029.05STSTSTSTST 30"EX DBL INTAKEFL (8")= 1035.70FL (21")= 1034.92FL (36" W)= 1034.81EX DBL INTAKEFL (20")= 1035.16ST8"XX X X X X SE FRONTIER AVE20' OVERLANDFLOWAGE EASEMENTBK 2000 PG 1229730' SURFACE WATERFLOWAGE EASEMENTBK 2000 PG 12285LOT 3WEST GATE BUSINESS PARK PLAT 2OWNER: GILCREST JEWETT LUMBER COZONING: M-1ALOT 4WEST GATE BUSINESS PARK PLAT 2OWNER: WAUKEE SELF STORAGE, LLCZONING: M-1ALOT 2WEST GATE BUSINESS PARK PLAT 2OWNER: S & P DEVELOPMENT, LLCZONING: M-1APARCEL C1037.7P50'22.54'45'TBM: TOP CASTELEV=1041.8540.00' BUILDING SETBACK STORM SEWER and SURFACE WATER FLOWAGE EASEMENT (BK.2017 PG.3495)120.95'52.24'WWWWWWW40' BUILDING SETBACK30' INGRESS EGRESSEASEMENT20' WATER MAINEASEMENT6' C H A I N L I N K F E N C E 6' C H A I N L I N K F E N C E ST S T S T S T S T S T S T S T S T S T D20'X20' WATER MAINEASEMENTBK 2000 PG 1229820' STORMSEWER EASEMENTBK 2000 PG 12292INV=1028.80INV=1030.2±FIELD VERIFYMHRIM=1040.25FL(E)=1034.22FL(S)=1034.16LOT WWILLOW BROOK PLAT 1OWNER: WILLOW BROOK TOWNHOMEASSOCIATIONZONING: R-4 DYHGGGGGGGGGDD130' 18' 24' 18'6' 13'7111318'PROPOSED OFFICE /WAREHOUSE 39,910S.F.OFFICE = 3,810SF, WHRS = 36,100PARKING PROVIDED = 49 SPACESPARKING REQUIRED = 47 SPACES(1SP/1,000SF WHRS, 1SP/400SF OFFICE)FF=1041.00OUTDOOR S TOR AG E AR EA R5'R5'9'9'9'10'10'R45'75.76' GRIND EX. CURBR45'23.04'16.55'12.93'100 YR HW ELEV = 1034.08HY DROAD & UTLITIES BY OTHERSADA SIGN14'IIIIIIIIII II II GATE6' CHAIN LINK FENCE6' VINYL OPAQUE SCREENING FENCE6' VINYL OPAQUE SCREENING FENCE 8" P.C.C. PAVING6" P.C.C.8" P C . C . P A V I N G 8" P C . C . P A V I N G8" P.C.C. PAVING5' SIDEWALKTYP E A D R I V E W A Y DETECTABLEWARNINGSFULL HEIGHT DOCKOVERHEAD DOORSPROP. 10.41' INGRESS/EGRESS EASEMENT 907.36'S89°53'06"E902.83'S89°53'26"EHYDREINFORCED CONCRETETRANSFORMER PADPAD TO BE FLAT(PER MID-AMERICAN STANDARDS)SEE DETAIL C6.128.8'R5'30'**TO BE EQUIPPEDW/KNOX SWITCH/PADLOCK**108STURCTURAL STOOP5'x5' (REF. ARCH.)9'19'9'19'STRUCTURAL STOOP5'x5' (REF. ARCH.)GATE**TO BE EQUIPPED W/KNOX SWITCH/PADLOCK**LOADING DOCKLOADING DOCKPROPOSED INGRESS/EGRESSEASEMENTTYPE ADRIVEWAYR30'GM**CRITICAL CROSSING**FL(36")=1034.16TAKE GAS UNDER STORMBOT GAS = 1032.15164 LF GASSERVICE.BY OTHERS26.00'M S00°06'54"W 121.70'MS89°53'06"E133.08'MN89°53'06"W29.4 7 ' M N23 ° 4 5 ' 3 3 " E CONNECT TO EXFENCE W/OWNER APPROVAL30'R18'R25'CMU BLOCK ENCLOSUREW/STEEL GATELAYOUT 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:GILCREST JEWETT LOT 3 WESTGATE BUS. PARK PLAT 2MJW100045130296CB5-1-20186-4-20186-22-2018170322PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE030153060M:\LAND PROJECTS 2017\170322\DWG\C2.1 LAYOUT.DWG6/26/2018 8:34:02 AM HYD 2 0 . 0 ' B U I L D I N G S E T B A C K DYH SDSXX XXXXXWET DETENTIONPONDW.S. ELEV = 1031.6STSTSTSTST 30"EX DBL INTAKEFL (8")= 1035.70FL (21")= 1034.92FL (36" W)= 1034.81EX DBL INTAKEFL (20")= 1035.16ST8"XX X X X X SE FRONTIER AVE20' OVERLANDFLOWAGE EASEMENTBK 2000 PG 1229730' SURFACE WATERFLOWAGE EASEMENTBK 2000 PG 12285103210331034 1035103610371038103810391040LOT 3WEST GATE BUSINESS PARK PLAT 2OWNER: GILCREST JEWETT LUMBER COZONING: M-1ALOT 4WEST GATE BUSINESS PARK PLAT 2OWNER: WAUKEE SELF STORAGE, LLCZONING: M-1ALOT 2WEST GATE BUSINESS PARK PLAT 2OWNER: S & P DEVELOPMENT, LLCZONING: M-1APARCEL C1037.7P22.54'TBM: TOP CASTELEV=1041.8540.00' BUILDING SETBACK STORM SEWER and SURFACE WATER FLOWAGE EASEMENT (BK.2017 PG.3495)WWWWWWW40' BUILDING SETBACK30' INGRESS EGRESSEASEMENT20' WATER MAINEASEMENT6' C H A I N L I N K F E N C E 6' C H A I N L I N K F E N C E S T S T S T S T S T S T S T S T S T S T D20'X20' WATER MAINEASEMENTBK 2000 PG 1229820' STORMSEWER EASEMENTBK 2000 PG 12292MHRIM=1040.25FL(E)=1034.22FL(S)=1034.16LOT WWILLOW BROOK PLAT 1OWNER: WILLOW BROOK TOWNHOMEASSOCIATIONZONING: R-4 DYHGGGGGGGGGDD1037.021038.331037.4071113PROPOSED OFFICE /WAREHOUSE 39,910S.F.OFFICE = 3,810SF, WHRS = 36,100PARKING PROVIDED = 49 SPACESPARKING REQUIRED = 47 SPACES(1SP/1,000SF WHRS, 1SP/400SF OFFICE)FF=1041.00HY D1037.77TC1037.27G1038.02TC1037.52G1038.00TC1037.50G1038.00TC1037.50G1038.50TC1038.00G1039.50TC1039.00G1039.50TC1039.00G1040.931041.001037.00TOP STAIRS= 1041.001037.001038.50TC1038.00G1037.321037.501040.80TC1040.30G1040.75TC1040.25G1040.75TC1040.25G1039.50TC1039.00G1040.50TC1040.00G1040.001040.001040.77TC1040.27G1040.77TC1040.27G1040.861040.361040.861040.77TC1040.251040.20TC1039.70G1039.65TC1039.15G1040.00TC1039.50G1039.001039.051039.501039.551039.571039.641040.051036.901037.301037.00TC1036.50G1037.50TC1037.00G1037.55TC1037.05G1038.10TC1037.60G1040.16TC1039.66GIIIIIIIIII II II GATE6' CHAIN LINK FENCE6' OPAQUE SCREENING FENCE6' VINYL SLAT OPAQUE SCREENING FENCE FULL HEIGHT DOCKOVERHEAD DOORSPROP. 10.41' INGRESS/EGRESS EASEMENT 907.36'S89°53'06"E902.83'S89°53'26"E1040.901040.901040.501040.501040.501040.501038.5025%1032.001033.00HYDREINFORCED CONCRETETRANSFORMER PADPAD TO BE FLAT(PER MID-AMERICAN STANDARDS)SEE DETAIL C6.1**TO BE EQUIPPEDW/KNOX SWITCH/PADLOCK**108STURCTURAL STOOP5'x5' (REF. ARCH.)1040.931040.431040.439'19'104210411040103910381037103710 4 01040.931041.00STRUCTURAL STOOP5'x5' (REF. ARCH.)GATE**TO BE EQUIPPED W/KNOX SWITCH/PADLOCK**1037.00PROPOSED INGRESS/EGRESSEASEMENT100 YR HW ELEV = 1034.081035.351038.10GM**CRITICAL CROSSING**FL(36")=1034.16TAKE GAS UNDER STORMBOT GAS = 1032.152.00%2.00%28%164 LF GASSERVICE.BY OTHERSOVERFLOW ROUTEOVERFLOW ROUTEIS TO SE FRONTIER AVE.100YR HWEL1039.42100YR HWEL= 1036.40100YR HWEL26.00'M S00°06'54"W 121.70'MS89°53'06"E133.08'MN89°53'06"W29.4 7 ' M N23 ° 4 5 ' 3 3 " E 1040.15CONNECT TO EXFENCE W/OWNER APPROVALUP1040.11T/C1039.61G10401036.001037100YR HWEL1039.492.17%23.5%100-YR HW = 1034.082.78%2.14% 2.92%8.65%SDSTSTSTSTSTSTSTST30"EX DBL INTAKEFL (8")= 1035.70FL (21")= 1034.92FL (36" W)= 1034.81ST8"ST8"SE FRONTIER AVE40.00' BUILDING SETBACK 1040 1039.051039.121039.621039.691039.551039.621039.571039.641039.571039.071039.501039.001039.031039.101.50%1.50%1.50%1.50%1.50%1.50%6.25%3.88%1.50%1.50%1.50%1.50%1.50%6.25%5.55%5'1.40%0.15%0.15%104040.00' BUILDING SETBACK 1040.001040.271.50 %1040.27G1040.77T/C1040.27G1040.77T/C1040.27G1040.001040.001.50 % 1.50 % 1.50 % 1.50 % 1.50 %0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%0.00%1040.361041.001040.861040.77T/C1040.27G1.50 % 1.50 % 1.50 %1040.860.00%1.08 % 1.08 % 6'9'9'9'9'9'18'1040.77T/C1040.27G0.00%0.00%0.00%0.00%0.00%6.25%6.25%1.50 %8'TOPSOIL NOTES:1.STRIP AND STOCKPILE THE TOP 12" 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 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.GRADING 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:GILCREST JEWETT LOT 3 WESTGATE BUS. PARK PLAT 2MJW100045130296CB5-1-20186-4-20186-22-2018170322PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC 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.FLOW SLOPE AND DIRECTIONOVERFLOW ROUTE150.50E/W150.50B/W150.50T/W150.50G150.50T/C150.50150150150.50T/S150.50B/SM:\LAND PROJECTS 2017\170322\DWG\C3.1 GRADING.DWG6/20/2018 3:19:24 PM ADA RAMP GRADING DETAILSSCALE = 1:10X.XX%ADA STALL GRADING DETAILSSCALE = 1:10 UPHYD2 0 . 0 ' B U I L D I N G S E T B A C K DYH SDSXXXXXXXWET DETENTIONPONDW.S. ELEV = 1031.6EX MANHOLERIM=1039.36INV = 1028.23EX MANHOLERIM=1038.93INV = 1029.05STSTSTSTST30"EX DBL INTAKEFL (8")= 1035.70FL (21")= 1034.92FL (36" W)= 1034.81EX DBL INTAKEFL (20")= 1035.16ST8"XX XXXXSE FRONTIER AVE20' OVERLANDFLOWAGE EASEMENTBK 2000 PG 1229730' SURFACE WATERFLOWAGE EASEMENTBK 2000 PG 12285LOT 3WEST GATE BUSINESS PARK PLAT 2OWNER: GILCREST JEWETT LUMBER COZONING: M-1ALOT 4WEST GATE BUSINESS PARK PLAT 2OWNER: WAUKEE SELF STORAGE, LLCZONING: M-1ALOT 2WEST GATE BUSINESS PARK PLAT 2OWNER: S & P DEVELOPMENT, LLCZONING: M-1A1037.7P22.54'TBM: TOP CASTELEV=1041.8540.00' BUILDING SETBACK STORM SEWER and SURFACE WATER FLOWAGE EASEMENT (BK.2017 PG.3495)120.95'52.24'WWWWWWW40' BUILDING SETBACK30' INGRESS EGRESSEASEMENT6' C H A I N L I N K F E N C E 6' C H A I N L I N K F E N C E S T S T S T S T S T S T S T S T S T S T D20'X20' WATER MAINEASEMENTBK 2000 PG 1229820' STORMSEWER EASEMENTBK 2000 PG 12292INV=1028.80INV=1030.2±FIELD VERIFYEX 36" RCP FESFL=1032.25MHRIM=1040.25FL(E)=1034.22FL(S)=1034.16LOT WWILLOW BROOK PLAT 1OWNER: WILLOW BROOK TOWNHOMEASSOCIATIONZONING: R-4 DYHGGGGGGGGDD36" F.E.S.FL=1032.36STORM STRUCTURE #5SW-512 INTAKETC=1037.80GUT=1037.30FL(W)=1332.6036" RCP36" RCPSW-512 INTAKEGUT=1038.63FL(W)=1333.4971113PROPOSED OFFICE /WAREHOUSE 39,910S.F.OFFICE = 3,810SF, WHRS = 36,100PARKING PROVIDED = 49 SPACESPARKING REQUIRED = 47 SPACES(1SP/1,000SF WHRS, 1SP/400SF OFFICE)FF=1041.00STORM STURCTURE #3SW 502 INTAKE (84" DIA)TC=1039.50GR=1039.00FL(N)=1032.77FL(W)=1032.67100YR HWEL=1039.29STORM STRUCTURE #2SW 502 INTAKE (60" DIA)TC=1039.50GR=1039.00FL(N)=1033.23FL(S)=1033.13100YR HWEL=1039.49STORM STRUCTURE #1SW 502 INTAKE (60" DIA)TC=1039.50GR=1039.00FL(S)=1033.56100YR HWEL=1039.42165 L.F. 36" RC P @ S = 0 . 2 0 % 183 L . F . 3 6 " R C P @ S = 0 . 2 0 %172 L.F. 36" RCP @ S = 0.20%100 L.F. 30" RCP @ S= 0.30%30" FESFL=1031.93EROSION STONE DIMENSIONSL= 10'W= TO THE 1034.00 ELEV.T= 1.25'(SEE DETAIL C6.1)STORM STRUCTURE #A38" NYLOPLAST INLINE DRAINW/DOME GRATERIM=1037.50FL=1034.11100YR HWEL=1031.21STORM STRUCTURE #A28" NYLOPLAST INLINE DRAINW/DOME GRATERIM=1038.10FL=1034.93100YR HWEL=1039.101 3 6 L . F . 1 5 " H D P E ( N - 1 2 ) @ S = 0 . 6 0 %111 L.F. 15" HDPE @ S= 1.00%TIE PROPOSED 6" ROOFDRAIN DOWNSPOUTS INTOPROPOSED 15" HDPE WITH15 X 6 TEE CONNECTION96 L. F . 6 " S A N S W E R S = 4 . 0 0 % INV = 1 0 3 4 . 0 4HYDSTORM STRUCTURE #4SW 401 MH (84" DIA)W/DOUBLE TYPE Q GRATERIM=1036.00FL(N)=1033.00FL(E)=1032.33FL(W)=1032.23RESTRICT OUTLET TO 16.72"DIA OPENING SEE C6.1INTAKE 100YR HWEL = 1036.371 0 3 L . F . 1 5 " H D P E ( N - 1 2 ) @ S = 0 . 6 0 %STORM STRUCTURE #A18" NYLOPLAST INLINE DRAINW/DOME GRATERIM=1040.15FL=1035.55100YR HWEL=1040.25213 L . F . 6 " W A T E R 8" T.S.&V80L.F. 8" WATER8"X6"TEE8"X6"REDUCER2" WATER6"FIRECRITICAL CROSSINGINV(6")=1031.82TOP(8")=1032.42BOT WATER=1033.90CRITICAL CROSSINGFL(36")=1033.50TAKE WATER UNDER STORMTOP WATER = 1031.90RCP SHALL BE GASKETEDCRITICAL CROSSINGFL(36")=1033.41BOT(36")1033.16TAKE WATER UNDER STORMTOP WATER = 1031.66FIRE HYDRANT ASSEMBLYW/VALVE FG=1039.60IIIIIIIIII II II GATE6' CHAIN LINK FENCE6' OPAQUE SCREENING FENCE6' VINYL SLAT OPAQUE SCREENING FENCE FULL HEIGHT DOCKOVERHEAD DOORSPROP. 10.41' INGRESS/EGRESS EASEMENT 907.36'S89°53'06"E902.83'S89°53'26"E90° BENDCRITICAL CROSSINGFL(36")=1034.40TAKE WATER UNDER STORMBOT WATER = 1032.15HYD8"x6" TEEHYDRANT ASSEMBLYFG=1040.4013LF - 6" WATER MAINFDCREINFORCED CONCRETETRANSFORMER PADPAD TO BE FLAT(PER MID-AMERICAN STANDARDS)SEE DETAIL C6.1R150'**TO BE EQUIPPEDW/KNOX SWITCH/PADLOCK**108STURCTURAL STOOP5'x5' (REF. ARCH.)9'19'STRUCTURAL STOOP5'x5' (REF. ARCH.)GATE**TO BE EQUIPPED W/KNOX SWITCH/PADLOCK**PROPOSED INGRESS/EGRESSEASEMENTGM**CRITICAL CROSSING**FL(36")=1034.16TAKE GAS UNDER STORMBOT GAS = 1032.15164 LF GASSERVICE.BY OTHERSRISER ROOMR150'R150'R150'26.00'M S00°06'54"W 121.70'MS89°53'06"E133.08'MN89°53'06"W29.4 7 ' M N23 ° 4 5 ' 3 3 " E CONNECT TO EXFENCE W/OWNER APPROVAL88 L.F. 6" WATER90° BEND45° BEND88 L.F. 8" WATER84 L. F . 8 " W A T E R 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.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.UTILITY 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:GILCREST JEWETT LOT 3 WESTGATE BUS. PARK PLAT 2MJW100045130296CB5-1-20186-4-20186-22-2018170322PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE030153060M:\LAND PROJECTS 2017\170322\DWG\C4.1 UTILITY.DWG6/26/2018 7:06:21 AM UPHYD SS1037.931037.64X XXXXXXWET DETENTIONPONDW.S. ELEV = 1031.6XX X X X X 1032 10331034103510361037103810381039104040.00' BUILDING SETBACK STORM SEWER and SURFACE WATER FLOWAGE EASEMENT (BK.2017 PG.3495)40' BUILDING SETBACK6' C H A I N L I N K F E N C E 6' C H A I N L I N K F E N C E GGGGGDD71113HY D PROP. 10.41' INGRESS/EGRESS HYDREINFORCED CONCRETETRANSFORMER PADPAD TO BE FLAT(PER MID-AMERICAN STANDARDS)SEE DETAIL C6.11089'19'PROPOSED INGRESS/EGRESSEASEMENTGM**CRITICAL CROSSING**FL(36")=1034.16TAKE GAS UNDER STORMBOT GAS = 1032.15164 LF GASSERVICE.BY OTHERS2' ROCK MAINTENANCE EDGELANDSCAPE EDGINGEXISTING TREESSODEXISTING TREESSODSODSODSODSODINSTALL NATIVE SEED -DISTURBED AREAS ONLYSW17PV15WO3RO3AC6DB6AC4DB6AC7MK10AB1SL8RO1BH3GD3JV5GD4WO1RO1KC1PE1LANDSCAPE NOTES:1.ALL SODDING, SEEDING & LANDSCAPE PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS, UNLESS SPECIFIEDOTHERWISE.2.SOD ALL DISTURBED AREAS WITHIN THE CONTRACT LIMITS, UNLESS NOTED OTHERWISE. SOD LIMITS SHOWN ON PLAN ARE FOR REFERENCE ONLY. FINAL LIMITSMAY 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 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.IDENTIFICATION TAGS MUST BE LEFT ON UNTIL AFTER ACCEPTANCE BY OWNER OR OWNER'S REPRESENTATIVE.8.PLANTING SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY THE WAUKEE DEVELOPMENT SERVICES DEPARTMENT.9.CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES, SHRUBS AND GROUND COVER BEDS TO A DEPTH OF 4 INCHES, UNLESS LOCATEDIN ROCKED LANDSCAPE.10.STAKE AND WRAP ALL DECIDUOUS TREES IMMEDIATELY AFTER PLANTING. STAKE ALL TREES ACCORDING TO THE STAKING DETAILS. CONTRACTOR SHALL ADJUSTAND MAINTAIN GUYING TENSION THROUGHOUT THE PLANT ESTABLISHMENT PERIOD.11.THE LANDSCAPING CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BEFORE STARTING ANY SITE WORK OR PLANTING. THE CONTRACTOR SHALL BERESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES.12.NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATION OF THE LANDSCAPE ARCHITECT AND SHALL BE APPROVED IN WRITING BYWAUKEE DEVELOPMENT SERVICES DEPARTMENT.13.ALL EDGING SHALL BE DURAEDGE 1/8" STEEL EDGING - COLOR GREEN, OR APPROVED EQUAL..14.CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OF WATERING FOR ALL NEW PLANTS FOR A PERIOD OF 30 DAYS.15.ALL SHRUB AND PERENNIAL PLANTING BEDS SHALL INCORPORATE TYPAR 3301 NONWOVEN LANDSCAPE FABRIC (OR SIMILAR) AND 3" THICK LAYER OF WASHEDRIVER ROCK (1.5" NOMINAL SIZE).16.ALL BEDS TO RECEIVE GRANULAR PRE-EMERGENT WEED CONTROL BEFORE AND AFTER ROCK IS INSTALLED.17.PROTECT EXISTING TREES ON SITE NOT SCHEDULED FOR REMOVAL.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:GILCREST JEWETT LOT 3 WESTGATE BUS. PARK PLAT 2MJW100045130296CB5-1-20186-4-20186-22-2018170322PRELIMINARY- NOT FOR CONSTRUCTION GRAPHIC SCALE030153060DO NOT CUT CENTRAL LEADERWRAP TRUNK WITH APPROVEDTREE WRAP TO FIRST BRANCH4" DEEP HARDWOOD MULCHCUT 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.4" DEPTH SHREDDED HARDWOODMULCHSCARIFY SIDES & BOTTOM OFPLANTING PITEVERGREEN TREE PLANTING (B&B)NOT TO SCALESCALE:CUT SYNTHETIC CORDS AROUNDROOTBALL AND TRUNK -ENTIRELYREMOVE WIRE BASKETS FROM BALLSET ROOTBALL ON UNDISTURBEDSUBGRADE3'-0"DO NOT PLACE MULCH INCONTACT WITH BASE OF TREEDECIDUOUS SHRUB DETAILEVERGREEN SHRUB DETAILPLANTING ON SLOPESFIRMLY COMPACT SAUCER(USE TOPSOIL)ORIGINAL GROUND LINESUB-SOILPLANTING PIT TWICETHE WIDTH OF ROOTBALL12SHRUB PLANTING (TYP)NOT TO SCALESCALE:PLANTING SCHEDULEM:\LAND PROJECTS 2017\170322\DWG\C5.1 LANDSCAPE.DWG6/26/2018 7:23:44 AM 3" ROCKGENERAL LANDSCAPE REQUIREMENTSTOTAL SQUARE FOOTAGE OF PROJECT AREA140,716 SFREQUIRED OPEN SPACE(15%)21,107 SFREQUIRED OPEN SPACE (15%)21,107 SFPROVIDED OPEN SPACE (33.5%)47,117 SFTOTAL LANDSCAPE UNITS (1 / 1000 SF OPEN SPACE)22GENERAL OPEN SPACE REQUIREMENTTOTAL REQUIRED OVERSTORY22TOTAL PROPOSED OVERSTORY17TOTAL REQUIRED SHRUBS22TOTAL PROPOSED SHRUBS27TOTAL OVERSTORY INCLUDE5 EXISTING TREES IN SOUTHWEST CORNER OF SITEPARKING PERIMETER REQUIREMENTSTOTAL LENGTH OF PARKING PERIMETER ADJACENT TO SE FRONTIER AVENUE117 LFREQUIRED OVERSTORY TREES (1 / 40 LF)3 TREESSOD: PROVIDE AND INSTALL SOD FROM LOCAL SUPPLIERS. AREAS TO BE SODDED MUST BE FREE OF ALL CONSTRUCTIONDEBRIS AND ANY DIRT CLUMPS OVER 1" IN DIAMETER. THOROUGHLY WATER SOD UPON INSTALLATION. CONTRACTOR TOMAINTAIN WATERING UNTIL SOD IS ESTABLISHED (ROOTS KNITTED INTO SUBSURFACE)MAINTENANCE EDGE DETAILNOT TO SCALESCALE:24"BUILDING WALLSTEEL EDGINGFINISHED GRADEEDGING STAKELANDSCAPE FABRICWEST BUFFER - ADJACENT TO R-4 ZONINGTOTAL LENGTH OF LOT124.99 LFREQUIRED OVERSTORY TREES (3 / 100 LF)3.75 (4) TREESREQUIRED SHRUBS (9 / 100 LF)11.25 (12) SHRUBSSEED: SEED TYPE TO BE "LOW GROW GRASS MIXTURE" SUPPLIED BY UNITED SEEDS (OR APPROVED EQUAL). INSTALL SEEDWITH MECHANICAL DRILL TYPE SEEDER AT A RATE OF 30 LBS PER ACRE. SEEDING DATES, SITE PREPARATION, SEEDINGINSTALLATION, WATER REQUIREMENTS, FERTILIZING, AND MOWING PER UNITED SEEDS TECH BULLETIN FOR SEED TYPE. 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:GILCREST JEWETT LOT 3 WESTGATE BUS. PARK PLAT 2MJW100045130296CB5-1-20186-4-20186-22-2018170322PRELIMINARY- NOT FOR CONSTRUCTIONM:\LAND PROJECTS 2017\170322\DWG\C6.1 DETAILS.DWG 6/20/2018 3:14:12 PM ADA PARKING SIGNNOT TO SCALEMUTCD R7-8 HANDICAPPEDPARKING SIGN WITH $100FINE (TYP)MUTCD R7-8A OR R7-8B'VAN ACCESSIBLE' SIGNFOR SPACE TO LEFT OF 9'WIDE PAINTED STRIPINGAISLE ONLY2" STEEL ROUNDOR SQUARE PIPEP.C.C. FOOTING12"4'-0" (MIN)6'-0" (MIN)NOT TO SCALER 2"R 1"MATCH PAVEMENTTHICKNESS6"4.5"3"12" COMPACTEDSUBGRADE95% STD PROCTOR2-6" LIFTS4000 PSIP.C.C.6" PCC, 4000 PSI(UNLESS NOTEDOTHERWISE PER PLAN)PAVING & CURB DETAIL5" PCC WALK12"SLOPE 1.5% (DESIRED - 2% MAX)FINISH WITH 3/4" RADIUS TOOLROADWAY PAVEMENT18"(DIRECTION SHOWN ON GRADING PLANS)VARIESSEALED 'E' JOINTSEE DETAIL A12" SUBGRADEPREP.1" NOMINAL5/8"RESILIENT JOINT FILLER1/2" JOINT SEALANT MATERIALDETAIL A: NOT TO SCALEEDGE WITH 1/4 INCH TOOL FOR LENGTH OF JOINTINDICATED IF FORMED; EDGING NOT REQUIREDWHEN CUT WITH DIAMOND BLADE SAWTURNED DOWN WALK DETAILSCALE NONEVARIES, 6" TYPParallel 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.Do not exceed 8.3% slope.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.567877568899 5' MIN 5 ' M INVARIESADA RAMP DETAILSSCALE NONENOT TO SCALESEE SECTION DETAIL 'A'AT RIGHTSECTION DETAIL 'A'CASTING SUPPORT PAD6"X45 DEGREEBEND10'-0" MIN.18"X18"X6" THICKSQUARE CONCRETE PADCLEANOUT DETAILPVC PIPE STUBFITTING CLEANOUTADADPTERTHREADED PLUGTERMINATION OF SERVICE LINEWYE FITTINGPROPOSED DOWNSPOUT (SIZE PER ARCH. PLANS)6" N-12 HDPE STORM SEWER@ MIN. S=1.00%(LOCATIONS PER PLAN)FLOOR SLABPROPOSED GROUNDCAP STORM PIPE AND EXTENDDOWNSPOUT INTO PIPE COVEREXTERIOR WALLPROPOSEDFOUNDATION WALL4"MIN.DEPTH VARIES PER PLANDOWNSPOUT CONNECTION DETAILNOT TO SCALE7.0'TRASH ENCLOSURE DETAILNOT TO SCALE7" PCC PAVEMENT10.0'14'(PER PLAN)REFERENCE ARCHITECTURALPLANS FOR ENCLOSURE DESIGNREFERENCE ARCHITECTURALPLANS FOR ENCLOSURE DESIGNSLOPE10.0'MIN.7" PCC PAVEMENTREVH7001-110-144DWG NO.1 OF 1SHEET1:40SCALEDWG SIZEA3130 VERONA AVEBUFORD, GA 30518PHN (770) 932-2443FAX (770) 932-2490www.nyloplast-us.comDRAIN BASIN WITH STANDARD GRATEQUICK SPEC INSTALLATION DETAILTITLEPROJECT NO./NAMEMATERIALDATEREVISED BY1-23-06DATEEBCDRAWN BY03-11-16NMH(5) ADAPTERANGLESVARIABLE 0° - 360°ACCORDING TOPLANS8" - 30"18" MIN WIDTH GUIDELINE8" MIN THICKNESS GUIDELINE(3) VARIABLE SUMP DEPTHACCORDING TO PLANS(6" MIN. ON 8" - 24", 10" MIN. ON 30"BASED ON MANUFACTURING REQ.)4" MIN ON 8" - 24"6" MIN ON 30"MINIMUM PIPE BURIALDEPTH PER PIPEMANUFACTURERRECOMMENDATION(MIN. MANUFACTURINGREQ. SAME AS MIN. SUMP)(3) VARIABLE INVERT HEIGHTSAVAILABLE (ACCORDING TOPLANS/TAKE OFF)THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHERGRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BEPLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.WATERTIGHT JOINT(CORRUGATED HDPE SHOWN)NYLOPLAST DRAIN BASIN WITH STANDARD GRATE1 - 8" - 30" STANDARD GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.2 - 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 8" & 10" STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045.3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065.4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4" - 24").5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.6 - 12" - 30" STANDARD GRATES SHALL MEET H-20 LOAD RATING.7 - 8" & 10" STANDARD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY; NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING.(6, 7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FORGUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BEDESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS.SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION.(1, 2) INTEGRATED DUCTILE IRONFRAME & GRATE TO MATCH BASIN O.D.THIS PRINT DISCLOSES SUBJECT MATTER IN WHICHNYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPTOR POSSESSION OF THIS PRINT DOES NOT CONFER,TRANSFER, OR LICENSE THE USE OF THE DESIGN ORTECHNICAL INFORMATION SHOWN HEREINREPRODUCTION OF THIS PRINT OR ANY INFORMATIONCONTAINED HEREIN, OR MANUFACTURE OF ANYARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERSIS FORBIDDEN, EXCEPT BY SPECIFIC WRITTENPERMISSION FROM NYLOPLAST.®©2011 NYLOPLAST(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERSAVAILABLE: 4" - 30" FOR CORRUGATED HDPE(ADS N-12/HANCOR DUAL WALL, ADS/HANCORSINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),PVC DWV (EX: SCH 40), PVC C900/C905,CORRUGATED & RIBBED PVCINSIDE OF INTAKE STRUCTURE NOT TO SCALEORIFICE DETAIL FOR INTAKE1"OUTLET PIPECL1/4 " THICK STAINLESSSTEEL PLATEWIDTH=HGT=24"3/8" DIA. EXPANSION BOLT (TYP) OPENING AS SPECIFIED(FRONT VIEW)TRANSFORMER PAD MOAT DETAIL NOT TO SCALEREINFORCED CONCRETETRANSFORMER PAD (PERCITY OF WAUKEE STANDARDS)REFERENCE ELECTRICAL PLANSTRANSFORMER3'3'3'3'3" RIVER ROCK,SCREENEDDURAEDGE 1/8"STEEL EDGING,COLOR GREENREINFORCED CONCRETETRANSFORMER PAD (PERCITY OF WAUKEE STANDARDS)3" RIVER ROCK,SCREENED3'2' 2'3'LINE TRENCH WITH SILT FENCEFABRIC (OR OTHER SOIL FABRICWITH EQUAL OR LOWERPOROSITY)DURAEDGE 1/8"STEEL EDGING,COLOR GREENBOTH SIDES "ALTERNATING"10.00'6.00'12"x42" CONC. FOOTING(TYP.)1"x8" TREATED LUMBER6' WOOD FENCE DETAIL NOT TO SCALE4"x6" TREATED TIMBER (TYP.)CEDAR BOARD GATE ENCLOSURE UPHYD2 0 . 0 ' B U I L D I N G S E T B A C K DYH SDS1037.931037.64XXXXXWET DETENTIONPONDW.S. ELEV = 1031.6EX MANHOLERIM=1039.36INV = 1028.23EX MANHOLERIM=1038.93INV = 1029.05STSTSTEX DBL INTAKEFL (8")= 1035.70FL (21")= 1034.92FL (36" W)= 1034.81EX DBL INTAKEFL (20")= 1035.16X X X X X SE FRONTIER AVE20' OVERLANDFLOWAGE EASEMENTBK 2000 PG 1229730' SURFACE WATERFLOWAGE EASEMENTBK 2000 PG 122851032 103310341035103610371038103810391040LOT 3WEST GATE BUSINESS PARK PLAT 2OWNER: GILCREST JEWETT LUMBER COZONING: M-1ALOT 4WEST GATE BUSINESS PARK PLAT 2OWNER: WAUKEE SELF STORAGE, LLCZONING: M-1ALOT 2WEST GATE BUSINESS PARK PLAT 2OWNER: S & P DEVELOPMENT, LLCZONING: M-1APARCEL C1037.7P50'22.54'TBM: TOP CASTELEV=1041.8540.00' BUILDING SETBACK STORM SEWER and SURFACE WATER FLOWAGE EASEMENT (BK.2017 PG.3495)120.95'52.24'WWWWW40' BUILDING SETBACK30' INGRESS EGRESSEASEMENT6' C H A I N L I N K F E N C E 6' C H A I N L I N K F E N C E S T S T S T S T S T S T S T S T D20'X20' WATER MAINEASEMENTBK 2000 PG 1229820' STORMSEWER EASEMENTBK 2000 PG 12292INV=1028.80INV=1030.2±FIELD VERIFYMHRIM=1040.25FL(E)=1034.22FL(S)=1034.16WILLOW BROOK PLAT 1OWNER: WILLOW BROOK TOWNHOMEASSOCIATIONZONING: R-4 GGGGGGDD71113PROPOSED OFFICE /WAREHOUSE 39,910S.F.OFFICE = 3,810SF, WHRS = 36,100PARKING PROVIDED = 49 SPACESPARKING REQUIRED = 47 SPACES(1SP/1,000SF WHRS, 1SP/400SF OFFICE)FF=1041.00HY D IIIIII GATE6' CHAIN LINK FENCE6' OPAQUE SCREENING FENCE6' VINYL SLAT OPAQUE SCREENING FENCE FULL HEIGHT DOCKOVERHEAD DOORSPROP. 10.41' INGRESS/EGRESS EASEMENT 907.36'S89°53'06"E902.83'S89°53'26"EHYDREINFORCED CONCRETETRANSFORMER PADPAD TO BE FLAT(PER MID-AMERICAN STANDARDS)SEE DETAIL C6.1**TO BE EQUIPPEDW/KNOX SWITCH/PADLOCK**108STURCTURAL STOOP5'x5' (REF. ARCH.)9'19'104210411040103910381037103710 4 0STRUCTURAL STOOP5'x5' (REF. ARCH.)GATE**TO BE EQUIPPED W/KNOX SWITCH/PADLOCK**PROPOSED INGRESS/EGRESSEASEMENTGM**CRITICAL CROSSING**FL(36")=1034.16TAKE GAS UNDER STORMBOT GAS = 1032.15164 LF GASSERVICE.BY OTHERS26.00'M S00°06'54"W 121.70'MS89°53'06"E133.08'MN89°53'06"W29.4 7 ' M N23 ° 4 5 ' 3 3 " E CONNECT TO EXFENCE W/OWNER APPROVAL10401037SFS F SFS F SFS F SFS F SFSFS F S F S F S F S F S F S F S F S F S F S F S F S F S FSFSFSFSFSFSFSFSFSFSFSFSFSF TEMP ROCK CONSTRUCTION ENTRANCEMIN. DIMENSIONS = 24' X 50'3" CLEAN ROCK OVER GEOTEXTILE**SEE DETAIL THIS SHEETDISTURBANCE LIMITSBELOW GRADESEDIMENT BASKET (TYP)SFS FSFS F SFS FTOPSOILSTOCKPILE STAGING, OUTHOUSE, DUMPSTER, &CONTAMINANT CONTAINMENT DEVICEBELOW GRADESEDIMENT BASKET (TYP)SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFS F SILT SOCK/WATTLE &GEO-FABRIC SCREENSILT FENCE (TYP)**SEE DETAIL THIS SHEETPOINT OFDISCHARGE24" FESQ100=14.33CFSEROSION STONE DIMENSIONSL= 20'W= TO THE 1034.00 ELEV.T= 1.25'DISTURBANCE LIMITS30" FESFL=1031.93EROSION STONE DIMENSIONSL= 10'W= TO THE 1034.00 ELEV.T= 1.25'(SEE DETAIL THIS SHEET)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:GILCREST JEWETT LOT 3 WESTGATE BUS. PARK PLAT 2MJW100045130296CB5-1-20186-4-20186-22-2018170322PRELIMINARY- NOT FOR CONSTRUCTION GRAPHIC SCALE040204080STORM WATER POLLUTION PREVENTION PLANVICINITY MAPSCALE: 1' = 1,000'IOWAONE 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.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 11,050: CONCRETE WASHOUT,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.ULTIMATE DISCHARGE AND NEAREST NAMED WATERBODY IS SUGAR CREEK.11.IF DEWATERING IS NEEDED FOR ANY REASON, DISCHARGE OF WATEROFFSITE IS TO CONFORM WITH THE GENERAL PERMIT #2 REQUIREMENTS.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.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 RISERSIGNDSCOHYD I CVWWSOYADREEMEELECEJEPGMGVA/CTTELTTSFOF/OTVWWVNOT 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 BAGM:\LAND PROJECTS 2017\170322\DWG\C7.1 SWPPP.DWG6/26/2018 8:27:40 AM PROPERTY DESCRIPTION:LOT 3, WESTGATE BUSINESS PARK PLAT 2, AN OFFICIALPLAT, WAUKEE, DALLAS COUNTY, IOWA .SAID TRACT OF LAND BEING SUBJECT TO AND TOGETHERWITH ANY AND ALL EASEMENT OF RECORD.ADDRESS:800 FRONTIER AVEWAUKEE, IOWAOWNER:GILCREST JEWETT LUMBER COMPNAY1100 ALICES ROADPO BOX 1000WAUKEE, IA 50263515-987-3600SITE AREA:TOTAL SITE AREA =140,716 S.F. = 3.23 ACRESBENCHMARK:PROJECT TBM : TOP OF CASTING ON FIRE HYDRANTLOCATED AT THE NORTHWEST CORNER OF SITE.ELEVATION = 1041.85EROSION CONTROL QUANTITIESBELOW GRADE INLET PROTECTION4 EACONSTRUCTION ENTRANCE 40 TONS ROCKSILT FENCE 1,400 LF.SODDING23,455 S.F.TEMPORARY STABILIZATION(SUDAS TYPE 4 SEED OR MULCH)23,455 S.F. John B. Overton Signature DateRegistration Expires: 6/30/2019 Sheets covered by this seal: -I hereby certify that the portion of this technicalsubmission was prepared by me or under my directsupervision and responsible charge. I am duly alicensed architect under the laws of the State ofIowa.PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALEDATE:12" = 1'-0"A.0Cover PagePDS 3775Gilcrest JewettConcept Plan B800 SE Frontier AveWaukee, Iowa07-14-1706-14-1806-20-18DRAWING LISTA.0 Cover PageA.0.1 Building Code ReviewA.0.2 Accessibility StandardsA.0.5 Code Review - SeparationA.0.6 Code Review - OccupancyA.0.7 Code Review - EgressA.1 ElevationsA.2 ElevationsA.4 Main FloorA.5 Mezzanine FloorA.6 Building SectionA.6.1 Building SectionsARCHITECTURALSTRUCTURALCivil EngineerMechanical ContractorElectrical ContractorPlumbing ContractorSprinkler Systems ContractorHVAC -Plumbing -Electrical -Design / Energy ReviewAPPLICABLE CODES (CITY OF WAUKEE, IOWA)GILCREST- JEWETT LUMBERWAREHOUSEWAUKEE, IOWAPROJECT TEAMSHEET INDEXPROJECT LOCATIONBUILDING DATAVICINITY LOCATIONCompany NameCompany AddressPH:FX:Plum Building Systems1100 SE Alice's RoadWaukee, IowaPH: 515-978-6260Company NameCompany AddressPH:FX:Company NameCompany AddressPH:FX:Company NameContractor NamePH:FX:Company NameCompany AddressPH:FX:Company NameCompany AddressPH:FX:Company NameContractor NamePH:FX:WebsiteCompany NameEngineer NameCompany AddressPH:FX: WebsitePAGE NO.PAGE NAMESTRUCTURAL DRAWING LIST NOT FOR CONSTRUCTIONTHESE PLANS HAVE NOT BEEN APPROVED FOR FINAL CONSTRUCTIONPLEASE CALL OR SEE OWNER FOR UPDATED PLANSFirst Floor0' -0"Second Floor11' -6"First Flr Wall Hgt9' -9 1/4"Second Flr Wall Hgt20' -0"8' - 6"1' - 8 3/4"9' - 9 1/4"11228' - 0 1/2"First Floor0' -0"Second Floor11' -6"First Flr Wall Hgt9' -9 1/4"Second Flr Wall Hgt20' -0"9' - 9 1/4"1' - 8 3/4"8' - 6"CMU- SPLIT FACE1 1/2" EIFSLIGHT STONE COLORMETAL ROOFMETAL ROOFMETAL CORNER TRIM-HUNTER GREENSTAR- AVP PANELSLIGHT STONE COLOR1" 12"1" 12"4/124/12CMU- SPLIT FACEOLDCASTLE- BROWNAND MISSOURI WHITEBRICK VENEERCOLOR??BRICK FLASHING WITH 3" COVERAGELIGHT STONE COLORBRICK FLASHING WITH 3" COVERAGELIGHT STONE COLORFLASHING WITH 1 1/2" COVERAGE METAL CORNER TRIMCOLO RO MATCH SIDE PANELSBLOCK CAPPING WITH 3" COVERAGEWINDSOR WINDORHUNTER GREENWINDOW COLORROOF PANELSSTAR- SUPERLOK 16" PANELS-FIELD SEAMED-HUNTER GREEN COLORROOF PANELSSTAR- SUPERLOK 16" PANELS-FIELD SEAMED-HUNTER GREEN COLORPLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALE© 2017 PLUM BUILDING SYSTEMS, LLC. All Rights Reserved.As indicatedA.1ElevationsPDS 3775Gilcrest JewettConcept Plan B800 SE Frontier AveWaukee, Iowa07-14-1706-14-1806-20-18Scale:1/8" = 1'-0"1REAR ELEVATIONScale:1/8" = 1'-0"2FRONT ELEVATION 1 / 12 1 / 121 / 124 / 12 4 / 12RUBBER MEMBRANE ROOF WITH CENTER DRAINMETAL ROOF METAL ROOFROOF PANELSSTAR- SUPERLOK 16" PANELS-FIELD SEAMED-HUNTER GREEN COLORFirst Floor0' -0"Second Floor11' -6"First Flr Wall Hgt9' -9 1/4"Second Flr Wall Hgt20' -0"8' - 6"1' - 8 3/4"9' - 9 1/4"1241/124' - 9"First Floor0' -0"Second Floor11' -6"First Flr Wall Hgt9' -9 1/4"Second Flr Wall Hgt20' -0"8' - 6"1' - 8 3/4"9' - 9 1/4"1241/12PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:PROJECT ID:1100 SE ALICE'S ROAD. WAUKEE, IOWA 50263PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:TELEPHONE 515 978 6260 FAX 515 978 6261THIS PAGE IS INTENDED TO BE PRINTED ON 24"X36" PAPER TO BE TO SCALE© 2017 PLUM BUILDING SYSTEMS, LLC. All Rights Reserved.As indicatedA.2ElevationsPDS 3775Gilcrest JewettConcept Plan B800 SE Frontier AveWaukee, Iowa07-14-1706-14-1806-20-18Scale:1" = 30'-0"3ROOF PLANScale:3/32" = 1'-0"1RIGHT ELEVATIONScale:3/32" = 1'-0"2LEFT ELEVATION Ground Floor0' -0"Top of Wall7' -0"7' - 0"4" CAST STONE CAPSPLITFACE CMU WALL6" DIA. CONCRETE FILLED PIPEGround Floor0' -0"Top of Wall7' -0"7' - 0"METAL SLAT GATE W/ METAL FRAMEMETAL PANEL GATESMIN 10'-0" CLEAR OPENING15' - 0"18' - 0"2' - 0"14' - 0"2' - 0"15' - 0"18' - 0"PLUM DESIGN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR STRUCTURAL OR DIMENSIONAL ERRORS OR OMISSIONS. WE ARE NOT A LICENSED ARCHITECT OR ENGINEER. THESE PLANS ARE PROVIDED ON AN "AS IS" BASIS AND IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER TO VERIFY AND CHECK ALL NOTES, DETAILS, ELEVATIONS, SECTIONS, AND FLOOR PLANS PRIOR TO CONSTRUCTION. THE CONTRACTOR AND/OR OWNER SHALL NOTIFY PLUM DESIGN SERVICE, INC. IMMEDIATELY IF ANY ERRORS OR OMISSION FOR POSSIBLE CORRECTION ARE IDENTIFIED PRIOR TO START OF CONSTRUCTION. NO WARRANTIES EXPRESS OR IMPLIED INCLUDING COMPLIANCE WITH THIS PLAN WITH APPLICABLE BUILDING CODES REQUIREMENTS ARE MADE.DATE:DATE:DATE:REVISIONS:PROJECT ID:1000 ALICE'S ROAD. WAUKEE, IOWA 50263-1000TELEPHONE 515 978 6260 FAX 515 978 6261PLUM DESIGN SERVICESDATE:DATE:DATE:ISSUE DATE:DATE:DATE:As indicatedA.1Trash EnclosurePDS 3775Trash EnclosureWaukee, IA6-26-18Scale:1/4" = 1'-0"2RIGHT ELEVATIONScale:1/4" = 1'-0"1FRONT ELEVATIONScale:3/8" = 1'-0"3Ground FloorAREA SCHEDULENAME SQ FTGarage 276 SF276 SF