HomeMy WebLinkAbout2018-08-20-J12 Tommys Car Wash_Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: August 20, 2018
AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Tommy’s
Car Wash (180 SE Alice’s Road)
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: TCWI, requests approval of a site plan to allow for the
construction of a single-story, carwash building. The building is
approximately 5,030 square feet in area, located at 180 SE Alice’s Road. A
trash enclosure is proposed at the southwest corner of the site. Vacuums are
proposed in the parking lot, located south 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
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 August 14, 2018 Commission Meeting and
recommended approval subject to remaining staff comments:
Approval for a Site Plan for Tommy’s Carwash (180 SE Alice’s Road)
City Planner, Melissa DeBoer, introduced the request made by the applicant, TCWI. The applicants
are requesting approval of a site plan for the property located south if Hickman Road and west of SE
Alice’s road for the construction of a Car Wash.
Mrs. DeBoer advised that the project would involve the construction of a building approximately
5,030 square feet in area, with vacuums to the south of the building and a trash enclosure at the
southwest corner of the site. Access is provided through shared ingress, egress private drives within
the Waukee market Place Plat 2 development. All parking, landscaping, open space, and lighting
requirements have been satisfied at this time. Public utilities will be available to the site, and storm
water detention will be provided in the basins located along the east side of the site.
Staff recommends approval of the site plan for Tommy’s Carwash subject to remaining staff
comments.
Commissioner Tietz questioned what the intended flow of traffic is for the site. A
representative of the Applicant, Mike, advised that the intent is to wrap to the front of the
building, wash the car, use the vacuums, and exit.
Commissioner Hoifeldt questioned the purpose of the unique shape of the building. Mr. Mike
advised that it is a franchise building so the look is consistent with other buildings. It is a
J12
conveyor system with 3 pay lanes, ability for app based payments, and the choice of one time
washes or a monthly subscription.
Commissioner Tietz questioned what the hours of operation would be. Mr. Mike advised the
hours had not been worked out yet, but the operation would not be open overnight. More than
likely, a seasonal based hour schedule would be created such as 7am to 8 pm.
Commissioner Sandie questioned where the next full access was on SE Alice’s Road. Director
of Development, Brad Deets, advised the full access into the sight would be at the intersection
of SE Alice’s Road and SE Laurel Street, which would be a lighted intersection.
Commissioner Streit moved to approve a Site Plan for Tommy’s Carwash (180 SE Alice’s Road)
subject to any remaining staff comments. Commissioner Hoifeldt seconded the motion. Ayes: Ward,
Sandie, Streit, Tietz, Broderick, and Hoifeldt. Nays: None. 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 TOMMY’S CAR WASH (180 SE ALICE’S ROAD)
IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA
WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal
Organization; AND,
WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of
the Site Plan for Tommy’s Car Wash, subject to remaining staff comments on August 14, 2018;
AND,
WHEREAS, the Site Plan for Tommy’s Car Wash is in general conformance with §304 – Site
and Building Development Standards Ordinance of the Waukee Municipal Code; AND,
WHEREAS, the Site Plan for Tommy’s Car Wash 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 20th day of August, 2018 that the Site Plan for Tommy’s Car Wash 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: Tommy’s Carwash – Site Plan PREPARED BY: Melissa DeBoer, AICP – Planner II
REPORT DATE: August 10, 2018
MEETING DATE: August 14, 2018
GENERAL INFORMATION
Applicant: TCWI
Owner: Hurd Waukee, LLC
Engineer: Joel Jackson, PE, Bishop Engineering
Request: The applicant is requesting approval of a site plan
for a car wash.
Location and Size: Property is located south of Hickman Road and
west of SE Alice’s Road, containing approximately
1.28 acres.
Property Address: 180 SE Alice’s Road
AREA MAP
ABOVE: Aerial of subject property (outlined in YELLOW) in relation to the surrounding area.
August 10, 2018
2 of 3
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Vacant – Undeveloped Community Village PD/C-1 (Planned
Development/Community &
Highway Service Commercial
District)
North Commerical (Hy-Vee, Hy-
Vee Gas, Westbank, & U of I
Community Credit Union)
Community Village C-1B (Large Scale
Commercial District)
South Vacant – Undeveloped Community Village PD/C-1 (Planned
Development/Community &
Highway Service Commercial
District) & PD/C-1A (Planned
Development/Neighborhood
Commercial District)
East Warehouse Building (Former
Atlantic Bottling)
Community Village M-1 (Light Industrial District)
West Vacant – Undeveloped Community Village PD/C-1 (Planned
Development/Community &
Highway Service Commercial
District) & PD/C-1A (Planned
Development/Neighborhood
Commercial District)
PROJECT DESCRIPTION
The project involves the construction of a carwash building that is proposed to be approximately 5,030 square
feet in area.
The site plan also identifies vacuums to the south of the proposed building and a trash enclosure at the
southwest corner of the site.
ACCESS AND PARKING
Access to this site is provided through shared ingress/egress private drives within the Waukee Market Place
Plat 2 development. One drive is located on the east of the building and the other on the west. The main
access into the plat is from SE Alice’s Road, located to the north of the subject property.
A total of 11 parking spaces are required for this facility, this includes 2 spaces per 1,000 square feet of
building area. The total amount of parking proposed is 14 spaces including 1 accessible space. The applicant
has also provided adequate queuing space for the site. The proposed site plan meets the parking requirements
of the ordinance.
SIDEWALKS/TRAILS
A 10 foot wide trail will be constructed along SE Alice’s Road with the City’s improvements project. A five
foot wide sidewalk will provide pedestrians access from the trail into the subject site. Five foot wide sidewalks
provide pedestrians access throughout the subject site and connect to the neighboring lots in order to
continue pedestrian access throughout the development.
August 10, 2018
3 of 3
UTILITIES
This site will be serviced with all public utilities. Storm water detention will be provided in detention basins
located along the east side of the site.
LANDSCAPING & OPEN SPACE
A minimum of 20% of the project area is required to be open space. The total amount of open space
proposed is 32%. The applicant has provided the required amount of plantings per the landscaping ordinance.
ELEVATIONS
The proposed building is a single story building. The elevations of the building are proposed to be constructed
of a large variety of materials. The materials include prefinished metal panels in a red color, cement board
panels, prefinished metal coping, aluminum flat stock in black, a metal panel system, split faced concrete
masonry unit, and a storefront glazing system. An acrylic roof system is proposed.
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 Tommy’s Carwash subject to remaining staff comments.
TOMMYS CARWASHSITE PLANIOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.PROPERTY DESCRIPTION:LOT 3 WAUKEE MARKET PLACE PLAT 2SAID TRACT OF LAND BEING SUBJECT TO AND TOGETHER WITH ANY AND ALLEASEMENTS OF RECORD.1.28 ACRES (55,999 SQUARE FEET)ADDRESS:150 SE ALICE'S RDWAUKEE, IA 50263OWNER:HURD WAUKEE LLC2000 FULLER RDWEST DES MOINES, IA 50265PREPARED FOR:TCWI13409 DOUGLAS PARKWAYURBANDALE, IA 50323PHONE: (515)-554-2887ZONING:C-1 COMMUNITY AND HIGHWAY SERVICE COMMERCIAL DISTRICTPD - PLANNED DEVELOPMENT DISTRICT (OVERLAY)FRONT YARD SETBACK = 30 FEETSIDE YARD SETBACK = NONE REQUIREDREAR YARD SETBACK = 30 FEETPARKING REQUIREMENTS:2 SPACES PER 1,000SF & QUEUING CAPACITY EQUAL TO 2 PER SERVICECAPACITYPARKING REQUIRED = (5030/1000)*2 = 11 STALLSPARKING PROVIDED = 14 STALLS (INLC. 1 HC STALL)OPEN SPACE REQUIREMENTS:20% OPEN SPACE REQUIREDTOTAL SITE AREA = 55,999 SFOPEN SPACE REQUIRED = 11,200 SF (20%)OPEN SPACE PROVIDED = 17,841 SF (31.9%)IMPERVIOUS SURFACE:TOTAL SITE AREA = 55,999 SFPROPOSED IMPERVIOUS = 38,158 SF (68.1%)BENCHMARK:BASIS OF BEARING OBTAINED FROM GPS OBSERVATIONS DATUM = NAD83, IOWA SOUTHBENCHMARK DATUM = NAVD88, GEOID 12A)POINT #1NORTHING = 588218.28EASTING = 1543568.73ELEVATION = 1036.07DESCRIPTION: 1/2" IRON ROD BPC 18381NW CORNER OF LOT 7POINT #8NORTHING = 587885.58EASTING = 1543827.57ELEVATION = 1042.17DESCRIPTION: 1/2" IRON ROD BPC 18381SE CORNER OF LOT 7VICINITY MAPSCALE: NOT 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.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 SHEETC0.2SITE SURVEYC2.1LAYOUT PLANC3.1GRADING PLANC4.1UTILITY PLANC5.1LANDSCAPE PLANC6.1DETAILS SHEETC7.1SWPPPUTILITY 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 AN 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.SURVEY WORK WAS COMPLETED BY BISHOP ENGINEERING ON 4/10/2018. SEE SITE SURVEYPROVIDED AS PART OF THIS SET OF PLANS FOR EXISTING SITE CONDITIONS AND BOUNDARYINFORMATION.GENERAL NOTES:1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND SUDAS STANDARD SPECIFICATIONS AND ANYAND ALL CITY/COUNTY SUPPLEMENTAL SPECIFICATIONS. THE CITY OF WAUKEE MUST BE NOTIFIED BY ALL CONTRACTORS 48 HOURS PRIOR TO COMMENCING WORK.2.IN EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS SHALL GOVERN.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES. ANY DAMAGE TO SAID UTILITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.4.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT O.S.H.A. CODES AND STANDARDS. NOTHING INDICATED ON THESE PLANS SHALL RELIEVE THECONTRACTOR FROM COMPLYING WITH THE APPROPRIATE SAFETY REGULATIONS.5.ALL NECESSARY CONSTRUCTION SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES REQUIRED DURING CONSTRUCTION WILL BE FURNISHED BY THECONTRACTOR. SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES MUST BE IN CONFORMANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICESFOR STREETS AND HIGHWAYS."6.BISHOP ENGINEERING SHALL NOT BE LIABLE FOR ANY INJURIES THAT HAPPEN ON SITE. THIS SHALL INCLUDE BUT NOT BE LIMITED TO TRENCH COLLAPSES FROMVARYING SOIL CONDITIONS OR INJURIES CAUSED BY UNDERGROUND UTILITIES INCLUDING UTILITIES THAT ARE NOT SHOWN ON PLAN.7.THE CONTRACTOR IS LIABLE FOR ALL DAMAGES TO PUBLIC OR PRIVATE PROPERTY CAUSED BY THEIR ACTION OR INACTION IN PROVIDING FOR STORM WATER FLOWDURING CONSTRUCTION. DO NOT RESTRICT FLOWS IN EXISTING DRAINAGE CHANNELS, STORM SEWER, OR FACILITIES.8.THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SCHEDULE FOR PERFORMANCE OF WORK ITEMS. THIS SCHEDULE SHALL BE PROVIDED BY THE CONTRACTOR ATTHE PROJECT PRECONSTRUCTION CONFERENCE. NO WORK SHALL BEGIN UNTIL A SCHEDULE HAS BEEN SUBMITTED AND ACCEPTED. THE CONTRACTOR SHALL THENPERFORM WORK TO CONFORM TO THE ACCEPTED SCHEDULE.9.LABORATORY TESTS SHALL BE PERFORMED BY THE OWNER UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDE SAMPLES OF MATERIAL REQUIRED FORLABORATORY TESTS AND TESTING IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS.10.SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED OR PAID FOR SEPARATELY.11.THE CONTRACTOR SHALL PROTECT ALL STRUCTURES NOT SHOWN AS REMOVALS ON THE PLANS.12.THE CONTRACTOR SHALL OBTAIN ANY AND ALL NECESSARY PERMITS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL WORK WITH OWNER OR OWNERSREPRESENTATIVE ON ALL REQUIRED STORM WATER DISCHARGE PERMITS FROM THE IOWA DEPARTMENT OF NATURAL RESOURCES AND THE CITY OF WAUKEE.13.GRADING AND EROSION CONTROL SHALL BE DONE IN ACCORDANCE WITH THE APPROVED GRADING PLAN, SWPPP, NPDES DOCUMENTS, AND IOWA DEPARTMENT OFNATURAL RESOURCES REQUIREMENTS.14.THE CONTRACTOR SHALL PICK UP ANY DEBRIS SPILLED ONTO THE ADJACENT RIGHT OF WAY OR ABUTTING PROPERTIES AS THE RESULT OF CONSTRUCTION, AT THEEND OF EACH WORK DAY AND PRIOR TO A RAIN EVENT.15.THE CONTRACTOR IS RESPONSIBLE FOR THE PROMPT REMOVAL OF ALL MUD THAT HAS BEEN TRACKED OR WASHED UNTO ADJACENT PROPERTY OR RIGHT OF WAYUNTIL SUCH TIME THAT PERMANENT VEGETATION HAS BEEN ESTABLISHED.16.DISPOSE OF ALL EXCESS MATERIALS AND TRASH IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS. PROVIDE WASTE AREAS OR DISPOSAL SITESFOR EXCESS MATERIALS NOT DESIRABLE FOR INCORPORATION INTO THE PROJECT.17.PROPOSED SITE IMPROVEMENTS SHALL NOT INTERFERE WITH OR DELAY ALICE'S ROAD IMPROVEMENTS CONTRACTOR. SITE OWNER'S CONTRACTOR SHALLCOORDINATE WITH ALICE'S ROAD CONTRACTOR AND CITY STAFF.18.ANY PROPOSED CHANGES TO THE PLAN SET SHALL BE APPROVED IN WRITING BY THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT.19.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOT BEEN GRANTED APPROVAL IN WRITING BY THE CITY OFWAUKEE DEVELOPMENT SERVICES DEPARTMENT.20.SURFACED ACCESS TO PAVEMENT WILL BE REQUIRED IF DEVELOPER DOES NOT PROVIDE PAVED ROAD PRIOR TO THIS SITE BEGINNING CONSTRUCTION.PAVING NOTES:1.THE PAVING/ GRADING CONTRACTOR SHALL BACKFILL THE PAVING SLAB AND FINE GRADE THE RIGHT OF WAY AS SOON AFTER THE PAVING AS POSSIBLE. ALL AREASSHALL BE SODDED IN ACCORDANCE WITH CITY OF WAUKEE STANDARD SPECIFICATIONS AND THE CURRENT VERSION OF SUDAS.2.SUBGRADE PREPARATION AND PAVEMENTS WILL BE CONSTRUCTED FOLLOWING RECOMMENDATIONS IN THE SOILS REPORT. APPROVED SOILS ENGINEER MUST SIGNOFF 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) AS PER A.D.A. REGULATIONS. PANELTYPE & COLOR SHALL BE PER CITY STANDARD.5.ALL WALKS, PARKING LOTS, HANDICAP PARKING, RAMPS, ETC. SHALL COMPLY WITH ALL A.D.A. AND CITY CODES. HANDICAP PARKING SIGNAGE IS REQUIRED FOR ALLHANDICAP STALLS AND SHALL BE CONSIDERED INCIDENTAL. IN EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE A.D.A./CITY CODES THE A.D.A./CITY CODESSHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING A.D.A. CODES ARE MET.UTILITY NOTES:1.QUANTITY CALLOUTS ON PIPE LENGTHS ARE APPROXIMATE AND SHOULD BE USED FOR REFERENCE ONLY.2.THE CONTRACTOR SHALL PROVIDE AS-BUILTS OF ALL UTILITIES, INCLUDING DEPTH AND LOCATION OF ALL SERVICES.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND ALL COSTS ASSOCIATED WITH AS-BUILT TOPO OF DETENTION POND & DETENTION POND STORMSEWER. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING BISHOP ENGINEERING (JOEL JACKSON AT 515-276-0467) TO PERFORM SAID AS-BUILT SURVEY. IFDETENTION PONDS HAVE BEEN GRADED INCORRECTLY, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUBSEQUENT AS-BUILT TOPO SURVEYS UNTIL ISSUES HAVEBEEN RECTIFIED.4.THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OF ANY AND ALL EXISTING AND PROPOSED UTILITIES TO PROPOSED GRADES. EXISTING UTILITIES SHALL BERAISED OR LOWERED IN ACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS. ANY NECESSARY ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TOCONSTRUCTION.5.ACTIVE EXISTING FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED, REROUTED, OR CONNECTED TO PUBLIC OR PRIVATE STORM SEWER TOREMAIN IN SERVICE.6.ALL PROPOSED RCP STORM SEWER PIPE JOINTS SHALL BE FABRIC WRAPPED AND THE LAST 3 PIPE SECTIONS ON THE APRON SHALL BE TIED WITH RF-14 TYPE IICONNECTORS. 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 THEWATERMAIN WITH 18" OF COMPACTED LOW PERMEABILITY SOIL BETWEEN THE UTILITIES WITHIN 10' OF THE CROSSING.9.MANDREL AND PRESSURE TESTS SHALL BE REQUIRED FOR ALL PROPOSED SANITARY LINES. TELEVISING OF THE SANITARY SEWER SYSTEM SHALL BE COMPLETEDPRIOR TO PAVING UNLESS OTHERWISE APPROVED BY JURISDICTION.10.WATERMAINS SHALL BE C-900. SIZE OF WATERMAIN AS SHOWN ON PLANS.11.THRUST BLOCKS SHALL BE INSTALLED AS REQUIRED AND SHALL BE CONSIDERED INCIDENTAL TO WATERMAIN CONSTRUCTION.12.PROPOSED WATERMAIN SHALL BE PRESSURE TESTED, BACTERIA TESTED AND CHLORINATED. THE FILLING OF THE WATER MAIN SHALL BE DONE BY THE CITY OFWAUKEE.13.TRACER WIRE SHALL BE ADDED TO ALL WATER MAIN, AND BROUGHT TO THE SURFACE AT EVERY HYDRANT.14.ALL HYDRANTS WILL IMMEDIATELY BE COVERED WITH A BLACK PLASTIC BAG (OR EQUIVALENT) ONCE THE HYDRANT IS INSTALLED. THE CITY OF WAUKEE WILL NOTIFYTHE CONTRACTOR WHEN THE BAGS CAN BE REMOVED.15.THE MINIMUM HYDRANT LEAD SHALL BE 3.5 FEET.16.ALL HYDRANTS ARE TO HAVE 4" STORZ FITTINGS17.CONTRACTOR TO COORDINATE TIE-INS TO EXISTING UTILITIES WITH THE CITY OF WAUKEE PUBLIC WORKS DEPARTMENT.18.CITY OF WAUKEE TO WITNESS ALL TESTING OF UTILITESREFERENCE 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:TOMMY'S CARWASH
150 SE ALICE'S ROAD - WAUKEE, IACLTJEJ1ST CITY SUBMITTAL 5/22/182ND CITY SUBMITTAL 6/5/183RD CITY SUBMITTAL 7/3/184TH CITY SUBMITTAL 7/31/18180197PRELIMINARY- NOT FOR CONSTRUCTIONM:\LAND PROJECTS 2018\180197\DWG\C0 COVER.DWG7/31/2018 4:28:01 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 / MECDSMDesignLocates@midamerican.com)2. STORM AND SANITARY (CITY OF WAUKEE / troyer@waukee.org)3. FIBER OPTIC (MI-FIBER / jack@grm.net)4. CABLE (MEDIACOM / pmay@mediacomcc.com)5. GAS (CITY OF WAUKEE / troyer@waukee.org)6. WATER (CITY OF WAUKEE / troyer@waukee.org)EARTHWORK BALANCE NOTES:1.SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED OR PAIDFOR SEPARATELY. CONTRACTOR RESPONSIBLE FOR MAKING THE SITE EARTHWORK BALANCE.2.THIS INCLUDES BUT IS NOT LIMITED TO TOPSOIL, POOR SOILS AND STRUCTURAL FILL NECESSARY TO MEET PROJECTPLANS AND SPECIFICATIONS.FIELD TILE NOTES:1.ACTIVE EXISTING FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED, REROUTED, ORCONNECTED TO PUBLIC OR PRIVATE STORM SEWER TO REMAIN IN SERVICE. CONNECT TO STORM SEWER WITH ANINSERT-A-TEE OR DIRECTLY TO A STORM STRUCTURE.2.IT IS ANTICIPATED THAT THE SITE CONTAINS FIELD TILES, HOWEVER, LIMITED INFORMATION IS AVAILABLE.3.THIS WORK WILL BE ELIGIBLE FOR A CHANGE ORDER IF, AND ONLY IF, PROPOSED SITE STORM SEWER IS NOT WITHIN 50FEET OF THE FIELD TILE.4.CONTRACTOR SHALL PROVIDE AS-BUILTS OF FIELD TILES TO BISHOP ENGINEERING.DETENTION BASIN AS-BUILTS:THE CONTRACTOR SHALL BE RESPONSIBLE FOR COST OF AS-BUILT TOPO OF ALL DETENTION PONDS & DETENTION PONDSTORM SEWER. CONTRACTOR SHALL CONTACT BISHOP ENGINEERING (JOEL JACKSON AT 515-276-0467) TO PERFORMSAID AS-BUILT SURVEY. IF DETENTION PONDS HAVE BEEN GRADED INCORRECTLY, CONTRACTOR SHALL BERESPONSIBLE FOR ALL SUBSEQUENT AS-BUILT TOPO SURVEYS UNTIL ISSUES HAVE BEEN RECTIFIED.AS-BUILTS WILL INCLUDE:-TOPO SURVEY-VERIFY RESTRICTOR PLATES-CAPACITY VOLUME CALCULATIONS-STORM SEWER RIM AND INVERT AS-BUILTS AROUND PONDS.**CONTRACTOR SHALL CONTACT BISHOP ENGINEERING FOR POND AS-BUILTS AFTER TOPSOIL RESPREAD AND BEFORESEEDING HAS TAKEN PLACE**AFTER DETENTION BASINS HAVE BEEN AS-BUILT AND APPROVED, BISHOP ENGINEERING SHALL PROVIDE A SIGNEDCERTIFICATION STATEMENT TO THE CITY OF WAUKEE INDICATING THAT FACILITIES WERE CONSTRUCTED AS DESIGNED.PAVEMENT SAWCUT NOTES:1.CONTRACTOR TO PROVIDE SAWCUT JOINTING PLAN TO JOEL JACKSON, BISHOP ENGINEERING (515-276-0467 ORJJACKSON@BISHOPENGR.COM) PRIOR TO ANY CONCRETE PAVEMENT INSTALLATION.2.PAVEMENT MAY BE REQUIRED TO BE REMOVED AND REPLACED IF PLACED WITHOUT AN APPROVED PLAN.3.LONGITUDINAL JOINTS IN DRIVE LANES & THE OUTER MOST JOINT OF ALL PARKING AREAS SHALL BE SUDAS TYPE'L-1' OR 'L-2' JOINTS AND HAVE STEEL. INTERIOR PARKING LOT JOINTS, OTHER THAN THE OUTER MOST JOINT, DONOT NEED STEEL AND SHALL BE SUDAS TYPE 'B' OR TYPE 'K' JOINTS.4.ALL TRANSVERSE JOINTS SHALL BE SUDAS TYPE 'C' OR TYPE 'DW' JOINTS WITH STEEL IN THE CASE OF A DAY'SWORK JOINT.SITEC0.1, C2.1-C7.1SWPPP & TOPSOIL NOTES:1.STORM WATER POLLUTION PREVENTION PLAN HAS BEEN PREPARED BY BISHOP ENGINEERING. CONTACT JOELJACKSON (515-276-0467) FOR A COPY OF THE SWPPP.2.NPDES PERMIT AUTHORIZATION NUMBER: TBD3.THIS PROJECT INCLUDES SAWCUTTING OR CONCRETE GRINDING SO PROTECTION OF STORM SEWERS ANDDRAINAGE WAYS WILL NEED TO BE PROVIDED FROM SLURRY FROM THE CONCRETE OPERATIONS. SEE SWPPPSHEET AND NARRATIVE FOR ADDITIONAL DETAILS.MONUMENT AND BUILDING SIGNAGE:1. ALL MONUMENT SIGNS ARE SUBJECT TO REVIEW BY THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT2. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL SIGN PERMITS PRIOR TO INSTALLATION OF ANY GROUNDOR BUILDING SIGNAGE AND SHALL ENSURE COMPLIANCE WITH ALL CITY REGULATIONS.CONSTRUCTION TIMING NOTES:NOV 1ST 2018 CONSTRUCTION START DATEMAY 1ST 2019 SUBSTANTIAL COMPLETIONFIRE DEPARTMENT ACCESS NOTES:1.AN APPROVED FIRE APPARATUS ACCESS ROAD SHALL BE PROVIDED FOR ALL BUILDINGS, ORPORTIONS OF A BUILDING AS SOON AS VERTICAL CONSTRUCTION OF THE BUILDING COMMENCES.2.FIRE APPARATUS ACCESS ROAD SHALL COMPLY WITH THE REQUIREMENTS OF 503.2 AND SHALLEXTEND TO WITHIN 100 FEET OF ALL EXTERIOR PORTIONS OF THE BUILDING AS MEASURED BY ANAPPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING.
F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O
SEX SAN MHRIM=1036.86INV W=1022.33INV S=1021.81INV N=1021.77SEX SAN MHRIM=1036.46INV W=1025.37INV E=1025.32SEX SAN MHRIM=1038.19INV N-S=1022.58HYDTBM: BURY BOLTELEV=1037.08WVHYDTBM: BURY BOLTELEV=1037.60WVDEX STORM MHRIM=1036.60OPENING=1035.40FL N=1030.00U/EO/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E
ST 15"ST 15"ST 15"EX 10' P.U.E.BOOK 2017 PG 9602EX 10' P.U.E.BOOK 2017 PG 9602
EX 20' PUBLIC WATER
MAIN EASEMENT
BOOK 2017 PG 9600
SAN 12"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN 12"SAN 12"SAN 12"SAN 12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"ELECTRICTRANSMISSIONLINE EASEMENTBOOK 2017 PAGE 9606LOT 7LOT 6LOT 5HURD WAUKEE LLC2.36 ACRESHURD WAUKEE LLC1.73 ACRES30' BUILDING SETBACK30' BUILDING SETBACK
30' BUILDING SETBACK
EX 40' SANITARY
SEWER EASEMENT
BOOK 2017 PG 9601
1053 1052 1051105010491048104710461045104010391037 103610411040103910381037
103
5
10
3
3
10331034
1035
1036
1037
1038
10
3
9
1040
1041
104210421043104410451046104710481049105010511052 1041104010391038SAN
SANITARY SEWERSERVICE MARKERROBERT ETZELPARCEL BBLOT A
(AREA UNDER CONSTRUCTION)
SAN 12"SAN 12"SAN 12"SAN 12"
EDGE OF GRAVEL
EDGE OF ASPHALT
SAN 8"SAN 8"SAN 8"SAN 8"INV = 1027.00HYDW8"W8"W8"W8"W8"WVG 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"
G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"GGGGGGGGGGGGGINV
=
102
7.
00
REFERENCE 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:TOMMY'S CARWASH
SITE SURVEY AW180197C0.2TOMMY'S CAR WASHSITE SURVEYVICINITY MAPSCALE: 1' = 500'M:\LAND PROJECTS 2018\180197\DWG\SITE SURVEY.DWG7/31/2018 4:28:11 PMIOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.PROPERTY DESCRIPTION:LOT 3 WAUKEE MARKET PLACE PLAT 2SAID TRACT OF LAND BEING SUBJECT TO AND TOGETHERWITH ANY AND ALL EASEMENTS OF RECORD.1.28 ACRES (55,999 SQUARE FEET)ADDRESS:150 SE ALICE'S RDWAUKEE, IA 50263OWNER:HURD WAUKEE LLC2000 FULLER RDWEST DES MOINES, IA 50265PREPARED FOR:TCWI13409 DOUGLAS PARKWAYURBANDALE, IA 50323PHONE: (515)-554-2887ZONING:INFORMATION OBTAINED FROM CITY OF WAUKEEPD - COMMUNITY AND HIGHWAY SERVICE COMMERCIALDISTRICTFOR AN OFFICIAL ZONING REPORT PLEASE CALL CITY OFWAUKEE AT 515-978-9533SITE CONTROL AND BENCHMARKS:BASIS OF BEARING OBTAINED FROM GPS OBSERVATIONSDATUM = NAD 83, IOWA SOUTHBENCHMARK DATUM = NAVD88, GEOID 12A)POINT #1NORTHING = 588218.28EASTING = 1543568.73ELEVATION = 1036.07DESCRIPTION: 1/2" IRON ROD BPC 18381NW CORNER OF LOT 7POINT #8NORTHING = 587885.58EASTING = 1543827.57ELEVATION = 1042.17DESCRIPTION: 1/2" IRON ROD BPC 18381SE CORNER OF LOT 7UTILITY 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.FIELD WORK COMPLETED ON: 04-10-2018COPYRIGHT 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.ABBREVIATIONS:ACACRESASPHASPHALTBKBOOKBPCBLUE PLASTIC CAPCONCCONCRETEDDEEDED DISTANCEEXEXISTINGENCLENCLOSUREFFFINISHED FLOORFLFLOW LINEFRACFRACTIONALMMEASURED DISTANCEMHMANHOLEPPLATTED DISTANCEPGPAGEPOBPOINT OF BEGINNINGPOCPOINT OF COMMENCEMENTPRAPREVIOUSLY RECORDED ASPUEPUBLIC UTILITY EASEMENTROWRIGHT OF WAYRPCRED PLASTIC CAPSFSQUARE FEETSANSANITARYTYPTYPICALYPCYELLOW PLASTIC CAPNNORTHSSOUTHEEASTWWESTLEGEND: 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 # 14775OR AS NOTEDSECTION CORNER - FOUND AS NOTEDSITE CONTROL POINT - MONUMENT AS NOTEDDSCOHYD
I
CVWWSOYADREEMEELECEJEPGMGVA/CTTELTTSFOF/OTVWWVNOTES:1. ADJACENT PROPERTY OWNER INFORMATION OBTAINEDFROM DALLAS COUNTY ASSESSORS WEB PAGE2. PARENTHESIS ( ) DENOTES PREVIOUSLY RECORDED BEARINGS AND DISTANCESC0.1REFERENCE 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:TOMMY'S CARWASH
150 SE ALICE'S ROAD - WAUKEE, IACLTJEJ1ST CITY SUBMITTAL 5/22/182ND CITY SUBMITTAL 6/5/183RD CITY SUBMITTAL 7/3/184TH CITY SUBMITTAL 7/31/18180197PRELIMINARY- NOT FOR CONSTRUCTION
GRAPHIC SCALE020102040SCALE: 1" =20'SITELOCATIONUTILITY MAPS PROVIDED BY:1. ELECTRIC (MIDAMERICAN / MECDSMDesignLocates@midamerican.com)2. STORM AND SANITARY (CITY OF WAUKEE / troyer@waukee.org)3. FIBER OPTIC (MI-FIBER / jack@grm.net)4. CABLE (MEDIACOM / pmay@mediacomcc.com)5. GAS (CITY OF WAUKEE / troyer@waukee.org)6. WATER (CITY OF WAUKEE / troyer@waukee.org)
R
5
'8'8'14' TYP.R9'R9'R10'R14'R32'45'5'9'24'R1.75'R1.75'R1.75'R1.75'10.7'COMHR32'R62'
R18'R5'R5'R
5
'R5'10.8'
9.5'3.5'9.5'3.5'9.5'STOOP, TYP.(REF. ARCH)STOOP(REF. ARCH)VACUUM STALL, TYP.(SEE DETAIL 10/C6.1)VACUUM STALL, TYP.(SEE DETAIL 10/C6.1)HC SIGN & BOLLARD W/VAN ACCESSIBLE SIGN(SEE DETAIL 7/C6.1)ADA RAMP & LANDING W/BEAM CURB(SEE DETAIL 8/C6.1)AUTOMATED CASHIERTURNED DOWN WALK(SEE DETAIL 2/C6.1)5"PCC SIDEWALK BEHINDCURB(SEE DETAIL 4/C6.1)5"PCC SIDEWALKBEHIND CURB(SEE DETAIL 4/C6.1)7" PCC2" WIDE WHITEPAINT STRIPE,TYP.4" WIDE WHITEPAINT STRIPE,TYP.PROPOSEDTOMMY'S CARWASH5030 SF1041.00 FFCASHIER WINDOWDW
2"
R10'R20'4" WIDE PAINTSTRIPE, TYP.SITE DIRECTIONALARROW, TYP.PROPOSEDDETENTIONEASEMENTLIGHTED BOLLARD(REF. ARCH)11.25'13'11.25'
9'5'PROPOSED PROPERTYLINE BY OTHERSTRASHENCLOSURE(REF ARCH)D MHCOINGRESS/EGRESSEASEMENT7" PCC7" PCC7" PCC7" PCC7" PCC7" PCCPAVEMENT BY OTHERSPAVEMENT BY OTHERSALICE'S ROADIMPROVEMENTS,BY OTHERS31.8'14.9'10.5'26.2'11.1'1.9'98.5'7.6'26.5'9.3'5.4'36.2'31.2'3.5'78.3'GVGGG5'5'5'5'R1'R5
'R32'R2'R5'R1'R1'R10'24'R20'12'24'ADA RAMP &LANDING W/DETECTABLEWARNINGADA RAMP &LANDING W/DETECTABLEWARNING5" PCC5" PCC5" PCC5" PCC5'INGRESS/EGRESSEASEMENT8'
18'24'18'5'14'LOT 3LOT 2DIRECTIONAL SIGNDIRECTIONAL SIGNDIRECTIONAL SIGNINSTALL LIGHT POLE(REF LIGHTING)INSTALL LIGHT POLE(REF LIGHTING)INSTALL LIGHT POLE(REF LIGHTING)INSTALL LIGHT POLE(REF LIGHTING)INSTALL LIGHT POLE(REF LIGHTING)INSTALL LIGHT POLE(REF LIGHTING)INSTALL LIGHT POLE(REF LIGHTING)18'24'24'24'10' TRAIL LOT 1ADA RAMP & LANDING W/DETECTABLE WARNINGF/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O
SSSHYDWVHYDWVDU/EO/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E
ST 15"ST 15"ST 15"EX 10' P.U.E.BOOK 2017 PG 9602EX 10' P.U.E.
BOOK 2017 PG 9602
EX 20' PUBLIC WATER
MAIN EASEMENT
BOOK 2017 PG 9600
SAN 12"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN 12"SAN 12"SAN 12"SAN 12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"ELECTRICTRANSMISSIONLINE EASEMENTBOOK 2017 PAGE 9606HURD WAUKEE LLC2.36 ACRESHURD WAUKEE LLC1.73 ACRES30' BUILDING SETBACK30' BUILDING SETBACK
30' BUILDING SETBACK
EX 40' SANITARY
SEWER EASEMENT
BOOK 2017 PG 9601
SE ALICE'S ROAD
SANROBERT ETZELPARCEL BBLOT A
(AREA UNDER CONSTRUCTION)
SAN 12"SAN 12"SAN 12"SAN 12"
SAN 8"SAN 8"SAN 8"SAN 8"HYDW8"W8"W8"W8"W8"WVG 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"
G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"GGGGGGGGGGGGGGLAYOUT 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:TOMMY'S CARWASH
150 SE ALICE'S ROAD - WAUKEE, IACLTJEJ1ST CITY SUBMITTAL 5/22/182ND CITY SUBMITTAL 6/5/183RD CITY SUBMITTAL 7/3/184TH CITY SUBMITTAL 7/31/18180197PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE020102040M:\LAND PROJECTS 2018\180197\DWG\C2 LAYOUT.DWG7/31/2018 4:28:26 PM
F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O
SSSWVHYDWVHYDWVDU/EO/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E
ST 15"ST 15"ST 15"EX 10' P.U.E.BOOK 2017 PG 9602EX 10' P.U.E.
BOOK 2017 PG 9602
EX 20' PUBLIC WATER
MAIN EASEMENT
BOOK 2017 PG 9600
SAN 12"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN 12"SAN 12"SAN 12"SAN 12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"ELECTRICTRANSMISSIONLINE EASEMENTBOOK 2017 PAGE 960630' BUILDING SETBACK30' BUILDING SETBACK
30' BUILDING SETBACK
EX 40' SANITARY
SEWER EASEMENT
BOOK 2017 PG 9601
SE ALICE'S ROAD
1053 1052 1051105010491048104710461045104010391037 103610411040103910381037
10
3
5
10
3
3
10331034
1035
1036
1037
1038
10
3
9
1040
1041
1042104210431044104510461047
1048
1049
105
0 105110521041104010391038SAN
SANITARY SEWERSERVICE MARKERSAN 12"SAN 12"SAN 12"SAN 12"
EDGE OF GRAVEL
EDGE OF ASPHALT
SAN 8"SAN 8"SAN 8"SAN 8"HYDW8"W8"W8"W8"W8"WVG 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"
G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"GGGGGGGGGGGGGG1041.00E/W1040.80G1041.00E/W1040.60G1041.00E/W1040.60G1041.001040.50G1040.40G1040.151041.001041.001041.001040.00T/C1039.50G1039.75T/C1039.25G1040.55T/C1040.05G1040.94T/C1040.44G1040.40T/C1039.90G1040.40T/C1039.90G1041.80T/C1041.35G1041.85T/C1041.35G1041.451041.70T/C1041.20G1039.60T/C1039.10G1041.40T/C1040.90G1041.15T/C1040.65G1041.50T/C1041.00G1041.07T/C1040.57G1040.80E/W1040.30G1040.80T/C1040.30G1039.501040.50T/C1040.00G1040.85E/W1040.35G1040.00T/C1039.50G1041.00T/C1040.50G1040.501042.00T/C1041.50G1042.00T/C1041.50G1040.25T/C1039.75G1040.10T/C1039.60G1040.00T/C1039.50G1040.901041.001041.00T/C1040.90G1041.00E/W1040.80G1041.70T/C1041.20G1041.35T/C1040.85G1040.45T/C1039.95G1040.60T/C1040.10G1041.55T/C1041.10G1041.40T/C1040.90G1040.25T/C1039.75G1040.45T/C1039.95G1040.10T/C1039.60G1040.85T/C1040.35G1040.80T/C1040.30G1040.65T/C1040.15G1040.70T/C1040.20G1040.50T/C1040.00G1040.25T/C1039.75G1041.40T/C1040.90G1040.95T/C1040.45G1041.55T/C1041.05G1041.25T/C1040.75G1041.70T/C1041.20G1040.35T/C1039.85G1040.60T/C1040.10G1039.80T/C1039.30G1040.88E/W1040.38G1041.001040.88E/W1040.38G1040.70T/C1040.20G1040.85G1041.001040.97E/W1040.95E/W1040.70T/C1040.20G1040.90E/W1040.40G1040.95E/W1040.95E/W1040.70T/C1040.20G1040.72E/W1040.22G1041.05T/C1040.55G1040.40T/C1039.90G1040.30T/C1039.80G1040.50T/C1040.00G1040.58T/C1040.08G1040.65T/C1040.15G1040.85T/C1040.35G1040.90T/C1040.45G1040.75T/C1040.25G1040.90T/C1040.40G1040.87E/W1040.93E/W1040.92E/W1040.93E/W1040.80T/C1040.30G1040.75T/C1040.25G1040.61T/C1040.11G1040.70T/C1040.20G1040.50T/C1040.00G1040.40T/C1039.90G1040.35T/C1039.85G1039.92T/C1039.42G1040.05T/C1039.55G1040.25T/C1039.75G1040.90E/W1041.60T/C1041.10G1041.001040.90COMH1035.00PROPOSEDTOMMY'S CARWASH5030 SF1041.00 FF1040.351040.451040.451040.451040.451040.451040.45DW
2"1040.75T/C1040.25G5.3%5.9%0%0%5.6%5.6%0.6%
1.3%
1.3%
1.2%
0%0.6%1.4%
1.4%
1.4%
1.4%0%0%0
.
5%0%1.0%0%1.4%0.5%1.2%1040.79E/W1.5%0%
1.1%1040.94T/C1040.44GPROPOSEDDETENTIONEASEMENTEXISTING STOCKPILE TOBE REMOVED BYDEVELOPER1
0
4
1
1
0
3
9
1
0
3
7
1
0
3
5
1
0
3
3
PROPOSED COUTOURS FROMCITY ROAD PROJECT100 YEARELEVATION1039.48100 YEAR ELEVATION1039.48OVERFLOW ROUTEELEV: 1040.35D MHCOINGRESS/EGRESSEASEMENT1038.201040.891037.851041.001041.001041.002%MIN2%MIN2%MIN2%MIN2%MIN2%
MIN2%
MIN2%
MIN
2%
MIN
2%
MIN
2%
MIN
2%
MIN
2%MIN
2%MIN2%MIN2%MIN
2%
MIN
2%
MIN2%MINOVERFLOW ROUTEELEV: 1040.00OVERFLOW ROUTEELEV: 1039.60100 YEAR ELEVATION1039.57100 YEAR ELEVATION1039.55100 YEAR ELEVATION1039.77100 YEAR ELEVATION1039.19OVERFLOW ROUTEELEV: 1040.45OVERFLOW ROUTEELEV: 1040.301040.22G1.0%1040.81E/W1.5%1040.95E/W1040.86E/W1040.79E/W1040.74E/W1040.30G1040.87E/W1040.37G1041.68E/W1041.61E/W1041.93T/C1041.43G1041.31E/W1040.82E/W1041.02E/W1040.75E/W1041.38E/W1041.43E/W1041.36E/W1041.93T/C1041.43G1042.04E/W1041.97E/W1042.00E/W1041.93E/W0.1%0%0%1040.66E/W1039.85T/C1039.35G1039.85E/W1039.92E/W1040.86E/W1040.68E/W1040.18G1040.61E/W1.9%
5.3%1040.90T/C1040.40G1040.751040.551041.75T/C1041.25G1041.50T/C1041.00G1041.25T/C1040.75G1041.40T/C1040.90G1041.20T/C1040.70GGVGGGINGRESS/EGRESSEASEMENTLOT 3LOT 21041 1041 104110401040
10401
0
4
010401040
10411040103610401040OVERFLOW ROUTEELEV: 1039.305.3%1.4%1.4%7.1%0%1.4%1%
1%7.1%1.4%4.6%1040.73E/W1.4%4.6%1040.68E/W1.4%1%1%1.4%
7.1%
5.6%1.5%
6%1%6%
1.5%
1.5%1%1%1.4%4.2%4.2%1.4%2.9%2.9%1.4%6.25%1.4%6.25%1.4%
1.4%0%0%1042.251.4%1%1%1.4%1%4.1%
4.1%
3.2%
3.2%1039.85T/C1039.35G1039.901040.401039.901040.001040.301039.901040.00T/C1039.50G1040.151040.601040.801039.801040.701041.801041.601038.271039.952%MIN2%MIN2%MIN2%MIN2%MIN
2%
MIN
2%
MIN
2%
MIN10401040
LOT 110391
0
3
8
1037
1036
1035 10341038103910391038 1037 103810361035GRADING BY OTHERSGRADING BY OTHERS104110421042104110391038
1037
1040 TOPSOIL NOTES:1.STRIP AND STOCKPILE THE TOP 8" OF SOIL ON ALL DISTURBED AREAS.2.RESPREAD TOPSOIL TO A MINIMUM DEPTH OF 8" ON ALL GREEN (NON PAVED)AREAS. IMPORT TOPSOIL AS NECESSARY TO ACHIEVE A MINIMUM DEPTH OF 6".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:TOMMY'S CARWASH
150 SE ALICE'S ROAD - WAUKEE, IACLTJEJ1ST CITY SUBMITTAL 5/22/182ND CITY SUBMITTAL 6/5/183RD CITY SUBMITTAL 7/3/184TH CITY SUBMITTAL 7/31/18180197PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE020102040GRADING 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\180197\DWG\C3 GRADING.DWG7/31/2018 4:28:41 PM
STRUCTURE #5SW-501 INTAKET/C=1039.60FL(E)=1036.1531LF 12" RCP @ S=0.50%161LF 15" RCP @ S=0.50%132LF 15" RCP @ S=0.50%137LF 15" RCP @ S=0.50%STRUCTURE #3SW-501 INTAKET/C=1039.75FL(W)=1035.10FL(SE)=1035.00STRUCTURE #8SW-512 INTAKE W/FLAT GRATERIM=1039.50FL(E)=1035.03STRUCTURE #4SW-501 INTAKET/C=1040.00FL(W,S)=1036.00FL(E)=1035.90STRUCTURE #7TRENCH DRAININTAKERIM=1040.90FL(NW)=1036.4245LF 12" RCP@ S=0.50%COMH12LF 15" RCP@ S=1.3%PROPOSEDTOMMY'S CARWASH5030 SF1041.00 FFSTRUCTURE #100SW-301 MANHOLERIM=1039.50INV(S,SE)=1029.10INV(W)=1029.00ROOF DRAIN CONNECTIONFL(W)=1036.38(REF. PLUMB.)INV=1030.00(REF PLUMB)RECLAIM WATERSYSTEM(REF PLUMB)SANITARYCLEANOUTDSTRUCTURE #624" NYLOPLAST BASINW/ SOLID LIDRIM=1040.30FL(SE,E)=1036.33FL(N)=1036.2318LF 8" N-12 @S=0.50%W
2"STRUCTURE #1SW-506 INTAKEW/ RESTRICTION PLATE(SEE DETAIL 9/C6.1)T/C=1040.00FL(W,NW)=1034.34FL(E)=1034.75FL(N)=1034.2448LF 6" SAN @S=1.00%40LF 2" WATERCONNECTION TOBUILDING(REF PLUMB)CONTRACTOR TO INSTALLTRANSFORMER & MOAT(SEE NOTES & DETAIL 7/C6.1)D 149LF 15" RCP @ S=0.50%15" FESFL(W)=1035.0015" FESFL(S)=1033.50MHCOSANITARYCLEANOUT174LF 6" SAN @S=1.00%STRUCTURE #101SW-301 MANHOLERIM=1039.45INV(E)=1027.26INV(N)=1027.16CONNECT TO EXWATER*CRITICAL CROSSING*BOTTOM STORM = 1034.85TOP WATER = 1033.35*CRITICAL CROSSING*BOTTOM WATER = 1035.70TOP SANITARY = 1029.91*CRITICAL CROSSING*BOTTOM STORM = 1035.96TOP SANITARY = 1027.76HYDRANT BY OTHERSGVGGG110LF GAS LINER150'R150'R150'LOT 3LOT 2*CRITICAL CROSSING*BEND GAS UNDER STORMSAND/OIL SEPARATOR(REF PLUMB)INSTALL LIGHT POLE(REF LIGHTING)INSTALL LIGHT POLE(REF LIGHTING)INSTALL LIGHT POLE(REF LIGHTING)INSTALL LIGHT POLE(REF LIGHTING)INSTALL LIGHT POLE(REF LIGHTING)INSTALL LIGHT POLE(REF LIGHTING)INSTALL LIGHT POLE(REF LIGHTING)42LF 6" SAN @S=1.00%CONNECT TO EXSTUB. REALIGN ASNECESSARY16LF 8" SAN @S=1.00%LOT 1F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O
SEX SAN MHRIM=1036.86INV W=1022.33INV S=1021.81INV N=1021.77SEX SAN MHRIM=1036.46INV W=1025.37INV E=1025.32SEX SAN MHRIM=1038.19INV N-S=1022.58HYDTBM: BURY BOLTELEV=1037.08WVHYDTBM: BURY BOLTELEV=1037.60WVDEX STORM MHRIM=1036.60OPENING=1035.40FL N=1030.00U/EO/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E
ST 15"ST 15"ST 15"EX 10' P.U.E.BOOK 2017 PG 9602EX 10' P.U.E.
BOOK 2017 PG 9602
EX 20' PUBLIC WATER
MAIN EASEMENT
BOOK 2017 PG 9600
SAN 12"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN 12"SAN 12"SAN 12"SAN 12"12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"ELECTRICTRANSMISSIONLINE EASEMENTBOOK 2017 PAGE 960630' BUILDING SETBACK30' BUILDING SETBACK
30' BUILDING SETBACK
EX 40' SANITARY
SEWER EASEMENT
BOOK 2017 PG 9601
SE ALICE'S ROAD
SAN
SANITARY SEWERSERVICE MARKERSAN 12"SAN 12"SAN 12"SAN 12"
EDGE OF GRAVEL
EDGE OF ASPHALT
SAN 8"SAN 8"SAN 8"SAN 8"INV = 1027.00HYD
W8"W8"W8"W8"W8"WVG 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"
G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"GGGGGGGGGGGGGGUTILITY 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, HYDRANT, AND 4" STORZFITTING.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:TOMMY'S CARWASH
150 SE ALICE'S ROAD - WAUKEE, IACLTJEJ1ST CITY SUBMITTAL 5/22/182ND CITY SUBMITTAL 6/5/183RD CITY SUBMITTAL 7/3/184TH CITY SUBMITTAL 7/31/18180197PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE020102040M:\LAND PROJECTS 2018\180197\DWG\C4 UTILITY.DWG7/31/2018 4:28:56 PM
COMHPROPOSEDTOMMY'S CARWASH5030 SF1041.00 FFDW
2"
1
0
4
1
1
0
3
9
1
0
3
7
1
0
3
5
1
0
3
3
D MHCOGVGGGLOT 3LOT 21041
10
41 104110401040
10401
0
4
010401040
1041104010361040104010401040LOT 110391
0
3
8
1037
1036
1035 10341038103910391038 1037
103810361035104110421042104110391038
1037
10
4
0
F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O F/O
SSSHYDWVHYDWVDU/EO/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E
ST 15"ST 15"ST 15"EX 10' P.U.E.BOOK 2017 PG 9602EX 10' P.U.E.
BOOK 2017 PG 9602
EX 20' PUBLIC WATER
MAIN EASEMENT
BOOK 2017 PG 9600
SAN 12"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"8"SAN 12"SAN 12"SAN 12"SAN 12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"ELECTRICTRANSMISSIONLINE EASEMENTBOOK 2017 PAGE 960630' BUILDING SETBACK30' BUILDING SETBACK
30' BUILDING SETBACK
EX 40' SANITARY
SEWER EASEMENT
BOOK 2017 PG 9601
SE ALICE'S ROAD
SAN
SANITARY SEWERSERVICE MARKERSAN 12"SAN 12"SAN 12"SAN 12"
EDGE OF GRAVEL
EDGE OF ASPHALT
SAN 8"SAN 8"SAN 8"SAN 8"HYD
W8"W8"W8"W8"W8"WVG 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"
G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"GGGGGGGGGGGGBH3LL2AC13SD21GF9RO1SS3PF3RO1KC1SODSODSODSODSODSODSODSODSODSEEDSEEDSEEDEA8LL2SODLL2GF3KF4AW34SODSODSODKC1KF4LANDSCAPE NOTES:1.ALL SODDING, SEEDING & LANDSCAPE PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE URBAN STANDARDSPECIFICATIONS, UNLESS SPECIFIED OTHERWISE.2.SOD ALL DISTURBED AREAS WITHIN THE CONTRACT LIMITS, UNLESS NOTED OTHERWISE. SOD LIMITS SHOWN ON PLAN ARE FORREFERENCE ONLY. FINAL LIMITS MAY CHANGE BASED ON CONSTRUCTION ACTIVITIES.3.SOD ALL DISTURBED RIGHT-OF-WAY AREAS.4.SEED ALL DISTURBED AREAS OUTSIDE THE PROPERTY LINE, UNLESS NOTED OTHERWISE. SEED LIMITS SHOWN ON PLAN ARE FORREFERENCE ONLY. FINAL LIMITS MAY CHANGE BASED ON CONSTRUCTION ACTIVITIES.5.STAKE SOD ON ALL SLOPES 3 : 1 OR GREATER.6.PLANT QUANTITIES ARE FOR CONTRACTORS CONVENIENCE, THE DRAWING SHALL PREVAIL IF A CONFLICT OCCURS.7.ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1).8.CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE.9.IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE IDENTIFICATION TAGS AND CORDS ON ALL PLANT MATERIAL PRIOR TO THECOMPLETION OF THE CONTRACT. IDENTIFICATION TAGS MUST BE LEFT ON UNTIL AFTER ACCEPTANCE BY OWNER OR OWNER'SREPRESENTATIVE.10.CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES (IN LAWN AREAS) TO A DEPTH OF 4 INCHES, UNLESSNOTED.11.STAKE AND WRAP ALL DECIDUOUS TREES IMMEDIATELY AFTER PLANTING. STAKE ALL TREES ACCORDING TO THE STAKING DETAILS.CONTRACTOR SHALL ADJUST AND MAINTAIN GUYING TENSION THROUGHOUT THE PLANT ESTABLISHMENT PERIOD.12.THE LANDSCAPING CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BEFORE STARTING ANY SITE WORK OR PLANTING. THECONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES.13.NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATION OF THE LANDSCAPE ARCHITECT.14.ALL EDGING SHALL BE DURAEDGE 1/8" STEEL EDGING - COLOR GREEN, OR APPROVED EQUAL..15.CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OF WATERING FOR ALL NEW PLANTS FOR A PERIOD OF 30DAYS.16.ALL SHRUB AND PERENNIAL PLANTING BEDS SHALL INCORPORATE TYPAR 3301 NONWOVEN LANDSCAPE FABRIC (OR SIMILAR) AND 3"THICK LAYER OF WASHED RIVER ROCK (1.5" NOMINAL SIZE).17.ALL BEDS TO RECEIVE GRANULAR PRE-EMERGENT WEED CONTROL BEFORE AND AFTER ROCK 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:TOMMY'S CARWASH
150 SE ALICE'S ROAD - WAUKEE, IACLTJEJ1ST CITY SUBMITTAL 5/22/182ND CITY SUBMITTAL 6/5/183RD CITY SUBMITTAL 7/3/184TH CITY SUBMITTAL 7/31/18180197PRELIMINARY- NOT FOR CONSTRUCTION
GRAPHIC SCALE020102040DO 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-SOIL4" MULCHPLANTING PIT TWICETHE WIDTH OF ROOTBALL12SHRUB PLANTING (TYP)NOT TO SCALESCALE:PLANTING SCHEDULELANDSCAPE REQUIREMENTS:TOTAL SIZE OF LOT55,999 SFTOTAL REQUIRED OPEN SPACE (20%)11,200 SFTOTAL TREES REQUIRED (1 PER 1,000 SF OPEN SPACE)12TOTAL SHRUBS REQUIRED (1 PER 1,000 SF OPEN SPACE)12TOTAL TREES PROVIDED12TOTAL SHRUBS PROVIDED39PARKING PERIMETER TREE REQUIREMENT (1 PER 40 LF)TOTAL PARKING PERIMETER - 117 LF / 40 = 2.95 (3 TREES)PARKING PERIMETER TREES PROVIDED3M:\LAND PROJECTS 2018\180197\DWG\C5 LANDSCAPE.DWG7/31/2018 4:29:14 PM 3" ROCKSOD: 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)SEED: SEED TYPE TO BE "SUBDIVISION MIXTURE" SUPPLIED BY UNITED SEEDS (OR APPROVED EQUAL). INSTALL SEED WITHMECHANICAL DRILL TYPE SEEDER AT A RATE OF 100 LBS PER ACRE. SEEDING DATES, SITE PREPARATION, SEEDINGINSTALLATION, WATER REQUIREMENTS, FERTILIZING, AND MOWING PER UNITED SEEDS TECH BULLETIN FOR SEED TYPE.ROCK: WHEN NOTED SHRUB AND PERENNIAL PLANTING BEDS SHALL INCORPORATE TYPAR 3301 NONWOVEN LANDSCAPEFABRIC (OR SIMILAR) AND 3" THICK LAYER OF WASHED RIVER ROCK (1.5" NOMINAL SIZE). ALL ROCK BEDS TO RECEIVEGRANULAR PRE-EMERGENT WEED CONTROL BEFORE AND AFTER ROCK IN INSTALLEDSOD ALL DISTURBED
RIGHT-OF-WAYNOTE: OVERSTORY TREES SHALL MEET BOTH MINIMUM CALIPER SIZE INDICATED ABOVE AS WELL AS CITY REQUIRED HEIGHT MINIMUM OF 8'UNDERSTORY AND EVERGREES TREES SHALL MEET BOTH MINIMUM CALIPER SIZE INDICATED ABOVE AS WELL AS CITY REQUIRED HEIGHT MINIMUM OF 6'THIS PLANTING BED ONLY - NOMETAL EDGING, SPADE CUTEDGE ONLY. SHREDDEDHARDWOOD MULCH TO ADEPTH OF 4" THROUGHOUTOPEN SPACE REQUIREMENTS:20% OPEN SPACE REQUIREDTOTAL SITE AREA = 55,999 SFOPEN SPACE REQUIRED = 11,200 SF (20%)OPEN SPACE PROVIDED = 17,841 SF (31.9%)
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:TOMMY'S CARWASH
150 SE ALICE'S ROAD - WAUKEE, IACLTJEJ1ST CITY SUBMITTAL 5/22/182ND CITY SUBMITTAL 6/5/183RD CITY SUBMITTAL 7/3/184TH CITY SUBMITTAL 7/31/18180197PRELIMINARY- NOT FOR CONSTRUCTIONM:\LAND PROJECTS 2018\180197\DWG\C6 DETAILS.DWG 7/31/2018 4:29:21 PM
7" P.C.C.3"4.5"6"7"R 1"R 2"COMPACTEDBACKFILLNOTES:1. SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN12" SUBGRADEPREPARATION(IN 2 - 6" LIFTS)24"TYPE 1 PAVEMENT SECTIONSCALE NONE1C6.1BACK OF CURBFACE OF CURBEDGE OF TURNED DOWN WALKSIDEWALK PAVEMENTGRASS/LANDSCAPINGROADWAY PAVEMENTPLAN VIEWCURB & GUTTER / TURNED DOWN WALK TRANSITION DETAILSCALE NONE3C6.112"SLOPE PER PLANS 1.5% MAX CROSS SLOPEROADWAY PAVEMENT6" MAX24" 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 NONE2C6.1SIDEWALK BEHIND CURB DETAILSCALE NONE4C6.1CURB & GUTTERSEE OTHER DETAILSPARKING LOT PAVEMENT3"5"1/2" EXPANSION JOINT5" PCC SIDEWALK (C-4 MIX)SLOPE PER GRADING PLAN, 1.5% DESIGN, 2% MAXNYLOPLAST COUPLING(ADS CODE 1579 AG)SCH. 40 PVC TO N-12(REDUCING COUPLINGAS NECESSARY)SCH. 40 PVC ROOFDRAIN LINE (REF MECH)HDPE STORM SEWER(SEE SITE PLAN)ROOF DRAIN CONNECTION DETAILSCALE NONE5C6.15/8"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"STRUCTURAL STOOPSEE STRUCTURALSIDEWALKSEALED EXPANSIONJOINT, SEE DETAIL ASLOPE AWAY FROM BUILDINGPER GRADING PLANSTRUCTURAL STOOP / SIDEWALK TRANSITION DETAILSCALE NONE6C6.148"20"6" DIA STEEL PIPEEMBEDDED IN CONCFILL PIPE W/ CONCRETEBOLLARD COVER TO MATCH BUILDING BASEOR SERVICE DOOR COLOR (SEE NOTES)CLASS "A" CONC FOUNDATIONCENTERED ON BOLLARDEDGE OF PARKING STALLCONC WALK. SEE OTHER DETAILSMUTCD R7-8 (RESERVEDPARKING) SIGN2" DIAMETER GALVANIZEDSTEEL POLECONTRACTOR SHALL INSTALL ADDITIONALADA SIGNAGE (SUCH AS FINE AMOUNT) ASREQUIRED PER LOCAL ORDINANCESTEEL POLE CEMENTEDINTO BOLLARD CENTERCUT 214" DIA HOLE IN BOLLARDCOVER. SLIP BOLLARD COVEROVER TOP OF POLE PRIOR TOSIGN(S) BEING MOUNTED TO POLENOTES:1. THIS BOLLARD DETAIL SHALLAPPLY ONLY TO BOLLARDSWITH HANDICAP SIGNAGE.2. FOR BOLLARD COVERCONTACT:PUGLEASA COMPANYATTN: BRAD ERICKSON1253 CONNELLY AVEARDEN HILLS, MN 55112PH: (651) 636-644224"36"60"-66"1/2" SEALEDEXPANSION JOINT(GRAY MASTICSEALANT)6"7C6.1HANDICAP PARKING SIGN & BOLLARD DETAILNOT TO SCALEMUTCD R7-8a or R7-8b (VAN ACCESSIBLE)SIGN AS CALLED OUT ON PLANSMEASURED FROM BOTTOMOF LOWEST SIGN TO TOP OFPARKING STALL SLAB.CENTER OF BOLLARD SHALL BE 24" FROMFACE OF CURB OR 6" FROM EDGE OFTURNED DOWN WALK, CENTERED ON HCSTRIPING.SLOPE DOWNSLOPE DOWNBBAAPLAN VIEWVARIES5" PCC WALKCONCRETE BEAMCURB BEYONDSECTION VIEW B-BPARKING LOT PAVEMENT(SEPERATE POUR FROM WALK)5" PCC WALKSECTION VIEW A-A6"VARIES, SEE PLANSEALED 1"EXPANSION JOINTVARIES, SEE PLANVARIES, SEE PLANVARIESVARIESNOTES:1. SIDEWALK CROSS SLOPE SHALL BE 1.5% DESIGN, 2% MAX2. RAMP RUNNING SLOPE SHALL BE 6.25% DESIGN, 8.33% MAXRAMP WITH BEAM CURB DETAILSCALE NONE8C6.1BEAM CURB (SEPERATEPOUR FROM WALK)BUILDING WALLGRASS SLOPE@ 2% MIN2'-0"4"6"2"9"2'-0"2'-0"BITUMINOUS PAVING -SEE SPECIFICATIONS.TURNED DOWN CONCRETESLAB w/ (2) #4 BARS HORIZ.TIED TO #4 BARS AT 5'-0" o/c.5" THICK SLIP RESISTANTCONCRETE WALK (BROOMFINISH) w/ W1.4 x W1.4 -6" x 6" W.W.M. FULL WIDTHOF WALK. (TYPICAL)2'-0" DIA CONCRETEFOOTING - 2'-0" DEEP.1" RADIUS - CONTINUOUS.3/4"5" STANCHION PIPESCH 10 STAINLESS STEEL10'-1" HIGH w/ BASE ANDGUSSET PLATES -SEE SPECIFICATIONS.6 1/4"6 1/4"1'-4"6 1/4"6 1/4"1'-4"PLAN VIEW2'-0" DIA CONCRETEFOOTING - 2'-0" DEEP.STANDARD CONC. w/BROOM FINISH(4) 1/2" DIA. ANCHOR BOLTS.3/4" x 16" x 16" BASE PLATESECTION2'-3"1'-9 3/4"3'-11"7'-11 3/4"GRADE2'-0"2"6"5"SLOPE DOWN1/8" / FT.SLOPE DOWN1/8" / FT.'TOMMY BALL' BY TOMMYCAR WASH SYSTEMSBASE & LEVELING PLATES -SEE PLANS FOR SIZES1.1/2" NON-SHRINK GROUTDOUBLE NUTS (HEAVY HEX)& WASHERS FOR LEVELINGTHREADED STEEL ANCHORRODS - SUPPLIED & INSTALLEDBY GC.HEAVY HEX NUT FORANCHORAGE (WELD ON)SUPPLIED & INSTALLED BY OTHERS.5"9 1/8"EMBEDMENTPROVIDE CONDUITSTHRU CONCRETE BASEFOR ELECTRICAL. (TYP.)5" STANCHION PIPE - SCH 10STAINLESS STEEL 10'-1" HIGHw/ BASE AND GUSSET PLATES -SEE SPECIFICATIONS.SUPPLIED & INSTALLED BYTOMMYPROVIDE CONDUITSFOR ELECTRICAL. (TYP.)10C6.1VACUUM STALL DETAILNOT TO SCALE8'-0"20'-0"(TYPICAL)14'-0"14'-0"14'-0"14'-0"14'-0"14'-0"(TYPICAL)(TYPICAL)7'-0"7'-0"(TYPICAL)CONCRETE WALK2" PAINT STRIPING(TYPICAL)C.J.C.J.C.J.C.J.
C.J.
C.J.
C.J.
3'-11"4'-1"5'-9"2'-3"TRANSFORMER PAD MOAT DETAILNOT TO SCALE11C6.1CONTRACTOR TO INSTALLREINFORCED CONCRETETRANSFORMER PAD (PERMID-AMERICANSTANDARDS) REFERENCEELECTRICAL PLANSTRANSFORMER3'3'3'3'3" RIVER ROCK,SCREENEDDURAEDGE 1/8"STEEL EDGING,COLOR GREENREINFORCED CONCRETETRANSFORMER PAD (PERMID-AMERICAN STANDARDS)3" RIVER ROCK,SCREENED3'2'2'3'LINE TRENCH WITH SILTFENCE FABRIC (OROTHER SOIL FABRICWITH EQUAL OR LOWERPOROSITY)DURAEDGE 1/8"STEEL EDGING,COLOR GREEN4.3"NOTE: RESTRICTOR PLATE SHALL BE INSTALLED SUCH THATNO PIPES, OTHER THAN THE OUTLET PIPE, ARE OBSTRUCTEDSTRUCTURE # 1 RESTRICTION PLATE DETAILSCALE NONE9C-6.1MANHOLE WALLINSTALL 1/4" STAINLESSSTEEL PLATE TO COVERENTIRE OUTLET PIPEATTACH RESTRICTOR PLATETO WALL OF MANHOLE WITH1/2" ALUMINUM EXPANSIONBOLTSOUTLET PIPE(BEHIND PLATE)DRILL HOLE IN PLATE ATINVERT ELEVATION OFOUTLET PIPE
COMHPROPOSEDTOMMY'S CARWASH5030 SF1041.00 FFDW
2"PROPOSEDDETENTIONEASEMENTD MHCOINGRESS/EGRESSEASEMENTGVGGGINGRESS/EGRESSEASEMENTLOT 3LOT 21041 1041 104110401040
10401
0
4
010401040
1041104010361040104010401040LOT 110391
0
3
8
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1036
1035 10341038103910391038 1037 103810361035104110421042104110391038
1037
1040 SHYDWVHYDWVDU/EO/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E
ST 15"ST 15"ST 15"EX 10' P.U.E.BOOK 2017 PG 9602EX 10' P.U.E.
BOOK 2017 PG 9602
EX 20' PUBLIC WATER
MAIN EASEMENT
BOOK 2017 PG 9600 SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"ELECTRICTRANSMISSIONLINE EASEMENTBOOK 2017 PAGE 9606EX 40' SANITARY
SEWER EASEMENT
BOOK 2017 PG 9601
1053 1052 1051105010491048104710461045104010391037 103610411040103910381037
103
5
10
3
3
10331034
1035
1036
1037
1038
10
3
9
1040
1041
1042104210431044104510461047
1048
1049
1050 105110521041104010391038SAN
SAN 8"SAN 8"SAN 8"SAN 8"HYDW8"W8"W8"W8"W8"WVG 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"G 8"
G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"G 4"GGGGGGGGGGGGSFSFSFSF
SFS
F
SFS
F SFS
F SFSFINTAKE PROTECTION, TYP.INTAKE PROTECTION, TYP.INTAKE PROTECTION, TYP.INTAKEPROTECTION, TYP.SFS
F SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF
S
F
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SFSILT FENCESILT FENCESILT FENCESILT FENCESILT FENCESILT FENCESILT FENCEGRAVELCONSTRUCTIONENTRANCE/EXITPOSSIBLE LOCATIONOF CONCRETEWASH-OUTPOSSIBLE LOCATIONOF RESTROOMFACILITIESPOSSIBLE LOCATION OFTEMP. CONSTRUCTIONDUMPSTERDISTURBANCE LIMITSDISTURBANCE LIMITSDISTURBANCE LIMITSDISTURBANCE LIMITSDISTURBANCE LIMITSDISTURBANCE LIMITSDISTURBANCE LIMITS
DISTURBANCE LIMITS INSTALL 4, 3'X5' SHOREMAX TRANSITION MATSOVER SC250 TRM (EARTH ANCHOR PATTERN H)IF EARTH ANCHOR PATTERN H IS NOT USED, TRMWILL BE REQUIRED TO BE REMOVED & REINSTALLEDSTORMWATER DISCHARGE LOCATION(ULTIMATE DISCHARGE TO LITTLEWALNUT CREEK) ENTRANCE/EXIT PATH(TO BE PROVIDED BYDEVELOPER)SWPPPC7.1REFERENCE 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:TOMMY'S CARWASH
150 SE ALICE'S ROAD - WAUKEE, IACLTJEJ1ST CITY SUBMITTAL 5/22/182ND CITY SUBMITTAL 6/5/183RD CITY SUBMITTAL 7/3/184TH CITY SUBMITTAL 7/31/18180197PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE020102040PROPERTY DESCRIPTION:LOT 3 WAUKEE MARKET PLACE PLAT 2SAID TRACT OF LAND BEING SUBJECT TO AND TOGETHERWITH ANY AND ALL EASEMENTS OF RECORD.1.28 ACRES (55,999 SQUARE FEET)ADDRESS:150 SE ALICE'S RDWAUKEE, IA 50263OWNER:HURD WAUKEE LLC2000 FULLER RDWEST DES MOINES, IA 50265SITE AREA:1.28 ACRES (55,999 SQUARE FEET)BENCHMARK:BASIS OF BEARING OBTAINED FROM GPS OBSERVATIONSDATUM = NAD 83, IOWA SOUTHBENCHMARK DATUM = NAVD88, GEOID 12A)POINT #1NORTHING = 588218.28EASTING = 1543568.73ELEVATION = 1036.07DESCRIPTION: 1/2" IRON ROD BPC 18381NW CORNER OF LOT 7 PLAT 1POINT #8NORTHING = 587885.58EASTING = 1543827.57ELEVATION = 1042.17DESCRIPTION: 1/2" IRON ROD BPC 18381SE CORNER OF LOT 7 PLAT 1STORM WATER POLLUTION PREVENTION PLANVICINITY MAPSCALE: NOT 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.EROSION CONTROL NOTES:1.SEE SUPPLEMENTAL DETAIL STORM WATER POLLUTION PLANNARRATIVE FOR ALL EROSION CONTROL MEASURES,ADDITIONAL DETAILS AND NOTE. ADDITIONAL NOTES ANDMEASURES IN NARRATIVE SHALL BE CONSIDERED INCIDENTALAND SHALL BE INCLUDED IN THE ORIGINAL BID.2.SWPPP PLAN AND NARRATIVE ARE CONSIDERED A LIVINGDOCUMENT AND WILL NEED PERIODIC UPDATES ANDADJUSTMENTS AS NECESSARY DEPENDING ON SITECONDITIONS TO ASSURE COMPLIANCE WITH NPDES GENERALPERMIT NO. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TOUPDATE THE SWPPP AND IMPLEMENT ANY AND ALL MEASURESNECESSARY TO COMPLY WITH SAID PERMIT NO. 2.3.INSTALL PERIMETER SILT FENCE AS SHOWN ON PLANS PRIORTO CONSTRUCTION.4.INSTALL INTAKE PROTECTION WITH SILT FENCE IMMEDIATELYAFTER STORM SEWER CONSTRUCTION.5.INSTALL FINISHED PAVING INLET PROTECTION IMMEDIATELYAFTER PAVING IS COMPLETED AROUND INTAKE.6.OTHER EROSION CONTROL TYPES MAY NOT BE SUBSTITUTEDFOR SILT FENCE.7.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING ACONCRETE WASHOUT IN ACCORDANCE SUDAS SPEC 11,050AND NPDES GENERAL PERMIT NO. 2 DURING ALL CONCRETEWORK.8.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYINGTEMPORARY RESTROOM FACILITIES. SANITARY WASTE SHALLBE DISPOSED OF PER ALL FEDERAL, STATE AND LOCALREGULATIONS.9.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALLTOPSOIL REQUIREMENTS OF NPDES GENERAL PERMIT NO. 2ARE MET.20.SURFACED ACCESS TO PAVEMENT WILL BE REQUIRED IFDEVELOPER DOES NOT PROVIDE PAVED ROAD PRIOR TO THISSITE BEGINNING CONSTRUCTION.EROSION CONTROL REMOVAL NOTES:1.AFTER FINAL STABILIZATION HAS OCCURED, AS DEFINED INNPDES GENERAL PERMIT NO. 2, CONTRACTOR SHALL BERESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARYEROSION CONTROL DEVICES INCLUDING, BUT NOT LIMITED TO:SILT FENCE, INLET PROTECTION, AND TEMPORARYSTANDPIPES.NOT 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.M:\LAND PROJECTS 2018\180197\DWG\C7 SWPPP.DWG7/31/2018 4:44:39 PM
SITE5'-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 DETAILSDISTURBED AREA:DISTURBED AREA IS 58,090 SF (1.33 ACRE)NPDES GENERAL PERMIT NO. 2 IS REQUIREDEROSION CONTROL QUANTITIES:SILT FENCE1032 LFINLET PROTECTION7 EATEMPORARY SEEDING (SUDAS TYPE 4)58,800SFSOD 8,300SFNOT 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 BAG
Page 1
Vacuum Elevations
Not to Scale
P1902 Mike Inman
Waukee, Iowa
6/20/18
1
Customer
Location
Date
Revision
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Car Wash Systems. Any unauthorized use or disclosure of any
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