HomeMy WebLinkAbout2021-03-15-I10 Shottenkirk Vehicle Storage Lot and Car Wash_Site Plan
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: March 15, 2021
AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Shottenkirk
Vehicle Storage Lot and Car Wash (190 NW 6th Street)
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: Shottenkirk Waukee Properties II LLC, requests approval
of a site plan for a vehicle storage parking lot and car wash building that is
approximately 2,700 square feet in area. The existing gravel lot will be
replaced with pavement and the three existing buildings will be demolished.
The car wash is for private use only by Shottenkirk.
The applicant has provided elevations for the proposed car wash building on
the site, which meets the intent of the architectural guidelines within the Site
Plan Ordinance.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning
Commission reviewed this project at the January 12, 2021 Commission Meeting and
recommended approval subject to remaining staff comments:
Approval of a Site Plan for Shottenkirk Vehicle Storage Lot and Car Wash (190 NW 6th Street)
Senior Planner, Melissa DeBoer introduced the request for approval of a site plan for vehicle storage
lot and car wash for the Shottenkirk Chevrolet Dealership as submitted by the applicant, Shottenkirk
Waukee Properties II LLC. The subject property is generally located north of W. Hickman Road and
west of NW 6th Street, containing approximately 5 acres.
Mrs. DeBoer advised that the site plan indicates the construction of a storage lot containing
approximately 396 parking stalls and a car wash building to be used privately by the dealership. The
current properties on the site will be demolished, and the access will remain to serve the new storage
lot and carwash. Stormwater for the project will be maintained with a dry bottom detention basin to the
west of the site, and not within the current wet bottom basin currently in use by the dealership. All
open space and landscape requirements have been met.
Staff would recommend approval of the site plan for Shottenkirk Vehicles Storage Lot and Car Wash
subject to any remaining staff comments.
Commissioner Streit questioned why the Shottenkirk submittals were separate. Mrs. DeBoer
advised that the projects were run by separate engineering firms and were addressed
separately.
AGENDA ITEM: I10
Commissioner Broderick questioned of this would be adding detention to the Existing
Shottenkirk site. Chris Thompson, a representative for the applicant, advised that each site had
separate detention. The subject property drained east to west and would be maintained by the
independent basin indicated on the site plan.
Commissioner Streit moved to approve the site plan for Shottenkirk vehicle storage lot and car wash
subject to any remaining staff comments. Commissioner Inman seconded the motion. Recuse:
Broderick. Ayes: Inman, Koshy, Streit, Ward, and Hoifeldt. Nays: None. Motion Carries.
STAFF REVIEW AND COMMENT: Staff recommends approval of the site plan subject to
remaining staff comments.
RECOMMENDATION: Approve the resolution subject to remaining staff comments.
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Site Plan & Elevations
PREPARED BY: Melissa DeBoer, Senior Planner
REVIEWED BY:
THE CITY OF WAUKEE, IOWA
RESOLUTION 2021-
APPROVING THE SITE PLAN FOR SHOTTENKIRK VEHICLE STORAGE LOT AND
CAR WASH (190 NW 6TH STREET)
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 Shottenkirk Vehicle Storage Lot and Car Wash, subject to remaining staff
comments on January 12, 2021; AND,
WHEREAS, the Site Plan for Shottenkirk Vehicle Storage Lot and Car Wash is in general
conformance with §160 – Site and Building Development Standards Ordinance of the Waukee
Municipal Code; AND,
WHEREAS, the Site Plan for Shottenkirk Vehicle Storage Lot and Car Wash is in general
conformance with §161 – Landscaping and Open Space Ordinance of the Waukee Municipal
Code; AND,
NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on
this 15th day of March, 2021 that the Site Plan for Shottenkirk Vehicle Storage Lot and Car Wash
is approved subject to remaining staff comments.
____________________________
Courtney Clarke, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Anna Bergman
R. Charles Bottenberg
Chris Crone
Larry R. Lyon
Ben Sinclair
PLANNING AND ZONING COMMISSION STAFF REPORT
PROJECT: Shottenkirk Vehicle Storage Lot and
Car Wash – Site Plan
PREPARED BY: Melissa DeBoer, AICP – Senior Planner
REPORT DATE: January 6, 2021
MEETING DATE: January 12, 2021
GENERAL INFORMATION
Owner/Applicant: Shottenkirk Waukee Properties II LLC
Owner’s Representative:
Chris Thompson, Cooper Crawford & Associates
Request: The applicant is requesting approval of a site plan for
a vehicle storage lot and car wash.
Location and Size: Property is generally located north of Hickman Road
and west of NW 6th Street, containing approximately
0.81 acres.
Property Address:
190 NW 6th Street
AREA MAP
ABOVE: Aerial of subject property (outlined in BLUE) in relation to the surrounding area.
January 6, 2021
2 of 2
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Shottenkirk Car
Dealership Gravel
Lot
Medium Density
Residential
M-1A (Limited Industrial District)
North Industrial Warehouse Medium Density
Residential
M-1A (Limited Industrial District)
South Shottenkirk Car
Dealership
Mixed Use C-1 (Community and Highway Service
Commercial District)
East Agriculture Medium Density
Residential
A-1 (Agricultural District)
West Self-Storage Mixed Use M-1A (Limited Industrial District)
PROJECT DESCRIPTION
The project includes construction of a vehicle storage parking lot and car wash building. The existing gravel
will be replaced with pavement and the three existing buildings will be demolished. The car wash is for private
use only by Shottenkirk and is approximately 2,700 square feet in area.
ACCESS AND PARKING
An existing access is provided into this site off of NW 6th Street. No changes are proposed to this access.
The proposed site plan will add a total of 396 parking stalls to be used for storing vehicles for the dealership.
SIDEWALKS/TRAILS
No public sidewalks or trails are proposed with this project.
UTILITIES
Water, sanitary sewer and gas services will be brought in to serve the proposed car wash building. Storm
water detention will be provided with a detention basin located at the east side of the site.
LANDSCAPING & OPEN SPACE
A minimum of 15% of the site is required to be open space. The total amount of open space proposed is
39.6%. The applicant has provided the required amount of plantings per the landscaping ordinance.
ELEVATIONS
The elevations of the building are proposed to be constructed mostly of split faced block, glass overhead
doors and metal panel.
STAFF RECOMMENDATION
The site plan is in general conformance with the Site Plan Or dinance and Comprehensive Plan. Staff
recommends approval of the site plan subject to remaining staff comments.
COWCOWWFND. MAG NAILIN CONCRETESW COR. LOT 1INTERSTATE BUSINESSVENTURES PLAT 1FND. 1/2" I.R.FND. 1/2" I.R.W/ CAP #3321FND. 1/2" I.R.W/ CAP #3321NE COR. LOT 1INTERSTATE BUSINESSVENTURES PLAT 1FND. 1/2" G.P.SMASHED YEL. CAPSE COR. LOT 1INTERSTATE BUSINESSVENTURES PLAT 1FND. 1/2" I.R.FND. 1/2" G.P.BENTPONDWOODPOWER POLE(TO BE RELOCATED)WOODPOWER POLEEXISTINGBUILDINGEXISTINGBUILDINGEXISTING
GRAVEL FND. 1/2" G.P.W/ CAP #3169NW COR. LOT 2INTERSTATE BUSINESSVENTURES PLAT 1S89°28'10"E 640.89'S00°12'56"E 103.41'S89°53'50"E 121.10'S00°11'41"E 262.88'N89°35'31"W 299.10'N02°21'24"W 79.44'N89°29'23"W 461.90'N00°12'00"E 286.83'N00°12'00"E163.37'
NW 6th STREET 40' B.S.L.35' B.S.L.EXISTINGGRAVEL121212121277404137373737373719NEW PRIVATECARWASH17.00'
TYP.9.00'TYP.17.00'TYP.9.00'TYP.18.00'TYP.9.00'TYP.18.00'TYP.9.00'TYP.18.00'TYP.9.00'TYP.18.00'TYP.9.00'TYP.18.00'TYP.9.00'TYP.18.00'TYP.9.00'TYP.18.00'
TYP.9.00'TYP.18.00'
TYP.9.00'TYP.18.00'
TYP.9.00'TYP.18.00'
TYP.9.00'TYP.18.00'
TYP.9.00'TYP.18.00'
TYP.9.00'TYP.18.00'
TYP.9.00'TYP.18.00'TYP.9.00'TYP.24.00'24.00'24.00'24.00'
24.00'24.00'24.00'24.00'
24.00'
24.00'24.00'24.00'24.00'24.00'R9.00'R9.00'R9.00'R9.00'R9.00'R9.00'R9.00'R9.00'R9.00'R9.00'R9.00'R9.00'R9.00'R9.00'R9.00'R9.00'R9.00'R9.00'R9.00'R9.00'R9.00'R9.00'R9.00'R9.00'R9.00'R9.00'R9.00'R9.00'R9.00'R9.00'R9.00'R9.00'R9.00'R9.00'R9.00'R9.00'R5.00'R5.00'R5.00'R9.00'R9.00'R9.00'R5.00'R15.00'R15.00'R15.00'R9.00'R20.00'R15.00'R15.00'R5.00'R5.00'R5.00'R15.00'R15.00'R5.00'R15.00'R5.00'R5.00'R15.00'R5.00'24.00'24.00'24.00'24.00'EX. P.U.E. (BK. 2002, PG. 16334)EX. 20.00'DRAINAGEEASE. (BK. 2002 PG. 16334)TO BE ABANDONED120'x150' DRAINAGE &DETENTION EASE.(BK. 2002 PG. 16334TO BE ABANDONEDEX. 30.00'R.O.W.18' GRAVELROADS
T
STWR20.00'PROPOSEDDETENTION EASE.(PRIVATE)21.66'
21.80'5.00'N00°11'41"W 262.86'5.00'262.88'R.O.W.DEDICATION1,314 S.F.15' P.U.E.1.81'G
2"
G
2"G2"REVISIONS:DATE:CCSHEETJOB NUMBER0SCALE:OOPER RAWFORDCIVIL ENGINEERSCC& ASSOCIATES, L.L.C.PHONE: (515) 224-1344 FAX: (515) 224-1345475 S. 50th STREET, SUITE 800, WEST DES MOINES, IOWA 50265APPROVED:INITIALED:AS-BUILT:IOWAONE-CALL800-292-8989TOLL-FREECALL- BEFORE- YOU- DIGDIMENSION PLAN2401C111-24-20201"=30'1530SHOTTENKIRK EXPANSION(X-X-2003)XXX(X-X-2003)NSITE PLANSHOTTENKIRKVEHICLE STORAGELOT AND CAR WASH190 NW 6th STREET, WAUKEEOWNER / APPLICANTSHOTTENKIRK WAUKEE PROPERTIES II LLC309 S GEAR AVEWEST BURLINGTON, IA 52655ZONINGEXISTING : M-1ALIMITED INDUSTRIAL DISTRICTLEGAL DESCRIPTIONLOT 1 INTERSTATE BUSINESS VENTURES PLAT 1, AN OFFICIAL PLAT, CITY OF WAUKEE,DALLAS COUNTY, IOWA.SAID TRACT OF LAND CONTAINS 5.281ACRES MORE OR LESS.SAID TRACT OF SUBJECT TO ALL EASEMENTS OF RECORD.WATER MAIN & SIZEPLAT BOUNDARYSANITARY SEWER & SIZELEGENDEXISTING/PROPOSEDPP/LPXX990GAS MAIN & SIZEPP/LPMANHOLEINTAKEHYDRANTUNDERGROUND ELECTRIC CABLESTORM SEWER & SIZEUNDERGROUND TELEPHONE CABLEUNDERGROUND CABLE TVPOWER POLE/LIGHT POLEUTILITY BOX/TELEPHONE RISERXXSILT FENCE ORTREESPROPOSED CONTOURSEXISTING CONTOURSUGEUGTCTV990STSANW8"8"8"G4APPROVED FILTRATION SOCKSETBACKSFRONT -40'REAR -35'SIDE -0'SITE AREASBUILDINGS2,686 S.F.1.2%PAVING136,30259.2%OPEN SPACE91,064 S.F.39.6%TOTAL230,052 S.F.100%TOTAL IMPERVIOUS AREA (BUILDINGS, PAVING, & WALKS) 140,910 S.F.REQ'D OPEN SPACE = 34,508S.F. (230,052 * 15%)396 NEW PARKING STALLS ADDED.PAGES OR SHEETS COVERED BY THIS SEAL:KEVEN J. CRAWFORD, P.E. IOWA LICENSE NO. 13156MY LICENSE RENEWAL DATE IS DECEMBER 31, 2020I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WASPREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISIONAND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OF IOWA.SHEETS 1-3 & 5BUILDING HEIGHTMAX. BUILDING HEIGHT = 40' PRINCIPAL BUILDING1 STORY OR 14' ACCESSORYBUILDING HEIGHT = 1 STORIESNOTES (GENERAL)1.ONE WEEK PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY:A. CITY OF WAUKEE ENGINEERING DEPARTMENT2.ALL DIMENSIONS ARE TO BACK OF CURB, OUTSIDE OF BUILDING WALL, AND TO PROPERTY LINES.3.THE LOCATIONS AND DIMENSIONS SHOWN ON THE PLANS FOR EXISTING FACILITIES ARE IN ACCORDANCE WITH AVAILABLEINFORMATION WITHOUT UNCOVERING AND MEASURING. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF THISINFORMATION OR THAT ALL EXISTING UNDERGROUND FACILITIES ARE SHOWN. IT IS THE RESPONSIBILITY OF THECONTRACTOR TO CONTACT ALL PUBLIC AND/OR PRIVATE UTILITIES SERVING THE AREA TO DETERMINE THE PRESENT EXTENTAND EXACT LOCATION OF THEIR FACILITIES BEFORE BEGINNING WORK.4.THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES AT THESITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF UTILITIES OR STRUCTURES CONCERNEDBEFORE STARTING WORK. THE CONTRACTOR SHALL NOTIFY THE PROPER UTILITY IMMEDIATELY UPON BREAKING OR DAMAGE TOANY UTILITY LINE OR APPURTENANCE, OR THE INTERRUPTION OF THEIR SERVICE. HE SHALL NOTIFY THE PROPER UTILITYINVOLVED. IF EXISTING UTILITY LINES ARE ENCOUNTERED THAT CONFLICT IN LOCATION WITH NEW CONSTRUCTION, THECONTRACTOR SHALL NOTIFY THE ENGINEER SO THAT THE CONFLICT MAY BE RESOLVED.5.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH WAUKEE STANDARD SPECIFICATIONS.6.SIDEWALK AND DRIVE APPROACH INSTALLATIONS TO BE INSPECTED BY CITY OF WAUKEE ENGINEERING DEPARTMENT, MINIMUM24 HOUR NOTICE.7.PROVIDE 2' CONCRETE BOXOUT AROUND ALL INTAKES AND MANHOLES WITHIN PAVED AREAS.8.ALL DEBRIS SPILLED ON CITY R.O.W. AND ADJOINING PROPERTY SHALL BE REMOVED BY OWNER/CONTRACTOR BY THE END OF THEWORK DAY AND PRIOR TO RAIN EVENT.9.VERIFY COORDINATES AND BUILDING CORNERS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION.10.ALL SITE WORK, SODDING AND LANDSCAPING SHALL BE IN ACCORDANCE WITH WAUKEE STANDARD SPECIFICATIONS.11.PAVING SHALL BE A MINIMUM OF 8-INCH P.C.C. IN PUBLIC RIGHT-OF-WAY AND 6-INCH P.C.C. IN PRIVATE DRIVES AND PARKINGLOTS.12.EXISTING TREES WILL BE SAVED TO THE EXTENT POSSIBLE TO ACCOMMODATE GRADING, UTILITY AND STREET CONSTRUCTION.13.ALL LIGHTING MUST COMPLY WITH THE CITY OF WAUKEE LIGHTING REQUIREMENTS.14.ALL MECHANICAL UNITS THAT ARE ROOFTOP UNITS MUST BE SCREENED FROM STREET LEVEL VIEW.15.ALL EXTERIOR PARKING LOT AND BUILDING MOUNTED LIGHT FIXTURES MUST BE LOW GLARE, "CUT OFF" FIXTURES.16.ANY PROPOSED CHANGES TO THE PLAN SET SHALL BE APPROVED IN WRITING BY THE CITY OF WAUKEE DEVELOPMENT SERVICESDEPARTMENT.17.THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOT BEEN GRANTEDAPPROVAL IN WRITING BY THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT.18.PAVEMENT REPLACEMENT IN THE EVENT OF PUBLIC UTILITY MAINTENANCE WILL BE AT COST TO THE SITE OWNER.19.ALL WORK DONE SHALL BE IN CONFORMANCE WITH CURRENT EDITIONS OF THE WAUKEE SPECIFICATIONS FOR PUBLICIMPROVEMENTS AND SUDAS.LAUREL ST.ELM ST.HIGHWAY 6 / HICKMAN ROADASHWORTH DR.6th ST.
9th ST.
N. 10TH STREET/R-22.10th ST.
4th ST.VICINITY SKETCHTHISSITENNNO SCALE12-8-2020SHEET INDEXC1DIMENSION PLANC2GRADING PLANC3EROSION & SEDIMENT CONTROL PLANC4UTILITY PLANC5LANDSCAPE PLANC6DEMOLITION PLAN12-22-202001-05-2021
COWCOWWPONDWOODPOWER POLE(TO BE RELOCATED)WOODPOWER POLEEXISTINGBUILDINGEXISTINGBUILDINGEXISTING
GRAVEL102510231024102610251026102710281029
1020
1021
1022
1023
102110221023 10
2
210231024
1022102310251030
102410261027 1028 1029 1031 1032 103010301026102710271028102810291029NW 6th STREET EXISTINGGRAVEL121212121277404137373737373719NEW PRIVATECARWASHPRIVATE DETENTIONOVERFLOW = 1023.50PROVIDED VOLUME = 39,503 FT^3100-YEAR POOL ELEV. - 1,021.58'1021.211024.071023.961023.851024.061024.211023.911024.401024.581024.761024.941025.121025.301025.491025.671025.851026.031026.211026.391026.571026.761026.871026.761026.731026.701027.821028.051028.291028.331028.361028.471027.881027.641027.751027.861028.221025.271025.371025.401025.431025.401024.831024.271024.951025.021025.091024.911025.901025.901025.151024.201024.831024.521023.791023.681023.561023.401023.231023.171022.521022.591022.621022.641022.651022.801022.951023.731024.121024.441025.901025.741024.861024.621024.391024.231024.031023.441023.501021.451022.951022.971022.991023.011022.911022.821022.721022.631022.531022.751022.771022.791022.871024.681024.321023.951023.831023.721023.641023.571023.641023.711024.111024.501024.591024.871024.931024.991024.931024.871024.781024.691024.841024.991024.931024.871024.801027.701027.641027.591027.531027.471027.401027.471027.531027.591027.641027.701027.771028.181028.121028.071028.011027.951027.881027.951028.011028.071028.121028.181028.251027.701027.641027.591027.531027.471027.401027.471027.531027.591027.641027.701027.771024.081024.041024.001023.851023.701023.711023.721023.791023.861023.881023.901023.991025.211025.271025.321024.801024.271024.271024.271024.801025.321025.271025.211025.281024.001023.961023.911023.811023.701023.631023.561023.681023.811023.871023.921023.961024.871024.931024.991024.931024.871024.781024.691024.851025.011024.941024.871024.801026.901027.101027.301027.501027.701028.381028.301028.471028.211028.121028.041027.951028.021027.821027.621027.421027.221027.021026.821026.621026.421026.221026.021025.821025.621025.421024.471024.671024.771024.641023.011022.861022.711022.561023.291023.141022.991023.081023.301023.511023.721023.931023.311023.371023.421023.441023.351023.251023.191023.101023.001023.001023.081023.151023.231024.121024.131024.131024.121024.021023.911023.861023.851023.841023.841023.881023.911024.021022.941023.551024.501024.641024.841025.041025.241025.441025.641025.841026.041026.241026.441026.641026.841024.911025.041025.241025.441025.641025.841026.041026.241026.441026.651026.851027.051027.251024.511024.651024.851025.051025.251025.451025.651025.851026.051026.251026.451026.651026.851023.691023.411023.261023.461023.07OVERFLOW = 1023.501
0
2
5
10261027
102510261027102810271026102510251026102710241024
1023 1022 1021
1022 1023
1023 102410241025F.F.E. =1025.90EX. P.U.E. (BK. 2002, PG. 16334)EX. 20.00'DRAINAGEEASE. (BK. 2002 PG. 16334)TO BE ABANDONED120'x150' DRAINAGE &DETENTION EASE.(BK. 2002 PG. 16334TO BE ABANDONEDEX. 30.00'R.O.W.18' GRAVELROAD1025.631023.741021.251021.801023.231027.401029.551023.991021.761021.751021.691021.611021.511021.741021.831025.901025.9010251025.901025.90S
T
2.0%3.03%5
.
1
9%
1021
6.8
4
%
5.29%100-YEARELEVATION:1,022.67'100-YEARELEVATION:1,024.95'R250.00' HYD. RADIUSSTW1023.79PROPOSEDDETENTION EASE.(PRIVATE)OVERFLOW ROUTEELEV: 1,024.99'1024.39OVERFLOW ROUTETOP OF CURBELEV: 1,023.44'1020
10
18
26.16%26.95%
28.84%11.17%19.47%18.52%2.0%2.0%1025.741025.741025.811025.9015' P.U.E.G
2"
G
2"G2"2.01%7.5
2
%REVISIONS:DATE:CCSHEETJOB NUMBER0SCALE:OOPER RAWFORDCIVIL ENGINEERSCC& ASSOCIATES, L.L.C.PHONE: (515) 224-1344 FAX: (515) 224-1345475 S. 50th STREET, SUITE 800, WEST DES MOINES, IOWA 50265APPROVED:INITIALED:AS-BUILT:IOWAONE-CALL800-292-8989TOLL-FREECALL- BEFORE- YOU- DIGGRADING PLAN2401C211-24-20201"=30'1530SHOTTENKIRK EXPANSION(X-X-2003)XXX(X-X-2003)NWATER MAIN & SIZEPLAT BOUNDARYSANITARY SEWER & SIZELEGENDEXISTING/PROPOSEDPP/LPXX990GAS MAIN & SIZEPP/LPMANHOLEINTAKEHYDRANTUNDERGROUND ELECTRIC CABLESTORM SEWER & SIZEUNDERGROUND TELEPHONE CABLEUNDERGROUND CABLE TVPOWER POLE/LIGHT POLEUTILITY BOX/TELEPHONE RISERXXSILT FENCE ORTREESPROPOSED CONTOURSEXISTING CONTOURSUGEUGTCTV990STSANW8"8"8"G4APPROVED FILTRATION SOCKNOTES (GRADING)1.ALL DIMENSIONS ARE TO BACK OF CURB, OUTSIDE OF BUILDING WALL, AND TO PROPERTY LINES.2.THE LOCATIONS AND DIMENSIONS SHOWN ON THE PLANS FOR EXISTING FACILITIES ARE IN ACCORDANCE WITH AVAILABLEINFORMATION WITHOUT UNCOVERING AND MEASURING. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF THIS INFORMATIONOR THAT ALL EXISTING UNDERGROUND FACILITIES ARE SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALLPUBLIC AND/OR PRIVATE UTILITIES SERVING THE AREA TO DETERMINE THE PRESENT EXTENT AND EXACT LOCATION OF THEIR FACILITIESBEFORE BEGINNING WORK.3.THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES AT THE SITE. ITSHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF UTILITIES OR STRUCTURES CONCERNED BEFORE STARTINGWORK. THE CONTRACTOR SHALL NOTIFY THE PROPER UTILITY IMMEDIATELY UPON BREAKING OR DAMAGE TO ANY UTILITY LINE ORAPPURTENANCE, OR THE INTERRUPTION OF THEIR SERVICE. HE SHALL NOTIFY THE PROPER UTILITY INVOLVED. IF EXISTING UTILITYLINES ARE ENCOUNTERED THAT CONFLICT IN LOCATION WITH NEW CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER SOTHAT THE CONFLICT MAY BE RESOLVED.4.STRIP TOPSOIL FROM ALL AREAS WHICH ARE TO BE FILLED OR CUT.5.STOCKPILE SUFFICIENT TOPSOIL TO ALLOW FINISH GRADING WITH A FINISHED GRADE OF 8 INCHES OF SALVAGED OR AMENDED TOPSOIL.6.ALL AREAS TO RECEIVE FILL TO BE BENCHED.7.PREPARE BOTTOM OF BENCH FOR FILL BY DISCING TO A DEPTH OF 6-INCHES.8.ALL SITE GRADING FILL SHALL BE COMPACTED TO A DENSITY THAT IS NOT LESS THAN 95% STANDARD PROCTOR AND MEET ALLGEOTECHNICAL RECOMMENDATIONS.9.MAINTAIN ALL CUT AND FILL AREAS FOR SURFACE DRAINAGE AT ALL TIMES.10.FINAL GRADES WITHIN PAVED AREAS SHALL BE WITHIN 0.1' OF PLAN GRADE, ALL OTHER AREAS TO BE WITHIN 0.2' OF PLAN GRADE.11.A MINIMUM OF ONE FOOT OF COMPACTED COHESIVE SUBGRADE SHALL BE PROVIDED BENEATH ALL PAVEMENTS.12.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT EDITIONS OF WAUKEE SPECIFICATIONS FOR PUBLIC IMPROVEMENTS ANDSUDAS.13.EXISTING TREES WILL BE SAVED TO THE EXTENT POSSIBLE TO ACCOMMODATE GRADING, UTILITY AND STREET CONSTRUCTION.14.ALL WORK WITHIN PUBLIC R.O.W., CONNECTION TO PUBLIC IMPROVEMENTS, AND ALL WORK ASSOCIATED WITH PUBLIC IMPROVEMENTSSHALL COMPLY WITH THE CITY OF WAUKEE STANDARD SPECIFICATIONS.15.FOUNDATIONS SUPPORTING WOOD SHALL EXTEND AT LEAST 6" ABOVE ADJACENT GRADE AND THE CLEARANCE BETWEEN ANY SIDINGMATERIAL AND THE SOD SHALL BE A MINIMUM OF 6".16.THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT NO LESS THAN 1:12 FOR ADISTANCE OF 6'.17.ANY GRADING WITHIN PUBLIC R.O.W. WILL NEED TO CONFORM WITH THE CITY OF WAUKEE STANDARD SPECIFICATIONS.18.ALL SIDEWALK SLOPES GREATER THAN 1 UNIT VERTICAL IN 20 UNITS HORIZONTAL SHALL BE ACCOMPANIED BY A HANDRAIL.19.CROSS SLOPE ON ALL SIDEWALKS NOT TO EXCEED 2.00%.20.ALL SPOTS ARE TO TOP OF SLAB UNLESS OTHERWISE NOTED.21.ON-SITE INSPECTION SHALL BE REQUESTED WITH THE BUILDING DIVISION PRIOR TO PLACE OF ANY CONCRETE RAMPS.NOTES (EROSION & POLLUTION CONTROL)1.THE SUBCONTRACTOR RESPONSIBLE FOR EROSION AND POLLUTION CONTROL SHALL CARRY OUT THE MEASURESDETAILED ON THIS SITE PLAN.2.CONTROLS MUST BE IN GOOD OPERATING CONDITION UNTIL THE CONSTRUCTION ACTIVITY IS COMPLETE AND FINALSTABILIZATION HAS BEEN REACHED.3.THE SUBCONTRACTOR SHALL INSPECT THE SITE AT MINIMUM ONCE EVERY 7 DAYS. ALL DISTURBED AREAS OF THE SITE,AREAS OF MATERIAL STORAGE, LOCATIONS WHERE VEHICLES ENTER/EXIT THE SITE. ALL OF THE EROSION ANDSEDIMENT CONTROLS THAT ARE IDENTIFIED AS PART OF THIS PLAN AND ACCESSIBLE DISCHARGE LOCATIONS MUST BEINSPECTED.4.THE SUBCONTRACTOR IS TO TAKE NECESSARY ACTIONS TO CORRECT DEFICIENCIES FOUND DURING INSPECTIONS ASSOON AS PRACTICAL BUT IN NO CASE LATER THAN 7 DAYS AFTER THE INSPECTION IN WHICH THE DEFICIENCY WASFOUND.5.THE SUBCONTRACTOR SHALL KEEP LOG AND PREPARE WEEKLY REPORTS DETAILING THE INSPECTIONS AND MEASURESTAKEN TO CORRECT ANY AND ALL DEFICIENCIES FOUND IN THE EROSION AND POLLUTION CONTROL MEASURES. THEREPORTS SHALL CONFORM TO THE STANDARDS SET BY THE IOWA DEPARTMENT OF NATURAL RESOURCES. COPIES OFTHESE REPORTS SHALL BE FORWARDED TO THE DEVELOPER AND TO COOPER CRAWFORD & ASSOCIATES, L.L.C.6.AFTER INITIAL GRADING PRIOR TO UTILITY CONSTRUCTION - ALL DISTURBED AREAS OUTSIDE OF THE PROPOSEDR.O.W.'S ARE TO HAVE TEMPORARY SEEDING AND MULCHING (TYPE 4 SEED MIXTURE PER SUDAS TABLE 9010.09).CONTRACTOR AND SUBS ARE TO TRY TO MINIMIZE DISTURBANCE TO THESE SEEDED AREAS THROUGH THE USE OFSPECIFIC ACCESS ROUTES WITHIN THE SITE.7.DURING CONSTRUCTION, IF IT BECOMES EVIDENT THAT A DISTURBED AREA WILL NOT BE DISTURBED FOR 14 DAYS, ITSHALL BE STABILIZED IMMEDIATELY.8.SODDING TO BE DONE IMMEDIATELY AFTER FINAL GRADING.9.ANY FAILED AREAS OF SEEDING/MULCHING SHALL BE REAPPLIED.10.ANY SOIL OR SPILL WASHED, TRACKED OR DROPPED ONTO ADJOINING RIGHT-OF-WAYS AND PROPERTY WILL BE CLEANEDUP BY THE END OF THE WORKING DAY AND PRIOR TO A RAIN EVENT.11.FILTER SOCKS ARE TO BE INSPECTED ONCE A WEEK AND AFTER EACH RAINSTORM, LOOK FOR UNDERCUTTING ANDFAILURES IN FABRIC. REPLACE/REPAIR AS NECESSARY.12.ADDITIONAL FILTER SOCKS (TO THAT SHOWN ON THIS PLAN) MAY BE REQUIRED IN AREAS WHERE EROSION ISEVIDENT.13.FILTER SOCKS ARE TO BE CLEANED UP WHEN THEY HAVE LOST 50% OF THEIR CAPACITY.14.ALL INTAKES SHALL HAVE FILTER SOCKS PRIOR TO PAVING AND INLET FILTERS AFTER PAVING. THESE FILTERS REMAININ PLACE UNTIL THE SITE HAS A PERMANENT PERENNIAL GROUND COVER.15.ALL INTAKES SHALL BE COVERED DURING CONSTRUCTION TO PREVENT SEDIMENTATION DEPOSITS WITHIN THE STORMSEWER.16.IN THE EVENT THAT SEEDING/MULCHING DOES NOT OCCUR PRIOR TO WINTER, ALL DISTURBED AREAS WILL BEMULCHED.17.NO BORROW/SPOILS SITES ARE ANTICIPATED.18.EROSION CONTROL CONTACT (TO BE DETERMINED)SITE PLANSHOTTENKIRKVEHICLE STARAGELOT AND CAR WASH190 NW 6th STREET, WAUKEE12-8-202012-22-202001-05-2021
COWCOWWPONDWOODPOWER POLE(TO BE RELOCATED)WOODPOWER POLEEXISTINGBUILDINGEXISTINGBUILDINGEXISTING
GRAVEL102510231024102610251026102710281029
1020
1021
1022
1023
102110221023 10
2
210231024
1022102310251030
102410261027 1028 1029 1031 1032 103010301026102710271028102810291029NW 6th STREET EXISTINGGRAVEL121212121277404137373737373719NEW PRIVATECARWASHPRIVATE DETENTIONOVERFLOW = 1023.50PROVIDED VOLUME = 39,503 FT^3100-YEAR POOL ELEV. - 1,021.58'OVERFLOW = 1023.501
0
2
5
10261027
102510261027102810271026102510251026102710241024
1023 1022 1021
1022 1023
1023 102410241025EX. P.U.E. (BK. 2002, PG. 16334)EX. 20.00'DRAINAGEEASE. (BK. 2002 PG. 16334)TO BE ABANDONED120'x150' DRAINAGE &DETENTION EASE.(BK. 2002 PG. 16334TO BE ABANDONEDEX. 30.00'R.O.W.18' GRAVELROAD1025S
T
1021 100-YEARELEVATION:1,022.67'100-YEARELEVATION:1,024.95'STWCONSTRUCTIONSTAGING AREACONC. WASHOUT &WASTE CONTAINMENTTOP SOIL STOCKPILESURROND W/SILT FENCEPROPOSED LIMITSOF DISTURBANCEPROPOSED LIMITSOF DISTURBANCEINSTALL MIN.50'X15' ROCKCONSTRUCTION ENTRANCEULTIMATE DISCHARGEEXISTING STORM TOLITTLE WALNUT CREEKPROPOSEDDETENTION EASE.(PRIVATE)OVERFLOW ROUTEELEV: 1,024.99'OVERFLOW ROUTETOP OF CURBELEV: 1,023.44'1020
10
18
15' P.U.E.G
2"
G
2"G2"REVISIONS:DATE:CCSHEETJOB NUMBER0SCALE:OOPER RAWFORDCIVIL ENGINEERSCC& ASSOCIATES, L.L.C.PHONE: (515) 224-1344 FAX: (515) 224-1345475 S. 50th STREET, SUITE 800, WEST DES MOINES, IOWA 50265APPROVED:INITIALED:AS-BUILT:IOWAONE-CALL800-292-8989TOLL-FREECALL- BEFORE- YOU- DIGEROSION & SEDIMENT CONTROL PLAN2401C311-24-20201"=30'1530SHOTTENKIRK EXPANSION(X-X-2003)XXX(X-X-2003)NWATER MAIN & SIZEPLAT BOUNDARYSANITARY SEWER & SIZELEGENDEXISTING/PROPOSEDPP/LPXX990GAS MAIN & SIZEPP/LPMANHOLEINTAKEHYDRANTUNDERGROUND ELECTRIC CABLESTORM SEWER & SIZEUNDERGROUND TELEPHONE CABLEUNDERGROUND CABLE TVPOWER POLE/LIGHT POLEUTILITY BOX/TELEPHONE RISERXXSILT FENCE ORTREESPROPOSED CONTOURSEXISTING CONTOURSUGEUGTCTV990STSANW8"8"8"G4APPROVED FILTRATION SOCKNOTES (GRADING)1.ALL DIMENSIONS ARE TO BACK OF CURB, OUTSIDE OF BUILDING WALL, AND TO PROPERTY LINES.2.THE LOCATIONS AND DIMENSIONS SHOWN ON THE PLANS FOR EXISTING FACILITIES ARE IN ACCORDANCE WITH AVAILABLEINFORMATION WITHOUT UNCOVERING AND MEASURING. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF THIS INFORMATIONOR THAT ALL EXISTING UNDERGROUND FACILITIES ARE SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALLPUBLIC AND/OR PRIVATE UTILITIES SERVING THE AREA TO DETERMINE THE PRESENT EXTENT AND EXACT LOCATION OF THEIR FACILITIESBEFORE BEGINNING WORK.3.THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES AT THE SITE. ITSHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF UTILITIES OR STRUCTURES CONCERNED BEFORE STARTINGWORK. THE CONTRACTOR SHALL NOTIFY THE PROPER UTILITY IMMEDIATELY UPON BREAKING OR DAMAGE TO ANY UTILITY LINE ORAPPURTENANCE, OR THE INTERRUPTION OF THEIR SERVICE. HE SHALL NOTIFY THE PROPER UTILITY INVOLVED. IF EXISTING UTILITYLINES ARE ENCOUNTERED THAT CONFLICT IN LOCATION WITH NEW CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER SOTHAT THE CONFLICT MAY BE RESOLVED.4.STRIP TOPSOIL FROM ALL AREAS WHICH ARE TO BE FILLED OR CUT.5.STOCKPILE SUFFICIENT TOPSOIL TO ALLOW FINISH GRADING WITH A FINISHED GRADE OF 8 INCHES OF SALVAGED OR AMENDED TOPSOIL.6.ALL AREAS TO RECEIVE FILL TO BE BENCHED.7.PREPARE BOTTOM OF BENCH FOR FILL BY DISCING TO A DEPTH OF 6-INCHES.8.ALL SITE GRADING FILL SHALL BE COMPACTED TO A DENSITY THAT IS NOT LESS THAN 95% STANDARD PROCTOR AND MEET ALLGEOTECHNICAL RECOMMENDATIONS.9.MAINTAIN ALL CUT AND FILL AREAS FOR SURFACE DRAINAGE AT ALL TIMES.10.FINAL GRADES WITHIN PAVED AREAS SHALL BE WITHIN 0.1' OF PLAN GRADE, ALL OTHER AREAS TO BE WITHIN 0.2' OF PLAN GRADE.11.A MINIMUM OF ONE FOOT OF COMPACTED COHESIVE SUBGRADE SHALL BE PROVIDED BENEATH ALL PAVEMENTS.12.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT EDITIONS OF WAUKEE SPECIFICATIONS FOR PUBLIC IMPROVEMENTS ANDSUDAS.13.EXISTING TREES WILL BE SAVED TO THE EXTENT POSSIBLE TO ACCOMMODATE GRADING, UTILITY AND STREET CONSTRUCTION.14.ALL WORK WITHIN PUBLIC R.O.W., CONNECTION TO PUBLIC IMPROVEMENTS, AND ALL WORK ASSOCIATED WITH PUBLIC IMPROVEMENTSSHALL COMPLY WITH THE CITY OF WAUKEE STANDARD SPECIFICATIONS.15.FOUNDATIONS SUPPORTING WOOD SHALL EXTEND AT LEAST 6" ABOVE ADJACENT GRADE AND THE CLEARANCE BETWEEN ANY SIDINGMATERIAL AND THE SOD SHALL BE A MINIMUM OF 6".16.THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT NO LESS THAN 1:12 FOR ADISTANCE OF 6'.17.ANY GRADING WITHIN PUBLIC R.O.W. WILL NEED TO CONFORM WITH THE CITY OF WAUKEE STANDARD SPECIFICATIONS.18.ALL SIDEWALK SLOPES GREATER THAN 1 UNIT VERTICAL IN 20 UNITS HORIZONTAL SHALL BE ACCOMPANIED BY A HANDRAIL.19.CROSS SLOPE ON ALL SIDEWALKS NOT TO EXCEED 2.00%.20.ALL SPOTS ARE TO TOP OF SLAB UNLESS OTHERWISE NOTED.21.ON-SITE INSPECTION SHALL BE REQUESTED WITH THE BUILDING DIVISION PRIOR TO PLACE OF ANY CONCRETE RAMPS.22.SAWCUTTING/GRINDING SLURRY SHALL BE CONTAINED AND DISPOSED PER SUDAS.NOTES (EROSION & POLLUTION CONTROL)1.THE SUBCONTRACTOR RESPONSIBLE FOR EROSION AND POLLUTION CONTROL SHALL CARRY OUT THE MEASURESDETAILED ON THIS SITE PLAN.2.CONTROLS MUST BE IN GOOD OPERATING CONDITION UNTIL THE CONSTRUCTION ACTIVITY IS COMPLETE AND FINALSTABILIZATION HAS BEEN REACHED.3.THE SUBCONTRACTOR SHALL INSPECT THE SITE AT MINIMUM ONCE EVERY 7 DAYS. ALL DISTURBED AREAS OF THE SITE,AREAS OF MATERIAL STORAGE, LOCATIONS WHERE VEHICLES ENTER/EXIT THE SITE. ALL OF THE EROSION ANDSEDIMENT CONTROLS THAT ARE IDENTIFIED AS PART OF THIS PLAN AND ACCESSIBLE DISCHARGE LOCATIONS MUST BEINSPECTED.4.THE SUBCONTRACTOR IS TO TAKE NECESSARY ACTIONS TO CORRECT DEFICIENCIES FOUND DURING INSPECTIONS ASSOON AS PRACTICAL BUT IN NO CASE LATER THAN 7 DAYS AFTER THE INSPECTION IN WHICH THE DEFICIENCY WASFOUND.5.THE SUBCONTRACTOR SHALL KEEP LOG AND PREPARE WEEKLY REPORTS DETAILING THE INSPECTIONS AND MEASURESTAKEN TO CORRECT ANY AND ALL DEFICIENCIES FOUND IN THE EROSION AND POLLUTION CONTROL MEASURES. THEREPORTS SHALL CONFORM TO THE STANDARDS SET BY THE IOWA DEPARTMENT OF NATURAL RESOURCES. COPIES OFTHESE REPORTS SHALL BE FORWARDED TO THE DEVELOPER AND TO COOPER CRAWFORD & ASSOCIATES, L.L.C.6.AFTER INITIAL GRADING PRIOR TO UTILITY CONSTRUCTION - ALL DISTURBED AREAS OUTSIDE OF THE PROPOSEDR.O.W.'S ARE TO HAVE TEMPORARY SEEDING AND MULCHING (TYPE 4 SEED MIXTURE PER SUDAS TABLE 9010.09).CONTRACTOR AND SUBS ARE TO TRY TO MINIMIZE DISTURBANCE TO THESE SEEDED AREAS THROUGH THE USE OFSPECIFIC ACCESS ROUTES WITHIN THE SITE.7.DURING CONSTRUCTION, IF IT BECOMES EVIDENT THAT A DISTURBED AREA WILL NOT BE DISTURBED FOR 14 DAYS, ITSHALL BE STABILIZED IMMEDIATELY.8.SODDING TO BE DONE IMMEDIATELY AFTER FINAL GRADING.9.ANY FAILED AREAS OF SEEDING/MULCHING SHALL BE REAPPLIED.10.ANY SOIL OR SPILL WASHED, TRACKED OR DROPPED ONTO ADJOINING RIGHT-OF-WAYS AND PROPERTY WILL BE CLEANEDUP BY THE END OF THE WORKING DAY AND PRIOR TO A RAIN EVENT.11.FILTER SOCKS ARE TO BE INSPECTED ONCE A WEEK AND AFTER EACH RAINSTORM, LOOK FOR UNDERCUTTING ANDFAILURES IN FABRIC. REPLACE/REPAIR AS NECESSARY.12.ADDITIONAL FILTER SOCKS (TO THAT SHOWN ON THIS PLAN) MAY BE REQUIRED IN AREAS WHERE EROSION ISEVIDENT.13.FILTER SOCKS ARE TO BE CLEANED UP WHEN THEY HAVE LOST 50% OF THEIR CAPACITY.14.ALL INTAKES SHALL HAVE FILTER SOCKS PRIOR TO PAVING AND INLET FILTERS AFTER PAVING. THESE FILTERS REMAININ PLACE UNTIL THE SITE HAS A PERMANENT PERENNIAL GROUND COVER.15.ALL INTAKES SHALL BE COVERED DURING CONSTRUCTION TO PREVENT SEDIMENTATION DEPOSITS WITHIN THE STORMSEWER.16.IN THE EVENT THAT SEEDING/MULCHING DOES NOT OCCUR PRIOR TO WINTER, ALL DISTURBED AREAS WILL BEMULCHED.17.NO BORROW/SPOILS SITES ARE ANTICIPATED.18.EROSION CONTROL CONTACT (TO BE DETERMINED)EROSION & SEDIMENTCONTROL PLANSHOTTENKIRKVEHICLE STORAGELOT AND CAR WASH190 NW 6th STREET, WAUKEE12-8-2020910L.F.SILT FENCE OR APPROVED FILTER SOCK3EA.INLET DROP PROTECTION.91,064S.F.TEMPORARY STABILIZATION91,064S.F.SOD FOR FINAL STABILIZTIONGRADING QUANTITIES12-22-202001-05-2021
COWCOWWPONDEX. 8" PVCFL. =1021.09EX. 8" PVCFL. =1022.16EX. 8" PIPEFL. =1022.77EX. 8" PIPEFL. =1023.26EX. CMP INTAKERIM =1020.50FL.=1016.50' (VERIFY)EX. TILEFL =1019.54(REMOVE)EX. CLEANOUTRIM =1022.80WOODPOWER POLE(TO BE RELOCATED)WOODPOWER POLEEXISTINGBUILDINGEXISTINGBUILDINGEXISTING
GRAVELNW 6th STREET EXISTINGGRAVEL121212121277404137373737373719NEW PRIVATECARWASHEX. SAN MHRIM =1028.06FL =1011.42EX. SAN MHRIM =1024.38IN W =1005.98IN S =1007.06IN N =1005.76OUT E =1005.6518" F.E.S. # 1 W/ FOOTING,APRON, & TIESFL =1017.3815-TONS CLASS 'E' RIP-RAP(L=10'; W=4.5';D=2.1')TYPE 'SW-511' INT. #2W/ 'SW-604' TYPE 6 CASTINGGRATE =1022.52IN NW.= 1018.92OUT SE.= 1018.82TYPE 'SW-511' INT. #3W/ 'SW-604' TYPE 6 CASTINGGRATE =1024.80IN N.= 1020.98OUT SE.=1020.88TYPE 'SW-511' INT. #4(CAST IN PLACE)W/ 'SW-604' TYPE 6 CASTINGGRATE =1024.80OUT S.= 1022.30120 LF 18-INCHCLASS III RCP@ 1.10%178 LF 18-INCH ARCH PIPECLASS III RCP@1.10%72 LF 18-INCH ARCH PIPECLASS III RCP@ 2.00%SAND & OILSEPARATOR(PER MECHANICAL)6-INCH SANITARYSERIVCE @ 2% MIN.6-INCH F.E.S.ELEV. = 1016.824"X12" TAPPING SEELVE & VALVE(VERIFY EXISTING12-INCH MAIN LOCATION)EX. 20.00'DRAINAGEEASE. (BK. 2002 PG. 16334)TO BE ABANDONED120'x150' DRAINAGE &DETENTION EASE.(BK. 2002 PG. 16334TO BE ABANDONEDEX. 30.00'R.O.W.18' GRAVELROADSTS
T40 LF OF 6-INCHN-12 @ 0.80%R250.00' HYD. RADIUSSTWSWTEX. CONCRETEEX. GRAVEL12" FESFL.=1020.0418" FESFL.=1021.95WOODPOWER POLETELEPHONERISER (BROKEN)PROPOSEDDETENTION EASE.(PRIVATE)EX. SAN MHRIM =1019.45IN N =1007.62OUT S =1007.57REPLACE TILE@ CROSSING8-INCH F.E.S.FL.=1020.76EXTEND 8-INCHPVC @ 0.90% TO BASIN15' P.U.E.G
2"
G
2"PROPOSED2" GAS SERVICEG2"REVISIONS:DATE:CCSHEETJOB NUMBER0SCALE:OOPER RAWFORDCIVIL ENGINEERSCC& ASSOCIATES, L.L.C.PHONE: (515) 224-1344 FAX: (515) 224-1345475 S. 50th STREET, SUITE 800, WEST DES MOINES, IOWA 50265APPROVED:INITIALED:AS-BUILT:IOWAONE-CALL800-292-8989TOLL-FREECALL- BEFORE- YOU- DIGUTILITY PLAN2401C411-24-20201"=30'1530SHOTTENKIRK EXPANSION(X-X-2003)XXX(X-X-2003)NWATER MAIN & SIZEPLAT BOUNDARYSANITARY SEWER & SIZELEGENDEXISTING/PROPOSEDPP/LPXX990GAS MAIN & SIZEPP/LPMANHOLEINTAKEHYDRANTUNDERGROUND ELECTRIC CABLESTORM SEWER & SIZEUNDERGROUND TELEPHONE CABLEUNDERGROUND CABLE TVPOWER POLE/LIGHT POLEUTILITY BOX/TELEPHONE RISERXXSILT FENCE ORTREESPROPOSED CONTOURSEXISTING CONTOURSUGEUGTCTV990STSANW8"8"8"G4APPROVED FILTRATION SOCKNOTES (UTILITY)1.ALL ELECTRICAL, TELEPHONE AND CABLE TELEVISION TRANSMISSIONSYSTEMS SHALL BE PLACED UNDERGROUND. ANY TELEPHONE, ELECTRICAL,OR OTHER UTILITY BOXES SHALL BE PROHIBITED FROM BEING LOCATED INTHE FRONT YARD AREA AND VISIBLE FROM THE PUBLIC RIGHT-OF-WAY.2.THE LOCATIONS AND DIMENSIONS SHOWN ON THE PLANS FOR EXISTINGFACILITIES ARE IN ACCORDANCE WITH AVAILABLE INFORMATIONWITHOUT UNCOVERING AND MEASURING. THE ENGINEER DOES NOTGUARANTEE THE ACCURACY OF THIS INFORMATION OR THAT ALL EXISTINGUNDERGROUND FACILITIES ARE SHOWN. IT IS THE RESPONSIBILITY OFTHE CONTRACTOR TO CONTACT ALL PUBLIC AND/OR PRIVATE UTILITIESSERVING THE AREA TO DETERMINE THE PRESENT EXTENT AND EXACTLOCATION OF THEIR FACILITIES BEFORE BEGINNING WORK.3.THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURESTO PROTECT THE UTILITIES OR STRUCTURES AT THE SITE. IT SHALL BE THECONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF UTILITIES ORSTRUCTURES CONCERNED BEFORE STARTING WORK. THE CONTRACTORSHALL NOTIFY THE PROPER UTILITY IMMEDIATELY UPON BREAKING ORDAMAGE TO ANY UTILITY LINE OR APPURTENANCE, OR THE INTERRUPTIONOF THEIR SERVICE. HE SHALL NOTIFY THE PROPER UTILITY INVOLVED. IFEXISTING UTILITY LINES ARE ENCOUNTERED THAT CONFLICT IN LOCATIONWITH NEW CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THEENGINEER SO THAT THE CONFLICT MAY BE RESOLVED.4.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF WAUKEESTANDARD SPECIFICATIONS.5.THE SITE UTILITY CONTRACTOR SHALL COORDINATE THE BUILDINGSERVICE CONNECTIONS WITH THE BUILDING MECHANICAL CONTRACTOR.6.WORK WITHIN PUBLIC R.O.W., CONNECTION TO PUBLIC IMPROVEMENTS, ANDALL WORK ASSOCIATED WITH PUBLIC IMPROVEMENTS SHALL COMPLY WITHTHE CITY OF WAUKEE STANDARD SPECIFICATIONS INCLUDING ALLAPPLICABLE PERMITS.7.ALL EXISTING UTILITIES ON THE PLAN ARE PUBLIC UNLESS OTHERWISENOTED.8.ALL SIDEWALKS ARE LESS THAN 1 UNIT VERTICAL TO 20 UNITSHORIZONTAL.9.CONTACT CITY OF WAUKEE PULBIC WORKS AT LEAST ONE WEEK PRIOR TOCONSTRUCTION.10.ALL CONNECTIONS TO EXISTING PUBLIC STRUCTURES SHALL BE COREDRILLED.11.PROPERTY OWNER SHALL MAINTAIN PRIVATE STORM SEWER ANDDETENTION BASINS.12.WATERMAIN WILL HAVE TO BE PRESSURE TESTED AND DISINFECTED BEFOREUSE.13.ALL UTILITIES ARE TO BE TESTED TO CITY OF WAUKEE STANDARDS ANDTHE CITY OF WAUKEE IS TO WITNESS ALL TESTING.14.COORDINATE TIE-IN TO EXISTING PUBLIC UTILITIES WITH THE CITY OFWAUKEE ENGINEERING DEPARTMENT.15.ALL HYDRANTS ARE TO HAVE 4 INCH STORZ FITTINGS.16.APRON DIMENSIONS ARE PER SUDAS FIG. 9040.110.17.INSPECT AND TELEVISE EXISTING 6-INCH TILE PRIOR TO CONSTRUCTION.WATER SERVICE DETAILNO SCALEBUILDINGVALVEVALVE10'**SIZES PER MECHANICAL CONTRACTORWATERMAINSTOPBOXSITE PLANSHOTTENKIRKVEHICLE STORAGELOT AND CAR WASH190 NW 6th STREET, WAUKEE12-8-202012-22-202012-22-202001-05-2020
COWCOWWPONDWOODPOWER POLE(TO BE RELOCATED)WOODPOWER POLEEXISTINGBUILDINGEXISTINGBUILDINGEXISTING
GRAVELNW 6th STREET EXISTINGGRAVEL121212121277404137373737373719NEW PRIVATECARWASH2-PG2-PG5-MP1-GB2-GB1-TC1-AR1-GT2-TC2-AR2-GT1-AR1-TC1-GT1-GB1-GT4-MP1-GT1-TC6-PG1-TC1-GB1-GB1-AR1-AR1-GB1-GB1-TC1-TC6-HS6-HS6-HS6-HS6-HS6-HS6-HS6-HS6-HS6-HS6-HS6-HSEX. P.U.E. (BK. 2002, PG. 16334)EX. 20.00'DRAINAGEEASE. (BK. 2002 PG. 16334)TO BE ABANDONED120'x150' DRAINAGE &DETENTION EASE.(BK. 2002 PG. 16334TO BE ABANDONEDEX. 30.00'R.O.W.18' GRAVELROADS
T
STWPROPOSEDDETENTION EASE.(PRIVATE)15' P.U.E.G
2"
G
2"G2"REVISIONS:DATE:CCSHEETJOB NUMBER0SCALE:OOPER RAWFORDCIVIL ENGINEERSCC& ASSOCIATES, L.L.C.PHONE: (515) 224-1344 FAX: (515) 224-1345475 S. 50th STREET, SUITE 800, WEST DES MOINES, IOWA 50265APPROVED:INITIALED:AS-BUILT:IOWAONE-CALL800-292-8989TOLL-FREECALL- BEFORE- YOU- DIGLANDSCAPE PLAN2401C511-24-20201"=30'1530SHOTTENKIRK EXPANSION(X-X-2003)XXX(X-X-2003)NWATER MAIN & SIZEPLAT BOUNDARYSANITARY SEWER & SIZELEGENDEXISTING/PROPOSEDPP/LPXX990GAS MAIN & SIZEPP/LPMANHOLEINTAKEHYDRANTUNDERGROUND ELECTRIC CABLESTORM SEWER & SIZEUNDERGROUND TELEPHONE CABLEUNDERGROUND CABLE TVPOWER POLE/LIGHT POLEUTILITY BOX/TELEPHONE RISERXXSILT FENCE ORTREESPROPOSED CONTOURSEXISTING CONTOURSUGEUGTCTV990STSANW8"8"8"G4APPROVED FILTRATION SOCKNOTES (LANDSCAPE)1.ALL SITEWORK, SODDING, & LANDSCAPING SHALL BE IN ACCORDANCE WITHCITY OF WAUKEE STANDARD SPECIFICATIONS AND SUDAS 2018 EDITION.2.LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS FOR APERIOD OF ONE YEAR FROM DATE OF INSTALLATION.3.ALL PLANT MATERIAL SHALL AT LEAST MEET MINIMUM REQUIREMENTSSHOWN IN THE "AMERICAN STANDARD FOR NURSERY STOCK" (ANSIZ60.1-1986).4.NO PLANT MATERIAL SHALL BE SUBSTITUTED WITHOUT THEAUTHORIZATION FROM THE LANDSCAPE ARCHITECT.5.ALL DECIDUOUS TREES WITH CALIPER OF 2 TO 3 INCHES SHALL BE STAKED;ALL DECIDUOUS TREES WITH CALIPER GREATER THAN 3-INCHES SHALL BEGUYED; EVERGREEN TREES GREATER THAN 8 FEET IN HEIGHT SHALL BEGUYED; STAKING AT HEIGHTS LESS THAN 8 FEET IS NOT NECESSARY.REFER TO PLAN AND DETAILS FOR SPECIFIC PLANTING INSTRUCTIONS.6.ALL TREES, SHRUBS & GROUND COVERS SHALL BE MULCHED WITH AT LEAST3" SHREDDED BARK MULCH.7.PLANT QUANTITIES ARE FOR CONTRACTORS CONVENIENCE. DRAWINGSSHALL PREVAIL WHERE CONFLICT OCCURS.8.THE CONTRACTOR SHALL VERIFY THE LOCATION AND PROTECT ALLUTILITIES AND STRUCTURES. DAMAGE TO UTILITIES AND STRUCTURESSHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THEOWNER.9.ONE WEEK PRIOR TO INSTALLATION, THE CONTRACTOR SHALL NOTIFY THELANDSCAPE ARCHITECT AT COOPER CRAWFORD & ASSOCIATES, LLC.10.SOD ALL DISTURBED AREAS.11.DECIDUOUS TREES SHALL BE NO CLOSER THAN 5 FEET AND CONIFEROUSTREES NO CLOSER THAN 10 FEET TO STREETS OR SIDEWALKS.12.ANY PLANT SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY THEWAUKEE DEVELOPMENT SERVICES DEPARTMENT.PLANTING & STAKING DETAILNORTHNO SCALEEVERGREEN TREE6"VARIES6"DO NOT CUT OR DAMAGELEADER ALL MATERIALS ASSPECIFIEDRUBBER HOSESTEEL FENCE POSTSTAKE POSTS INUNDISTURBED SOILSTAKINGORIENTATIONMULCHPLANTING SOIL BACKFILLROOT BALLREMOVE ENTIRE CONTAINER(CONTAINER GROWN), OR CUTALL CORDS AND REMOVECOVERING FROM TOP OF ROOTBALL (BALL & BURLAPPED)SHRUB PLANTING DETAILMULCH6"NO SCALE6"ROOT BALL(CONTAINER GROWN)REMOVE ENTIRECONTAINER BEFOREINSTALLATIONROOT BALL (BALL&BURLAPPED) CUT ALLCORDS AND REMOVE COVERING FROMTOP OF ROOT BALL BEFOREINSTALLATIONALL MATERIALS ASSPECIFIED-SEE SITE PLANSFOR SPACINGNORTHNO SCALEDECIDUOUS TREEPLANTING & STAKING DETAIL6"VARIES6"DO NOT CUT OR DAMAGELEADER ALL MATERIALS ASSPECIFIEDSTAKING WIREINSTALL TAUTLYTREE WRAPMULCHSTEEL FENCE POSTSTAKE POSTS INUNDISTURBED SOILSTAKINGORIENTATIONRUBBERHOSEPLANTINGSOILBACKFILLROOT BALLREMOVE ENTIRE CONTAINER(CONTAINER GROWN) OR CUT ALLCORDS AND REMOVE COVERINGFROM TOP OF ROOT BALL (BALL &BURLAPPED)OFF STREET PARKINGLANDSCAPE REQUIREMENTSALL ISLANDS SHALL BE PLANTED WITH AN ORNAMENTAL OR OVERSTORY TREE50% OF ISLANDS SHALL HAVE AN OVERSTORY TREEREQUIRED:12 TREES PROPOSED: 12 OVERSTORYAREA BETWEEN PARKING AND R.O.W. SHALL BE LANDSCAPED WITH A MINIMUM OFONE OVERSTORY TREE PER 40 L.F. OF FRONTAGE. THESE SHALL COUNT TOWARDS OPENSPACE LANDSCAPING NUMBERS. OPEN SPACE LANDSCAPE REQUIREMENTSBASED ON 15% REQUIRED OPEN SPACE = 230,052 * 15% =34,508 S.F.(1 TREES AND 1 SHRUB PER 1,000 S.F. OPEN SPACE 34,508 / 1000 =35)50% SHALL BE OVERSTORY AND 25% SHALL BE EVERGREENREQUIRED:35 TREES 35 SHRUBSPROPOSED:16 OVERSTORY10 EVERGREENS9 UNDERSTORY 72 SHRUBSPLANTING SCHEDULECOUNTKEYBotanical name/COMMON NAMESIZECONDITIONREMARKS6ARAcer x fremanii 'Jeffersred'8' min.TS / B&BSEE PLANAUTUMN BLAZE FREEMAN MAPLE6GTGleditsia triacanthos8' min..TS / B&BSEE PLANSKYLINE HONEYLOCUST8GBGingko biloba8' min.TS / B&BMALE ONLYGINGKO8TCTillia cordata8' min.TS / B&BSEE PLANLITTLELEAF LINDEN10PGPicea glauca8' min.TS / B&BSEE PLANBLACK HILLS SPRUCE9MPMalus species 'Prairiefire'6' min.TS / B&BSEE PLANPRAIRIEFIRE CRABAPPLE72HSHemerocallis 'Stella de Oro'#1 cont.CONT.SEE PLANDAYLILYSITE PLANSHOTTENKIRKVEHICLE STORAGELOT AND CAR WASH190 NW 6th STREET, WAUKEE12-8-202012-22-202001-05-2020
PONDEXISTINGBUILDINGTO BE REMOVEDEXISTINGBUILDINGEXISTINGBUILDINGEXISTINGGRAVELTO BE REMOVEDEXISTING
GRAVELNW 6th STREET EXISTINGGRAVELTO BE REMOVEDEXISTINGGRAVELTO BE REMOVEDEXISTINGGRAVELTO BE REMOVEDEXISTINGBUILDINGTO BE REMOVEDEXISTINGBUILDINGTO BE REMOVEDEXISTINGFENCETO BE REMOVEDEXISTINGFENCETO BE REMOVEDEXISTINGFENCETO BE REMOVEDEXISTINGFENCETO BE REMOVEDEXISTINGGRAVELEX. P.U.E. (BK. 2002, PG. 16334)EX. 20.00'DRAINAGEEASE. (BK. 2002 PG. 16334)TO BE ABANDONED120'x150' DRAINAGE &DETENTION EASE.(BK. 2002 PG. 16334TO BE ABANDONEDEX. 30.00'R.O.W.18' GRAVELROADSTPROPOSEDDETENTION EASE.(PRIVATE)15' P.U.E.G
2"
G
2"EXISTING SERVICESTO BE REMOVED(SEE NOTES)REVISIONS:DATE:CCSHEETJOB NUMBER0SCALE:OOPER RAWFORDCIVIL ENGINEERSCC& ASSOCIATES, L.L.C.PHONE: (515) 224-1344 FAX: (515) 224-1345475 S. 50th STREET, SUITE 800, WEST DES MOINES, IOWA 50265APPROVED:INITIALED:AS-BUILT:IOWAONE-CALL800-292-8989TOLL-FREECALL- BEFORE- YOU- DIGDEMOLITION PLAN2401C611-24-20201"=30'1530SHOTTENKIRK EXPANSION(X-X-2003)XXX(X-X-2003)NWATER MAIN & SIZEPLAT BOUNDARYSANITARY SEWER & SIZELEGENDEXISTING/PROPOSEDPP/LPXX990GAS MAIN & SIZEPP/LPMANHOLEINTAKEHYDRANTUNDERGROUND ELECTRIC CABLESTORM SEWER & SIZEUNDERGROUND TELEPHONE CABLEUNDERGROUND CABLE TVPOWER POLE/LIGHT POLEUTILITY BOX/TELEPHONE RISERXXSILT FENCE ORTREESPROPOSED CONTOURSEXISTING CONTOURSUGEUGTCTV990STSANW8"8"8"G4APPROVED FILTRATION SOCKSITE PLANSHOTTENKIRKVEHICLE STORAGELOT AND CAR WASH190 NW 6th STREET, WAUKEE12-8-202012-22-2020NOTES (DEMO)1.A DEMOLITION PERMIT IS REQUIRED FOR ALL BUILDINGS BEINGDEMOLISHED. UTILITIES TO BUILDINGS WILL NEED TO BE REMOVED ANDABANDONED AT THE MAIN. ANY WELL OR SEPTIC FOUND ON THE SITE WILLREQUIRE ABANDONMENT THROUGH DALLAS COUNTY ENVIRONMENTALHEALTH.2.EXISTING SERVICES TO THE CENTER BUILDING ARE APPROXIMATE AND WILLNEED TO BE FIELD LOCATED.01-05-2020
AYERS DESIGN GROUPARCHITECTSPhone: (515) 229-3336email: rich@adgarchitect.netAddress: 6876 Harding StreetIndianola, Iowa