HomeMy WebLinkAbout2022-10-03 J14 Mister Carwash_Site PlanAGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: October 3, 2022
AGENDA ITEM:Consideration of approval of a resolution approving a site plan for Mister
Carwash
FORMAT:Resolution
SYNOPSIS INCLUDING PRO & CON: Mister Carwash requests approval of a site plan to
authorize the construction of a Mister Carwash facility located at the
intersection of East Hickman Road and NE Peachtree Drive.
The building will be approximately 5,460-square-feet and one story. An
attendant booth will be provided at the entrance. Vacuum and trash enclosures
will be provided. Customer vacuums will be located interior to the site.
Two access points to the site will be provided off of NE Venture Drive. Five-
foot sidewalks will be installed along NE Peachtree Dr. and NE Venture Dr.
The applicant has provided elevations for the proposed building on the site.
The design and materials are consistent with the Site Plan Ordinance.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission
reviewed this project at the September 27, 2022, Commission Meeting and recommended
approval subject to remaining staff comments:
Approval of a Site Plan for Mister Carwash (555 East Hickman Road)
Senior Planner, Melissa DeBoer, provided an outline of the project, as shown in the staff report.
Ms. DeBoer identified the project as a site plan for a commercial carwash facility located at the
intersection of Hickman Road and NE Peachtree and contains 1.27-acres.
The site plan identifies the construction of a single-story carwash building with associated equipment
related to the business. The carwash structure will be 5,460-square feet in area and will also include an
area with vacuums and an attendant shelter and canopy. The vacuums are interior to the site between
the drive aisle and carwash.
Two accesses will be provided off of NE Venture Drive. Three parking spaces and 11 queuing spaces
are required and the applicant is exceeding both of those. Five-foot sidewalks will be installed along
both the east and north sides of the site, including a trail connection along Hickman Road. A
pedestrian connection is provided from the sidewalk along NE Venture Drive.
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Ms. DeBoer stated that all utilities exist in the immediate vicinity and will be extended to service the
site. Storm water detention will be provided with the existing detention basins located north of the site.
These basins eventually reach the regional pond north of NE Horizon Drive and west of NE Alice’s
Road. The applicant is providing 42% open space and has provided the required number of plantings.
Building elevations were submitted for review and include stone veneer, split face block, EIFS and
aluminum storefront system. Overhead doors are proposed. All associated buildings/structures on site
will match the carwash materials. The lighting plan that was submitted meets the lighting
requirements.
Staff recommended approval of the Site Plan subject to remaining staff comments.
Motion was made by Cherian Koshy to approve the Site Plan as presented. The motion was seconded
by Luke Streit. On voice vote: All ayes: Motion carries 5-0.
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 2022-
APPROVING THE SITE PLAN FOR MISTER CARWASH
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 Mister Carwash, subject to remaining staff comments on September 27, 2022;
AND,
WHEREAS, the Site Plan for Mister Carwash is in general conformance with §160 – Site and
Building Development Standards Ordinance of the Waukee Municipal Code; AND,
WHEREAS, the Site Plan for Mister Carwash 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 3rd day of October, 2022 that the Site Plan for Mister Carwash is approved.
____________________________
Courtney Clarke, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Anna Bergman Pierce
R. Charles Bottenberg
Chris Crone
Larry R. Lyon
Ben Sinclair
PLANNING AND ZONING COMMISSION STAFF REPORT
PROJECT: Mister Carwash Waukee – Site Plan PREPARED BY: Melissa DeBoer, AICP – Senior Planner
REPORT DATE: September 23, 2022
MEETING DATE: September 27, 2022
GENERAL INFORMATION
Owner: Alices, LC
Applicant:
Mister Carwash
Project Manager: Amanda Thomas, ISG
Request: The applicant is requesting approval of a site plan
for a carwash.
Location and Size: Property is located north of Hickman Road and
east of NE Westgate Drive, containing
approximately 1.27 acres.
Property Address: 555 E. Hickman Road
AREA MAP
ABOVE: Aerial of subject property (outlined in RED) in relation to the surrounding area.
September 22, 2022
2 of 3
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Undeveloped Mixed Use C-1B (Large Scale Commercial
District)
North Vacant - Undeveloped Mixed Use C-1B (Large Scale Commercial
District)
South Townhome Residential Medium Density
Residential R-4 (Row Dwelling and
Townhome Dwelling District)
East Retail (Firestone) Mixed Use C-1B (Large Scale Commercial
District)
West Vacant – Undeveloped Mixed Use C-1B (Large Scale Commercial
District)
PROJECT DESCRIPTION
The project involves the construction of a single-story, carwash building. The building is proposed to be
approximately 5,460 square feet in area. A vacuum / trash enclosure is shown just to the northwest of the
proposed building and a vacuum enclosure is shown to the west of that, across the drive aisle. An attendant
shelter and canopy are shown at the far west side of the site. This is where customers will pay for their car
wash, prior to entering. Vacuums are included interior to the site.
ACCESS AND PARKING
Two accesses are provided to this site from the private street, NE Venture Drive.
A total of 3 parking spaces and 11 queuing spaces are required for the car wash. The total amount of parking
proposed is 5 parking spaces and 15 queuing spaces. The proposed site plan meets the parking requirements
of the ordinance.
SIDEWALKS/TRAILS
Five-foot-wide sidewalks will be installed along both the east and north sides of the site, including a connection
to the trail along Hickman Road. A pedestrian connection is provided into the site from the sidewalk along NE
Venture Drive.
UTILITIES
All utilities will be provided to this site. Storm water detention will be accommodated in the existing private
detention basins located to the north of this site. The water in these basins eventually drain into the regional
basin located just north of NE Horizon Drive and west of NE Alice’s Road.
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 42%. The applicant has provided the required amount of plantings per the landscaping ordinance.
ELEVATIONS
The elevations of the building are proposed to be constructed of stone veneer, split face block, EIFS, and
aluminum storefront system. Overhead doors are proposed on the north and south elevations. The other
structures on site will also include materials to match the building.
September 22, 2022
3 of 3
MISCELLANEOUS:
The applicant has submitted a photometric plan and associated light fixture cut sheets. The lighting plan meets the
lighting requirements of the Site and Building Development Standards.
STAFF RECOMMENDATION
Staff recommends approval of the site plan for Mister Carwash subject to remaining staff comments.
HICKMAN ROAD
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SCALE IN FEET
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LOCATION MAP
1.ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS, WHICH INCLUDE, BUT
ARE NOT LIMITED TO, THE OWNER - CONTRACTOR AGREEMENT, THE PROJECT MANUAL
(WHICH INCLUDES GENERAL SUPPLEMENTARY CONDITIONS AND SPECIFICATIONS),
DRAWINGS OF ALL DISCIPLINES AND ALL ADDENDA, MODIFICATIONS AND CLARIFICATIONS
ISSUED BY THE ARCHITECT/ENGINEER.
2.CONTRACT DOCUMENTS SHALL BE ISSUED TO ALL SUBCONTRACTORS BY THE
GENERAL CONTRACTOR IN COMPLETE SETS IN ORDER TO ACHIEVE THE FULL EXTENT AND
COMPLETE COORDINATION OF ALL WORK.
3.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION
OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.
4.FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. NOTIFY
ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING INFORMATION
OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.
5.DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OF
DETAILING REQUIRED THROUGHOUT THE WORK. DETAILS NOT SHOWN ARE SIMILAR IN
CHARACTER TO DETAILS SHOWN. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN
INTENT CANNOT BE DETERMINED, NOTIFY ARCHITECT/ENGINEER BEFORE PROCEEDING
WITH THE WORK.
6.ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED,
INSTALLED, CONNECTED, ERECTED, CLEANED AND CONDITIONED ACCORDING TO
MANUFACTURERS' INSTRUCTIONS. IN CASE OF DISCREPANCIES BETWEEN
MANUFACTURERS' INSTRUCTIONS AND THE CONTRACT DOCUMENTS, NOTIFY
ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK.
7.ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO
AVOID GALVANIC CORROSION.
8.THE LOCATION AND TYPE OF ALL INPLACE UTILITIES SHOWN ON THE PLANS ARE FOR
GENERAL INFORMATION ONLY AND ARE ACCURATE AND COMPLETE TO THE BEST OF THE
KNOWLEDGE OF I & S GROUP, INC. (ISG). NO WARRANTY OR GUARANTEE IS IMPLIED. THE
CONTRACTOR SHALL VERIFY THE SIZES, LOCATIONS AND ELEVATIONS OF ALL INPLACE
UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY NOTIFY
ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM PLAN.
9.THE CONTRACTOR IS TO CONTACT "IOWA STATE ONE CALL" FOR UTILITY LOCATIONS,
MINIMUM 2 BUSINESS DAYS PRIOR TO ANY EXCAVATION / CONSTRUCTION (1-800-292-8989).
10.CONSTRUCTION SHALL NOT START UNTIL PRAIRIE CROSSING PLAT 10
IMPROVEMENTS ARE COMPLETE.
PROJECT GENERAL NOTES
ALL CONSTRUCTION SHALL COMPLY WITH THE PROJECT SPECIFICATIONS, THE CITY OF
WAUKEE 2020 STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS , THE IDOT
STANDARD SPECIFICATIONS FOR CONSTRUCTION, 2022 EDITION, SUDAS 2022
REQUIREMENTS AND CURRENT VERSION OF THE PLUMBING CODE OF IOWA UNLESS
DIRECTED OTHERWISE.
HORIZONTAL COORDINATES HAVE BEEN REFERENCED TO THE NORTH AMERICAN DATUM
OF 1983 (NAD83), ON THE IOWA REGIONAL COORDINATE SYSTEM ZONE 8, IN U.S. SURVEY
FEET.
ELEVATIONS HAVE BEEN REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF
1988 (NAVD 88).
RTK GPS METHODS WERE USED TO ESTABLISH HORIZONTAL AND VERTICAL COORDINATES
FOR THIS PROJECT.
THIS PROJECT'S TOPOGRAPHIC SURVEY CONSISTS OF DATA COLLECTED IN MARCH/2022
BY ISG
SPECIFICATIONS REFERENCE
PROJECT DATUM
TOPOGRAPHIC SURVEY
LEGEND
EXISTING
CITY LIMITS
ACCESS CONTROL
SECTION LINE
QUARTER SECTION LINE
RIGHT OF WAY LINE
PROPERTY / LOTLINE
EASEMENT LINE
CULVERT
WATER EDGEW
WET WETLAND BOUNDARY
WETLAND / MARSH
FENCE LINEXXXX
STORM SEWER
SANITARY SEWER>
SANITARY SEWER FORCEMAIN<II
CONTOUR (MAJOR)
CONTOUR (MINOR)
DECIDUOUS TREE
CONIFEROUS TREE
TREE LINE
MANHOLE/STRUCTURE
CATCH BASIN
HYDRANT
CURB STOP
VALVE
UTILITY PEDESTAL / CABINET
POWER POLE
990
989
PROPOSED
CULVERT
STORM SEWER
SANITARY SEWER>
WATERII
OVERHEAD ELECTRICOE
UNDERGROUND ELECTRICUE
UNDERGROUND TVUTV
GASG
CONTOUR
MANHOLE
CATCH BASIN
HYDRANT
VALVE
EASEMENT
RIGHT OF WAY
>>
>>
>>
>>
STORM SEWER (PIPE WIDTH)
1015
LOT LINE
SANITARY SEWER (PIPE WIDTH)
ZONING SUMMARY
ZONING:C1-B LARGE SCALE COMMERCIAL DISTRICT
SITE/LOT AREA:55,532.49 SQ. FT / X1.27 AC.
IMPERVIOUS AREA:31,949 SQ. FT / 0.733 AC.
GREENSPACE
PROVIDED:23,583.49 SQ. FT / 0.541 AC.
SIGN REQUIREMENTS
MAXIMUM HEIGHT:15'-0"
MONUMENT SIGN
AREA:60 SQ. FT
SETBACK:15'-0"
TOTAL WALL SIGN
AREA:
1.5 SQ.FT./LF OF FRONTAGE MAX OF 100 100 SQ.FT. MAX 3
SIGNS, 1 PER WALL
NOTE: SIGNS TO BE APPROVED UNDER SEPARATE COVER
PARKING REQUIREMENTS
TYPE UNIT / AREA STALLS REQUIRED STALLS PROVIDED
18' X 9.5 1 PER EMPLOYEE 3 5
5 x TUNNEL
CAPACITY 20 15
TOTAL:23 20
SETBACKS
PARKING BUILDING PROVIDED
BUILDING
FRONT YARD 7'50'50'
SIDE YARD 7'0'0'
REAR YARD 7'50'50'
UTILITY PROVIDERS
COMPANY CONTACT INFO
WATER CITY OF WAUKEE
TIM ROYER
515-978-7920
SANITARY CITY OF WAUKEE
TIM ROYER
515-978-7920
STORM CITY OF WAUKEE
TIM ROYER
515-978-7920
GAS CITY OF WAUKEE
TIM ROYER
515-978-7920
ELECTRIC MID-AMERICAN ELECTRIC
JAMIE NEER
515-252-6972
CABLE CENTURYLINK
SADIE HULL
918-547-0147
INTERNET CONSOLIDATED COMMUNICATIONS
JUSTIN GREV
507-356-3606
MEDIACOM
KEVIN COLLINS
515-246-6668
INTERNET CONSULTING SERVICES
ADAM WOODWARD
515-268-4045
AUREON NETWORK SERVICES
JEFF KLOCKO
515-830-0445
UNITE PRIVATE NETWORKS
JOE KILZER
816-425-3556
FIBER MI-FIBER
JACK JONES
515-897-9192
TELEPHONE VERIZON
JOHN BACHELDER
972-729-7000
WATER
UT
I
UNDERGROUND TELEPHONE
OVERHEAD ELECTRICOE
UNDERGROUND ELECTRICUE
UNDERGROUND TVUTV
GASG
OVERHEAD UTILITYOHL
UNDERGROUND UTILITY UTL
FBO UNDERGROUND FIBER OPTIC
26477 G1-TITLE
DATE DESCRIPTION BY
PROJECT
TITLE
SHEET
REVISION SCHEDULE
PROJECT NO.
FILE NAME
DESIGNED BY
DRAWN BY
REVIEWED BY
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
DATE DESCRIPTION BY
ISSUE SCHEDULE
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22-26477
C0-10
TITLE
IOWAWAUKEE
C0-10 TITLE
---- ---- C0-10
MISTER CARWASH WAUKEE
CIVIL SHEET INDEX
PROJECT ADDRESS / LOCATION:
HICKMAN ROAD
WAUKEE IOWA, 50263
LOT 1, PRAIRIE CROSSING PLAT 9
S 27 T 79N R 26W
DALLAS COUNTY
WAUKEE, IOWA
PROJECT LOCATION
MISTER CARWASH
WAUKEE
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05/10/22 CITY SUBMITTAL 1 OOA
06/07/22 CITY COMMENTS OOA
07/25/22 CITY SUBMITTAL 3 OOA
08/25/22 CITY SUBMITTAL 4 OOAC0-10 TITLE
C0-20 CONSTRUCTION NOTES
C0-11 DETAILS
C0-12 DETAILS
C0-13 DETAILS
C0-14 DETAILS
C0-15 DETAILS
C0-16 DETAILS
C0-17 DETAILS
C0-18 DETAILS
C0-19 DETAILS
C1-10 SWPPP DETAILS
C1-20 SWPPP NOTES
C1-30 STORMWATER POLLUTION PREVENTION PLAN
C2-10 EXISTING SITE AND REMOVALS
C3-10 SITE PLAN
C3-20 SITE UTILITY PLAN
C3-21 HYDRANT COVERAGE MAP
C4-10 GRADING PLAN
C4-11 DETAILED GRADING PLAN
C5-10 SITE RESTORATION AND PLANTING PLAN
C5-20 IRRIGATION PLAN
C5-30 PLANTING NOTES AND DETAILS
C5-31 PLANTING DETAILS
PROJECT MANAGER:
ISG - AMANDA THOMAS
7900 INTERNATIONAL DR, STE 1040
MINNEAPOLIS, MN 55425
PHONE: 507-351-5777
APPLICANT:
MISTER CARWASH
MIKE PURFEERST
222 E 5TH STREET
TUCSON, AZ 85705
PHONE: 520-615-4000
PROPERTY OWNERS:
ALICES LLC
5000 WESTOWN PARKWAY
STE 400 WEST DES MOINES,
IA 50266-5921
CONSTRUCTION SCHEDULE:
SUMMER 2022 - START OF CONSTRUCTION
FALL 2022 - SITE STABILIZATION
SPRING 2023 - CONSTRUCTION COMPLETION
APPROVED FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED AS SOON AS
CONSTRUCTION COMMENCES. IF PAVING IS NOT INSTALLED PRIOR TO BUILDING
CONSTRUCTION COMMENCING AFTER FOOTING INSTALLED, AN APPROVED ROUTE
AROUND THE EXTERIOR OF THE BUILDING TO EXTEND WITHIN 100 FEET OF ALL PORTIONS
OF THE EXTERIOR WALLS SHALL BE PROVIDED AND COMPLY WITH THE REQUIREMENTS OF
SECTION 503.2 OF THE IFC.
FIRE SAFETY NOTE
Printed or typed name
(signature)(date)
License number
SEAL
WIOA
L
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CENSED P R O F E SS IONAL
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I hereby certify that this engineering document was prepared by me or under direct personal
supervision and that I am a duly licensed Professional Engineer under the laws of the State of
Iowa.
My license renewal date is December 31,
Pages or sheets covered by this seal:
ANDREW
T. BRANDEL
P21218
ANDREW T. BRANDEL
12/31/2023
ALL
P21218
PROPOSED BUILDING
BUILDING HEIGHT:25'-0"
MAX. NO.
EMPLOYEES:3
HOURS OF
OPERATION 7:30 AM - 7 PM
B.M. ELEVATION=1035.11
HYDRANT BURY LOCATED 7 FEET SOUTH
OF NE VENTURE DRIVE.
1.ALL WORK SHALL BE IN ACCORDANCE WITH OSHA CODES AND STANDARDS. NOTHING INDICATED ON THE DRAWINGS SHALL RELIEVE THE CONTRACTOR FROM
COMPLYING WITH ANY APPROPRIATE SAFETY REGULATIONS.
2.ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS. WHICH INCLUDE, BUT ARE NOT LIMITED TO, THE OWNER - CONTRACTOR AGREEMENT, THE
PROJECT MANUAL (WHICH INCLUDES GENERAL SUPPLEMENTARY CONDITIONS AND SPECIFICATIONS), DRAWINGS OF ALL DISCIPLINES AND ALL ADDENDA,
MODIFICATIONS AND CLARIFICATIONS ISSUED BY THE ARCHITECT / ENGINEER.
3.CONTRACT DOCUMENTS SHALL BE ISSUED TO ALL SUBCONTRACTORS BY THE GENERAL CONTRACTOR IN COMPLETE SETS IN ORDER TO ACHIEVE THE FULL
EXTENT AND COMPLETE COORDINATION OF ALL WORK.
4.ALL PROPERTY PINS SHALL BE PROTECTED FROM GRADING OR OTHER OPERATIONS. ANY PINS DISTURBED SHALL BE RESET AT THE CONTRACTOR'S EXPANSE.
5.THE 2020 EDITION OF THE WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND 2022 EDITION OF THE STATEWIDE URBAN DESIGN AND
SPECIFICATIONS (SUDAS) SHALL APPLY TO CONSTRUCTION WORK ON THE PROJECT. A FULL IOWA SUDAS SPECIFICATIONS MANUAL CAN BE FOUND ONLINE FOR
FREE AT WWW.IOWASUDAS.COM.
6.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. NOTIFY ARCHITECT / ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING
INFORMATION OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.
7.THE WORK TO BE ACCOMPLISHED FOR THE CONSTRUCTION OF THIS PROJECT WILL OCCUR ON OWNER'S PROPERTY. THE CONTRACTOR SHOULD CONFINE
OPERATIONS, PEOPLE, AND EQUIPMENT TO THE OWNER'S PROPERTY.
8.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE WASTE AREAS OR DISPOSAL SITES FOR EXCESS MATERIALS NOT TO BE INCORPORATED IN THE
WORK INVOLVED IN THE PROJECT (UNSUITABLE EXCAVATION, WASTE PIPE, ETC.).
9.PUBLIC UTILITY FIXTURES ARE EXISTING WITHIN THE CONSTRUCTION AREA. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNERS OF THESE
UTILITIES PRIOR TO THE BEGINNING OF ANY CONSTRUCTION. THE CONTRACTOR SHALL AFFORD ACCESS TO THESE FACILITIES FOR ANY NECESSARY
MODIFICATION OF SERVICES. NO ADDITIONAL COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR ANY INTERFERENCE OR DELAY CAUSED BY SUCH
WORK.
10.CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING AND PREPARING AREAS DISTURBED BY CONTRACTOR'S OPERATIONS FOR SEEDING. ALL DEBRIS GREATER
THAN GOLF BALL SIZE SHALL BE REMOVED AND AREA SHALL BE RAKED SMOOTH. CONTRACTOR SHALL NOT DISTURB AREAS OUTSIDE OF THE OWNER'S
PROPERTY DURING OPERATIONS AND SHALL MAKE A REASONABLE EFFORT TO NOT DISTURB AREAS GREATER THEN NECESSARY DURING CONSTRUCTION.
AREAS OF NONGERMINATION WILL BE RESEEDED AND REFERTILIZED BY THE CONTRACTOR. COST IS TO BE CONSIDERED INCIDENTAL.
11.IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY TRAFFIC CONTROL SIGNS, DEVICES, ETC., AND TO PLACE, MAINTAIN, AND REMOVE
SAME AS CONSTRUCTION COMMENCES AND IS COMPLETED IN ACCORDANCE WITH THE CURRENT EDITION OF THE IOWA MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES FOR STREETS & HIGHWAYS. FAILURE TO COMPLY WITH THIS PORTION OF THE SPECIFICATIONS WILL RESULT IN SUSPENSION OF WORK
UNTIL. THE SITUATION IS CORRECTED. A REDUCTION IN THE LUMP SUM TO BE PAID WILL BE MADE FOR EXCESSIVE NONCOMPLIANCE WITH REQUIRED TRAFFIC
CONTROL. NO WORK SHALL COMMENCE IN ANY GIVEN AREA UNTIL ALL APPROPRIATE TRAFFIC CONTROL IS IN PLACE.
12.THE CONTRACTOR SHALL NOT DISTURB GRASSED AREAS AND TREES OUTSIDE THE CONSTRUCTION LIMITS. TREES AND BUSHES SHALL BE RETAINED AS POSSIBLE.
THE CONTRACTOR WILL NOT BE PERMITTED TO PARK SERVICE VEHICLES AND EQUIPMENT OR USE THESE AREAS FOR STORAGE OF MATERIALS. STORAGE,
PARKING AND SERVICE AREA(S) WILL BE SUBJECT TO APPROVAL OF THE ENGINEER.
13.ALL EXISTING TREES AND BUSHES SHALL BE MAINTAINED AND PROTECTED UNLESS NOTED OTHERWISE. AREAS OF HAND FORMING MAY BE REQUIRED TO
PROTECT TRESS.
14.THE CONSTRUCTION OPERATIONS ARE TO TAKE PLACE IN A RESIDENTIAL AREA. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE REQUIREMENTS INCLUDED
IN THE SPECIFICATIONS IN REGARD TO POSITIVE DUST CONTROL DURING ALL OPERATIONS TO INCLUDE REMOVAL, CLEAN UP, ETC.
15.CONTRACTOR SHALL PROVIDE BARRICADES AND SIGNS IDENTIFYING VEHICLES AND OBSTACLES IN THE DRIVEN ROADWAYS.
16.FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS, NOTIFY ARCHITECT / ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRED INFORMATION
OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.
17.EXISTING STORM SEWERS, SANITARY SEWERS, AND WATER MAINS ARE LOCATED BASED ON CITY RECORDS AND ACTUAL LOCATIONS MAY VARY GREATLY FROM
THAT SHOWN. THE LOCATIONS AND TYPE OF ALL INPLACE UTILITIES SHOWN ON THE PLANS ARE FOR GENERAL INFORMATION ONLY AND ARE ACCURATE AND
COMPLETE TO THE BEST OF THE KNOWLEDGE OF ISG. NO WARRANTY OR GUARANTEE IS IMPLIED. THE CONTRACTOR SHALL VERIFY THE SIZES, LOCATIONS, AND
ELEVATIONS OF ALL INPLACE UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY DISCREPANCIES OR
VARIATIONS FROM PLAN.
18.CONTRACTOR SHALL REPLACE AND REPAIR ALL EXISTING STORM SEWERS THAT ARE ENCOUNTERED DURING CONSTRUCTION IN ACCORDANCE WITH THE
SPECIFICATION. CONTRACTOR SHALL USE 2000D RCP WITH FLEXIBLE O-RING GASKET JOINTS, PLACE PIPES SO JOINTS ARE NOT DIRECTLY OVER WATER MAIN,
AND RECONNECT TO EXISTING STORM SEWER WITH REINFORCED FERNCO COUPLING.
19.PROPOSED WATER DISTRIBUTION LINE SHALL BE INSTALLED WITH A MINIMUM OF FIVE AND ONE-HALF (5.5') OF COVER. IN LOCATIONS WITH A SEPARATION
DISTANCE OF LESS THAN TEN FEET (10') FROM SANITARY SEWER OR STORM SEWER, THE SANITARY SEWER OR STORM SEWER SHALL BE INSTALLED EIGHTEEN
INCHES (18") BELOW THE BOTTOM OF THE WATER MAIN AND SHALL BE PLACED IN A SEPARATE TRENCH AT A MINIMUM HORIZONTAL SEPARATION OF THREE
FEET PER SUDAS SPECIFICATIONS.
20.AT ALL SANITARY SEWER AND WATER MAIN CROSSOVER, MAINTAIN A MINIMUM OF 18" SEPARATION BETWEEN BOTTOM OF WATER MAIN AND TOP OF
SEWER. PLACE ONE FULL LENGTH OF WATER PIPE, LOCATED SO BOTH JOINTS ARE AS FAR AS POSSIBLE FROM SEWER. USE LOW PERMEABILITY SOIL FOR
BACKFILL WITHIN 10' OF CROSSOVER.
21.THRUST BLOCKS SHALL BE POURED CONCRETE, INSTALLED BEHIND ALL BENDS, TEES AND DEAD ENDS IN ACCORDANCE WITH SPECIFICATIONS.
22.GRANULAR BEDDING IS REQUIRED FOR ANY TYPE OF PIPE USED AND SHALL BE AS SPECIFIED.
23.A NEAT VERTICAL EDGE WILL BE REQUIRED FOR ALL JOINTS BETWEEN THE NEW PAVEMENT SURFACE AND EXISTING PAVING AS SHOWN IN THE PLANS. SAW
CUTTING OR OTHER TECHNIQUES MAY BE USED TO PROVIDE THIS EDGE. COST OF THE SAW CUT IS TO BE CONSIDERED INCIDENTAL. ADDITIONAL REMOVAL
AND REPLACEMENT DUE TO THE CONTRACTOR'S OPERATION WILL BE MEASURED SEPARATELY BUT WILL BE THE CONTRACTOR'S RESPONSIBILITY.
24.ANY DEWATERING NECESSARY FOR CONSTRUCTION SHALL BE CONSIDERED INCIDENTAL TO INDIVIDUAL CONSTRUCTION ITEM. PLEASE REFER TO SUBSURFACE
EXPLORATION REPORT FOR ANTICIPATED SITE CONDITIONS. REPORT IS FOR INFORMATIONAL PURPOSES ONLY AND DOES NOT GUARANTEE CONDITIONS TO BE
EXPERIENCED.
25.THE CONTRACTOR SHALL INSPECT AND VERIFY SOIL CONDITIONS AS NECESSARY IN ORDER TO DETERMINE THE TYPE OF CONSTRUCTION TO EMPLOY. NATURAL
AND/OR MANMADE OBSTRUCTIONS MAY BE ENCOUNTERED IN THE SOIL. THESE CONTRACT DOCUMENTS DO NOT WARRANT THE NATURE OR CONDITIONS OF
THE SOILS, AND DO NOT WARRANT THAT NATURAL OR MANMADE OBSTRUCTIONS WILL NOT BE ENCOUNTERED, NOR GUARANTEE THE EXTENT TO WHICH
ROCKS, BOULDERS, OR OTHER OBSTRUCTIONS, REGARDLESS OF SIZE, MAY BE ENCOUNTERED DURING BORING OPERATIONS. THE CONTRACTOR SHALL NOT BE
ENTITLED TO ADDITIONAL COMPENSATION FOR ANY NATURAL OR MANMADE OBSTRUCTIONS ENCOUNTERED DURING TRENCHLESS CONSTRUCTION.
26.DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OF DETAILING REQUIRED THROUGHOUT THE WORK. DETAILS NOT SHOWN ARE
SIMILAR IN CHARACTER TO DETAILS SHOWN. WHERE SPECIFIC DIMENSIONS, DETAILS, OR DESIGN INTENT CANNOT BE DETERMINED, NOTIFY ARCHITECT /
ENGINEER BEFORE PROCEEDING WITH THE WORK.
27.ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, CLEANED, AND CONDITIONED ACCORDING
TO MANUFACTURERS' INSTRUCTIONS. IN CASE OF DISCREPANCIES BETWEEN MANUFACTURERS' INSTRUCTIONS AND THE CONTRACT DOCUMENTS, NOTIFY
ARCHITECT / ENGINEER BEFORE PROCEEDING WITH THE WORK.
28.ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO AVOID GALVANIC CORROSION.
29.THE LOCATION AND TYPE OF ALL INPLACE UTILITIES SHOWN ON THE PLANS ARE ACCURATE AND COMPLETE TO THE BEST OF THE KNOWLEDGE OF ISG. NO
WARRANTY OR GUARANTEE IS IMPLIED. THE CONTRACTOR SHALL VERIFY THE SIZES, LOCATIONS AND ELEVATIONS OF ALL INPLACE UTILITIES PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY DISCREPANCIES OF VARIATIONS FROM PLAN.
30.THIS SITE WILL HAVE SAWCUTTING AND/OR CONCRETE GRINDING, SO PROTECTION OF STORM SEWERS AND DRAINAGE WAYS WILL NEED TO BE PROTECTED
FROM SLURRY FROM THE CONCRETE OPERATION TO DISCHARGE OFFSITE.
31.THE CONTRACTOR IS TO CONTACT "IOWA ONE CALL" FOR UTILITY LOCATIONS, 48 HOURS PRIOR TO EXCAVATION / CONSTRUCTIONS (1-800-292-8989).
32.ANY PROPOSED CHANGES TO THE PLAN SET SHALL BE APPROVED IN WRITING BY THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT.
33.THE CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOT BEEN GRANTED APPROVAL IN WRITING BY THE CITY OF
WAUKEE DEVELOPMENT SERVICES DEPARTMENT.
34.ALL FIRE HYDRANTS ARE TO HAVE 5" STORZ FITTINGS.
35.ALL UTILITIES ARE TO BE CONSTRUCTED TO THE CITY OF WAUKEE STANDARDS.
36.ALL UTILITIES ARE TO BE TESTED TO CITY OF WAUKEE STANDARDS, AND THE CITY IS TO WITNESS ALL TESTING.
37.COORDINATE ALL TIE-INS TO EXISTING UTILITIES WITH CITY OF WAUKEE PUBLIC WORKS DEPARTMENT.
38.APPROVED FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED AS SOON AS CONSTRUCTION COMMENCES. THE FIRE APPARATUS ROAD SHALL COMPLY WITH
THE REQUIREMENTS OF SECTION 503.2 AND SHALL EXTEND TO WITHIN 100-FEET OF THE EXTERIOR WALLS OF THE BUILDING AS MEASURED BY AN APPROVED
ROUTE AROUND THE EXTERIOR OF THE BUILDING.
39.EXISTING CITY-OWNED IRRIGATION LINES OCCUR IN AREAS OF GRADING. DAMAGE DONE TO CITY-OWNED IRRIGATION SYSTEM SHALL BE REPAIRED OR
REPLACED BY APPLICANT AT APPLICANTS COST.
40.ALL CHANGES MUST BE APPROVED IN WRITING FROM THE COMMUNITY DEVELOPMENT DEPARTMENTS AND THE CONTRACTOR IS RESPONSIBLE FOR CHANGES
MADE WITHOUT PERMISSION.
41.CONSTRUCTION WILL NOT COMMENCE UNTIL ALL IMPROVEMENTS ON PRAIRIE CROSSING PLAT 10 ARE COMPLETE.
CONSTRUCTION NOTES
26477 G1-TITLE
DATE DESCRIPTION BY
PROJECT
TITLE
SHEET
REVISION SCHEDULE
PROJECT NO.
FILE NAME
DESIGNED BY
ORIGINAL ISSUE DATE
DRAWN BY
CLIENT PROJECT NO.
REVIEWED BY
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
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C0-20
CONSTRUCTION
NOTES
C0-20 CONSTRUCTION NOTES
---- ---- C0-20
IOWAWAUKEE
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06/07/22 CITY COMMENTS OOA
07/25/22 CITY SUBMITTAL 3 OOA
08/25/22 CITY SUBMITTAL 4 OOA
TRENCH WIDTH, SEE TABLE
1
1
6" GRANULAR
BEDDING
PIPE OD (BC)
12
"
COMPACTED BACKFILL
0.15 BC
STORM DRAIN PIPE
BACKFILL W/GRANULAR
MATERIAL OR SELECT
MATERIAL FROM
EXCAVATION TO 6"
ABOVE PIPE
TRENCH WIDTH
PIPE Ø TRENCH WIDTH
36" OR LESS BC + 24"
42" TO 54"1.5 x BC
60" OR OVER BC + 36"
NOTES:
GRANULAR BEDDING AND BACKFILL FOR STORM DRAIN PIPES SHALL
BE INCIDENTAL TO STORM DRAIN CONSTRUCTION1
0.6 BC
NON-CONCRETE
STORM DRAIN PIPE BEDDING
NTS
TRENCH WIDTH, SEE TABLE
PIPE OD (Bc)
0.15 BC
12
"
1
1
COMPACTED BACKFILL
STORM DRAIN PIPE 6" GRANULAR
BEDDING
TRENCH WIDTH
PIPE Ø TRENCH WIDTH
36" OR LESS Bc + 24"
42" TO 54"1.5 x Bc
60" OR OVER Bc + 36"
NOTES:
GRANULAR BEDDING AND BACKFILL FOR STORM DRAIN PIPES SHALL
BE INCIDENTAL TO STORM DRAIN CONSTRUCTION1
0.6 Bc
BACKFILL W/GRANULAR
MATERIAL OR SELECT
MATERIAL FROM
EXCAVATION TO
SPRINGLINE
REINFORCED CONCRETE
STORM DRAIN PIPE BEDDING
NTS
NOTE:
CLEANOUT LINE TO BE THE SAME DIAMETER
AS DRAIN TILE AND SHALL BE TYPE PSM,
PVC SEWER PIPE, SDR 35. SEE PLANS FOR
SIZE.
GRADE
THREADED, INTERNAL NUT PLUG MARK
WITH BURIED METAL FOR METAL
DETECTION
45° LONG RADIUS BEND
WYE
END OF DRAIN TILE
DRILL 18" HOLE AND STUB 6" OF TRACER WIRE
LONG SWEEP 90° SANITARY TEE
TRACER WIRE
OPTION 1
OPTION 2
SANITARY CLEANOUT
NTS
SANITARY SEWER PIPE
GRANULAR BEDDING
COMPACTED
BACKFILL
OD + 24" MAX
12
"
OD
6"
NOTES:
GRANULAR BEDDING AND ENCASEMENT FOR SANITARY SEWER PIPES SHALL BE
INCIDENTAL TO CONSTRUCTION1
PIPE BEDDING
SANITARY SEWER
NTS
WATERMAIN PIPE
GRANULAR BEDDING AS
REQUIRED FOR PVC PIPING
AS SPECIFIED IN THE "CITY
ENGINEERS ASSOC." SPEC -
INCIDENTAL TO WATERMAIN
CONSTRUCTION.
COMPACTED
BACKFILL
12
"
OD
6"
OD+24" MAX
NOTE:
GRANULAR BEDDING AND ENCASEMENT FOR WATERMAIN PIPES SHALL BE
INCIDENTAL TO CONSTRUCTION1
PIPE BEDDING
WATER MAIN
NTS
GRADE
DROP LID
TOP
BOTTOM
EXTENSION
BASE
CAP TO BE SET 12"
BELOW GRADE.
BOX TO BE SET WITH
12" OF ADJUSTMENT.
RESILIANT WEDGE VALVE
CONFORMING TO AWWA
C-509-80 STANDARDS
GATE VALVE,
BOX SCREW TYPE THREE PIECE,
514" SHAFT SIZE G BOX,
7'6" EXTENDED,
#6 STANDARD BASE
GATE VALVE ADAPTOR
ALL GATE VALVES SHALL
BE IN ACCORDANCE WITH
CITY OF
STANDARDS
GATE VALVE
ADAPTER
1-1/2" WASHED ROCK
(INCIDENTAL)
MEGALUG
CONC BLOCKING
WATERMAIN PIPE BEDDING
(SEE DETAIL)
NOTES:
INSTALL TOP NUT EXTENDER TO 7' DEPTH ON ALL VALVES WITH OVER-DEPTH1
TYPICAL
GATE VALVE & BOX INSTALLATION
NTS
HOLLAND
26477 C0-DETAILS
DATE DESCRIPTION BY
PROJECT
TITLE
SHEET
REVISION SCHEDULE
PROJECT NO.
FILE NAME
DESIGNED BY
DRAWN BY
REVIEWED BY
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
DATE DESCRIPTION BY
ISSUE SCHEDULE
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C0-11
DETAILS
C0-11 DETAILS
---- ---- C0-11
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06/07/22 CITY COMMENTS OOA
07/25/22 CITY SUBMITTAL 3 OOA
08/25/22 CITY SUBMITTAL 4 OOA
8.0"
1"
R1
2
"
R12
"
R0
.
5
"
R1.25"
6.0"1.0"
6.
0
"
M
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8.0"
18
.
0
"
CONCRETE VERTICAL CURB
NTS
CONCRETE ROLLED CURB
NTS
24.5"
5.
5
"
6"
POS TAPERED CURB DETAIL
NTS
CONCRETE SLAB (MIN 4000 PSI)
AGGREGATE BASE
6"
7"
COMPACTED SUBGRADE
CONCRETE PAVEMENT
NTS
MDOT 21AAMnDOT CLASS 5
STANDARD
CONCRETE SLAB (MIN 4000 PSI)
AGGREGATE BASE
5"
6"
COMPACTED SUBGRADE
AGG_TYPE
CONCRETE WALK
NTS
6"
24.0"
12
.
0
"
SEE PLAN &
DETAIL FOR
PAVEMENT
SECTION
COMPACTED SUBGRADE
AGGREGATE BASE
IDOT GRADATION 12a AGGREGATE BASE
IDOT GRADATION 12a
AGGREGATE BASE
IDOT GRADATION 12a
CONCRETE CURB (MIN 4000 PSI)
COMPACTED SUBGRADE AGGREGATE BASE
IDOT GRADATION 12a
SEE PLAN FOR
PAVEMENT
SECTION
30"
COMPACTED
SUBGRADE
AGGREGATE BASE
IDOT GRADATION 12a
1'-0" x 12"Ø DOWLS @
1'-0" x OC W/ 6"
EMBEDMENT,
(TYP)
12" EXPANSION JOINT W/
HEAVY-DUTY SEALANT (TYP)
CASTING
(SEE NOTES)
CONCRETE SLAB
(MIN. 4000 PSI)6 "
MIN
NOTES:
CASTING =
GRATE =
CONCRETE TRENCH DRAIN
NTS
5"
MI
N
6
"
MI
N
NEENAH R-4990-CX
TYPE C
SEE PLAN
6"
6"
SE
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2 - #4 CONT BARS
AGGREGATE BASE AS
CURB FOUNDATION
#4 BARS @ 16" OC EXTEND TO
OPPOSITE EDGE OF CONC WALK
12" SAND BASE
CONCRETE (MIN 4000 PSI)
TURN DOWN
CONCRETE SIDEWALK
NTS
(IDOT GRADATION 12a)
6"
5"
CATCH BASIN -
TRENCH DRAIN CONNECTION
NTS
TRENCH DRAIN CASTING
(SEE DETAIL)
6" PVC PIPE
CATCH BASIN TYP. (ST-1)
INVERT = 1030.81'
Casting
6''6''
4w2
4w1
Wall
Depth
Form Grade
4''6'' min.
12'' min.
8'' min.
3'-0''
4b1
Short Wall
2'-0''
Base
4b2
Diagonal Bar
(typ.)
1 4
26477 C0-DETAILS
DATE DESCRIPTION BY
PROJECT
TITLE
SHEET
REVISION SCHEDULE
PROJECT NO.
FILE NAME
DESIGNED BY
DRAWN BY
REVIEWED BY
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
DATE DESCRIPTION BY
ISSUE SCHEDULE
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C0-12
DETAILS
C0-12 DETAILS
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IOWAWAUKEE
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05/10/22 CITY SUBMITTAL 1 OOA
06/07/22 CITY COMMENTS OOA
07/25/22 CITY SUBMITTAL 3 OOA
08/25/22 CITY SUBMITTAL 4 OOA
13'
1.
5
'
18
'
1.
5
'
18
'
13'1.5'
VACUUM STALL WITH CURB
NTS
1'-4"8"
6'
-
0
"
VACUUM STALL TYP.
NTS
TAPERED/ VERTICAL CURB
TRANSITION TO ROLLED CURB
NTS
STANDARD
PERPENDICULAR CURB RAMP
NTS
CURB OR CURB
& GUTTER
R14"
CONCRETE WALK
(SEE CONCRETE WALK SECTION)
SECTION A-A
5.00% PREFERRED
(8.33% MAX)
VARIABLE
SEE PLAN
2.00% MAX
SEE PLAN
(4' MIN REQUIRED LANDING)
A
A
S
BACK OF CURB
FRONT OF GUTTER
FLOW LINE
1:6
GRADED
FLARE
1:6
GRADED
FLARE
PLAN
GRADED FLARES
13 3
NON-WALKABLE
SURFACE
NON-WALKABLE
SURFACE
DETECTABLE WARNING PAD4
LEGEND
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3 % MAXIMUM IN
THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%.
LANDING AREA - 5' x 5' MIN. DIMENSIONS AND MAX 2.0% SLOPE IN ALL DIRECTIONS. LANDING
SHALL BE FULL WIDTH OF INCOMING PEDESTRIAN ACCESS ROUTE.
NOTES:
0" CURB HEIGHT.
FULL CURB HEIGHT.
2' FOR 4" HIGH CURB AND 3' FOR 6" HIGH CURB.
IF DEPICTED ON THE PLANS, DETECTABLE WARNING PADS WILL BE INSTALLED IN ACCORDANCE
WITH 2020 WAUKEE STANDARD SPECIFICATIONS AND 2022 SUDAS SPECIFICATIONS
S
1
2
3
4
2 2
DETECTABLE WARNING PAD4
SECTION A-A
NOTES:
TO BE USED WHEN THE DRIVEWAY PAR IS LEVEL WITH OR ABOVE THE TOP OF CURB, RESULTING
IN A CONTINUOUS PAR PROFILE.
8.0% MAX PREFERRED.
THE PEDESTRIAN ACCESS ROUTE(PAR) MAY NOT EXCEED 0.02 FT/FT AS CONSTRUCTED.
8.0% MAX PREFERRED, 10.0% MAX FOR COMMERCIAL AND 12.0% MAX FOR RESIDENTIAL.
5.0' STANDARD MIN PAR WIDTH (4' ABSOLUTE MINIMUM). IF FEASIBLE WIDEN DRIVEWAY PAR WIDTH
TO MATCH APPROACHING SIDEWALK PAR WIDTHS.
0" CURB HEIGHT.
6" CURB HEIGHT.
1
2
3
4
5
6
A
A
NON-WALKABLE
SURFACE
WALKABLE
SURFACE
NON-WALKABLE
SURFACE
WALKABLE
SURFACE2
3
1
1.
5
%
(2
.
0
%
M
A
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)
5'4
6 5 6
3'3'
1'
1.5' MIN
4' PREFERRED (4" CURB)
6' PREFERRED (6" CURB)5.0'
DRIVEWAY APRON
(PAR)
PEDESTRIAN
ACCESSIBLE ROUTE
4
CONCRETE PAVEMENT
(SEE DETAIL)STANDARD DRIVEWAY CURB
8"
PLAN
STANDARD CURB AT DRIVEWAY
1"
6.0%
GUTTER FACE
FLOW LINE
BACK OF CURB
TYPICAL DRIVEWAY
NTS
MATCH EXISTING CURB WIDTH
SEE PLAN
19'-6"
5'-0"
6'-6"13'-0"
18
'
-
0
"
1'
-
6
"
ADA PARKING STALL & ADJ. ACCESS AISLE
NTS
R0.
5
"R1" (TO
O
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D
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D
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E
)
6.0"
2.75"
6.
0
"
M
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.
8.75"
18
.
0
"
CONCRETE TAPERED CURB
NTS
SEE PLAN FOR
PAVEMENT
SECTION
COMPACTED
SUBGRADE
AGGREGATE BASE
IDOT GRADATION 12a
26477 C0-DETAILS
DATE DESCRIPTION BY
PROJECT
TITLE
SHEET
REVISION SCHEDULE
PROJECT NO.
FILE NAME
DESIGNED BY
DRAWN BY
REVIEWED BY
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
DATE DESCRIPTION BY
ISSUE SCHEDULE
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C0-13
DETAILS
C0-13 DETAILS
---- ---- C0-13
IOWAWAUKEE
MISTER CARWASH
WAUKEE
PR
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2
1
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05/10/22 CITY SUBMITTAL 1 OOA
06/07/22 CITY COMMENTS OOA
07/25/22 CITY SUBMITTAL 3 OOA
08/25/22 CITY SUBMITTAL 4 OOA
STANDARD
PERPENDICULAR CURB RAMP
NTS
CURB OR CURB
& GUTTER
R14"
CONCRETE WALK
(SEE CONCRETE WALK SECTION)
SECTION A-A
5.00% PREFERRED
(8.33% MAX)
VARIABLE
SEE PLAN
2.00% MAX
SEE PLAN
(4' MIN REQUIRED LANDING)
A
A
S
BACK OF CURB
FRONT OF GUTTER
FLOW LINE
8-10%
CONCRETE
FLARE
8-10%
CONCRETE
FLARE
PLAN
PAVED FLARES
(ADJACENT TO WALKABLE SURFACE)
12 2
A
A
S
PLAN
RETURNED CURB
1
WALKABLE
SURFACE
WALKABLE
SURFACE
DETECTABLE WARNING PAD4 DETECTABLE WARNING PAD4
CURB DESIGN V
SEE PEDESTRIAN
APPROACH NOSE DETAIL
SEE PEDESTRIAN
APPROACH NOSE DETAIL
NON-WALKABLE
SURFACE
NON-WALKABLE
SURFACE
LEGEND
INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN 5.0% MINIMUM AND 8.3 % MAXIMUM IN
THE DIRECTION SHOWN AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%.
LANDING AREA - 4' x 4' MIN. (5' x 5' MIN. PREFERRED) DIMENSIONS AND MAX 2.0% SLOPE IN ALL
DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PEDESTRIAN ACCESS ROUTE.
NOTES:
0" CURB HEIGHT.
FULL CURB HEIGHT.
2' FOR 4" HIGH CURB AND 3' FOR 6" HIGH CURB.
IF DEPICTED ON THE PLANS, DETECTABLE WARNING PADS WILL BE INSTALLED IN ACCORDANCE
WITH MnDOT STANDARD PLAN 5-297.250.
S
1
2
3
4
DETECTABLE WARNING PAD4
PARKING SURFACE
ACCESSIBLE PARKING SIGN
NTS
NOTES:
ACCESSIBLE PARKING STALL SIGN TO BE MOUNTED AT THE HEIGHT
SHOWN. SIGN SHALL COMPLY WITH IOWA STATUTES AND CITY OF
WAUKEE SPECIFICATIONS. SIGN TO BE CENTERED ON PARKING
STALL
60
"
M
I
N
66
"
M
A
X
PARKING
VEHICLE ID
REQUIRED
UP TO $200 FINE
FOR VIOLATION
BLUE SIGN
WHITE LETTERING
WHITE PERIMETER TRIM
WHITE ACCESSIBLE SYMBOL
VAN
ACCESSIBLE
12"
18
"
6"
MUTCD R7-8m
MUTCD R7-8bP
BOLA BIKE RACK
NTS
GRADE
1.5" DIA
TUBING
15°'
6"
32
"
28.25"
NOTES:
1.FINAL LOCATION OF BIKE RACKS TO BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.
2.BIKE RACK TO BE IN-GROUND MOUNTED PER MANUFACTURER'S RECOMMENDATIONS.
3.BIKE RACK FINISH TO BE: ELECTRO POLISHED STAINLESS STEEL.
4.PRODUCT LINK: WWW.LANDSCAPEFORMS.COM/EN-US/PRODUCTS/PAGES/BOLA-BIKE-RACK.ASPX
5.BIKE RACKS TO BE LOCATED FOLLOWING ALL MANUFACTUER SPACING RECOMMENDATIONS.
SEE SIGN DETAIL
AS NOTED ON PLAN
2" SQUARE GALVANIZED STEEL POST
12" CONCRETE BASE
60
"
-
6
6
"
F
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4'
SIGN POST IN CONCRETE
NTS
36
"
FLAT BOTTOM, REFER TO GRADING
PLANS FOR FINISH GRADES
BIORETENTION PLANTINGS,
REFER TO PLANTING PLAN
3" DEPTH SHREDDED HARDWOOD
MULCH
MODIFIED SOIL WITH WELL BLENDED
MIXTURE BY VOLUME, 75%
HOMOGENOUS CONSTRUCTION SAND,
25% NATIVE TOP SOIL
PERFORATED UNDERDRAIN, OUTLET
PIPE 6" DIA, SUDAS SECTION 4040,
TYPE 1 - CONTRACTOR TO ENSURE
POSITIVE DRAINAGE
EROSION BLANKET TYP 2 FOR ALL
BIORETENTION CELL AREAS
(BIONET C700BN BY ROLLMAX) OR
APPROVED EQUAL
PVC WATER CONTROL
STRUCTURE (WCS),
SEE DETAILS ON C0-23
BIORETENTION CELL DETAIL
NTS
6" HDPE DUAL WALL PERFORATED
PIPE TO DISCHARGE INTO STORM
SEWER
9" OF PONDING
FREEBOARD ELEV,
SEE GRADING PLANS
2" DEPTH CHOKER AGGREGATE
LAYER, 3
8" NOMINAL DIAMETER
AGGREGATE - IOWA DOT SECTION
4125 GRADATION #21
NOTES:
1.BIORETENTION CELLS SHALL BE MARKED TO KEEP ALL CONSTRUCTION TRAFFIC, EQUIPMENT, AND MATERIAL STOCK
PILES OUT OF THE BIORETENTION CELL AREAS.
2.CONTRACTOR SHALL ENSURE THAT THE BIORETENTION CELLS ARE NOT USED AS A SEDIMENT TRAP DURING
CONSTRUCTION AND THAT NO RUNOFF ENTERS BIORETENTION CELLS PRIOR TO THE COMPLETION OF CONSTRUCTION
AND COMPLETE STABILIZATION OF SURROUNDING AREAS. ALL UPLAND DRAINAGE MUST BE DIVERTED TO PREVENT
RUNOFF FROM ENTERING BIORETENTION CELLS AREA.
3.IMMEDIATELY FOLLOWING BIORETENTION CELLS CONSTRUCTION, THE ENTIRE BIORETENTION CELL AREAS SHALL BE
SEEDED AND STABILIZED AS INDICATED IN THE CONTRACT DOCUMENTS. BIORETENTION CELL AREAS MUST BE FULLY
STABILIZED PRIOR TO ANY UPSTREAM RUNOFF BEING DIRECTED TO THE BIORETENTION CELLS.
4.BIORETENTION CELL SHOULD NOT BE CONSTRUCTED UNTIL ALL UPSTREAM AREAS ARE STABILIZED.
WATER AS NECESSARY
DURING DRY PERIODS
RE-MULCH VOID AREAS
TYP. MAINTENANCE ACTIVITIES
FOR BIORETENTION CELL AREAS
INSPECT SOIL AND
REPAIR ERODED AREAS
REMOVE LITTER AND
TREAT DISEASED TREES
ADD ADDITIONAL MULCH
AND SHRUBS
DEBRIS
ACTIVITY
WATER PLANTS
MONTHLY
MONTHLY
AS NEEDED
ONCE PER YEAR
FIRST GROWING SEASON
FIRST GROWING SEASON
AS NEEDED
FREQUENCY
AS NEEDED AFTER
AS NECESSARY DURING
PONDING DEPTH, REFER TO GRADING
PLAN FOR FINISH GRADES
12" DEPTH AGGREGATE SUBBASE, 1"-2"
NOMINAL DIAMETER AGGREGATE -
IOWA DOT SECTION 4115 GRADATION
#3, CLASS 2 DURABILITY CRUSHED
STONE
24"
P-2
SUBDRAIN CLEANOUT
BIORETENTION CELL SHALL NOT BE CONSTRUCTED
UNTIL ALL UPSTREAM AREAS HAVE BEEN
STABILIZED
SW-501
SINGLE GRATE INTAKE
FIGURE 6010.501 STANDARD ROAD PLAN
Shape MAXIMUM PIPE DIAMETERS
Casting
6''6''
4w2
4w1
Wall
Depth
Form Grade
4''6'' min.
12'' min.
PLAN
Refer to SW-514 for boxout details.
8'' min.
3'-0''
Optional
Construction
Joint (typ.)
Concrete
Fillet
4b1
Short Wall
2'-0''
Wall
Height
Lowest
Flowline
Base
4b2
SECTION A-A
2
Diagonal Bar
(typ.)
1 4
3
1
2
3
4
REINFORCING BAR LIST
Length
Wall Height minus 4''
3'-8''
2'-8''
4'-2''
3'-2''
Count
14
Varies
Varies
4
5
Mark
4w1
4w2
4w3
4b1
4b2
Size
4
4
4
4
4
Spacing
12''
12''
12''
10''
10''
Location
Walls
Long Walls
Short Walls
Base
Base
6''
Short Wall
2'-0''
4'-0''
Location Station
(Back of Curb)
Long
Wall 3'-0''
Cast-in-place
Structure
18''
30''
Precast
Structure
15''
24''
Pipe
Location
Short Wall
Long Wall
Install four #4 diagonal bars at all pipe
openings.
SW-603 Type R unless Type Q is specified
in the contract documents.
Cast-in-place base shown. If base is
precast integral with walls, the footprint of
the base is not required to extend beyond
the outer edge of the walls.
12 inch minimum wall height above all
pipes.
26477 C0-DETAILS
DATE DESCRIPTION BY
PROJECT
TITLE
SHEET
REVISION SCHEDULE
PROJECT NO.
FILE NAME
DESIGNED BY
DRAWN BY
REVIEWED BY
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
DATE DESCRIPTION BY
ISSUE SCHEDULE
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22-26477
C0-14
DETAILS
C0-14 DETAILS
---- ---- C0-14
IOWAWAUKEE
MISTER CARWASH
WAUKEE
PR
E
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1
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:
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A
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05/10/22 CITY SUBMITTAL 1 OOA
06/07/22 CITY COMMENTS OOA
07/25/22 CITY SUBMITTAL 3 OOA
08/25/22 CITY SUBMITTAL 4 OOA
VACUUM SYSTEM DETAILS
NTS
VACUUM SYSTEM DETAILS
NTS
VACUUM SYSTEM DETAILS
NTS
VACUUM SYSTEM DETAILS
NTS
26477 C0-DETAILS
DATE DESCRIPTION BY
PROJECT
TITLE
SHEET
REVISION SCHEDULE
PROJECT NO.
FILE NAME
DESIGNED BY
DRAWN BY
REVIEWED BY
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
DATE DESCRIPTION BY
ISSUE SCHEDULE
FI
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22-26477
C0-15
DETAILS
C0-15 DETAILS
---- ---- C0-15
IOWAWAUKEE
MISTER CARWASH
WAUKEE
PR
E
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PR
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2
2
1
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:
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A
M
05/10/22 CITY SUBMITTAL 1 OOA
06/07/22 CITY COMMENTS OOA
07/25/22 CITY SUBMITTAL 3 OOA
08/25/22 CITY SUBMITTAL 4 OOA
VACUUM SYSTEM DETAILS
NTS
VACUUM SYSTEM DETAILS
NTS
VACUUM SYSTEM DETAILS
NTS
VACUUM SYSTEM DETAILS
NTS
26477 C0-DETAILS
DATE DESCRIPTION BY
PROJECT
TITLE
SHEET
REVISION SCHEDULE
PROJECT NO.
FILE NAME
DESIGNED BY
DRAWN BY
REVIEWED BY
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
DATE DESCRIPTION BY
ISSUE SCHEDULE
FI
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22-26477
C0-16
DETAILS
C0-16 DETAILS
---- ---- C0-16
IOWAWAUKEE
MISTER CARWASH
WAUKEE
PR
E
L
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N
O
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F
O
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PR
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/
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0
2
2
1
0
:
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A
M
05/10/22 CITY SUBMITTAL 1 OOA
06/07/22 CITY COMMENTS OOA
07/25/22 CITY SUBMITTAL 3 OOA
08/25/22 CITY SUBMITTAL 4 OOA
VACUUM SYSTEM DETAILS
NTS
VACUUM SYSTEM DETAILS
NTS
VACUUM SYSTEM DETAILS
NTS
VACUUM SYSTEM DETAILS
NTS
26477 C0-DETAILS
DATE DESCRIPTION BY
PROJECT
TITLE
SHEET
REVISION SCHEDULE
PROJECT NO.
FILE NAME
DESIGNED BY
DRAWN BY
REVIEWED BY
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
DATE DESCRIPTION BY
ISSUE SCHEDULE
FI
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22-26477
C0-17
DETAILS
C0-17 DETAILS
---- ---- C0-17
IOWAWAUKEE
MISTER CARWASH
WAUKEE
PR
E
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N
O
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F
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PR
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9/
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/
2
0
2
2
1
0
:
2
9
A
M
05/10/22 CITY SUBMITTAL 1 OOA
06/07/22 CITY COMMENTS OOA
07/25/22 CITY SUBMITTAL 3 OOA
08/25/22 CITY SUBMITTAL 4 OOA
VACUUM SYSTEM DETAILS
NTS
VACUUM SYSTEM DETAILS
NTS
VACUUM SYSTEM DETAILS
NTS
VACUUM SYSTEM DETAILS
NTS
26477 C0-DETAILS
DATE DESCRIPTION BY
PROJECT
TITLE
SHEET
REVISION SCHEDULE
PROJECT NO.
FILE NAME
DESIGNED BY
DRAWN BY
REVIEWED BY
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
DATE DESCRIPTION BY
ISSUE SCHEDULE
FI
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C0-18
DETAILS
C0-18 DETAILS
---- ---- C0-18
IOWAWAUKEE
MISTER CARWASH
WAUKEE
PR
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A
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05/10/22 CITY SUBMITTAL 1 OOA
06/07/22 CITY COMMENTS OOA
07/25/22 CITY SUBMITTAL 3 OOA
08/25/22 CITY SUBMITTAL 4 OOA
VACUUM SYSTEM DETAILS
NTS
VACUUM SYSTEM DETAILS
NTS
VACUUM SYSTEM DETAILS
NTS
BACK OF CURB
CONCRETE CURB & GUTTER
SEE DETAIL & PLAN FOR TYPE
CURB TAPER
NTS
GUTTER LINE
SEE
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HORIZONTAL ROOF DRAIN.
INSTALL @ ELEVATIONS SHOWN
ON PLANS
BUILDING LINE
FINISH FLOOR
(SEE PLANS)
INTERNAL
VERTICAL RAIN LEADER
NTS
CONNECT TO STORM SEWER
EL= (SEE ARCH)
26477 C0-DETAILS
DATE DESCRIPTION BY
PROJECT
TITLE
SHEET
REVISION SCHEDULE
PROJECT NO.
FILE NAME
DESIGNED BY
DRAWN BY
REVIEWED BY
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
DATE DESCRIPTION BY
ISSUE SCHEDULE
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22-26477
C0-19
DETAILS
C0-19 DETAILS
---- ---- C0-19
IOWAWAUKEE
MISTER CARWASH
WAUKEE
PR
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05/10/22 CITY SUBMITTAL 1 OOA
06/07/22 CITY COMMENTS OOA
07/25/22 CITY SUBMITTAL 3 OOA
08/25/22 CITY SUBMITTAL 4 OOA
2'1'
M
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3'
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10'NATIVE
MATERIAL
5'x10'x3' CONCRETE
WASHOUT AREA
1' DEEP IMPERVIOUS
CLAY LINER
MINIMUM 10-MIL THICK
PLASTIC SHEETING OR
APPROVED EQUAL
NOTES:
CONTRACTOR SHALL INSTALL A SIGN INDICATING THE CONCRETE WASHOUT AREA.
CONTRACTOR SHALL MAINTAIN WASHOUT AREA TO REMOVE MATERIALS BEYOND 75% CAPACITY.
WASHOUT AREA SHALL NOT BE PLACED WITHIN 50' OF STORM DRAINS, OPEN DITCHES OR BODIES OF WATER.
CONTRACTOR SHALL INSPECT WASHOUT AREA AS NECESSARY TO PREVENT LEAKS AND OVER TOPPING.
WASHOUT AREA SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETE.
CONCRETE WASHOUT
NTS EC500
9040.103
ROLLED EROSION CONTROL
PRODUCT (RECP)
INSTALLATION ON SLOPES
SUDAS Standard Specifications
6
"
m
i
n
.
6" min.
(12" min. anchor spacing)
2" min.
3"(4'-0" min. anchor spacing)
(18" min. anchor spacing)
Edge Lap
Anchor Trench
End Splice
Edge Lap
Compacted Soil
Backfill
Secure blanket to ground according to
manufacturer's recommended anchoring
pattern and minimum shown in Table 1.
1
ANCHOR TRENCH
EDGE LAP
END SPLICE
TABLE 1
Max. slope Min. anchors
≤ 3:1
2:1
1:1
1.5/yd²
2/yd²
2.5/yd²
9040.105
WATTLE
SUDAS Standard Specifications
Disturbed Area
Area to be
Protected
Space as specified in
the contract documents.
4'-
0
"
m
a
x
.
Wattle
Direc
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o
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F
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3'-0"
4'-0" m
a
x
.
Stakes
2-4" Trench
Compact trench spoil
against uphill side of wattle.
9" (nominal) dia.
or as specified.
Joint Wrap
Turn uphill.
9040.119
SILT FENCE
SUDAS Standard Specifications
Fore
s
l
o
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e Bac
k
s
l
o
p
e
1
Post Spacing
(5'-0" max.)
Post Spacing
(5'-0" max.)
Fabric
Variable (20'-0" for a normal 10'-0" wide ditch.)
2" min.
20" min.
Post
Wire or
Cable Ties
Insert 12 inches of fabric a minimum
of 6 inches deep (fabric may be
folded below the ground line).
1
TYPICAL SILT FENCE DITCH CHECK
ATTACHMENT TO POST
9040.119
SILT FENCE
SUDAS Standard Specifications
(Plan View)
Flow
1
24"
36"
8'-0" Spacing
200'-0" max. length per section
(600'-0" if slope is flatter than 5%)
2
(Profile View)
1
1
See plans for spacing.
'T' Steel
Fence Post
4'-0" min.
Ground line
Fabric
Ground Line Fabric
Ground ContoursInstall parallel to
ground contour.
Install "J-hook" at each end of an
individual section of silt fence.
Insert 12 inches of fabric a minimum
of 6 inches deep (fabric may be
folded below the ground line).
Reduce post spacing to 5'-0" at water
concentration areas, or as required
to adequately support fence.
1
2
TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES
DETAILS OF SILT FENCE ON LONGITUDINAL SLOPES
TYPICAL SILT FENCE INSTALLATION ON LONGITUDINAL SLOPES
9040.120
STABALIZED
CONSTRUCTION ENTRANCE
SUDAS Standard Specifications
1
Le
n
g
t
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1
1
Thickness as
specified (6" min.).
20'-0
"
m
i
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i
m
u
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10'-0
"
m
i
n
.
1 Entrance length: 50 foot minimum
(30 foot for single family residential), or
as specified in the contract documents.
Length of entrance may be increased if
sediment track-out occurs.
STAINLESS STEEL
CLAMPING BAND
11 GA GALVANIZED STEEL
SUSPENSION SYSTEM
LIFT HANDLES
REPLACEABLE SEDIMENT BAGS WITH
GEOTEXTILE FILTER FABRIC
STANDARD 2"
OVERFLOW AREA
NOTES:
FOR SPECIFICATIONS AND MAINTENANCE GUIDELINES VISIT
WWW.INLETFILTERS.COM
INSTALLATION:
REMOVE GRATE
DROP FLEXSTORM INLET FILTER ONTO LOAD BEARING LIP OF CASTING OR
CONCRETE STRUCTURE
REPLACE GRATE
MATERIALS:
FRAMING - 11 GAUGE STEEL; CORROSION RESISTANT
SEDIMENT BAG - WOVEN GEOTEXTILE FABRIC; 2 CUBIC FOOT TYP VOLUME;
STAINLESS STEEL LOCKING BAND SECURING BAG TO FRAME
ROUND FILTER
INLET PROTECTION
NTS EC210
STANDARD 2"
OVERFLOW AREA 11 GA GALVANIZED STEEL SUSPENSION SYSTEM
LIFT HANDLES
REPLACEABLE SEDIMENT BAGS WITH
GEOTEXTILE FILTER FABRIC
NOTES:
FOR SPECIFICATIONS AND MAINTENANCE GUIDELINES VISIT
WWW.INLETFILTERS.COM
INSTALLATION:
REMOVE GRATE
DROP FLEXSTORM INLET FILTER ONTO LOAD BEARING LIP OF CASTING OR
CONCRETE STRUCTURE
REPLACE GRATE
MATERIALS:
FRAMING - 11 GAUGE STEEL; CORROSION RESISTANT
SEDIMENT BAG - WOVEN GEOTEXTILE FABRIC; 2 CUBIC FOOT TYP VOLUME;
STAINLESS STEEL LOCKING BAND SECURING BAG TO FRAME
RECTANGULAR FILTER
INLET PROTECTION
NTS EC211
26477 C1-EROSION
DATE DESCRIPTION BY
PROJECT
TITLE
SHEET
REVISION SCHEDULE
PROJECT NO.
FILE NAME
DESIGNED BY
DRAWN BY
REVIEWED BY
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
DATE DESCRIPTION BY
ISSUE SCHEDULE
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22-26477
C1-10
SWPPP DETAILS
C1-10 SWPPP DETAILS
---- ---- C1-10
IOWAWAUKEE
MISTER CARWASH
WAUKEE
PR
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05/10/22 CITY SUBMITTAL 1 OOA
06/07/22 CITY COMMENTS OOA
07/25/22 CITY SUBMITTAL 3 OOA
08/25/22 CITY SUBMITTAL 4 OOA
CONSTRUCTION ACTIVITY NOTES:
EROSION PREVENTION:
Construction of silt fence and all other erosion control measures shall be complete before other
construction activity occurs.
Use phased construction wherever practical and establish turf as soon as possible to minimize
sediment transport.
Turf establishment or temporary seeding or mulching of all exposed soil not being actively worked
should be immediately initiated once earth disturbing activities have ceased.
Temporary cover during construction is incidental.
Pipe outlets must be provided with temporary or permanent energy dissipation within 24 hours after
connection to a surface water.
SEDIMENT CONTROL PRACTICES:
Construction of silt fence and all other erosion control measures shall be complete prior to land
disturbing activities occur.
Inlet erosion protection shall be installed and maintained until turf has been established.
The contractor shall be responsible to control erosion from leaving the construction zone. All
eroded material that leaves the construction zone shall be collected by the contractor and returned
to the site at the contractor's expense.
All streets must be swept at the end of each working day and prior to a rain event.
Silt fence or other effective erosion control measures must be installed around the perimeter of any
soil stockpiles, including temporary stockpiles. Stockpiles cannot be placed in surface waters,
including storm water conveyances such as curb and gutter systems, or conduits and ditches.
Perimeter control shall be installed along the back of curb immediately following curb installation at
all locations with positive drainage to parking lot and/or streets, and shall remain until stabilization is
achieved. This shall be accomplished through the use of silt fence, biorolls, Rock logs, or other
methods approved by the Engineer.
CONSTRUCTION ACTIVITY NOTES:
DEWATERING AND BASIN DRAINING:
Dewater sediment-laden water to sedimentation basins if possible, or use other BMP's to
prevent erosion and remove sediment when discharging to surface waters. Use
appropriate energy dissipation measures on all discharges.
Dewatering practices cannot cause nuisance conditions, erosion or in receiving channels or
inundation of wetlands resulting in adverse impacts.
POLLUTION PREVENTION:
All solid waste collected from the construction site must be disposed in accordance with all
applicable regulations.
All hazardous materials (oil, gasoline, fuel, paint, etc) must be properly stored to prevent
spills, leaks or other discharge, storage areas shall provide secondary containment and a
hazardous materials spill kit. Storage and disposal of hazardous waste must be in
compliance with all applicable regulations.
Equipment maintenance areas must be limited to a defined area of the site. All runoff
containing any hazardous material must be properly collected and disposed. No engine
degreasing shall be allowed on site.
The contractor is responsible for monitoring air pollution and ensuring it does not exceed
levels set by local, state, or federal regulations. This includes dust created by work being
performed on the site. Air pollution and dust control correction is considered incidental to
the unit bid prices for which work is being performed. Additional dust control measures
may be required by the Engineer.
Concrete washout onsite: All liquid waste generated by concrete washout operations
must be contained in a leak-proof containment facility or impermeable liner. The liquid
waste must not contact the ground, and there must not be runoff from the concrete
washout operations or areas. A sign must be installed adjacent to each washout facility to
inform concrete equipment operators to utilize the proper facilities. Protect storm sewers
and drainage ways from allowing concrete slurry from concrete operations to discharge
offsite.
INSPECTION AND MAINTENANCE:
The Permittees must routinely inspect the construction site once every seven (7) days
during active construction.
All inspections performed during construction must be recorded and records retained with
the SWPPP.
Contractor is responsible for keeping a record of all rainfall information & erosion control
maintenance until final establishment of turf.
All silt fences must be repaired, replaced, or supplemented when they become
nonfunctional or the sediment reaches 12 of the height of the fence.
Erosion control, and other BMP's must be replaced, repaired, or supplemented when they
reach 50% design load.
FINAL STABILIZATION:
The Permittees must ensure final stabilization of the site. The Permittees must submit a
Notice of Discontinuation within 30 days after final stabilization is complete or control has
been passed to another owner.
Sediment shall be removed and basin shall be restored to final grade prior to restoration
and acceptance.
All temporary erosion control measures and BMP's must be removed as part of the final
site stabilization.
The storm water permit further defines final stabilization and its requirements.
MAINTENANCE SCHEDULE
The following Maintenance Schedule has been provided. The INSPECTOR must perform the
inspections. The OPERATOR/CONTRACTOR must perform all needed maintenance.
Furthermore, all erosion control feature requiring maintenance may not be listed below. The
OPERATOR/CONTRACTOR and INSPECTOR must perform their respective duties on all
BMP's that are not listed below as well.
1.Construction Entrance - The entrance shall be maintained in a condition which
will prevent tracking or flow of sediment onto public rights-of-way. This may
require periodic top dressing with additional stone or the washing and reworking
of existing stone as conditions demand and repair and/or cleanout of any
structures used to trap sediment. All materials spilled, dropped, washed, or
materials dropped, washed or tracked onto roadways will not be permitted under
any circumstances.
2.Wattles - The maintenance measures are as follows: (2.1) wattles shall be
inspected weekly; (2.2) close attention shall be paid to the repair of damaged
bales, end runs and undercutting beneath bales; (2.3) necessary repairs to
barriers or replacement of wattles shall be accomplished promptly; (2.4)
sediment deposits shall be removed after each rainfall, they must be removed
when the level of deposition reaches approximately one-half the height of the
wattle; and (2.5) any sediment deposits remaining in place after the wattle is no
longer required shall be dressed to conform to the existing grade, prepared and
seeded.
3.Silt Fence - The maintenance measures are as follows; (3.1) silt fences shall be
inspected weekly, any required repairs shall be made immediately; (3.2) close
attention shall be paid to the repair of damaged silt fence resulting from end runs
and undercutting; (3.3) should the fabric on a silt fence decompose or become
ineffective prior to the end of the expected usable life and the barrier is still
necessary, the fabric shall be replaced promptly; (3.4) sediment deposits must
be removed when the level of deposition reaches approximately one-half the
height of the barrier; and (3.5) any sediment deposits remaining in place after the
silt fence is no longer required shall be dressed to conform to the existing grade,
prepared and seeded.
4.Temporary Sediment Basin - Temporary Sediment Basin shall be constructed at
the beginning of grading operations to provide the required sediment storage.
Maintenance and cleanout frequencies for sediment basins depend greatly on
the amount of precipitation and sediment load arriving at the basin. During
inspections, the embankment should be reviewed for signs of seepage,
settlement, or slumping. These problems should be repaired immediately.
Sediment should be removed from the basin when it accumulates to one-half of
the wet storage volume. During sediment cleanout, trash should be removed
from the basin, and the dewatering device and riser pipe should be checked and
cleared of any accumulated debris.
5.Storm Drain Inlet Protection - The maintenance measures are as follows: (4.1)
structures shall be inspected weekly and repairs made as necessary and (4.2)
structures shall be removed and the area stabilized when the remaining drainage
area has been properly stabilized.
6.Temporary Seeding - Areas which fail to establish vegetative cover adequate to
prevent rill erosion will be re-seeded as soon as such areas are identified.
7.Permanent Seeding - The maintenance measures are as follows: (10.1) in
general, a stand of vegetation cannot be determined to be fully established until
it has been maintained for one full year after planning; (10.2) new seedlings shall
be supplied with adequate moisture, supply water as needed, especially late in
the season, in abnormally hot or dry conditions, or on adverse sites, water
applications shall be controlled to prevent excessive runoff; (10.3) inspect all
seeded areas for failures and make necessary repairs, replacements, and
reseedings within the planting season, if possible; [10.3.a] if stand is inadequate
for erosion control, over seed and fertilize using half of the rates originally
specified; [10.3.b] if stand is 60% damaged, re-establish following seedbed and
seeding recommendations; [10.3.c] if stand has less than 40% cover, re-evaluate
choice of plant materials and quantities of lime and fertilizer, the soil must be
tested to determine if acidity or nutrient imbalances are responsible, re-establish
the stand following seedbed and seeding recommendations.
8.Street Cleaning / Sweeping - The maintenance measures are as follows: (13.1)
evaluate access points daily for sediment tracking; (13.2) when tracked or spilled
sediment is found on paved surfaces, it will be removed daily, during times of
heavy track-out, such as during rains, cleaning may be done several times
throughout the day; (13.3) all streets shall be swept at the end of each working
day and prior to a rain event; (13.4) unknown spills or objects will not be mixed
with the sediment; and (13.5) if sediment is mixed with other pollutants, it will be
disposed of properly at an authorized landfill.
Stabilization of disturbed areas must be initiated
immediately whenever any clearing, grading,
excavating, or other earth disturbing activities have
permanently ceased on any portion of the site or
temporarily ceased on any portion of the site and
will not resume for a period exceeding 14 calendar
days.
26477 C1-EROSION
DATE DESCRIPTION BY
PROJECT
TITLE
SHEET
REVISION SCHEDULE
PROJECT NO.
FILE NAME
DESIGNED BY
DRAWN BY
REVIEWED BY
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
DATE DESCRIPTION BY
ISSUE SCHEDULE
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C1-20
SWPPP NOTES
C1-20 SWPPP NOTES
---- ---- C1-20
IOWAWAUKEE
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MISTER CARWASH
WAUKEE
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05/10/22 CITY SUBMITTAL 1 OOA
06/07/22 CITY COMMENTS OOA
07/25/22 CITY SUBMITTAL 3 OOA
08/25/22 CITY SUBMITTAL 4 OOA
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N00°02'23"E
27.454"
P
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MISTER CARWASH
5,460 SQ. FT.
ENTRANCE FFE = 1034.50'
EXIT FFE = 1034.75'
10
5 5
FFE = 1034.83'FFE = 1035'
>
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6
26477 C1-EROSION
DATE DESCRIPTION BY
PROJECT
TITLE
SHEET
REVISION SCHEDULE
PROJECT NO.
FILE NAME
DESIGNED BY
DRAWN BY
REVIEWED BY
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
DATE DESCRIPTION BY
ISSUE SCHEDULE
FI
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:
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.
D
W
G
22-26477
C1-30
STORMWATER
POLLUTION
PREVENTION PLAN
C1-30 STORMWATER POLLUTION PREVENTION PLAN
---- ---- C1-30
IOWAWAUKEE
EROSION CONTROL LEGEND
SYMBOL DESCRIPTION UNITS QUANTITY
PERIMETER CONTROL LF 931
STORM DRAIN INLET PROTECTION EA 6
ROCK CONSTRUCTION EXIT EA 1
CONCRETE WASHOUT AREA EA 1
EXISTING DRAINAGE ARROW
PROPOSED DRAINAGE ARROW
EXISTING CONTOUR (MINOR INTERVAL)
EXISTING CONTOUR (MAJOR INTERVAL)
PROPOSED CONTOUR (MINOR INTERVAL)
PROPOSED CONTOUR (MAJOR INTERVAL)
NOTES:
1.) PERIMETER CONTROL CAN BE SILT FENCE, OR SEDIMENT CONTROL LOG.
2.) QUANTITIES ARE FOR INFORMATIONAL PURPOSES TO MEET THE REQUIREMENTS OF THE CONSTRUCTION
STORMWATER PERMIT. NO GUARANTEE IS MADE TO THE ACTUAL QUANTITIES REQUIRED.
3.) THE QUANTITIES SHOWN ARE TOTAL FOR THE ENTIRE PROJECT NOT SPECIFIC TO THIS SHEET.
4.) SEE SITE RESTORATION PLAN FOR FINAL TURF ESTABLISHMENT.
5.) SWPPP COVERAGE INCLUDES ELECTRIC, GAS, TELEPHONE, AND CABLE INSTALLATION. EACH COMPANY OR THEIR
SUBCONTRACTOR IS RESPONSIBLE TO FOLLOW THE REQUIREMENTS OF THIS SWPPP INCLUDING PROVIDING THEIR
OWN RESTORATION IF INSTALLATION OCCURS AFTER PRIMARY INSTALLATION OF SEEDING/SODDING/MULCHING
DURING CONSTRUCTION OF EACH UTILITY.
6.) SUDAS TYPE 4 SEED MIX TO BE USED FOR ALL TEMPORARY STABILIZATION (SUDAS 9010) SOD TO BE USED FOR ALL
PERMANENT STABILIZATION (SUDAS 9020). REFER TO SHEET C5-10 FOR TYPE AND QUANTITY.
7.) REMOVE ALL DEBRIS AND MUD SPILLED INTO ROW AT THE END OF EACH WORK DAY AND PRIOR TO A RAIN EVENT.
8.) THE ULTIMATE DISCHARGE LOCATION FOR THE SITE IS A REGIONAL DETENTION POND AND THEN ULTIMATELY INTO
WALNUT CREEK.
9.) THE STABILIZED CONSTRUCTION EXIT SHALL EXTEND TO A PAVED SURFACE AT ALL TIMES. IT WILL NEED TO
CHANGE LOCATIONS DURING THE COURSE OF THE PROJECT. THE LOCATION SHOWN IS THE GENERAL LOCATION
THAT IT WILL BE LOCATED FOR THE MAJORITY OF THIS PROJECT.
10.) MINIMUM TOPSOIL RESPREAD REQUIREMENTS OF GP#2 TO BE MET WITH SUDAS SPEC 2010 FOR ON-SITE
TOPSOIL.
11.) FOR SEEDING QAUNTITIES REFER TO SHEET C5-10 SITE RESTORATION AND PLANTING PLAN.
PC
101
100
101
100
OOA
ART
ATB
MISTER CARWASH
WAUKEE
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/
2
0
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2
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:
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9
A
M
05/10/22 CITY SUBMITTAL 1 OOA
06/07/22 CITY COMMENTS OOA
07/25/22 CITY SUBMITTAL 3 OOA
08/25/22 CITY SUBMITTAL 4 OOA
0
SCALE IN FEET
20 40
PUBLIC STREET INLET PROTECTION
IS REQUIRED BELOW GRADE (TYP)
DISTURBANCE LIMITS
AREA = 1.26 AC
STAGING AND MATERIAL STORAGE TOPSOIL STOCKPILE/WASTE
MATERIAL STORAGE AREA
CONTRACTOR TO ENSURE PERIMETER
CONTROL AROUND DOWNSLOPES
FINAL SITE DISCHARGE LOCATION
E
H
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K
M
A
N
R
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Centerline of Private Drive
EX SAN MH
R=1038.21
I=
EX SAN MH
R=1033.71
I=1017.41 (8" PVC) W
I=1017.51 (8" PVC) E
EX SAN MH
R=1032.58
I=1014.38 (8" PVC) W
I=1014.38 (8" PVC) E
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EX CB
T/C=1031.89
I=1027.63 (15" RCP) N
EX CB
T/C=1032.16
I=1027.16 (15" RCP) E
EX STM MH
R=1031.94
I=1027.29 (15" RCP) E
I=1027.94 (6" PCP) W
I=S
EX CB
T/C=1031.89
I=N
I=1027.41 (15" RCP) S
EX STM MH
R=1031.64
I=1025.89 (30" RCP) N
I=1026.04 (24" RCP) E
I=1026.14 (15" RCP) S
I=1026.69 (15" RCP) W
EX STM MH
R=1031.16
I=1026.46 (24" RCP) W
I=1026.61 (24" RCP) E
I=S
EX CB
T/C=1031.14
I=
I=1026.60 (15" RCP) S
EX CB
T/C=1031.23
I=1026.84 (15" RCP) N
EX STM MH
R=1031.57
I=1026.72 (15" RCP) N
I=1027.07 (15" RCP) E
I=1027.12 (15" RCP) SE
I=W
EX CB
R=1031.62
I=E
I=1026.76 (15" RCP) W
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26477 C2-EXISTING
DATE DESCRIPTION BY
PROJECT
TITLE
SHEET
REVISION SCHEDULE
PROJECT NO.
FILE NAME
DESIGNED BY
DRAWN BY
REVIEWED BY
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
DATE DESCRIPTION BY
ISSUE SCHEDULE
FI
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:
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OOA
ART
ATB
22-26477
C2-10
EXISTING SITE
AND REMOVALS
C2-10 EXISTING SITE AND REMOVALS
---- ---- C2-10
IOWAWAUKEE
MISTER CARWASH
WAUKEE
PR
E
L
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A
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E
:
9/
1
2
/
2
0
2
2
1
0
:
3
0
A
M
05/10/22 CITY SUBMITTAL 1 OOA
06/07/22 CITY COMMENTS OOA
07/25/22 CITY SUBMITTAL 3 OOA
08/25/22 CITY SUBMITTAL 4 OOA
REMOVAL LEGEND
SYMBOL DESCRIPTION
REMOVE CONCRETE CURB
CONTRACTOR SHALL VERIFY EXISTING PAVEMENT SECTION
AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
PAVEMENT REMOVALS SHALL INCLUDE FULL DEPTH
SAWCUT AND SECTION REMOVAL.
0
SCALE IN FEET
20 40
REMOVE 47 LF OF CONCRETE CURB
REMOVE 53 LF OF CONCRETE CURB
PROTECT EXISTING FIBER OPTIC UTILITIES
PROTECT EXISTING FIBER OPTIC UTILITIES
PROTECT EXISTING UNDERGROUND
ELECTRIC UTILITY
PROTECT EXISTING UNDERGROUND UTILITY
EXISTING PROPERTY LINE
REMOVE 10 LF OF CONCRETE CURB
REMOVE BLOW-OFF HYDRANT
REMOVE 18 LF OF EXISTING
WATER SERVICE
REMOVE AND REPLACE
EXISTING HYDRANT
FIBER TO BE LOWERED BELOW PROPOSED PAVEMENT SECTION.
COORDINATE WITH UTILITY COMPANY PRIOR TO CONSTRUCTION
BENCHMARK LOCATION
HYDRANT BURY = 1035.11
MISTER CARWASH
5,460 SQ. FT.
ENTRANCE FFE = 1034.50'
EXIT FFE = 1034.75'
10
5 5
FFE = 1034.83'FFE = 1035'E
H
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K
M
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26477 C3-SITE
DATE DESCRIPTION BY
PROJECT
TITLE
SHEET
REVISION SCHEDULE
PROJECT NO.
FILE NAME
DESIGNED BY
DRAWN BY
REVIEWED BY
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
DATE DESCRIPTION BY
ISSUE SCHEDULE
FI
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ATB
22-26477
C3-10
SITE PLAN
C3-10 SITE PLAN
---- ---- C3-10
IOWAWAUKEE
0
SCALE IN FEET
20 40
MISTER CARWASH
WAUKEE
PR
E
L
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:
9/
1
2
/
2
0
2
2
1
0
:
3
0
A
M
05/10/22 CITY SUBMITTAL 1 OOA
06/07/22 CITY COMMENTS OOA
07/25/22 CITY SUBMITTAL 3 OOA
08/25/22 CITY SUBMITTAL 4 OOA
13'
18
'
9'
5'
5'
7.5'
1.5'
1.5'
1.5'
5'
18
'
22'
20'
30
'
16
.
5
'
16.5'
12
'
2.
5
'
2.
5
'
33
.
5
'
55
'
24
'
TRAFFIC DIRECTIONAL
ARROW TYP.
6" CONCRETE PAVEMENT
BAIL OUT LINE
P.O.S. TERMINAL
CSA HUTVACUUM ENCLOSURE
VACUUM AND TRASH
ENCLOSURE
5" CONCRETE WALK
ACCESSIBLE STALL
MARKING
FULL ACCESS
HALF ACCESS
SIDEWALK RAMP TYP.
CONCRETE VERTICAL CURB TYP.
CONCRETE ROLLED CURB TYP.
VACUUM STALL UNIT
EXISTING BUILDING SETBACK
1.
5
'
TAPERED CONCRETE CURB TYP.
6' VERTICAL TO TAPERED
CURB TRANSITION
R19.33'
R10.67'
R7.67'
R5'
R10'
R10'
R10'
R10'
R6.67'
R22.7'
R24.33'
R10.67'
R5'
R0.67'
R2'
132.6'
45
'
34
.
7
5
'
74.71'
54.7
BOLA BIKE RACK
(SEE DETAIL)
13
2
.
8
1
'
R6.42'
R30'
PAVEMENT LEGEND
SYMBOL DESCRIPTION
CONCRETE PAVEMENT
CONCRETE WALK
6.
5
'
6'
6" HEIGHT CURB
26'
6.5'2.5'
0" HEIGHT CURB
CURB TAPER (TYP)
6" HEIGHT CURB 0" HEIGHT CURB
CURB TAPER (TYP)
CURB TAPER (TYP)
R3'
R3'R3'
R3'
R27.5'
R27.5'BUILDING SETBACK LINE
BUILDING SETBACK LINE
13'
5'
CONCRETE VERTICAL CURB
TURN DOWN
WALK TYP.
CURB TAPER (TYP)
R30'
MISTER CARWASH
5,460 SQ. FT.
ENTRANCE FFE = 1034.50'
EXIT FFE = 1034.75'
10
5 5
FFE = 1034.83'FFE = 1035'E
H
I
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K
M
A
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R
O
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Centerline of Private Drive
EX SAN MH
R=1038.21
I=
EX SAN MH
R=1033.71
I=1017.41 (8" PVC) W
I=1017.51 (8" PVC) E
EX SAN MH
R=1032.58
I=1014.38 (8" PVC) W
I=1014.38 (8" PVC) E
MB
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EX CB
T/C=1031.89
I=1027.63 (15" RCP) N
EX CB
T/C=1032.16
I=1027.16 (15" RCP) E
EX STM MH
R=1031.94
I=1027.29 (15" RCP) E
I=1027.94 (6" PCP) W
I=S
EX CB
T/C=1031.89
I=N
I=1027.41 (15" RCP) S
EX STM MH
R=1031.64
I=1025.89 (30" RCP) N
I=1026.04 (24" RCP) E
I=1026.14 (15" RCP) S
I=1026.69 (15" RCP) W
EX STM MH
R=1031.16
I=1026.46 (24" RCP) W
I=1026.61 (24" RCP) E
I=S
EX CB
T/C=1031.14
I=
I=1026.60 (15" RCP) S
EX CB
T/C=1031.23
I=1026.84 (15" RCP) N
EX STM MH
R=1031.57
I=1026.72 (15" RCP) N
I=1027.07 (15" RCP) E
I=1027.12 (15" RCP) SE
I=W
EX CB
R=1031.62
I=E
I=1026.76 (15" RCP) W
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UE UE
G
GGGGGGG
I
III
ST-1
R=1033.31
I=1027.67 (15'') P-2
I=1030.81 (12'') CONCRETE TRENCH DRAIN
I=1027.57 (15'') P-1
I=1027.57 (SUMP)
ST-3
R=1033.05
I=1028.67 (8'') P-4
I=1028.57 (15'') P-3
I=1028.57 (SUMP)
ST-2
R=1032.10
I=1028.08 (15'') P-3
I=1027.98 (15'') P-2
I=1027.98 (SUMP)
EX CB-1
ST-4
R=1034.08
I=1030.82 (8'') P-5
I=1030.72 (8'') P-4
I=1030.72 (SUMP)
ROOF DRAIN
P-2 (15")
P-
1
(
1
5
"
)
P-3 (15")
CONCRETE TRENCH DRAIN
P-5 (8")
P-4 (8")
S-1
R=1032.51
I=1016.16 (6'') EX SP-1
I=1016.16 (SUMP)
EX SP-1 (6")
EX P-1 (15")
EX CB-2
STORM DRAIN STRUCTURE SCHEDULE
STRUCTURE
NO.
ST-1
ST-2
ST-3
ST-4
STRUCTURE
TYPE
SW-501
SW-501
SW-401
SW-401
STRUCTURE
SIZE (IN)
36 x 24
36 x 24
48 Ø
48 Ø
STRUCTURE
MATERIAL
RC
RC
RC
RC
CASTING
NEENAH R-3067 TYPE R
NEENAH R-3067 TYPE R
NEENAH R-2580-C
NEENAH R-1733 "STORM SEWER" IN COVER
PAY HEIGHT
(LN FT)
5.75
4.12
4.48
3.37
* TOP OF CASTING
ELEVATION
1033.31
1032.10
1033.05
1034.08
INVERT
ELEVATION
1027.57
1027.98
1028.57
1030.72
OUTLET
PIPE
P-1
P-2
P-3
P-4
STORM DRAIN PIPE SCHEDULE
PIPE
NO.
P-1
P-2
P-3
P-4
P-5
DRAIN
FROM
ST-1
ST-2
ST-3
ST-4
ROOF DRAIN
INLET
ELEVATION
1027.57
1027.98
1028.57
1030.72
1033.00
DRAIN
TO
EX CB-1
ST-1
ST-2
ST-3
ST-4
OUTLET
ELEVATION
1027.26
1027.67
1028.08
1028.67
1030.82
PIPE
SIZE (IN)
15
15
15
8
8
PIPE
CLASS
RCP
RCP
RCP
PVC
PVC
PIPE
GRADE
0.53%
0.49%
0.42%
4.26%
4.68%
PIPE
LENGTH (FT)
58
64
117
48
47
SANITARY SEWER STRUCTURE SCHEDULE
STRUCTURE
NO.
S-1
STRUCTURE
TYPE
SW-301
STRUCTURE
SIZE (IN)
48 Ø
STRUCTURE
MATERIAL
Reinforced Concrete
CASTING
SW-601 TYPE B
PAY HEIGHT
(LN FT)
16.35
TOP OF CASTING
ELEVATION
1032.51
INVERT
ELEVATION
1016.16
OUTLET
PIPE
EX SP-1
UTILITY CROSSING TABLE
CROSSING
NUMBER
SANITARY PIPE
ELEVATIONS
WATER PIPE
ELEVATIONS
STORM PIPE
ELEVATIONS
TOP=1016.32 BOT=1017.82
TOP = 1016.67 BOT = 1027.49
TOP = 1019.32 BOT = 1027.29
TOP = 1028.13 BOT = 1030.91
1
2
3
4
MISTER CARWASH
WAUKEE
PR
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:
9/
1
2
/
2
0
2
2
1
0
:
3
0
A
M
05/10/22 CITY SUBMITTAL 1 OOA
06/07/22 CITY COMMENTS OOA
07/25/22 CITY SUBMITTAL 3 OOA
08/25/22 CITY SUBMITTAL 4 OOA
26477 C3-SITE
DATE DESCRIPTION BY
PROJECT
TITLE
SHEET
REVISION SCHEDULE
PROJECT NO.
FILE NAME
DESIGNED BY
DRAWN BY
REVIEWED BY
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
DATE DESCRIPTION BY
ISSUE SCHEDULE
FI
L
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L
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:
S:
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#
#
#
22-26477
C3-20
SITE UTILITY PLAN
C3-20 SITE UTILITY PLAN
---- ---- C3-20
IOWAWAUKEE
0
SCALE IN FEET
20 40
UTILITY LEGEND
EXISTING PROPOSED
STORM DRAIN
SANITARY SEWER
SANITARY SEWER FORCEMAIN
WATER MAIN
GAS
OVERHEAD ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND TELEPHONE
UNDERGROUND TV
OVERHEAD UTILITY
UNDERGROUND UTILITY
FIBER OPTIC
NOTE:
1.) CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES.
2.) ALL UTILITIES THAT ARE TO BE CONSTRUCTED TO 5' OUTSIDE OF BUILDING ARE TO BE CONNECTED
TO BUILDING BY MECHANICAL CONTRACTOR.
3.) ENSURE 18" VERTICAL SEPARATION BETWEEN ALL PROPOSED & EXISTING WATER, STORM &
SANITARY UTILITIES.
4.) WATER SERVICE MUST HAVE 5.5 FT MINIMUM COVER.
5.) GASKETED JOINTS ARE REQUIRED FOR STORM SEWER OVER WATER MAIN CROSSINGS.
6.) GAS SERVICE AND METER TO BE INSTALLED AND SET BY THE CITY OF WAUKEE.
>>>>
>>
<II II>
I I
G G
OE OE
UE UE
UT UT
UTV
OHL
UTL
FBO
CONNECT SP-1 TO EXISTING
SANITARY STUB I = 1016.16''
CONTRACTOR TO VERIFY SIZE
DEPTH AND LOCATION PRIOR
TO CONSTRUCTION
TRANSFORMER (COORDINATE
LOCATION AND SIZE WITH
ELECTRICAL CONTRACTOR)
HYDRANT ASSEMBLY TYP.
CORE DRILL AND PROVIDE
SOIL TIGHT CONNECTION
CONNECT P-1 TO EX CB-1
I = 1027.26'
CONTRACTOR TO FIELD VERIFY
LOCATION OF EXISTING UTILITIES.
CONNECT GAS SERVICE TO
EXISTING GAS MAIN.
1
2
95 LF 6" DIP WATER SERVICE
145 LF 6" C900
WATER SERVICE
23 LF 2" TYPE COPPER
K WATER SERVICE
3
4
4" PVC PIPE
6" PERFORATED DRAIN PIPE
CONNECT DRAIN PIPE TO ST-2
INVERT = 1027.98
SUBDRAIN CLEANOUT TYP.
SUBDRAIN CLEANOUT TYP.
MISTER CARWASH
5,460 SQ. FT.
ENTRANCE FFE = 1034.50'
EXIT FFE = 1034.75'
10
5 5
FFE = 1034.83'FFE = 1035'E
H
I
C
K
M
A
N
R
O
A
D
Centerline of Private Drive
EX SAN MH
R=1032.58
I=1014.38 (8" PVC) W
I=1014.38 (8" PVC) E
MB
R=1039.45
EX SAN MH
I=
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L
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>>
>>
EX CB
T/C=1031.89
I=1027.63 (15" RCP) N
EX CB
T/C=1032.16
I=1027.16 (15" RCP) E
EX STM MH
R=1031.94
I=1027.29 (15" RCP) E
I=1027.94 (6" PCP) W
I=S
EX CB
T/C=1031.89
I=N
I=1027.41 (15" RCP) S
EX STM MH
R=1031.64
I=1025.89 (30" RCP) N
I=1026.04 (24" RCP) E
I=1026.14 (15" RCP) S
I=1026.69 (15" RCP) W
EX STM MH
R=1031.16
I=1026.46 (24" RCP) W
I=1026.61 (24" RCP) E
I=S
EX CB
T/C=1031.14
I=
I=1026.60 (15" RCP) S
EX CB
T/C=1031.23
I=1026.84 (15" RCP) N
EX STM MH
R=1031.57
I=1026.72 (15" RCP) N
I=1027.07 (15" RCP) E
I=1027.12 (15" RCP) SE
I=W
EX CB
R=1031.62
I=E
I=1026.76 (15" RCP) W
FB
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FB
O
FB
O
FB
O
FB
O
FB
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05/10/22 CITY SUBMITTAL 1 OOA
06/07/22 CITY COMMENTS OOA
07/25/22 CITY SUBMITTAL 3 OOA
08/25/22 CITY SUBMITTAL 4 OOA
26477 C3-SITE
DATE DESCRIPTION BY
PROJECT
TITLE
SHEET
REVISION SCHEDULE
PROJECT NO.
FILE NAME
DESIGNED BY
DRAWN BY
REVIEWED BY
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
DATE DESCRIPTION BY
ISSUE SCHEDULE
FI
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#
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22-26477
C3-21
HYDRANT
COVERAGE MAP
C3-21 HYDRANT COVERAGE MAP
---- ---- C3-21
IOWAWAUKEE
0
SCALE IN FEET
20 40
UTILITY LEGEND
EXISTING PROPOSED
STORM DRAIN
SANITARY SEWER
SANITARY SEWER FORCEMAIN
WATER MAIN
GAS
OVERHEAD ELECTRIC
UNDERGROUND ELECTRIC
UNDERGROUND TELEPHONE
UNDERGROUND TV
OVERHEAD UTILITY
UNDERGROUND UTILITY
FIBER OPTIC
NOTE:
1.) CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES.
2.) ALL UTILITIES THAT ARE TO BE CONSTRUCTED TO 5' OUTSIDE OF BUILDING ARE TO BE CONNECTED
TO BUILDING BY MECHANICAL CONTRACTOR.
3.) ENSURE 18" VERTICAL SEPARATION BETWEEN ALL PROPOSED & EXISTING WATER, STORM &
SANITARY UTILITIES.
4.) WATER SERVICE MUST HAVE 5.5 FT MINIMUM COVER.
5.) GASKETED JOINTS ARE REQUIRED FOR STORM SEWER OVER WATER MAIN CROSSINGS.
6.) GAS SERVICE AND METER TO BE INSTALLED AND SET BY THE CITY OF WAUKEE.
>>>>
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150' HYDRANT COVERAGE AREA
150' HYDRANT COVERAGE AREA
HYDRANT 1
HYDRANT 2
MISTER CARWASH
5,460 SQ. FT.
ENTRANCE FFE = 1034.50'
EXIT FFE = 1034.75'
10
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0
3
3
.
8
0
1033.93
RID
G
E
RIDGE
RIDG
E
RI
D
G
E
SWALE
SWALE
SWAL
E
SWAL
E
1
0
3
1
.
9
4
1034.38
1034.61
103
7
.
5
1
1034.08
1
0
3
5
.
6
2
1032
1031.89
10
3
9
.
5
2
103
9
.
5
3
1032.56
ST-2 EOF
1034.56
1
0
3
3
.
5
4
1
0
3
3
.
8
1
103
3
.
3
1
-3.3
%
-8
.
0
%
-1
2
.
4
%
-18.2
%
-2
2
.
8
%
-4.5%
-10.9%
-3.8%
-2.7
%
-
3
.
2
%
-
7
.
8
%
-2
.
0
%
-2
.
8
%
-
4
.
1
%
-
2
.
7
%
-7.9%
-
2
.
3
%
-
4
.
7
%
-4.8%
-3.7
%
-
1
5
.
1
%
-4.7%
-
3
.
9
%
-7.4%
-3.2%
-1.5%
-1.4%
-1
.
4
%
-0.4%
-0
.
5
%
-3.0%-4.0%-0.8%
-2
.
7
%
-0
.
8
%
-1
.
0
%
103
3
.
3
3
103
2
.
8
2
10
3
2
.
8
3
103
3
.
1
1
1033.0
1
103
2
.
7
3
1
0
3
2
.
7
2
10
3
3
.
6
8
1033.59
-3.4%
-2.5%
10
3
2
.
6
4
10
0
-
Y
R
10
3
2
.
1
5
10
0
-
Y
R
RI
D
G
E
-4.4%
10
3
3
10
3
5
1035
1035
10
3
4
1034
1
0
3
4
1
0
3
4
.
3
4
1
0
3
4
.
3
6
10
3
3
.
8
4
103
3
.
8
0
10
3
3
.
5
5
1
0
3
3
.
6
3
10
3
2
.
9
4
103
2
.
9
4
-2
.
2
%
1035
-2
.
1
%
-3.1%
-0.5%
-1.1%
-2.3%
-2.2%
103
4
.
1
8
10
3
3
.
9
8
10
3
3
.
8
0
1
0
3
4
.
5
8
1034.62
1
0
3
4
.
5
4
10
3
4
.
5
1
1035
10
3
5
10
3
6
1031.8
5
10
3
2
.
6
0
1032.31
10
3
2
.
7
7
10
3
3
.
2
6
103
2
.
5
2
1033.99
1033.6
2
1034.90
103
4
.
8
3
10
3
5
1035
1
0
3
5
1034.97
1034.28
10
3
4
.
2
8
10
3
3
.
8
3
26477 C4-GRADE
DATE DESCRIPTION BY
PROJECT
TITLE
SHEET
REVISION SCHEDULE
PROJECT NO.
FILE NAME
DESIGNED BY
DRAWN BY
REVIEWED BY
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
DATE DESCRIPTION BY
ISSUE SCHEDULE
FI
L
E
L
O
C
A
T
I
O
N
:
S:
\
P
R
O
J
E
C
T
S
\
2
6
0
0
0
P
R
O
J
\
2
6
4
0
0
-
2
6
4
9
9
\
2
6
4
7
7
M
I
S
T
E
R
C
A
R
W
A
S
H
-
W
A
U
K
E
E
I
A
\
2
6
4
7
7
C
I
V
I
L
-
S
U
R
V
E
Y
\
C
I
V
I
L
P
R
O
D
U
C
T
I
O
N
D
R
A
W
I
N
G
S
\
2
6
4
7
7
C
4
-
G
R
A
D
E
.
D
W
G
OOA
ART
ATB
22-26477
C4-10
GRADING PLAN
C4-10 GRADING PLAN
---- ---- C4-10
IOWAWAUKEE
0
SCALE IN FEET
20 40
MISTER CARWASH
WAUKEE
PR
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
PR
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
PL
O
T
D
A
T
E
:
9/
1
2
/
2
0
2
2
1
0
:
3
0
A
M
05/10/22 CITY SUBMITTAL 1 OOA
06/07/22 CITY COMMENTS OOA
07/25/22 CITY SUBMITTAL 3 OOA
08/25/22 CITY SUBMITTAL 4 OOA
GRADING LEGEND
EXISTING CONTOUR (MINOR INTERVAL)
EXISTING CONTOUR (MAJOR INTERVAL)
PROPOSED CONTOUR (MINOR INTERVAL)
PROPOSED CONTOUR (MAJOR INTERVAL)
PROPOSED SPOT ELEVATION
PROPOSED TOP BACK OF CURB SPOT ELEVATION
SURFACE GRADE / DIRECTION
GENERAL GRADING NOTES
PROPOSED CONTOURS SHOW FINISHED GRADE ELEVATIONS. BUILDING PAD AND PAVEMENT HOLD
DOWNS ARE NOT INCLUDED. WHEN CONSTRUCTING BUILDING PADS WITH A HOLD DOWN, GRADE
AREAS TO ENSURE POSITIVE BUILDING PAD DRAINAGE.
101
100
101
100
XXX
.
X
X
XXX
.
X
X
-X.X%
INSET A (SEE SHEET C4-11)
INSET G (SEE SHEET C4-11)
INSET F (SEE SHEET C4-11)
INSET E (SEE SHEET C4-11)
INSET C (SEE SHEET C4-11)
INSET D (SEE SHEET C4-11)
INSET E (SEE SHEET C4-11)
INSET B (SEE SHEET C4-11)
INSET H (SEE SHEET C4-11)
INSET I (SEE SHEET C4-11)
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
1
0
3
8
UE UE UE UE UE
UE
I
I
I
1035.00 1035.04
103
5
.
1
6
103
5
.
2
1
10
3
4
.
8
9
1
0
3
4
.
5
4
1034.75
1
0
3
4
.
4
8
1
0
3
4
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3
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1034.78
10
3
4
.
6
0
1034.84
10
3
4
.
7
6
10
3
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.
4
9
103
4
.
3
9
103
4
.
8
3
-1.0%
-0.2%
0.
3
%
0.
7
%
-4
.
5
%
-4
.
5
%
-1.0%
-0.2%
-4
.
5
%
-4
.
5
%
-4.4%
-4.3%
-1
.
5
%
-1
.
4
%
-1
.
5
%
-1
.
5
%
-4.5%
-4.5%-0.1%
-0
.
5
%
1035
I
I
I
I
10
3
1
.
7
6
MAT
C
H
10
3
1
.
8
0
MA
T
C
H
1031.82
MATCH
1031.89
-1.3%
-0
.
5
%
103
3
1
0
3
4
1035.09
1034.82
1
0
3
4
.
5
7
1034.37
10
3
4
.
1
1
103
3
.
9
6
1
0
3
3
.
7
6
1033.66
1034.50
1
0
3
4
.
6
6
10
3
4
.
7
4
103
4
.
8
3
1034.75
1034.40
-1
.
5
%
-4.5%
-4.5%
-1
.
5
%
1.
6
%
1.
6
%
-1.5%
-1.5%
-3.7
%
-1.4%
-1
.
4
%
-1.5%
-1.2%
-1
.
8
%
10
3
5
10
3
6
1034.28
I I I I I I I
GGGGG
1
0
3
4
.
4
8
1
0
3
4
.
4
2
10
3
4
.
2
7
103
4
.
3
1
103
3
.
7
4
10
3
4
.
0
7
1033.88
10
3
3
.
8
4
10
3
4
.
0
3
-4
.
9
%
-4
.
8
%
-0.9%
-1.0%
10
3
4
.
2
8
1033.44
1033.55
1033.65
1033.16
1
0
3
2
.
7
8
10
3
3
.
1
9
103
2
.
8
6
ST-
3
E
O
F
1
0
3
3
.
1
9
-4
.
5
%
-1.5%
-5
.
5
%
0.0%
103
2
.
6
0
>>>>>
I I I I
I
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t
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k
2
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1
9
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e
1
4
8
&
1
5
3
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1
5
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P
a
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e
1
4
8
&
1
5
0
6" PVC
6" PVC
10
3
2
1033
10
3
2
-6.9%
I
I
I
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GGGGG
1
103
3
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1
9
1033.11
103
2
.
7
8
10
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2
.
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1
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2
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7
1
ST-2 EOF
1
0
3
2
.
6
3
10
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2
.
9
1
1033.01
103
2
.
7
9
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2
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4
9
10
3
2
.
7
1
1
0
3
2
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4
7
RI
D
G
E
-1.5%
-1.5%
-4
.
5
%
-4
.
5
%
-1.5%
-2.0%
-4
.
5
%
-4
.
0
%
-1
.
0
%
-0
.
9
%
1032.56
ST-2 EOF
-1.5%
10
3
3
1032.31
I
I
I
I
I
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I
I
10
3
3
103
3
1
0
3
2
.
3
2
1
0
3
3
.
4
7
103
3
.
5
2
103
3
.
6
0
1
0
3
3
.
1
4
10
3
2
.
9
2
1033.04
10
3
3
.
2
4
1
0
3
3
.
3
2
103
3
.
1
1
1
0
3
2
.
9
9
103
3
.
2
2
-1.5%
-4
.
5
%
-4
.
5
%
-1.5%
0.
5
%
-1.5%
-1.5%
-4
.
5
%
-4
.
5
%
0.
5
%
-1
.
0
%
RI
D
G
E
-4.4%
10
3
3
.
5
5
103
2
.
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2
FB
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FB
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103
9
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6
5
MA
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1039.71
M
A
T
C
H
10
3
9
.
5
2
10
3
9
.
5
3
-1
.
1
%
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-0
.
2
%
E
x
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g
1
0
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2
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1
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5
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g
1
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b
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r
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a
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>
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103
2
.
8
2
10
3
2
.
8
3
10
3
3
.
1
1
1033.0
1
103
2
.
7
3
1032.72
103
3
.
6
8
1033.59
-0.3%
0.3%
-1
.
5
%
-1
.
5
%
-4.4%
-4.5%
-1
.
6
%
26477 C4-GRADE
DATE DESCRIPTION BY
PROJECT
TITLE
SHEET
REVISION SCHEDULE
PROJECT NO.
FILE NAME
DESIGNED BY
DRAWN BY
REVIEWED BY
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
DATE DESCRIPTION BY
ISSUE SCHEDULE
FI
L
E
L
O
C
A
T
I
O
N
:
S:
\
P
R
O
J
E
C
T
S
\
2
6
0
0
0
P
R
O
J
\
2
6
4
0
0
-
2
6
4
9
9
\
2
6
4
7
7
M
I
S
T
E
R
C
A
R
W
A
S
H
-
W
A
U
K
E
E
I
A
\
2
6
4
7
7
C
I
V
I
L
-
S
U
R
V
E
Y
\
C
I
V
I
L
P
R
O
D
U
C
T
I
O
N
D
R
A
W
I
N
G
S
\
2
6
4
7
7
C
4
-
G
R
A
D
E
.
D
W
G
OOA
ART
ATB
22-26477
C4-11
DETAILED
GRADING PLAN
C4-11 DETAILED GRADING PLAN
---- ---- C4-11
IOWAWAUKEE
0
SCALE IN FEET
5 10
MISTER CARWASH
WAUKEE
PR
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
PR
E
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
PL
O
T
D
A
T
E
:
9/
1
2
/
2
0
2
2
1
0
:
3
1
A
M
05/10/22 CITY SUBMITTAL 1 OOA
06/07/22 CITY COMMENTS OOA
07/25/22 CITY SUBMITTAL 3 OOA
08/25/22 CITY SUBMITTAL 4 OOA
INSET A INSET B INSET C INSET D
INSET E
INSET F
INSET G
INSET H
INSET I
TURFGRASS SOD (LOCALLY SOURCED BLUEGRASS)8,470 SF
MULCHING 1 1
2 " - 3
4" DECORATIVE TRAP ROCK COLOR GREY/BASALT 5,156 SF
STEEL LANDSCAPE EDGING (COLOR BLACK) 42 LF
3' X 2' X 1.5' PROPOSED BOULDERS (SEE DETAIL) 6 EA
2' X 1.5' X 1' PROPOSED BOULDERS (SEE DETAIL) 9 EA
BOULDERS
UPLIGHT - DENALI SERIES FLOODLIGHT CATALOG NUMBER
DE-LED-X61-FL-BZP-12-A FROM B-K LIGHTING OR SIMILAR 18 EA
IN-GRADE LIGHT - CO2 LED (INTEGRAL DRIVER) FROM B-K LIGHTING
OR SIMILAR 26 EA
NOTE
ALL LIGHTING TO BE INSTALLED PER MANUFACTURER'S
RECOMMENDATIONS. TURF LIGHTING SHALL BE IN-GRADE,
UPLIGHTS SHALL BE IN PLANTING BEDS.
N/A
LIGHTING
SITE RESTORATION SCHEDULE
SYMBOL DESCRIPTION QTY
MATERIALS
EVERGREEN TREE QTY BOTANICAL / COMMON NAME SIZE ROOT NOTE
PK 1 PINUS KORAIENSIS
KOREAN PINE 6` HT MIN B & B
TO 4 TAXUS X MEDIA 'HICKSII'
HICKS YEW 6` HT MIN B & B
OVERSTORY TREE QTY BOTANICAL / COMMON NAME SIZE ROOT NOTE
BF 5 BETULA PLATYPHYLLA `FARGO` TM
DAKOTA PINNACLE ASIAN WHITE BIRCH 8` HT MIN B & B
GI 6 GLEDITSIA TRIACANTHOS INERMIS `SKYCOLE` TM
SKYLINE THORNLESS HONEY LOCUST 12` HT MIN B & B
AG 2 QUERCUS PALUSTRIS 'PRINGREEN'
GREEN PILLAR PIN OAK 8` HT MIN B & B
QW 3 QUERCUS X WAREI `LONG` TM
REGAL PRINCE OAK 8` HT MIN B & B
SHRUBS QTY BOTANICAL / COMMON NAME SIZE ROOT NOTE
BH 6 BERBERIS THUNBERGII 'HELMOND PILLAR'
HELMOND PILLAR JAPANESE BARBERRY #3 CONT 12" HT MIN
CR 5 CORNUS STOLONIFERA `ARCTIC FIRE`
ARCTIC FIRE DOGWOOD #3 CONT 24" HT MIN
FG 8 FORSYTHIA X 'NORTHERN GOLD'
NORTHERN GOLD FORSYTHIA #3 CONT 24" HT MIN
JF 8 JUNIPERUS CHINENSIS `SEA GREEN`
SEA GREEN JUNIPER #3 CONT 24" HT MIN
PL 16 PHYSOCARPUS OPULIFOLIUS `PODARAS 3` TM
LEMON CANDY DWARF NINEBARK #3 CONT 24" HT MIN
PN 5 PHYSOCARPUS OPULIFOLIUS `SUMMER WINE`
SUMMER WINE NINEBARK #3 CONT 24" HT MIN
SK 6 SYRINGA PUBESCENS `MISS KIM`
MISS KIM KOREAN LILAC #3 CONT 24" HT MIN
TD 10 TAXUS X MEDIA 'DENSIFORMIS'
DENSE ANGLO-JAPANESE YEW 3 GAL CONT 24" HT MIN
GRASSES QTY BOTANICAL / COMMON NAME SIZE ROOT NOTE
AP 7 ALLIUM X 'PURPLE SENSATION'
PURPLE SENSATION ORNAMENTAL ONION #1 CONT 12" HT MIN
LG 17 LIATRIS PYCNOSTACHYA
GAYFEATHER #1 CONT 12" HT MIN
MP 30 MISCANTHUS SINENSIS `PURPURESCENS`
FLAME GRASS #1 CONT 24" HT MIN
PS 12 PANICUM VIRGATUM `SHENANDOAH`
SWITCH GRASS #1 CONT 24" HT MIN
RH 9 RUDBECKIA HIRTA
BLACK-EYED SUSAN #1 CONT 12" HT MIN
SA 10 SEDUM X 'AUTUMN JOY'
AUTUMN JOY SEDUM #1 CONT 12" HT MIN
SP 24 SPOROBOLUS HETEROLEPIS
PRAIRIE DROPSEED #1 CONT 12" HT MIN
PLANT SCHEDULE
MISTER CARWASH
5,460 SQ. FT.
ENTRANCE FFE = 1034.50'
EXIT FFE = 1034.75'
10
5 5
FFE = 1034.83'FFE = 1035'
50000
1031.79
ck1
MB
OH
L
OH
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OH
L
OH
L
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OH
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OH
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OH
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OH
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L
OH
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L
OH
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OH
L
OH
L
OH
L
OH
L
OH
L
OH
L
OH
L
OH
L
OH
L
OH
L
OH
L
OH
L
OH
L
OH
L
OH
L
OH
L
OH
L
OH
L
OH
L
OH
L
OH
L
OH
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OH
L
OH
L
OH
L
OH
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L
OH
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>>
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>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
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>>
50015
1032.28
ck10
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
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FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
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FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
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FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
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FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
FB
O
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FB
O
FB
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FB
O
FB
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FB
O
FB
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FB
O
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FB
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1
0
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>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>
>
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(2) CR(2) PN(2) CR(2) PN(1) CR
(13) MP
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(3) SP
(5) SP
(1) TO
(4) AP
(1) TO
(2) JF
(4) SP
(4) PS
(1) GI
(1) GI
(1) QW
(10) PL
(10) SP
(6) SK
EAST FRONTAGE 246.39'
SO
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(2) MP
(2) SP
(1) PS
(1) TO
(1) PK
(1) TO
(1) BH
(1) BH
(1) BH
(1) BH
(1) BH
(1) BH
(1) FG
(1) TD
(1) FG
(1) TD
(1) FG
(1) TD
(1) FG
(1) TD
(1) FG
(1) TD
(1) FG
(1) TD
(1) FG
(1) TD
(1) FG (3) TD
(17) LG
(10) SA
(9) RH
1035
10
3
5
1032
1032
1033
1
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3
3
10
3
4
1
0
3
4
1034
10
3
4
1036 1037 1038
1
0
3
9
26477 C5 - LAND
DATE DESCRIPTION BY
PROJECT
TITLE
SHEET
REVISION SCHEDULE
PROJECT NO.
FILE NAME
DESIGNED BY
DRAWN BY
REVIEWED BY
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
DATE DESCRIPTION BY
ISSUE SCHEDULE
FI
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PRA
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AET
22-26477
C5-10 SITE RESTORATION AND PLANTING PLAN
---- ---- C5-10
IOWAWAUKEE
C5-10
SITE
RESTORATION
AND PLANTING
PLAN
0
SCALE IN FEET
20 40
LANDSCAPE EDGING
LANDSCAPE BOULDERS (SEE DETAIL)
LANDSCAPE EDGING LANDSCAPE EDGING
MISTER CARWASH
WAUKEE
PR
E
L
I
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:
9/
1
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/
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2
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1
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:
3
1
A
M
05/10/22 CITY SUBMITTAL 1 OOA
06/07/22 CITY COMMENTS OOA
07/25/22 CITY SUBMITTAL 3 OOA
08/25/22 CITY SUBMITTAL 4 OOA
LANDSCAPE REQUIREMENTS
AS REQUIRED IN WAUKEE, IOWA ZONING CODE (ZONE C 1-B)
LOCATION TYPE REQUIRED REQUIRED PROVIDED
ENTIRE SITE OPEN SPACE
20% OF SITE = 1 TREE & 1 SHRUB PER 1,000 SF SITE AREA. THE CALCULATION OF
REQUIRED OPEN SPACE SHALL NOT INCLUDE SIDEWALKS.
55,572 SF - 3,668 SF = 51902 *.2 = 10,380 SF
SITE AREA - SIDEWALK AREA = TOTAL AREA * .2 (20%) = OPEN SPACE REQUIREMENT
TREES AND SHRUBS REQUIRED: 1000/10,380 = 10.38
ROUNDED TO 11
11 TREES REQUIRED / 11 SHRUBS REQUIRED
11 TREES PROVIDED / 14 SHRUBS PROVIDED
ENTIRE SITE OPEN SPACE LANDSCAPE
REQUIREMENT
MINIMUM 50% MUST BE OVERSTORY SHADE TREES
MINIMUM 25% MUST BE EVERGREEN TREES
22 TREES ON SITE:
EVERGREENS REQUIRED 25% OF 22 = 5.5
OVERSTORY SHADE TREES REQUIRED 50% OF 22 = 11
MINIMUM
6 EVERGREEN PERCENTAGE: 27.3%
16 SHADE TREE PERCENTAGE: 72.72%
BUILDING PERIMETER FOUNDATION PLANTING REQUIREMENTS FOUNDATION PLANTINGS ARE REQUIRED AT THE BASE OF ALL BUILDINGS. ALL
FOUNDATION PLANTINGS ARE IN ADDITION TO REQUIRED OPEN SPACE PLANTINGS.FOUNDATION PLANTINGS REQUIRED AT BUILDING 31 SHRUBS PROVIDED AS FOUNDATION PLANTINGS
OFF-STREET PARKING AREA ISLAND/PENINSULA LANDSCAPE
REQUIREMENTS
EVERY PARKING LOT ISLAND MINIMUM 1 OVERSTORY TREE AND SHALL BE COVERED
WITH PLANT MATERIALS, LAWN, OR MULCHES.
1 OVERSTORY TREE PER LANDSCAPE ISLAND WITH PLANT
MATERIALS, LAWN, OR MULCH
REFER TO PLAN, LANDSCAPE ISLANDS HAVE BEEN
LANDSCAPED PER CODE WHEN APPLICABLE
SERVICE AREA SERVICE AREA SCREENING LANDSCAPE SHOULD BE ADDED AROUND TRASH ENCLOSURES AND TRANSFORMERS TO
SOFTEN VISUAL IMPACT.
LANDSCAPE SCREENING AROUND TRASH ENCLOSURE AND
TRANSFORMERS
LANDSCAPE SCREENING AROUND TRASH ENCLOSURE AND
TRANSFORMER PROVIDED
SETBACK BETWEEN PARKING AND
PUBLIC ROW BUFFER REQUIREMENT
THE SETBACK BETWEEN THE PARKING AREA AND THE PUBLIC RIGHT-OF-WAY SHALL BE
LANDSCAPED WITH A MINIMUM OF ONE OVERSTORY DECIDUOUS TREE PER 40 LINEAR
FEET OF FRONTAGE. SHALL BE EXCLUSIVE OF THE DRIVEWAYS. THE REQUIREMENT
SHALL BE INCLUDED IN THE MINIMUM NUMBER OF TREES REQUIRED FOR THE SITE AND
IS NOT IN ADDITION TO.
NORTH 71 LF = 2 TREES REQUIRED
EAST 247 LF = 7 TREES REQUIRED
SOUTH 171 LF = 5 TREES REQUIRED
NORTH 71 LF = 2 PROVIDED
EAST 247 LF = 7 PROVIDED
SOUTH 171 LF = 5 PROVIDED
EAST SIDE OF SITE BUFFER AREAS NO BUFFER REQUIRED PER CHAPTER 161.06 BUFFER AND SCREENING REQUIREMENTS.
COMMERCIAL ZONE C 1-B ADJOINING COMMERCIAL ZONE C 1-B.NOT APPLICABLE NOT APPLICABLE
SITE BOUNDARY, TYP
TOTAL SITE PLANTINGS:
DECIDUOUS TREES: 15 EVERGREEN TREES: 6 SHRUBS: 69 GRASSES: 113
PLANTING PLAN NOTES:
ANY CHANGES TO THE APPROVED LANDSCAPE PLAN SHALL RECEIVE APPROVAL IN WRITING FROM THE CITY OF WAUKEE,
IA COMMUNITY DEVELOPMENT DEPARTMENT.
BIORETENTION PLANTINGS: LIATRIS PYCNOSTACHYA, RUDBECKIA HIRTA, AND SEDUM X 'AUTUMN JOY'
ANY AREAS USED FOR STAGING, MATERIAL STORAGE, TOPSOIL STOCKPILE, AND WASTE MATERIAL STORAGE SHALL BE
RESTORED WITH TURFGRASS SOD.
BIORETENTION PLANTINGS (SEE NOTES + SCHEDULE)
MISTER CARWASH
5,460 SQ. FT.
ENTRANCE FFE = 1034.50'
EXIT FFE = 1034.75'
10
5 5
FFE = 1034.83'FFE = 1035'
Centerline of Private Drive
MB
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9
IRRIGATION LEGEND
SYMBOL DESCRIPTION UNITS QUANTITY
IRRIGATION LIMITS SF 13,662
1.IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND
VERIFICATION OF ALL EXISTING UTILITIES AND STRUCTURES. EXERCISE EXTREME
CARE IN EXCAVATING AND WORKING NEAR UTILITIES. DAMAGE DONE TO UTILITIES,
STRUCTURES, OR OTHER FINISHED WORK SHALL BE REPAIRED OR REPLACED AT
THE IRRIGATION CONTRACTORS EXPENSE.
2.IRRIGATION CONTRACTOR TO FIELD ADJUST DRIP LINE LOCATIONS SO AS TO
AVOID CONFLICTS WITH TREES, SITE FURNITURE, AND UTILITIES.
3.INSTALL PVC SCHEDULE 40 PIPE SLEEVES UNDER HARDSCAPE AT ALL POINTS
WHERE IRRIGATION MAIN LINE AND LATERALS ARE LOCATED.
4.INSTALL ALL MAINLINES TO SLOPE AT 1% MINIMUM TO MANUAL DRAIN VALVES
LOCATED AT LOW POINTS OR AS INDICATED ON PLANS OF MAINLINE SYSTEM.
5.THE CONTRACTOR SHALL PLACE A #12 SOLID COPPER TRACE WIRE WITH PURPLE
PE COVER FOR WATER ALONG ALL PVC MAINLINE. THIS INCLUDES ALL PVC
MAINLINE CONNECTING QUICK COUPLER VALVES.
6.THE IRRIGATION CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR
TO INSURE THE POINT OF CONNECTION IS PROVIDED PER PLANS.
7.INSTALL A BACKFLOW PREVENTER AND ENCLOSURE AT THE POINT OF
CONNECTION. INSTALL PER MANUFACTURE'S SPECIFICATIONS. COORDINATE WITH
THE CITY OF WAUKEE, IA TO ENSURE THE POINT OF CONNECTION MEETS ALL
CODES.
8.IRRIGATION CONTRACTOR SHALL INSTALL DRIP IRRIGATION SYSTEM FOR ALL
PLANTING AREAS. CONTRACTOR TO SUBMIT IRRIGATION PLAN AND PRODUCT
INFORMATION TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO
INSTALLATION.
9.CONTRACTOR TO INSTALL NEW TORO CUSTOM COMMAND SERIES / HUNTER ACC-D
/ RAIN BIRD ESP-LXIVM CONTROLLER WITH STAINLESS STEEL PEDESTAL MOUNT.
SOURCE IRRIGATION CONTROLLER, RAIN / FREEZE SENSOR, QUICK COUPLERS,
AND CONTROL VALVES FROM ONE MANUFACTURER. CONTRACTOR TO VERIFY 110V
UNINTERRUPTED ELECTRICAL SERVICE FOR THE CONTROLLER. CONTRACTOR TO
INSTALL CONTROLLER PER MANUFACTURER'S SPECIFICATIONS.
10.INSTALL VALVE BOX LOCATIONS IN PLANTING AREAS, PARALLEL TO AND SET BACK
FROM PAVEMENT EDGES AS INDICATED ON THE PLANS.
11.PROTECT AT ALL TIMES THE WORK FROM DAMAGE AND THEFT. REPLACE ALL
DAMAGED OR STOLEN PARTS AT CONTRACTOR'S EXPENSE UNTIL THE WORK IS
ACCEPTED IN WRITING BY THE CLIENT.
IRRIGATION NOTES
26477 C5 - LAND
DATE DESCRIPTION BY
PROJECT
TITLE
SHEET
REVISION SCHEDULE
PROJECT NO.
FILE NAME
DESIGNED BY
DRAWN BY
REVIEWED BY
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
DATE DESCRIPTION BY
ISSUE SCHEDULE
FI
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PRA
PRA
AET
22-26477
C5-20 IRRIGATION PLAN
---- ---- C5-20
IOWAWAUKEE
C5-20
IRRIGATION PLAN
0
SCALE IN FEET
20 40
MISTER CARWASH
WAUKEE
PR
E
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N
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:
9/
1
2
/
2
0
2
2
1
0
:
3
1
A
M
05/10/22 CITY SUBMITTAL 1 OOA
06/07/22 CITY COMMENTS OOA
07/25/22 CITY SUBMITTAL 3 OOA
08/25/22 CITY SUBMITTAL 4 OOA
ROOTBALL DIA
2X ROOTBALL DIA
DE
P
T
H
O
F
RO
O
T
B
A
L
L
PRUNE ALL BROKEN, DAMAGED, OR RUBBING LIMBS AND
BRANCHES IMMEDIATELY AFTER PLANTING - ALL
PRUNING CUTS CLEAN AT 90 DEGREES
FINISH GRADE
STAKING DIAGRAM
DO NOT CUT PRIMARY LEADER. ALL TREES SHALL HAVE
A STRONG (CENTRAL) DOMINATE LEADER
DECIDUOUS TREE PLANTING DETAIL
NTS
TREES 8'+TREES 6'-8'
TIE NYLON STRAP AROUND TRUNK AS SHOWN
SET ROOT FLARE 3" ABOVE FINISH GRADE
CUT AND REMOVE AT MINIMUM THE TOP HALF OF WIRE
BASKETS, BURLAP AND/OR TWINE AND REMOVE FROM
THE PLANTING PIT. AVOID CUTTING OR SCARING ROOTS.
ANY ROOTS THAT ARE SCARED OR BROKEN DURING
PLANTING SHALL BE PRUNED PERPENDICULAR
BACKFILL PLANTING PIT WITH NATIVE SOIL-EXCEPT
WHEN IN HEAVY CLAY, MIX AMENDED TOPSOIL FROM A
LOCAL SOURCE WITH NATIVE SOIL
EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE
DEPTH OF THE ROOTBALL MINUS 3" AND A MINIMUM
TWICE THE DIAMETER OF THE ROOTBALL. PLACE
ROOTBALL ON UNDISTURBED SOIL AND ENSURE TRUNK
OF TREE IS PLUMB
3" LAYER OF SHREDDED HARDWOOD MULCH MOUNDED
AT EDGE TO FORM A SHALLOW SAUCER - DO NOT PLACE
MULCH DIRECTLY ON TREE TRUNK, LEAVE A MIN. 3" RING
AROUND CROWN
HARDWOOD STAKES 2"X2"X8' LONG - INSTALL OUTSIDE
OF ROOTBALL AT 5' MAX HT
1/2" WIDE NYLON STRAPPING - GREEN OR BROWN COLOR
FINISH GRADE
NOTE:
1. DO NOT STAKE TREES
2. THOROUGHLY WATER-IN ALL TREES
IMMEDIATELY AFTER PLANTING AND
ENSURE NO UNDESIRABLE SETTLING
OCCURS - TREE STAYS PLUMB
ROOTBALL DIA
2X ROOTBALL DIA
MULTI-STEM TREE PLANTING DETAIL
NTS
DE
P
T
H
O
F
RO
O
T
B
A
L
L
DO NOT CUT PRIMARY LEADERS - 3 LARGEST DIAMETER
STEMS
PRUNE ALL BROKEN, DAMAGED, OR RUBBING LIMBS AND
BRANCHES IMMEDIATELY AFTER PLANTING - ALL
PRUNING CUTS CLEAN AT 90 DEGREES
CUT AND REMOVE AT MINIMUM THE TOP HALF OF WIRE
BASKETS, BURLAP AND/OR TWINE AND REMOVE FROM
THE PLANTING PIT. AVOID CUTTING OR SCARING ROOTS.
ANY ROOTS THAT ARE SCARED OR BROKEN DURING
PLANTING SHALL BE PRUNED PERPENDICULAR
BACKFILL PLANTING PIT WITH NATIVE SOIL-EXCEPT
WHEN IN HEAVY CLAY, MIX AMENDED TOPSOIL FROM A
LOCAL SOURCE WITH NATIVE SOIL
EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE
DEPTH OF THE ROOTBALL MINUS 3" AND A MINIMUM
TWICE THE DIAMETER OF THE ROOTBALL. PLACE
ROOTBALL ON UNDISTURBED SOIL AND ENSURE TRUNK
OF TREE IS PLUMB
3" LAYER OF SHREDDED HARDWOOD MULCH MOUNDED
AT EDGE TO FORM A SHALLOW SAUCER - DO NOT PLACE
MULCH DIRECTLY ON TREE TRUNK, LEAVE A MINIMUM 3"
RING AROUND CROWN
SET ROOT FLARE 3" ABOVE FINISH GRADE
DO NOT CUT PRIMARY LEADER. ALL TREES SHALL HAVE
A STRONG (CENTRAL) DOMINATE LEADER
FINISH GRADE
TREES 8'+TREES 6'-8'
HARDWOOD STAKES
2"X2"X8' LONG - INSTALL
OUTSIDE OF ROOTBALL
AT 5' MAX HT
STAKING DIAGRAM,
NO STAKING TREES
UNDER 6'
ROOTBALL DIA
2X ROOTBALL DIA
DE
P
T
H
O
F
RO
O
T
B
A
L
L
EVERGREEN TREE PLANTING DETAIL
NTS
TIE NYLON STRAP AROUND TRUNK AS SHOWN
CUT AND REMOVE AT MINIMUM THE TOP HALF OF WIRE
BASKETS, BURLAP AND/OR TWINE AND REMOVE FROM
THE PLANTING PIT. AVOID CUTTING OR SCARING ROOTS.
ANY ROOTS THAT ARE SCARED OR BROKEN DURING
PLANTING SHALL BE CUT CLEAN AT 90 DEGREES
BACKFILL PLANTING PIT WITH NATIVE SOIL-EXCEPT
WHEN IN HEAVY CLAY, MIX AMENDED TOPSOIL FROM A
LOCAL SOURCE WITH NATIVE SOIL
EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE
DEPTH OF THE ROOTBALL MINUS 3" AND A MINIMUM
TWICE THE DIAMETER OF THE ROOTBALL. PLACE
ROOTBALL ON UNDISTURBED SOIL AND ENSURE TRUNK
OF TREE IS PLUMB
3" LAYER OF SHREDDED HARDWOOD MULCH MOUNDED
AT EDGE TO FORM A SHALLOW SAUCER - DO NOT PLACE
MULCH DIRECTLY ON TREE TRUNK, LEAVE A MIN. 3" RING
AROUND CROWN
PRUNE ALL BROKEN, DAMAGED, OR RUBBING LIMBS AND
BRANCHES IMMEDIATELY AFTER PLANTING
SET ROOT FLARE 3" ABOVE FINISH GRADE
1/2" WIDE NYLON STRAPPING - GREEN OR BROWN COLOR
ROOTBALL DIA
2X CONTAINER DIA
DE
P
T
H
O
F
RO
O
T
B
A
L
L
2X ROOTBALL DIA
CONTAINER DIA
FINISH GRADE
SHRUB PLANTING DETAIL
NTS
EXCAVATE PLANTING PIT TO A DEPTH EQUAL TO THE
DEPTH OF THE ROOTBALL OR CONTAINER MINUS 3" AND
A MINIMUM TWICE THE DIAMETER OF THE ROOTBALL OR
CONTAINER. PLACE ROOTBALL ON UNDISTURBED SOIL
AND ENSURE PLANT IS PLUMB.
3" LAYER OF 1 1
2" - 3
4" DECORATIVE TRAP ROCK
BACKFILL PLANTING PIT WITH NATIVE SOIL-EXCEPT
WHEN IN HEAVY CLAY, MIX AMENDED TOPSOIL FROM A
LOCAL SOURCE WITH NATIVE SOIL
SHRUBS TO BE INSTALLED SO THAT THE TOP OF THE
CROWN OF THE PLANT IS ABOVE FINISH GRADE 3"
CUT AND REMOVE AT MINIMUM THE TOP HALF OF WIRE
BASKETS, BURLAP AND/OR TWINE, OR ENTIRE
CONTAINER, AND REMOVE FROM THE PLANTING PIT,
SCARIFY ROOTS FOR ALL CONTAINERIZED PLANTS 5
GALLONS FOR SMALLER
1.COORDINATE LOCATION OF ALL UTILITIES (LINES, DUCTS, CONDUITS, SLEEVES,
FOOTINGS, ETC.) WITH LOCATIONS OF PROPOSED LANDSCAPE ELEMENTS (FENCE,
FOOTINGS, TREE ROOTBALLS, ETC.). CONTRACTOR SHALL REPORT ANY DISCREPANCIES
TO OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK.
2.SAVE AND PROTECT ALL EXISTING TREES NOT NOTED TO BE REMOVED.
3.REMOVE ALL CONSTRUCTION DEBRIS AND MATERIALS INJURIOUS TO PLANT GROWTH
FROM PLANTING PITS AND BEDS PRIOR TO BACKFILLING WITH PLANTING MIX.
4.REFER TO SPECIFICATIONS FOR TOPSOIL REQUIREMENTS.
5.REFER TO PLANTING AND SITE DETAILS FOR AMENDED SOIL DEPTH IN PLANTING BEDS
AND SURROUNDING TREES. REFER TO SPECIFICATIONS FOR MIX TYPE.
6.FIELD STAKE PLANTINGS ACCORDING TO PLAN. OWNER'S REPRESENTATIVE SHALL
APPROVE ALL PLANT LOCATIONS PRIOR TO INSTALLATION. OWNER'S REPRESENTATIVE
RESERVES THE RIGHT TO REVISE PLANTING LAYOUT AT TIME OF INSTALLATION.
7.ALL PLANT MATERIALS SHALL BE TRUE TO THEIR SCIENTIFIC NAME AND SIZE AS
INDICATED IN THE PLANT SCHEDULE.
8.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING
PLAN AND THE NUMBER OF PLANTS IN THE SCHEDULE, THE PLANTING PLAN SHALL
GOVERN.
9.ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF
EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT
AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE OWNER'S
REPRESENTATIVE.
10.ALL PLANT MATERIALS MUST CONFORM TO AMERICAN STANDARDS FOR NURSERY STOCK
(ANSI Z60.1), LATEST EDITION PUBLISHED BY THE AMERICAN ASSOCIATION OF
NURSERYMEN, WASHINGTON D.C. LARGER SIZED PLANT MATERIALS OF THE SPECIES
LISTED MAY BE USED IF THE STOCK CONFORMS TO ANSI Z60.1.
11.ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR TO BE IN A LIVE AND
HEALTHY GROWING CONDITION FOR ONE FULL GROWING SEASON (ONE YEAR) AFTER
FINAL PROJECT ACCEPTANCE OR SHALL BE REPLACED BY THE CONTRACTOR FREE OF
CHARGE WITH THE SAME GRADE AND SPECIES.
12.ALL TREES SHALL HAVE A STRONG CENTRAL LEADER. ANY TREES DEEMED NOT TO HAVE
A STRONG CENTRAL LEADER SHALL BE REJECTED.
13.CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DUE TO CONSTRUCTION OPERATIONS.
ANY AREAS THAT ARE DISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT
NO ADDITIONAL COST TO THE OWNER.
14.PROVIDE SHREDDED HARDWOOD MULCH SURROUNDING ALL PROPOSED TREES (5' Ø)
AND WITHIN PLANTING BEDS TO A 3" MINIMUM DEPTH AS SHOWN IN TREE PLANTING
DETAIL. DO NOT USE AN UNDERLAYMENT SUCH AS PLASTIC SHEET OR LANDSCAPE
FABRIC. APPLY PRE-EMERGENT TO ALL PLANTING BEDS PRIOR TO MULCHING. REFER TO
PLANS FOR ADDITIONAL DETAILS. REFER TO STORMWATER DETAILS FOR BASIN
CONSTRUCTION AND MULCH APPLICATION.
18.MULCHING MATERIAL SHALL BE A 1 1
2" - 3
4" DECORATIVE TRAP ROCK (GREY COLOR OR
SIMILAR) , FREE OF GROWTH OR GERMINATION INHIBITING INGREDIENTS, 3" MINIMUM
DEPTH. MINIMUM DEPTHS AT LOCATIONS INDICATED ON DRAWINGS.
19.CONTRACTOR SHALL PROVIDE SAMPLE OF MULCH TO BE APPROVED BY THE LANDSCAPE
ARCHITECT.
20.INDICATED QUANTITIES ARE ESTIMATES AND SHALL BE CONFIRMED BY THE
CONTRACTOR.
21.ADJUST SPACING OF PLANT MATERIALS AROUND ADJACENT UTILITY STRUCTURES.
PLANTING NOTES
NOTES:
1.BOULDERS SHALL BE FREE OF SHARP EDGES AND SURFACES THAT COULD BE HARMFUL
TO PEDESTRIANS. FLAT SIDE OF THE BOULDER TO BE PLACED UPWARDS.
2.BOULDERS TO BE LOCALLY SOURCED FIELDSTONE BOULDERS, SUBMIT PICTURES AND
DIMENSIONS PRIOR TO INSTALLATION TO LANDSCAPE ARCHITECT.
3.GENERAL BOULDER SIZES:
4.MULCH: THE 1 1
2" - 3
4" DECORATIVE TRAP ROCK SHALL BE UTILIZED IN PLANTING BEDS PER
PLANS.
5.SUBMIT BOULDER/ROCK PICTURES AND DIMENSIONS PRIOR TO INSTALLATION .
26477 C5 - LAND
DATE DESCRIPTION BY
PROJECT
TITLE
SHEET
REVISION SCHEDULE
PROJECT NO.
FILE NAME
DESIGNED BY
DRAWN BY
REVIEWED BY
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
DATE DESCRIPTION BY
ISSUE SCHEDULE
FI
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PRA
PRA
AET
22-26477
C5-30
PLANTING NOTES
AND DETAILS
C5-30 PLANTING NOTES AND DETAILS
---- ---- C5-30
IOWAWAUKEE
MISTER CARWASH
WAUKEE
PR
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9/
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/
2
0
2
2
1
0
:
3
2
A
M
05/10/22 CITY SUBMITTAL 1 OOA
06/07/22 CITY COMMENTS OOA
07/25/22 CITY SUBMITTAL 3 OOA
08/25/22 CITY SUBMITTAL 4 OOA
LANDSCAPE BOULDERS
NTS
SIZE PER PLANS
LANDSCAPE BOULDER, SET BOULDER INTO GRADE A MIN 3"
ON SLOPES LESS THAN 2% AND A MIN 6" ON SLOPES
GREATER THAN 2%. SUBMITTAL TO BE PROVIDED TO
OWNER PRIOR TO SITE DELIVERY
SUBGRADE, PER PLANS AND NOTES
REFER TO RESTORATION/PLANTING PLANS FOR
MATERIAL
EDGE OF PLANTING BED
PLANT UNDER DRIP LINE OF LIMBED
UP SHRUBS AND TREES
TRIANGULATED SPACING WHERE POSSIBLE
EDGE OF STRUCTURE OR PAVING
PLANT PERIMETER AT SPECIFIED SPACING
UNLESS OTHERWISE NOTED, PLANT UP TO EXISTING
DRIP LINE OF ADJACENT SHRUBS
PLAN
FINISH GRADE
SECTION
BED EDGE
PER PLANS
PERENNIAL PLANTING DETAIL
NTS
TILL ALL PLANT BEDS TO A MINIMUM DEPTH OF 6" AND
BACKFILL PER SPECIFICATIONS, WHEN PROVIDED - IN
AREAS WITH HEAVY CLAY OR ROCKY SOILS AMEND WITH
AMENDED PLANTING SOIL FROM A LOCAL SOURCE.
PLACE CONTAINER ON UNDISTURBED SOIL AND ENSURE
PLANT IS PLUMB
CUT AND REMOVE THE ENTIRE CONTAINER AND SCARIFY,
AS NECESSARY, ROOTS FOR ALL CONTAINERIZED
PLANTS 5 GALLONS FOR SMALLER
3' LAYER OF 1 1
2" - 3
4" DECORATIVE TRAP ROCK
PERENNIALS TO BE INSTALLED SO THAT THE TOP OF THE
CROWN OF THE PLANT IS SLIGHTLY ABOVE FINISH GRADE
3" LAYER OF 1 1
2" - 3
4" DECORATIVE TRAP ROCK AT 3" DEPTH
PLANTING BED - SOIL PREPARATION PER PLANS & NOTES
FINISH GRADE @ LAWN
SUBGRADE - PER PLANS & NOTES
LANDSCAPE EDGING DETAIL
NTS
0'
-
6
"
3/16" THICKNESS X 4" DEPTH LANDSCAPE EDGING,
3/16" THICKNESS X 1'-4" LENGTH STAKES @ 2'-6" OC
26477 C5 - LAND
DATE DESCRIPTION BY
PROJECT
TITLE
SHEET
REVISION SCHEDULE
PROJECT NO.
FILE NAME
DESIGNED BY
DRAWN BY
REVIEWED BY
WITHOUT PRIOR WRITTEN CONSENT.
INC. AND MAY NOT BE USED, COPIED OR DUPLICATED
THIS DOCUMENT IS THE PROPERTY OF I & S GROUP,
DATE DESCRIPTION BY
ISSUE SCHEDULE
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AET
22-26477
C5-31
C5-31 PLANTING DETAILS
---- ---- C5-31
IOWAWAUKEE
MISTER CARWASH
WAUKEE
PR
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05/10/22 CITY SUBMITTAL 1 OOA
06/07/22 CITY COMMENTS OOA
07/25/22 CITY SUBMITTAL 3 OOA
08/25/22 CITY SUBMITTAL 4 OOA
PLANTING
DETAILS
MCW Hickman IA1724
Elevations and Materials
June 6, 2022
2 OF 8
MISTER CAR WASH
L2
A
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REF. BLW
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BUSINESS
101
CLOSET
102
IT
103
OFFICE
104
BREAKROOM
106
MENRESTROOM
107
WOMENRESTROOM
108
2
A5.0
1
A5.0
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A5.1
4
A5.1
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A6.1
2
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3
A6.2
3
A6.2
8
A6.7
7
A6.6
TUNNEL
100
MECHANICAL
109
C
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105
A
A7.0
6'-0"12'-0"6'-0"
7'
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0
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14
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7'
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3'
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4
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10
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6'
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16
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6'
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28
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24'-0"
132'-0"
28
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16'-10"
3'
-
2
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17
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6'-0"12'-0"6'-0"
24'-0"30'-8"26'-8"
4'-0"10'-0"2'-8"10'-0"4'-0"
26'-8"
16
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9'-4"3'-4"
116'-0"
3'-4"3'-4"3'-4"
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#
A2.1FLOOR PLAN
SCALE: 3/16" = 1'-0"
NORTH
Project
Date
Scale
Sheet
18080
09.07.21
Noted
Revisionspricing onlynot forconstructionExpires 06.30.22
71
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FLOOR PLAN
3/16” = 1’1
3 OF 8
MISTER CAR WASH
FINISH LEGENDMATERIAL TAKE OFF
METAL PANEL - CTRMS / PRE-
FINISHED STANDING SEAM
METAL ROOF / 436B3488
FLUROPON IN THE NAVY
MP-4
STONE VENEER - ELDORADO /
VANTAGE 30 / WHITE ELMSV-1
SPLIT FACE INTEGRALLY
COLORED BLOCK - COLOR TO
BE CLOSE TO MORNING FOG
SW6255
CU-1
WINDOWS & DOORS -
THERMALLY BROKEN ANODIZED
ALUMINUM / CLEARALU
CONCRETE / STANDARD GRAYCON
EXTERIOR PAINT - SHERWIN-
WILLIAMS / IN THE NAVY SW9178PT-9
EXTERIOR PAINT - SHERWIN-
WILLIAMS / MORNING FOG
SW6225
PT-6
EXTERIOR PAINT - SHERWIN-
WILLIAMS / WALL STREET
SW7665PT-3
EXTERIOR PAINT - SHERWIN-
WILLIAMS / DRESS BLUES
SW9176
EXTERIOR INSULATION
FINISHING SYSTEM
PT-7
EIFS
NORTH ELEVATION: CAR WASH TUNNEL EXIT
EAST ELEVATION: CAR WASH TUNNEL WALL
3/16” = 1’
3/16” = 1’
2
3
MP-4 ALU ALUPT-9 PT-9PT-9 MP-4SV-1 SV-1 CU-1 PT-9EIFS/
PT-7
PT-9MP-4SV-1
Exterior Building Finishes - 7,240 sqft - 100%
Primary Materials:
A. (SV-1) Natural Stone (Veneer) - 4,009 sqft - 55%
B. (CU-1) CMU - 986 sqft - 14%
Secondary Materials:
C. (EIFS) EIFS - 1,329 sqft - 18%
Openings + Fenestration:
D. (ALU) Store Front and Glass - 511 sqft - 7%
E. Polycarbonate Overhead Doors - 327 sqft - 5%
F. Painted Hollow Metal Doors - 93 sqft - 1%
PT-9
CU-2
CU-2
SPLIT FACE INTEGRALLY
COLORED BLOCK - COLOR TO BE
CLOSE TO WALL STREET SW7665
REVISIONS
CITY COMMENTS 06.06.2022
1
4 OF 8
MISTER CAR WASH
SOUTH ELEVATION: CAR WASH TUNNEL ENTRANCE
WEST ELEVATION: BUSINESS/ MECHANICAL
3/16” = 1’
3/16” = 1’
4
5
PT-9 SV-1MP-4 PT-9SV-1 EIFS/
PT-3
EIFS/
PT-7
EIFS/
PT-6
SV-1MP-4PT-9 PT-9ALU
EIFS/
PT-3 PT-9PT-9
MATERIAL TAKE OFF
Exterior Building Finishes - 7,240 sqft - 100%
Primary Materials:
A. (SV-1) Natural Stone (Veneer) - 4,009 sqft - 55%
B. (CU-1) CMU - 986 sqft - 14%
Secondary Materials:
C. (EIFS) EIFS - 1,329 sqft - 18%
Openings + Fenestration:
D. (ALU) Store Front and Glass - 511 sqft - 7%
E. Polycarbonate Overhead Doors - 327 sqft - 5%
F. Painted Hollow Metal Doors - 93 sqft - 1%
FINISH LEGEND
METAL PANEL - CTRMS / PRE-
FINISHED STANDING SEAM
METAL ROOF / 436B3488
FLUROPON IN THE NAVY
MP-4
STONE VENEER - ELDORADO /
VANTAGE 30 / WHITE ELMSV-1
SPLIT FACE INTEGRALLY
COLORED BLOCK - COLOR TO
BE CLOSE TO MORNING FOG
SW6255
CU-1
WINDOWS & DOORS -
THERMALLY BROKEN ANODIZED
ALUMINUM / CLEARALU
CONCRETE / STANDARD GRAYCON
EXTERIOR PAINT - SHERWIN-
WILLIAMS / IN THE NAVY SW9178PT-9
EXTERIOR PAINT - SHERWIN-
WILLIAMS / MORNING FOG
SW6225
PT-6
EXTERIOR PAINT - SHERWIN-
WILLIAMS / WALL STREET
SW7665PT-3
EXTERIOR PAINT - SHERWIN-
WILLIAMS / DRESS BLUES
SW9176
EXTERIOR INSULATION
FINISHING SYSTEM
PT-7
EIFS
CU-2
SPLIT FACE INTEGRALLY
COLORED BLOCK - COLOR TO BE
CLOSE TO WALL STREET SW7665
REVISIONS
CITY COMMENTS 06.06.2022
1
5 OF 8
MISTER CAR WASH
VACUUM ENCLOSURE ELEVATIONS AND PLAN
3/4” = 1’-0”6
PT-6 PT-9 CU-1
FINISH LEGEND
METAL PANEL - CTRMS / PRE-
FINISHED STANDING SEAM
METAL ROOF / 436B3488
FLUROPON IN THE NAVY
MP-4
STONE VENEER - ELDORADO /
VANTAGE 30 / WHITE ELMSV-1
SPLIT FACE INTEGRALLY
COLORED BLOCK - COLOR TO
BE CLOSE TO MORNING FOG
SW6255
CU-1
WINDOWS & DOORS -
THERMALLY BROKEN ANODIZED
ALUMINUM / CLEARALU
CONCRETE / STANDARD GRAYCON
EXTERIOR PAINT - SHERWIN-
WILLIAMS / IN THE NAVY SW9178PT-9
EXTERIOR PAINT - SHERWIN-
WILLIAMS / MORNING FOG
SW6225
PT-6
EXTERIOR PAINT - SHERWIN-
WILLIAMS / WALL STREET
SW7665PT-3
EXTERIOR PAINT - SHERWIN-
WILLIAMS / DRESS BLUES
SW9176
EXTERIOR INSULATION
FINISHING SYSTEM
PT-7
EIFS
CU-2
SPLIT FACE INTEGRALLY
COLORED BLOCK - COLOR TO BE
CLOSE TO WALL STREET SW7665
6 OF 8
MISTER CAR WASH
DUMPSTER AND VACUUM ENCLOSURE PLAN
3/4” = 1’-0”7
PT-6 PT-9 CU-1 PT-6 PT-9 PT-6 PT-9CU-1
DUMPSTER AND VACUUM ENCLOSURE ELEVATIONS
3/4” = 1’-0”8
FINISH LEGEND
METAL PANEL - CTRMS / PRE-
FINISHED STANDING SEAM
METAL ROOF / 436B3488
FLUROPON IN THE NAVY
MP-4
STONE VENEER - ELDORADO /
VANTAGE 30 / WHITE ELMSV-1
SPLIT FACE INTEGRALLY
COLORED BLOCK - COLOR TO
BE CLOSE TO MORNING FOG
SW6255
CU-1
WINDOWS & DOORS -
THERMALLY BROKEN ANODIZED
ALUMINUM / CLEARALU
CONCRETE / STANDARD GRAYCON
EXTERIOR PAINT - SHERWIN-
WILLIAMS / IN THE NAVY SW9178PT-9
EXTERIOR PAINT - SHERWIN-
WILLIAMS / MORNING FOG
SW6225
PT-6
EXTERIOR PAINT - SHERWIN-
WILLIAMS / WALL STREET
SW7665PT-3
EXTERIOR PAINT - SHERWIN-
WILLIAMS / DRESS BLUES
SW9176
EXTERIOR INSULATION
FINISHING SYSTEM
PT-7
EIFS
CU-2
SPLIT FACE INTEGRALLY
COLORED BLOCK - COLOR TO BE
CLOSE TO WALL STREET SW7665
7 OF 8
MISTER CAR WASH
ATTENDANT SHELTER PLAN
3/4” = 1’9 ATTENDANT SHELTER SIDE ELEVATION
3/4” = 1’10
ATTENDANT SHELTER FRONT ELEVATION
3/4” = 1’11 ATTENDANT SHELTER SIDE ELEVATION
3/4” = 1’12 ATTENDANT SHELTER READ ELEVATION
3/4” = 1’13
PT-9 SV-1ALU
PT-9 SV-1ALU PT-9 SV-1ALU PT-9 SV-1ALU
FINISH LEGEND
METAL PANEL - CTRMS / PRE-
FINISHED STANDING SEAM
METAL ROOF / 436B3488
FLUROPON IN THE NAVY
MP-4
STONE VENEER - ELDORADO /
VANTAGE 30 / WHITE ELMSV-1
SPLIT FACE INTEGRALLY
COLORED BLOCK - COLOR TO
BE CLOSE TO MORNING FOG
SW6255
CU-1
WINDOWS & DOORS -
THERMALLY BROKEN ANODIZED
ALUMINUM / CLEARALU
CONCRETE / STANDARD GRAYCON
EXTERIOR PAINT - SHERWIN-
WILLIAMS / IN THE NAVY SW9178PT-9
EXTERIOR PAINT - SHERWIN-
WILLIAMS / MORNING FOG
SW6225
PT-6
EXTERIOR PAINT - SHERWIN-
WILLIAMS / WALL STREET
SW7665PT-3
EXTERIOR PAINT - SHERWIN-
WILLIAMS / DRESS BLUES
SW9176
EXTERIOR INSULATION
FINISHING SYSTEM
PT-7
EIFS
CU-2
SPLIT FACE INTEGRALLY
COLORED BLOCK - COLOR TO BE
CLOSE TO WALL STREET SW7665
8 OF 8
MISTER CAR WASH
POS CANOPY SIDE ELEVATION
1/2” = 1’14
POS CANOPY FRONT ELEVATION
1/2” = 1’15
PT-9 SV-1 PT-9 SV-1ALU
PT-9 SV-1PT-9SV-1ALU
FINISH LEGEND
METAL PANEL - CTRMS / PRE-
FINISHED STANDING SEAM
METAL ROOF / 436B3488
FLUROPON IN THE NAVY
MP-4
STONE VENEER - ELDORADO /
VANTAGE 30 / WHITE ELMSV-1
SPLIT FACE INTEGRALLY
COLORED BLOCK - COLOR TO
BE CLOSE TO MORNING FOG
SW6255
CU-1
WINDOWS & DOORS -
THERMALLY BROKEN ANODIZED
ALUMINUM / CLEARALU
CONCRETE / STANDARD GRAYCON
EXTERIOR PAINT - SHERWIN-
WILLIAMS / IN THE NAVY SW9178PT-9
EXTERIOR PAINT - SHERWIN-
WILLIAMS / MORNING FOG
SW6225
PT-6
EXTERIOR PAINT - SHERWIN-
WILLIAMS / WALL STREET
SW7665PT-3
EXTERIOR PAINT - SHERWIN-
WILLIAMS / DRESS BLUES
SW9176
EXTERIOR INSULATION
FINISHING SYSTEM
PT-7
EIFS
CU-2
SPLIT FACE INTEGRALLY
COLORED BLOCK - COLOR TO BE
CLOSE TO WALL STREET SW7665