HomeMy WebLinkAbout2019-05-06-J04 Firestone Complete Auto Care_Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: May 6, 2019
AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Firestone
Complete Auto Care (575 E. Hickman Road)
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: Pavilion Development Company, applicant, requests
approval of a site plan to allow for the construction of a Firestone Complete
Auto Care. The car care center is proposed to be 5,800 square feet in area and
25-feet in height. The car care center will feature eight service bays.
Access to the site will be provided from private street extensions of NE
Venture Drive and NE Peachtree Drive. Twenty-nine (29) parking spaces are
required for the proposed use and the site plan indicates that thirty-six (36)
parking spaces will be provided.
The applicant has provided elevations for the proposed building on the site,
which meets the intent of the architectural guidelines within the Site Plan
Ordinance. The building will feature brick, glazing and Nichiha fiber cement
panels.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning Commission
reviewed this project at the April 23, 2019 Commission Meeting and recommended approval
subject to remaining staff comments:
Approval of a Site Plan for Firestone Complete Auto Care [575 E. Hickman Road]
City Planner, Melissa DeBoer, introduced the request for approval of a site plan as presented by the
applicant, Pavilion Development, to construct an auto repair store. The subject property is located
north of Hickman Road and west of NE Alice’s Road, containing approximately 1.15 acres.
Mrs. DeBoer advised that the project would involve the construction of a single-story, retail building
for a Firestone, approximately 5,800square feet in area. A trash enclosure and used inventory storage
is proposed at the northeast corner of the parking lot with a monument sign shown at the southwest
corner of the site along Hickman Road. Utilities are available to the site and storm water detention
would be accommodated in the existing private detention basins located to the north of NE Horizon
Drive.
Two accesses are provided to the site. One off of NE Venture Drive and one off of NE Peachtree
Drive, both are privately owned streets. Five foot wide sidewalks are provided along both the west and
J4
north sides of the site, including a connection to the trail along Hickman Road. All parking,
landscaping, and open space requirements have been met.
At this time staff recommends approval subject to any remaining staff comments.
Commissioner Tietz questioned if Peachtree will be constructed with this development. Mrs.
DeBoer advised it will be constructed. NE Venture Drive will be extended for access as well.
Commissioner Koshy questioned if staff was concerned with the small margin of error in
meeting open space requirements and if a discussion regarding the tradeoff between parking
space vs open space. Senior Planner, Andy Kass, advised that a lot of national companies
indicate a set number of spaces to maintain a standard across the board. With the current
ordinance, staff is comfortable so long as the open space requirement of 20% is met.
Commissioner Tietz questioned if the access would be lighted. Mrs. DeBoer advised that it
will eventually be a right-in right-out only area, but not lighted.
Commissioner Hoifeldt moved to approve a Site Plan for Firestone Complete Auto Care [575 E.
Hickman Road], subject to any remaining staff comments. Commissioner Broderick seconded the
motion. Ayes: Tietz, Broderick, Hoifeldt, and Koshy. Nays: None. Motion Carries.
STAFF REVIEW AND COMMENT: All staff comments have been addressed. The proposed
building meets all zoning requirements as well as architectural requirements.
RECOMMENDATION: Approve the resolution.
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Site Plan & Elevations
PREPARED BY: Andy Kass, Senior Planner
REVIEWED BY:
THE CITY OF WAUKEE, IOWA
RESOLUTION 19-
APPROVING THE SITE PLAN FOR FIRESTONE COMPLETE AUTO CARE (575 E.
HICKMAN ROAD)
IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA
WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal
Organization; AND,
WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of
the Site Plan for Firestone Complete Auto Care, subject to remaining staff comments on April
23, 2019; AND,
WHEREAS, the Site Plan for Firestone Complete Auto Care is in general conformance with
§304 – Site and Building Development Standards Ordinance of the Waukee Municipal Code;
AND,
WHEREAS, the Site Plan for Firestone Complete Auto Care is in general conformance with
§301.27(A) – Landscaping and Open Space Ordinance of the Waukee Municipal Code; AND,
NOW THEREFORE BE IT RESOLVED by the City Council of the City of Waukee, Iowa on
this 6th day of May, 2019 that the Site Plan for Firestone Complete Auto Care is approved.
____________________________
William F. Peard, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
RESULTS OF VOTE: AYE NAY ABSENT ABSTAIN
Anna Bergman
R. Charles Bottenberg
Courtney Clarke
Shelly Hughes
Larry R. Lyon
PLANNING AND ZONING COMMISSION STAFF REPORT
PROJECT: Firestone – Site Plan PREPARED BY: Melissa DeBoer, AICP – Planner II
REPORT DATE: April 19, 2019
MEETING DATE: April 23, 2019
GENERAL INFORMATION
Owner/Developer: Pavilion Development Company
Project Manager: Rado Nedkov, CEI Engineering Associates, Inc.
Request: The applicant is requesting approval of a site plan
for an auto repair store.
Location and Size: Property is located north of Hickman Road and
west of NE Alice’s Road, containing approximately
1.15 acres.
Property Address: 575 E. Hickman Road
AREA MAP
ABOVE: Aerial of subject property (outlined in RED) in relation to the surrounding area.
April 19, 2019
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 Single Family Residential Single Family
Residential R-2 (One and Two Family
Residential District)
East Retail 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, retail building for a Firestone. The building is proposed
to be approximately 5,800 square feet in area. A trash enclosure / used inventory storage is proposed at the
northeast corner of the parking lot. A monument sign is shown at the southwest corner of the site along
Hickman Road.
ACCESS AND PARKING
Two accesses are provided to this site. One access is provided off of NE Venture Drive and one off of NE
Peachtree Drive, both streets are private.
A total of 29 parking spaces are required for this facility, this includes 3 spaces per service bay, 1 space per
service vehicle, and 2.5 spaces per 1,000 sq ft of non-service area. The total amount of parking proposed is 36
spaces, including two accessible spaces. The proposed site plan meets the parking requirements of the
ordinance.
SIDEWALKS/TRAILS
Five foot wide sidewalks are provided along both the west 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
Peachtree Drive.
UTILITIES
All utilities will be provided to this site. The site plan identifies the water and sanitary sewer connections
coming from the mains to the north of the site, along NE Venture Drive. 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 20.2%. The applicant has provided the required amount of plantings per the landscaping ordinance.
April 19, 2019
3 of 3
ELEVATIONS
The proposed building is a single story building. The elevations of the building are proposed to be constructed
of brick, Nichiha block, and aluminum storefront system. Overhead doors are proposed on the west and east
elevations. Canvas awnings are proposed over the storefront entrance areas. The trash enclosure is proposed
to be constructed of brick to match the building.
MISCELLANEOUS:
The applicant has submitted a photometric plan and associated light fixture cut sheets. The lighting plan meets the
lighting requirements of the Site Plan Ordinance.
STAFF RECOMMENDATION
Staff recommends approval of the site plan for Firestone subject to remaining staff comments.
SITEHICKMAN ROADNE VENTURE DRIVE(PRIVATE) EngineeringAssociates, Inc.SITE DEVELOPMENT PLANS FOR3108 S.W. REGENCY PARKWAY, SUITE 2BENTONVILLE, AR 72712(479) 273-9472fax (479) 273-084431012 CS - MPD31012WAUKEE, IOWA575 E. HICKMAN ROADC0REV 3NOTICE TO BIDDERS:APPROVED DATEGENERAL NOTES:PLAN INDEX:RESOURCE LIST:FLOOD ZONE INFORMATION:ASSOCIATED PLANS:BY SCALED MAP LOCATION AND GRAPHICAL PLOTTING ONLY. THIS PROPERTY IS LOCATED IN ZONE'X' WHICH ARE AREAS OF 0.2% CHANCE FLOOD AND NOT LOCATED WITHIN ANY PRESENTLYESTABLISHED 100 - YEAR FLOODPLAIN AS DETERMINED BY THE NATIONAL FLOOD INSURANCEPROGRAM FLOOD INSURANCE RATE MAP FOR CITY OF WAUKEE, IA.MAP NUMBER: 19049C0355FMAP REVISED: DECEMBER 7, 2018A.ALL PHASES OF SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE OWNER /DEVELOPER SITE WORK SPECIFICATIONS.B.CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF EXISTING STRUCTURES, RELATEDUTILITIES, PAVING, UNDERGROUND STORAGE TANKS AND ANY OTHER EXISTINGIMPROVEMENTS AS NOTED. SEE SITE WORK SPECIFICATIONS.C.CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND OTHER MATERIALSRESULTING FROM PREVIOUS AND CURRENT DEMOLITION OPERATIONS. DISPOSAL WILL BE INACCORDANCE WITH ALL LOCAL, STATE AND/OR FEDERAL REGULATIONS GOVERNING SUCHOPERATIONS.D.THE GENERAL CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR AND SHALL TAKE ALLPRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURINGTHE CONSTRUCTION PHASES OF THIS PROJECT.E.WARRANTY/DISCLAIMER: THE DESIGNS REPRESENTED IN THESE PLANS ARE IN ACCORDANCEWITH ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN FUNCTIONS AND USESINTENDED BY THE OWNER AT THIS TIME. HOWEVER, NEITHER THE ENGINEER NOR ITSPERSONNEL CAN OR DO WARRANT THESE DESIGNS OR PLANS AS CONSTRUCTED EXCEPT INTHE SPECIFIC CASES WHERE THE ENGINEER INSPECTS AND CONTROLS THE PHYSICALCONSTRUCTION ON A CONTEMPORANEOUS BASIS AT THE SITE.F.SAFETY NOTICE TO CONTRACTOR: IN ACCORDANCE WITH GENERALLY ACCEPTEDCONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELYRESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS ANDPROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLYCONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. ANY CONSTRUCTIONOBSERVATION BY THE ENGINEER OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TOINCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES, IN, ON ORNEAR THE CONSTRUCTION SITE.G.ALL CONSTRUCTION IN STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY SHALL BECOORDINATED WITH THE HIGHWAY DEPARTMENT RESIDENT ENGINEER.H.WETLANDS NOTE: ANY DEVELOPMENT, EXCAVATION, CONSTRUCTION, OR FILLING IN A U.S.CORPS OF ENGINEERS DESIGNATED WETLAND IS SUBJECT TO LOCAL, STATE AND FEDERALAPPROVALS. THE CONTRACTOR SHALL COMPLY WITH ALL PERMIT REQUIREMENTS AND/ORRESTRICTIONS AND ANY VIOLATION WILL BE SUBJECT TO FEDERAL PENALTY. THECONTRACTOR SHALL HOLD THE OWNER/DEVELOPER, THE ENGINEER AND THE LOCALGOVERNING AGENCIES HARMLESS AGAINST SUCH VIOLATION.I.RESIDENT ENGINEERING SERVICES: WHEN REQUESTED BY THE OWNER, RESIDENTENGINEERING SERVICES SHALL BE PROVIDED BY THE ENGINEERS (ON A TIME AND FREQUENCYBASIS) ACCEPTABLE TO THE CITY ENGINEER FOR IMPROVEMENTS TO PUBLIC WATER MAINS,PUBLIC SEWER, AND CITY STREETS. AT THE COMPLETION OF CONSTRUCTION, THE ENGINEERSHALL CERTIFY THE CONSTRUCTION TO BE IN COMPLIANCE WITH THE PLANS ANDSPECIFICATIONS. THIS WORK WILL BE AT THE OWNER/DEVELOPER'S DIRECT EXPENSE ANDSHALL BE COORDINATED WITH CEI ENGINEERING ASSOCIATES, INC. IT WILL BE THECONTRACTOR'S RESPONSIBILITY TO NOTIFY THE RESIDENT ENGINEER OF ANYPRECONSTRUCTION / CONSTRUCTION CONFERENCES AND ANY PUBLIC CONSTRUCTION 24HOURS PRIOR TO SAID ACTION.L.FINAL APPROVAL WILL BE SUBJECT TO THE ACCEPTANCE OF THE PROPOSED DEVELOPMENTCIVIL DESIGN BY THE BUILDING OFFICIAL.M.ALL WORK DONE ON THE PROJECT SHALL BE IN CONFORMANCE WITH CURRENT WAUKEESTANDARD SPECIFICATIONS AND CURRENT EDITION OF SUDAS.N.ANY PROPOSED CHANGES TO THE PLAN SET SHALL BE APPROVED IN WRITING BY THE CITY OFWAUKEE DEVELOPMENT SERVICES DEPARTMENT.O.THE CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THATHAVE NOT BEEN GRANTED APPROVAL IN WRITING BY THE CITY OF WAUKEE DEVELOPMENTSERVICES DEPARTMENT.P.ALL DISTURBED AREAS SHALL BE SODDED.Q.ALL SIGNAGE SHALL REQUIRE A SEPARATE REVIEW AND PERMIT FROM THE CITY OF WAUKEEDEVELOPMENT SERVICES DEPARTMENT.R.NOTIFY OWNER, ENGINEER, CITY OF WAUKEE AT LEAST 48 HOURS PRIOR TO BEGINNINGWORK. CONTRACTOR SHALL ALSO NOTIFY THE CITY OF WAUKEE ENGINEERING DEPARTMENTAT LEAST 48 HOURS PRIOR TO ANY PLANNED WEEKEND OR HOLIDAY WORK.S.CONTRACTOR IS RESPONSIBLE FOR CLEANING DIRT AND DEBRIS FROM NEIGHBORINGSTREETS, DRIVEWAYS, AND SIDEWALKS CAUSED BY CONSTRUCTION ACTIVITIES AT THE END OFEACH WORK DAY AND PRIOR TO A RAIN EVENT.T.PRECONSTRUCTION MEETING WITH THE CITY OF WAUKEE IS REQUIRED A MINIMUM OF ONEWEEK PRIOR TO CONSTRUCTION ACTIVITIES BEGINNING.U.CONTRACTOR SHALL COORDINATE ALL TIE-INS TO UTILITIES WITH THE CITY OF WAUKEEPUBLIC WORKS DEPARTMENT AND CITY OF WAUKEE PUBLIC WORKS SHALL WITNESS ALLTIE-INS.C0COVER SHEETC1SITE PLANC3GRADING PLANC3.1DRAINAGE PLANC4EROSION CONTROL PLANC5UTILITY PLANC7LANDSCAPE PLANC7.1LANDSCAPE NOTESC8DETAIL SHEET IC9DETAIL SHEET IIC10DETAIL SHEET IIIALL QUESTIONS REGARDING THE PREPARATION OF THE GENERAL CONTRACTOR'S BID SHALL BEDIRECTED TO THE OWNER'S DEVELOPMENT COMPANY (MICHAEL MCDONALD) AT (704)557-9267.SUBCONTRACTORS MUST DIRECT THEIR QUESTIONS THROUGH THE GENERAL CONTRACTOR. THECONSULTING ARCHITECT AND/OR THE CONSULTING ENGINEER SHALL NOT BE CONTACTEDDIRECTLY WITHOUT PRIOR AUTHORIZATION FROM THE OWNER/DEVELOPER.TIRE ENCLOSURE ELEVATIONSEXTERIOR ELEVATIONS AND DETAILSSITE PHOTOMETRIC LAYOUTOWNER/DEVELOPERPAVILION DEVELOPMENT COMPANY5605 CARNEGIE BLVD, SUITE 110CHARLOTTE, NC 28209MICHAEL MCDONALD(704)557-9267michael.mcdonald@paviliondevelopment.comCIVIL ENGINEERCEI ENGINEERING & ASSOC. INC.3108 SW REGENCY PKWY, SUITE 2BENTONVILLE, AR 72712CHRIS HARTY, ASLA(479) 273-9472rharty@ceieng.comARCHITECTSGA DESIGN GROUP1437 S BOULDER AVE, SUITE 550TULSA, OK 74119JEFF DALTON, AIA(918) 587-8602 EX 255jeffd@sgadesigngroup.comPLANNING DEPARTMENTCITY OF WAUKEE230 W. HICKMAN ROADWAUKEE, IA 50263MELISSA DEBOER(515) 978-7898MDEBOER@WAUKEE.ORGDEPARTMENT OF TRANSPORTATIONIOWADOT800 LINCOLN WAYAMES, IA 50010(515) 239-1216PROJECT MANAGERCEI ENGINEERING & ASSOC. INC.3108 SW REGENCY PKWY, SUITE 2BENTONVILLE, AR 72712RADOSLAV NEDKOV(479)273-9472RNEDKOV@CEIENG.COMFIRE DEPARTMENTCITY OF WAUKEE FIRE DEPARTMENT1300 SE L.A. GRANT PARKWAY, SUITE BWAUKEE, IA 50263JUSTIN FREDERICK(515) 978-7982JFREDERICK@WAUKEE.ORGSANITARY SEWERCITY OF WAUKEE805 UNIVERSITY BLVD.WAUKEE, IA 50263TIM ROYER(515) 978-7920TROYER@WAUKEE.ORGWATERCITY OF WAUKEE805 UNIVERSITY BLVD.WAUKEE, IA 50263TIM ROYER(515)978-7920TROYER@WAUKEE.ORGELECTRICMIDAMERICAN ENERGY COMPANY10510 DOUGLASDES MOINES, IA 50303JORDAN HOHENSEE(515) 242-4235JAHOHENSEE@MIDAMERICAN.COMNATURAL GASCITY OF WAUKEE805 UNIVERSITY BLVD.WAUKEE, IA 50263TIM ROYER(515)978-7920TROYER@WAUKEE.ORGTELEPHONEVERIZON1336 EAST HICKMAN RDWAUKEE, IA 50263(515) 987-4805CITY OF WAUKEEVicinity MapNot to ScaleLEGAL DESCRIPTION:LOT 1, PRAIRIE CROSSING PLAT 7, AN OFFICIAL PLAT, CITY OF WAUKEE, DALLAS COUNTY, IOWA.PROPERTY OWNER:ALICES, L.C.,KNAPP PROPERTIES INC.5000 WESTOWN PARKWAY, STE 400WEST DES MOINES, IA 50266-5921NUMBER OF EMPLOYEES 101REVISION #1 - 03/18/192REVISION #2 - 04/01/193REVISION #3 - 04/15/19201904/15/201919989C0 COVER SHEET, C1 SITE PLAN, C3 GRADING PLAN, C3.1DRAINAGE PLAN, C3.1 EROSION CONTROL PLAN, C5 UTILITYPLAN, C8 DETAIL SHEET, C9 DETAIL SHEET, C10 DETAIL SHEET.04/15/2019
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LOADING ZONE LOADING ZONEEFDC6''W6''W15552'5'15.4'5'10'
22'20'24'R5'R25'R5'R15'R8'R8'R22.5'R27.5'5'TYP.TYP.728 SF408 SF315 SF20 LF20 LFTYP.TYP.TYP.TYP.TYP.TYP.(2)2)2)19'TYP.19'TYP.9'TYP.24'6'17'TYP.9'
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ALL BOLLARDS AND CURBING ADJACENT TO BUILDING SHALL BE PAINTED SAFETY YELLOW UNLESS OTHERWISE SPECIFIED HEREIN.020'30'40'SCALE IN FEETKnow what'sbelow.Callbefore you dig.NOTE:SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONSAND DIMENSIONS OF PORCHES, RAMPS, VESTIBULE,SLOPED PAVING, TRUCK DOCKS, BUILDING UTILITYENTRANCE LOCATIONS AND PRECISE BUILDINGDIMENSIONS.Vicinity MapNot to ScaleSITE DETAILSSITE NOTESSITE BENCHMARKWAITING FOR FINAL SURVEY FOR BENCHMARK LOCATIONX"GOHEOHE&TOHTOHTVX"SSUGEUGE&TUGTUGTVX"W.5-10-11 50.5LEGENDEXISTINGenohstugwEAST OR ELECTRICNORTHOVERHEADSOUTH OR SEWERTELEPHONEUNDERGROUNDWEST OR WATERPROPERTY LINERIGHT OF WAY LINESTORM DRAINGASOVERHEAD ELECTRICOVERHEAD ELECTRIC AND TELEPHONEOVERHEAD TELEPHONEOVERHEAD TVSANITARY SEWERUNDERGROUND ELECTRICUNDERGROUND ELECTRIC AND TELEPHONEUNDERGROUND TELEPHONEUNDERGROUND TVWATERTREE INFO.5 = DIAMETER OF TRUNK IN FEET10 = HEIGHT OF TREE IN FEET11 = CANOPY DIAMETER IN FEET50.5 = ELEVATION AT BASE OF TREEDEVELOPMENT PLANS BASED ONINFORMATION PER CIVIL ENGINEERINGCONSULTANTS, INC., PROJECT #E7964,ENTITLED "PRAIRIE CROSSING PLAT 7".INITIAL DATEDPORPMDESDRW Engineering Associates, Inc.CEI PROJECT NO.C1REV 304/15/19SITE PLANFAX (479)273-0844(479)273-9472Bentonville, AR 727123108 S.W. REGENCY PARKWAY, SUITE 2IVJIVJRKNADS04/15/19310128-BAY-FCAC-I-RIGHTWAUKEE, IOWA575 E. HICKMAN ROADFIRESTONE COMPLETE AUTO CAREPRELIMINARY NOT FOR CONSTRUCTIONAPPROVED FIRE APPARATUS ACCESS ROAD SHALL BE PROVIDEDAROUND BUILDING AS SOON AS THE CONSTRUCTION OF THEBUILDING COMMENCES. IT WILL BE EXPECTED FOR CONCRETEAROUND BUILDING TO BE INSTALLED PRIOR TO BUILDINGCONSTRUCTION BEGINNING TO GO VERTICAL. IF THIS WILL NOT BETHE CASE, PROVIDE HOW TEMPORARY ACCESS AROUND BUILDINGWILL BE INSTALLED TO SUPPORT FIRE APPARATUS AND HOW ITWILL BE MAINTAINED.1REVISION #1 - 03/18/192REVISION #2 - 04/01/1902ETRASH DUMPSTER ENCLOSURE (PER ARCH. PLANS).12D4 INCH WIDE PAINTED YELLOW STRIPES. 2.0 FOOT O.C. @ 45 DEGREES (SEE SIZEINDICATED AT SYMBOL).12H4 INCH DOUBLE TRAFFIC YELLOW LANE STRIPE (SEE LENGTH INDICATED AT SYMBOL).16EMONUMENT SIGN.18DMATCH EXISTING PAVEMENT ELEVATIONS.21ATAPER CURB TO MATCH EXISTING CURB.51BLIMITS OF SAWCUT AND PAVEMENT REMOVAL70A'LOADING ZONE' PAINTED 12" HIGH LETTERS WITH 2" MINIMUM STROKE.70BLANDSCAPE AREA70CADA WARNING PAD/TRUNCATED DOME70DBOLLARDS (PER ARCH. PLANS0 TYPICAL AT EACH BAY79AALL PAVEMENT SHALL BE FLUSH (NO CURB AT BUILDING EDGE OR EDGE OF PAVEMENT)79BCONCRETE PAVING, THICKNESS VARIES (SEE ARCH. PLANS)01ATYPE A CONCRETE CURB AND GUTTER02APRECAST CONCRETE WHEEL STOP03DCONCRETE SIDEWALK03MWHEELCHAIR RAMP IN SIDEWALK08ASTANDARD DUTY ASPHALT PAVING08BHEAVY DUTY ASPHALT PAVING09N90 DEGREE PARKING09SACCESSIBLE / VAN ACCESSIBLE PARKING SIGN09UACCESSIBLE PARKING SYMBOL10ATRAFFIC FLOW ARROW10BSTOP BAR12FSIGN BASE12GSTOP SIGN3REVISION #3 - 04/15/1904/15/2019
GASGASGASGASGASGASGASGASGASGASGASGASGAS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SSOHEOHEOHEOHEOHEOHEOHEOHEOHEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT18''SS18''SS18''SS18''SS18''SS18''SS18''SS18''SS18''SS18''SS18''SS18''SSOHEOHEOHEOHE12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W6''W6''W6''WFL = 1025.92FL = 1026.50FL = 1026.86FL = 1026.33FL = 1024.95FL = 1025.74FL = 1026.63FL = 1026.49FL = 1027.17FL = 1027.42FL = 1019.756''SS18" STORM21" STORM15" STORM24" STORM18" STORM15" STORM15" STORM15" STORM15" STORM15" STORM30" STORM24''W24''W24''W24''W24''W24''W24''W24''W24''W24''W24''W24''W24''W5,798 SFF.F.E = 1032.50
M
D62 LF 15"HDPE@ 1.00 %65 LF 12"HDPE@ 2.58%114 LF 12"HDPE@ 0.50 %114 LF 12"HDPE@ 0.50 %67 LF 12"HDPE@ 0.50 %103510311032103310341036103710381031103110311031103110311032103310341035103110311031103110321033103410361037 10311038103610371035103410331031103110311
0
3
2103410351035 1031103110321032
103
2 10321032103210321032
1032103210321032103210331033
103310341034103410361036103510361037 10351034
103120 LF 8"HDPE@ 1.00 %30 LF 12"HDPE@ 1.00 %22 LF 12"HDPE@ 1.00 %26LF 12"HDPE@ 1.00 %26 LF 12"HDPE@ 1.00 %CB-6INV IN: 1028.82INV OUT: 1028.8218D21A21A18D21A21A18D18D18DCB-6INV OUT : 1027.7023ECB-2INV IN: 1026.84INV OUT : 1026.7423ACB-3INV IN: 1027.51INV OUT : 1027.4123ACB-4INV IN: 1028.18INV OUT : 1028.0823ECB-5INV IN: 1028.62INV OUT : 1028.5223E73ACB-1INV IN(E): 1026.02INV IN (SE): 1026.12CONNECT TO 18" STORM PIPEAT ELEVATION 1025.92 PERCIVIL ENGINEERING CONSULTANTS,INC., PROJECT#E7964, ENTITLED"PRAIRIE CROSSING PLAT 7".30" STORM PIPE PERCIVIL ENGINEERING CONSULTANTS, INC., PROJECT#E7964, ENTITLE "PRAIRIE CROSSING PLAT 7".10' GAS MAINEASEMENTBK 2019, PG 15315' PUBLIC WATERMAIN EASEMENTBK 2019, PG 15040' PUBLICSANITARYSEWER EASEMENTBK 2019 PG 149APPROXIMATELOCATION OF16.5' WIDETELECOMMUNICATIONSEASEMENTBOOK 2006, PAGE 19329EXISTING 6.6'SANITARY SEWEREASEMENT BOOK2000, PAGE 213510' PUBLICUTILITY EASEMENTBK 2019, PG 15273BINV=1029.41TYP.27AINV=1029.3427AINV=1029.0427AINV=1029.0827AINV=1029.3473A23E4.1%3.8%3.8%2.6%3.2%3.7%2.0%2.0%1.4%3.5%3.3%1.9%2.0%3.0%2.0%1.3%2.0%2
.
1%3.1%2.0%2.0%1.7%3.0%3.0%3.7%2.3%3.2%2.9%2
.
6%
1.
3
%1.5%2.0%2.0%2.7%3.4%1.0%1.6%1.0%1.8%1.0%1.0%1.1%1.2%1.0%1.5%1.0%
1.9%1.7%2.3%2.
7
%3.0:13.0:13.0:13.0:13.0:13.0:13.0:13.0:13.0:12.5%3.7%1.5%3.3%1.3%1.4%TC 1032.66G 1032.16TC 1032.95G 1032.45TC 1033.14G 1032.64TC 1032.95G 1032.45TC 1032.72G 1032.22TC 1032.30G 1031.80TC 1032.21G 1031.71TC 1032.28G 1031.78TC 1032.76G 1032.26TC 1032.18G 1031.68TC 1032.13G 1031.63TC 1032.11G 1031.61TC 1032.47G 1031.97TC 1032.55G 1032.05TC 1032.79G 1032.29TC 1032.33G 1031.83TC 1033.06G 1032.56TC 1032.58G 1032.08TC 1032.16G 1031.66TC 1032.07G 1031.57TC 1032.15G 1031.65TC 1032.21G 1031.71TC 1032.03G 1031.53FS 1032.38FS 1032.38FS 1032.38FS 1032.38FS 1032.38FS 1032.30FS 1032.30FS 1032.40FS 1032.50FS 1032.40FS 1032.40FS 1032.50FS 1032.30FS 1032.30FS 1032.38FS 1032.38FS 1032.38FS 1032.38FS 1032.38TC 1032.64G 1032.14FS 1031.88FS 1031.88FS 1031.77FS 1031.81FS 1031.90FS 1031.93FS 1031.99FS 1032.08FS 1032.26FS 1031.88FS 1031.45FS 1032.00FS 1032.22TC 1032.58G 1032.08TC 1032.59G 1032.09TC 1032.63G 1032.13FS 1032.25FS 1032.31TC 1032.90G 1032.40TC 1032.95G 1032.45TC 1032.44G 1031.94TC 1032.68G 1032.18TC 1032.54G 1032.04TC 1032.37G 1031.87TC 1032.46G 1031.96FS 1032.27FS 1032.23FS 1031.27FS 1031.21FS 1031.57FS 1031.51FS 1031.45FS 1031.39FS 1031.31FS 1031.37FS 1031.56FS 1031.49FS 1031.14FS 1031.21TC 1031.52G 1031.02TC 1031.59G 1031.09FS 1031.13FS 1031.08FS 1031.19FS 1031.24FS 1031.27FS 1031.57FS 1031.64FS 1032.61FS 1032.61FS 1032.68FS 1032.60FS 1033.01FS 1032.94FS 1033.35FS 1033.28FS 1032.84FS 1032.77FS 1032.92FS 1032.84FS 1033.14FS 1033.07FS 1033.33FS 1033.25FS 1033.84FS 1033.77FS 1034.41FS 1034.33FS 1035.08FS 1035.00FS 1035.61FS 1035.54FS 1035.70FS 1035.63FS 1032.50GR 1030.70GR 1031.75GR 1031.50GR 1031.55GR 1031.50GR 1031.00TC 1032.60G 1032.10TC 1032.66G 1032.16TC 1032.71G 1032.21TC 1032.05G 1031.55TC 1032.05G 1031.55TC 1032.33G 1031.83EG 1030.88EG 1031.00EG 1031.00TC 1033.19G 1032.69FS 1032.79FS 1032.71FS 1032.41FS 1032.34FS 1032.35FS 1032.28FS 1032.73FS 1032.65FS 1032.50GR 1032.35EG 1031.00EG 1031.00EG 1034.75EG 1038.84EG 1034.06EG 1033.00EG 1031.00EG 1036.02100 YR WSE:1,031.68'OVERFLOW AREA100 YR WSE:1,031.65'OVERFLOW AREA100 YR WSE:1,031.86'OVERFLOW AREA100 YR WSE:1,030.90'OVERFLOW AREA100 YR WSE:1,031.66'OVERFLOW AREADRAINAGE AREAULTIMATE PONDINGELEVATION: 1031.97'DRAINAGE AREAULTIMATE PONDINGELEVATION: 1032.14'DRAINAGE AREAULTIMATE PONDINGELEVATION: 1032.26'DRAINAGE AREAULTIMATE PONDINGELEVATION: 1031.96'DRAINAGE AREAULTIMATE PONDINGELEVATION: 1032.22'DRAINAGE AREAULTIMATE PONDINGELEVATION: 1031.27'EG 1036.0018DEG 1036.081.5%1.5%1.5%1.5%1.5%1.2%1.5%FS 1031.27FS 1032.27SITEHICKMAN ROADNE VENTURE DRIVE(PRIVATE)G12''W12''W12''W12''W6''WFDC10311.3%2.3%1.8%2.5%6.2%6.2%1.5%
1.5%5.2%6.2%1.5%1.5%TC 1032.03G 1031.53FS 1031.56FS 1031.49FS 1031.14FS 1031.21FS 1031.13FS 1031.08FS 1031.19FS 1031.24FS 1031.27FS 1031.57FS 1031.641.5%GGGG12''W12''W12''W12''WFL = 1025.9215" STORM10311032103110311
0
3
2
10324.1%3.
8
%3.7%2.0%1.5%
1.5%1.2%1.2%4.9%6.2%1.2%1.9%
1.9%1.3%1.4%1.0%TC 1032.68G 1032.18TC 1032.54G 1032.04FS 1032.27FS 1032.23FS 1031.27FS 1031.21FS 1031.57FS 1031.51FS 1031.45FS 1031.39FS 1031.31FS 1031.37FS 1032.61FS 1032.61FS 1032.68FS 1032.60EG 1031.001.5%1.2%0.0%0.8%6.2%
5.0%1.2%5.0%
5.0%FS 1031.27FS 1032.271035103610341035
1034
3.5%1.5%1.5%1.0%
1.0%TC 1032.59G 1032.09TC 1032.63G 1032.13FS 1032.25FS 1032.31TC 1032.90G 1032.40FS 1033.28FS 1032.84FS 1032.77FS 1032.92FS 1032.79FS 1032.71FS 1032.41FS 1032.34FS 1032.35FS 1032.28FS 1032.73FS 1032.651.5%1.5%6.2%
6.2%
6.2%
6.2%020'30'40'SCALE IN FEETKnow what'sbelow.Callbefore you dig.NOTE:SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONSAND DIMENSIONS OF PORCHES, RAMPS, VESTIBULE,SLOPED PAVING, TRUCK DOCKS, BUILDING UTILITYENTRANCE LOCATIONS AND PRECISE BUILDINGDIMENSIONS.Vicinity MapNot to ScalePROPOSEDPROPERTY LINE/RIGHT OF WAY LINEFLOW LINECONTOUR ELEVATIONSXX.XXxSPOT ELEVATIONS: TC = TOP OF CURB G = GUTTERGENERAL GRADING NOTESA.PRIOR TO INSTALLATION OF STORM OR SANITARY SEWER, THE CONTRACTOR SHALL EXCAVATE, VERIFY, ANDCALCULATE ALL CROSSINGS AND INFORM THE OWNER AND THE ENGINEER OF ANY CONFLICTS PRIOR TOCONSTRUCTION. THE ENGINEER WILL BE HELD HARMLESS IN THE EVENT THE ENGINEER IS NOT NOTIFIED OF DESIGNCONFLICTS.B.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND 4" OF TOPSOIL APPLIED. IFADEQUATE TOPSOIL IS NOT AVAILABLE ON SITE, THE CONTRACTOR SHALL PROVIDE TOPSOIL, APPROVED BY THEOWNER, AS NEEDED. THE AREA SHALL THEN BE SEEDED, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTILHARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS (SEE LANDSCAPE PLAN FOR SEED MIX AND PROPER APPLICATIONRATE). ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE CORRECTEDBY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.C.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES ASSHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TOREQUEST EXACT FIELD LOCATION OF UTILITIES.D.COORDINATE STORM SEWER CONNECTION WITH CONSTRUCTION OF PRAIRIE CROSSING PLAT 7 STORM SEWER OR TOREMOVE EXISTING STORM SEWER AND INTAKE.E.ALL PRIVATE AND PUBLIC SANITARY SEWER AND STORM SEWER PIPES SHALL BE CLEANED OUT AND TELEVISED PRIORTO PAVING. ALL SANITARY MANHOLES SHALL BE VACUUM TESTED. A HARD COPY OF REPORT AND VIDEO SHALL BEPROVIDED TO THE CITY OF WAUKEE ENGINEERING DEPARTMENT.GRADING DETAILS23AGRATE INLET23ECOMBINATION INLET27ESTORM DRAIN CLEAN OUT.73ADOWNSPOUT CONNECTION73B24" SOLID LID DRAIN BASIN (NYLOPLAST)GRADING NOTES18DMATCH EXISTING PAVEMENT ELEVATIONS.21ATAPER CURB TO MATCH EXISTING CURB.73AADA AREA - SLOPES IN PARKING AREA SHALL NOT EXCEED 2% IN ANY DIRECTION. SLOPESIN STRIPPED PATH SHALL NOT EXCEED 2% CROSS SLOPE, AND EXCEED 5% RUNNING SLOPE FS = FINISHED SURFACE FG = FINISHED GRADEGRADE BREAKXXXSITE BENCHMARKWAITING FOR FINAL SURVEY FOR BENCHMARK LOCATIONX"GOHEOHE&TOHTOHTVX"SSUGEUGE&TUGTUGTVX"W.5-10-11 50.5LEGENDEXISTINGenohstugwEAST OR ELECTRICNORTHOVERHEADSOUTH OR SEWERTELEPHONEUNDERGROUNDWEST OR WATERPROPERTY LINERIGHT OF WAY LINESTORM DRAINGASOVERHEAD ELECTRICOVERHEAD ELECTRIC AND TELEPHONEOVERHEAD TELEPHONEOVERHEAD TVSANITARY SEWERUNDERGROUND ELECTRICUNDERGROUND ELECTRIC AND TELEPHONEUNDERGROUND TELEPHONEUNDERGROUND TVWATERTREE INFO.5 = DIAMETER OF TRUNK IN FEET10 = HEIGHT OF TREE IN FEET11 = CANOPY DIAMETER IN FEET50.5 = ELEVATION AT BASE OF TREEINITIAL DATEDPORPMDESDRW Engineering Associates, Inc.CEI PROJECT NO.C3REV 304/15/19GRADING PLANFAX (479)273-0844(479)273-9472Bentonville, AR 727123108 S.W. REGENCY PARKWAY, SUITE 2IVJIVJRKNADS04/15/19310128-BAY-FCAC-I-RIGHTWAUKEE, IOWA575 E. HICKMAN ROADFIRESTONE COMPLETE AUTO CAREPRELIMINARY NOT FOR CONSTRUCTIONCOORDINATE STORM SEWERCONNECTION WITH CONSTRUCTIONOF PRAIRIE CROSSING PLAT 7 STORMSEWER OR TO REMOVE EXISTINGSTORM SEWER AND INTAKEDETAIL CDETAIL A* DETAIL BDETAIL B*DETAIL C**DETAIL SCALE1" = 10'DETAIL A1REVISION #1 - 03/18/192REVISION #2 - 04/01/193REVISION #3 - 04/15/1904/15/2019
GGGGGGGGGGGFL = 1025.92FL = 1026.50FL = 1026.86FL = 1026.33FL = 1024.95FL = 1025.74FL = 1026.63FL = 1026.49FL = 1027.17FL = 1027.42FL = 1019.75FL = 1017.9018" STORM21" STORM15" STORM24" STORM18" STORM15" STORM15" STORM15" STORM15" STORM15" STORM30" STORMPRE DEVELOPMENT1.14 ACRESC: 0.39103510311032103310341036103710381031103110311031103110311032103310341035103110311031103110321033103410361037 103110381036103710351034103310311031103110321034SSSS8''SS8''SS8''SS8''SS8''SS18''SS18''SS18''SS18''SS18''SS18''SS18''SS18''SS18''SS18''SS12''W12''W12''W12''W12''W12''W12''W12''W12''WFL = 1025.92FL = 1026.50FL = 1026.86FL = 1026.33FL = 1024.95FL = 1025.74FL = 1026.63FL = 1026.49FL = 1027.17FL = 1027.42FL = 1019.75FL = 1017.9018" STORM21" STORM15" STORM24" STORM18" STORM15" STORM15" STORM15" STORM15" STORM15" STORM30" STORM24''W24''W24''W24''W24''W24''W24''W24''W24''W24''W24''W5,798 SFF.F.E = 1032.50M LOADING ZONELOADING ZONEUGEFDCD6''WPOST DEVELOPMENT1.14 ACRESC: 0.78103510311032103310341036103710381031103110311031103110311032103310341035103110311031103110321033103410361037 10311038103610371035103410331031103110311032103410351035 10311031103210321032 10321032103210321032103210321032103210321033103310331034103410341036103610351036103710351034 1031DRAINAGE AREATO CB-40.1 AC, C: 0.7DRAINAGE AREATO CB-30.21 AC, C: 0.76DRAINAGE AREATO CB-50.14 AC, C: 0.81DRAINAGE AREATO CB-20.09 AC, C: 0.88DRAINAGE AREATO CB-60.2 AC, C: 0.88LINE 3LINE 4LINE 5LINE 7LINE 8LINE 6AREA NOT DRAININGINTO SITE STORM SYSTEM0.16 ACDRAINAGE AREATO CB-10.1 AC, C: 0.95100 YR WSE:1,031.68'OVERFLOW AREA100 YR WSE:1,031.65'OVERFLOW AREA100 YR WSE:1,031.86'OVERFLOW AREA100 YR WSE:1,030.90'OVERFLOW AREA100 YR WSE:1,031.66'OVERFLOW AREADRAINAGE AREAULTIMATE PONDINGELEVATION: 1031.97'DRAINAGE AREAULTIMATE PONDINGELEVATION: 1032.14'DRAINAGE AREAULTIMATE PONDINGELEVATION: 1032.26'DRAINAGE AREAULTIMATE PONDINGELEVATION: 1031.96'DRAINAGE AREAULTIMATE PONDINGELEVATION: 1032.22'DRAINAGE AREAULTIMATE PONDINGELEVATION: 1031.27'SITEHICKMAN ROADNE VENTURE DRIVE(PRIVATE)PRE-DEVELOPMENT DRAINAGE MAPPOST-DEVELOPMENT DRAINAGE MAPX"GOHEOHE&TOHTOHTVX"SSUGEUGE&TUGTUGTVX"W.5-10-11 50.5LEGENDEXISTINGenohstugwEAST OR ELECTRICNORTHOVERHEADSOUTH OR SEWERTELEPHONEUNDERGROUNDWEST OR WATERPROPERTY LINERIGHT OF WAY LINESTORM DRAINGASOVERHEAD ELECTRICOVERHEAD ELECTRIC AND TELEPHONEOVERHEAD TELEPHONEOVERHEAD TVSANITARY SEWERUNDERGROUND ELECTRICUNDERGROUND ELECTRIC AND TELEPHONEUNDERGROUND TELEPHONEUNDERGROUND TVWATERTREE INFO.5 = DIAMETER OF TRUNK IN FEET10 = HEIGHT OF TREE IN FEET11 = CANOPY DIAMETER IN FEET50.5 = ELEVATION AT BASE OF TREEPER DRAINAGE REPORT BY CIVIL ENGINEERING CONSULTANTS, INC. DATED JUNE 18,2018 AND REVISED AUGUST 30, 2018 (PROJECT #E7964), "THERE WILL BE NOSTORMWATER TREATMENT ON SITE. STORMWATER DETENTION IS PROVIDED BY THETWO REGIONAL PRAIRIE CROSSING STORMWATER DETENTION BASINS. THE PRAIRIECROSSING STORMWATER DETENTION BASINS WERE SIZED TO DETAIN FOR THE ENTIRE34.37 ACRE PRAIRIE CROSSING PLAT 7 DEVELOPED AS A COMMERCIAL SITE" WITH ARUNOFF COEFFICIENT OF 0.80 PER THE STORM SEWER TABLE FROM THE REPORT.INITIAL DATEDPORPMDESDRW Engineering Associates, Inc.CEI PROJECT NO.C3.1REV 304/15/19DRAINAGE PLANFAX (479)273-0844(479)273-9472Bentonville, AR 727123108 S.W. REGENCY PARKWAY, SUITE 2IVJIVJRKNADS04/15/19310128-BAY-FCAC-I-RIGHTWAUKEE, IOWA575 E. HICKMAN ROADFIRESTONE COMPLETE AUTO CAREKnow what'sbelow.Callbefore you dig.SITE BENCHMARKWAITING FOR FINAL SURVEY FOR BENCHMARK LOCATIONSCALE IN FEET80'60'040'NOTE:SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONSAND DIMENSIONS OF PORCHES, RAMPS, VESTIBULE,SLOPED PAVING, TRUCK DOCKS, BUILDING UTILITYENTRANCE LOCATIONS AND PRECISE BUILDINGDIMENSIONS.PRELIMINARY NOT FOR CONSTRUCTION1REVISION #1 - 03/18/192REVISION #2 - 04/01/193REVISION #3 - 04/15/19 = OVERLAND RELIEF FLOWPATH100-YR OVERFLOW DEPTHS100-YR OVERFLOW DEPTH CALCULATIONS04/15/2019
GASGASGASGASGASGASGASGASGASGASGAS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SSOHEOHEOHEOHEOHEOHEOHEOHEOHEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT18''SS18''SS18''SS18''SS18''SS18''SS18''SS18''SS18''SS18''SS18''SSOHEOHE12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W6''W6''W50' BUILDING SETBACK50' BUILDING SETBACKFL = 1025.92FL = 1026.50FL = 1026.86FL = 1026.33FL = 1024.95FL = 1025.74FL = 1026.63FL = 1026.49FL = 1027.17FL = 1027.42FL = 1019.756''SS18" STORM21" STORM15" STORM24" STORM18" STORM15" STORM15" STORM15" STORM15" STORM15" STORM30" STORM24''W24''W24''W24''W24''W24''W24''W24''W24''W24''W24''W5,798 SFF.F.E = 1032.50
M
D75C75C75C75C75C85C75A50'32'75BSFSF75E75E75EL55L138BL50775C75C103510311032103310341036103710381031103110311031103110311032103310341035103110311031103110321033103410361037 10311038103610371035103410331031103110311
0
3
2103410351035 1031103110321032
103
2 10321032103210321032
1032103210321032103210331033
103310341034103410361036103510361037 10351034
LIMITS OFDISTURBANCE44,393 SF1.02 AC±TOPSOIL STOCKPILE10314.1%3.8%3.8%2.6%3.2%3.7%2.0%2.0%1.4%3.5%3.3%1.9%2.0%3.0%2.0%1.3%2.0%2
.
1%3.1%2.0%2.0%1.7%3.0%3.0%3.7%2.3%3.2%2.9%2
.
6%
1.
3
%2.1%2.6%4.4%2.8%2.0%1.8%2.0%2.0%2.7%3.4%1.0%1.6%1.0%1.8%1.0%1.0%1.1%1.2%1.0%1.5%1.0%
2.9%3.0%3.3%2.
8
%33.3%33.4%33.3%33.3%33.3%33.4%33.3%33.4%33.3%2.5%3.7%2.0%2.3%2.3%2.0%2.0%3.3%1.8%2.0%3.3%2.0%0.0%2.0%0.0%6.3%10.0%0.8%1.7%2.7%1.3%1.4%2.5%1.0%2.0%2.0%1.0%1.0%8.3%8.3%1.0%
1.0%7.4%7.4%2.0%1.5%LINE 3LINE 4LINE 5LINE 7LINE 8LINE 6SITEHICKMAN ROADNE VENTURE DRIVE(PRIVATE)020'30'40'SCALE IN FEETKnow what'sbelow.Callbefore you dig.NOTE:SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONSAND DIMENSIONS OF PORCHES, RAMPS, VESTIBULE,SLOPED PAVING, TRUCK DOCKS, BUILDING UTILITYENTRANCE LOCATIONS AND PRECISE BUILDINGDIMENSIONS.Vicinity MapNot to ScalePROPOSEDPROPERTY LINE/RIGHT OF WAY LINELIMITS OF DISTURBANCE (1.02 ACRES)GRADE BREAKCONTOUR ELEVATIONSGENERAL EROSION NOTESGENERAL EROSION NOTES CONT'DA.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATERPOLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTIONPREVENTION PLAN AND THE STATE OF IOWA NATIONAL POLLUTANT DISCHARGEELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIARWITH THEIR CONTENTS.B.THE TEMPORARY PARKING AND STORAGE AREA SHALL ALSO BE USED AS THEEQUIPMENT MAINTENANCE AREA, EQUIPMENT CLEANING AREA, EMPLOYEE BREAKAREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS ANDTOILET FACILITIES. THE EXACT LOCATIONS SHALL BE COORDINATED WITH THEOWNER'S CONSTRUCTION MANAGER.C.ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING,ETC.) SHALL BE DISPOSED OF IN A MANNER THAT PREVENTS CONTACT BETWEENTHESE MATERIALS AND STORM WATER THAT IS DISCHARGED FROM THE SITE.D.MAINTAIN ON THE SITE OR HAVE READILY AVAILABLE SUFFICIENT OIL AND GREASEABSORBING MATERIALS AND FLOTATION BOOMS TO CONTAIN AND CLEAN UP FUELOR CHEMICAL SPILLS AND LEAKS.E.DUST ON THE SITE SHALL BE CONTROLLED BY SPRAYING WATER ON DRY AREAS OFTHE SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXICLIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.F.NO RUBBISH, TRASH, GARBAGE OR OTHER SUCH MATERIALS SHALL BE DISCHARGEDINTO DRAINAGE DITCHES OR WATERS OF THE STATE.G.ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN,AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE INITIATED ASSOON AS PRACTICABLE.H.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY WILL STOPFOR AT LEAST 14 DAYS, SHALL BE TEMPORARILY SEEDED IMMEDIATELY.I.DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HASPERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BESEEDED NO LATER THAN 14 DAYS AFTER THE LAST CONSTRUCTION ACTIVITYOCCURRING IN THESE AREAS. REFER TO THE LANDSCAPING PLAN.J.IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTIONENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THENTHE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IFWASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATERAND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. THE EXACTLOCATIONS SHALL BE COORDINATED WITH THE OWNERS CONSTRUCTION MANAGER.K.ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED FROM VEHICLES ONTOROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY.L.CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVINGSEDIMENT IN THE DETENTION POND AFTER THE STABILIZATION OF THE SITE ANDALSO ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGESYSTEMS.M.IF SOIL STOCKPILING IS EMPLOYED ON THE SITE, SILT FENCES SHALL BE USED TOHELP CONTAIN THE SEDIMENT.N.SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASETO REDUCE RUNOFF VELOCITIES AND EROSION.O.ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSEDOF WITHIN 30 DAYS AFTER FINAL STABILIZATION. FINAL STABILIZATION HASOCCURRED WHEN ALL SOIL DISTURBING ACTIVITIES ARE COMPLETED AND AUNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70% OF THE COVERFOR UNPAVED AREAS AND AREAS NOT COVERED BY PERMANENT STRUCTURES HASBEEN EMPLOYED.P.DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THECONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROLMEASURES (SILT FENCES, SWP-CI (BIG RED), ETC.) TO HELP PREVENT EROSION ANDSTORM WATER POLLUTION.Q.ALL OFF-SITE CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACHWORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR STORM DRAINS &UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FORROAD CONSTRUCTION.1.ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND ISMAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED.2.SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED.SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRDTO ONE-HALF THE HEIGHT OF THE SILT FENCE.3.THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILLPREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAYREQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES ASCONDITIONS DEMAND.4.THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION(SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSINGOF THE TEMPORARY PARKING AS CONDITIONS DEMAND.5.PROTECT THE STORM SEWERS AND DRAINAGE WAYS FROM ALLOWING SLURRY FROMCONCRETE OPERATIONS TO DISCHARGE OFF-SITE.MAINTENANCEALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORMWATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONALCONDITION UNTIL FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATIONCONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY SEVENCALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A RAINFALL EVENT, AND SHOULD BECLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING:SEQUENCE OF CONSTRUCTION:1.INSTALL STABILIZED CONSTRUCTION ENTRANCES.2.PREPARE TEMPORARY PARKING AND STORAGE AREA.3.CONSTRUCT THE SILT FENCES AND BIG REDS ON THE SITE.4.CLEAR AND GRUB THE SITE.5.BEGIN GRADING THE SITE.6.START CONSTRUCTION OF BUILDING PAD AND STRUCTURES.7.TEMPORARILY SEED DENUDED AREAS.8.INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS.9.INSTALL INLET PROTECTION DEVICES.10.PREPARE SITE FOR PAVING.11.PAVE SITE.12.COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING.13.REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE ISSTABILIZED).XXXSILT FENCESFBIG REDEROSION DETAILSSITE BENCHMARKWAITING FOR FINAL SURVEY FOR BENCHMARK LOCATIONX"GOHEOHE&TOHTOHTVX"SSUGEUGE&TUGTUGTVX"W.5-10-11 50.5LEGENDEXISTINGenohstugwEAST OR ELECTRICNORTHOVERHEADSOUTH OR SEWERTELEPHONEUNDERGROUNDWEST OR WATERPROPERTY LINERIGHT OF WAY LINESTORM DRAINGASOVERHEAD ELECTRICOVERHEAD ELECTRIC AND TELEPHONEOVERHEAD TELEPHONEOVERHEAD TVSANITARY SEWERUNDERGROUND ELECTRICUNDERGROUND ELECTRIC AND TELEPHONEUNDERGROUND TELEPHONEUNDERGROUND TVWATERTREE INFO.5 = DIAMETER OF TRUNK IN FEET10 = HEIGHT OF TREE IN FEET11 = CANOPY DIAMETER IN FEET50.5 = ELEVATION AT BASE OF TREE75ASTONE CONSTRUCTION ENTRANCE75BSILT FENCE75CSTORM DRAIN INLET PROTECTION75ESWP-CI BIG RED85CTEMPORARY CONCRETE WASH OUT.L55SOIL TYPESNICOLLET LOAM, 1-3% SLOPESL138BAPPROXIMATE LIMITS OF SOIL TYPECLARION LOAM, BEMIS MORAINE, 2-6% SLOPESL507CANISTEO CLAY LOAM, BEMIS MORAINE, 0-2% SLOPESINLET PROTECTIONINITIAL DATEDPORPMDESDRW Engineering Associates, Inc.CEI PROJECT NO.C4REV 304/15/19EROSION CONTROL PLANFAX (479)273-0844(479)273-9472Bentonville, AR 727123108 S.W. REGENCY PARKWAY, SUITE 2IVJIVJRKNADS04/15/19310128-BAY-FCAC-I-RIGHTWAUKEE, IOWA575 E. HICKMAN ROADFIRESTONE COMPLETE AUTO CAREPRELIMINARY NOT FOR CONSTRUCTION1REVISION #1 - 03/18/192REVISION #2 - 04/01/193REVISION #3 - 04/15/1904/15/2019
GASGASGASGASGASGASGASGASGASGASGASGASGASGAS
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
OHE OHE OHE OHE OHE OHE OHE OHE OHE
UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE
UGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGT
18''SS18''SS18''SS18''SS18''SS18''SS18''SS18''SS18''SS18''SS18''SS18''SS18''SS
OHE OHE OHE OHE 12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W6''W6''W6''W50' BUILDING SETBACK
50' BUILDING SETBACKFL = 1025.92FL = 1026.50
FL = 1026.86
FL = 1026.33 FL = 1024.95
FL = 1025.74
FL = 1026.63
FL = 1026.49
FL = 1027.17
FL = 1027.42
FL = 1019.75
6''SS18" STORM21" STORM
15" STORM
24" STORM
18" STORM
15" STORM
15" STORM 15" STORM
15" STORM
15" STORM
30" STORM
24''W24''W24''W24''W24''W24''W24''W24''W24''W24''W24''W24''W24''W24''W 5,798 SFF.F.E = 1032.50M4''SS6''SSE
6''W 6''W6''W6''W6''W6''WGASGASGASGASGASUGE UGE
FDC
D6''W6''W15' EXISTING
UTILITY EASEMENT
EXISTING
FIRE HYDRANT
22K
22L
6"22H
6"X6"X1-1/2"22D
6"22H
6"22H
27B
22X
22Y
24D
24A31A
76A
76A
IN= 1024.42
5' OUTSIDE
BUILDING
23E
50 LF 6" PVC @ 4.00%
21 LF 4" PVC @ 4.00%
13 LF 4" PVC @ 4.00%5 LF 4" PVC @ 8.60%
4 LF 4" PVC @ 4.00%
4 LF 4" PVC @ 4.00%
9 LF 4" PVC @ 4.00%
IN=
1023.90
IN=
1021.06
40C
IN=
1024.0640C
IN=
1023.0640C
IN=
1023.4940C
FL IN= 1023.90
FL OUT=1023.6576A
26A31A
22Y
29A
UTILITY LINE LOCATIONS PER CIVIL
ENGINEERING CONSULTANTS, INC., PROJECT
#E7964, ENTITLED "PRAIRIE CROSSING PLAT 7".
FIRE HYDRANT COVERAGE
150' R
EXISTING
FIRE HYDRANT
FIRE HYDRANT COVERAGE
150' R
CB-6
GR 1030.70
INV OUT : 1026.35
23E
CB-2
GR 1031.75
INV IN: 1026.84
INV OUT : 1026.74
CB-3
GR 1031.50
INV IN: 1027.51
INV OUT : 1027.41
23A CB-4
GR 1031.55
INV IN: 1028.18
INV OUT : 1028.08
23E
CB-5
GR 1031.50
INV OUT : 1028.52
23E
23A
10' GAS MAIN
EASEMENT
BK 2019, PG 153
15' PUBLIC WATER
MAIN EASEMENT
BK 2019, PG 150
40' PUBLIC
SANITARY
SEWER EASEMENT
BK 2019 PG 149
APPROXIMATE
LOCATION OF
16.5' WIDE
TELECOMMUNICATIONS
EASEMENT
BOOK 2006, PAGE 19329
EXISTING 6.6'
SANITARY SEWER
EASEMENT BOOK
2000, PAGE 2135
10' PUBLIC
UTILITY EASEMENT
BK 2019, PG 152
76B31A
27C
27A31A76B23A
REMOTE
FDC
22X IRRIGATION
FIRE RISER
ROOM
22B1"
6"
1"
22B
22B
29A
29A
29A
29A
29A
SS STUB-OUT TO BE
PROVIDED BY OVERALL
DEVELOPER
GAS MAIN TO BE INSTALLED BY
MIDAMERICAN ENERGY.
COORDINATE GAS CONNECTION
WITH NICOLE DUNKEL (515)
252-6472.
29A
22A31A
6" FDC LINE
STORM
TOP OF PIPE: 1029.77
BOTTOM OF PIPE: 1028.77
WATER
TOP OF PIPE: 1027.15
BOTTOM OF PIPE: 1026.55
CB-1
GR 1031.00
INV IN (E): 1026.02
INV IN (W): 1026.19
INV IN (SE): 1026.12
INV OUT (N): 1025.92
23E
10' GAS MAIN EASEMENT
SITE
HICKMAN ROAD
NE VENTURE DRIVE
(PRIVATE)
0 20'30'40'
SCALE IN FEET
Know what'sbelow.Callbefore you dig.
NOTE:
SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS
AND DIMENSIONS OF PORCHES, RAMPS, VESTIBULE,
SLOPED PAVING, TRUCK DOCKS, BUILDING UTILITY
ENTRANCE LOCATIONS AND PRECISE BUILDING
DIMENSIONS.
Vicinity Map
Not to Scale
SITE BENCHMARK
WAITING FOR FINAL SURVEY FOR BENCHMARK LOCATION
X"G
OHE
OHE&T
OHT
OHTV
X"SS
UGE
UGE&T
UGT
UGTV
X"W
.5-10-11 50.5
LEGEND
EXISTING
e
n
oh
s
t
ug
w
EAST OR ELECTRIC
NORTH
OVERHEAD
SOUTH OR SEWER
TELEPHONE
UNDERGROUND
WEST OR WATER
PROPERTY LINE
RIGHT OF WAY LINE
STORM DRAIN
GAS
OVERHEAD ELECTRIC
OVERHEAD ELECTRIC AND TELEPHONE
OVERHEAD TELEPHONE
OVERHEAD TV
SANITARY SEWER
UNDERGROUND ELECTRIC
UNDERGROUND ELECTRIC AND TELEPHONE
UNDERGROUND TELEPHONE
UNDERGROUND TV
WATER
TREE INFO
.5 = DIAMETER OF TRUNK IN FEET
10 = HEIGHT OF TREE IN FEET
11 = CANOPY DIAMETER IN FEET
50.5 = ELEVATION AT BASE OF TREE
ELECTRIC SERVICE:
CONTRACTOR SHALL PROVIDE AND INSTALL PRIMARY AND SECONDARY CONDUIT AND SECONDARY CONDUCTORS.
GALVANIZED STEEL PIPE IS REQUIRED FROM 10 FEET ABOVE GRADE AT THE POWER POLE TO THE END OF A 90
DEGREE SWEEP WITH 36 INCH RADIUS BELOW GRADE. GALVANIZED STEEL IS ALSO REQUIRED FOR THE DROP AT THE
TRANSFORMER AND THE FIRST 10 FEET OF PIPE ON EITHER SIDE OF THE TRANSFORMER. GALVANIZED PIPE IS
REQUIRED TO HAVE CORROSION TAPE AND TAR. REMAINING PIPE SHALL BE PVC. ALL WORK SHALL BE DONE PER
ELECTRIC COMPANY REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCHING AND BACKFILLING.
CONTRACTOR SHALL PROVIDE THE TRANSFORMER PAD.
UTILITY COMPANY SHALL PROVIDE AND INSTALL PRIMARY CONDUCTORS AND THE TRANSFORMER.
SANITARY SEWER SERVICE:
CONTRACTOR SHALL MAKE TAP, INSTALL SERVICE LINES, AND ALL EQUIPMENT.
WATER SERVICE:
CONTRACTOR SHALL MAKE TAPS, PROVIDE AND INSTALL DOMESTIC, FIRE, AND IRRIGATION WATER SERVICE LINES,
BACKFLOW PREVENTERS, VALVES, AND EQUIPMENT. CONTRACTOR SHALL PROVIDE AND INSTALL METERS.
GENERAL UTILITY NOTES
A. ALL WATER LINES SHALL BE SCH. 40 PVC WITH 42" MIN. COVER.
ALL FIRE WATER LINES SHALL BE DUCTILE IRON WITH 42" MIN. COVER.
B. ALL SANITARY SEWER LINES SHALL BE SDR-35 WITH 30" MIN. COVER.
C. CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING UTILITY SERVICES WITH ADJACENT PROPERTY
OWNERS.
D. ALL ELECTRIC SERVICE LINES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL
UTILITY DISCONNECTIONS SHALL BE COORDINATED WITH THE DESIGNATED UTILITY COMPANIES.
E. CONSTRUCTION SHALL NOT START ON ANY PUBLIC UTILITY SYSTEM UNTIL WRITTEN APPROVAL HAS BEEN RECEIVED
BY THE ENGINEER FROM THE APPROPRIATE GOVERNING AUTHORITY AND CONTRACTOR HAS BEEN NOTIFIED BY THE
ENGINEER.
F. PRIOR TO THE CONSTRUCTION OF OR CONNECTION TO ANY STORM DRAIN, SANITARY SEWER, WATER MAIN OR ANY
OF THE DRY UTILITIES, THE CONTRACTOR SHALL EXCAVATE, VERIFY AND CALCULATE ALL POINTS OF CONNECTION
AND ALL UTILITY CROSSINGS AND INFORM CEI ENGINEERING AND THE OWNER/DEVELOPER OF ANY CONFLICT OR
REQUIRED DEVIATIONS FROM THE PLAN. NOTIFICATION SHALL BE MADE A MINIMUM OF 48 HOURS PRIOR TO
CONSTRUCTION. CEI ENGINEERING AND ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAT THE
CONTRACTOR FAILS TO MAKE SUCH NOTIFICATION.
G. UNLESS OTHERWISE SHOWN, CALLED OUT OR SPECIFIED HEREON OR WITHIN SPECIFICATIONS: ALL WATER LINE
FITTINGS SHALL BE INSTALLED WITH THRUST BLOCKING PER DETAIL 31A. ALL WATER LINE PIPE BEDDING SHALL BE
INSTALLED PER DETAIL 76A. ALL SANITARY SEWER PIPE BEDDING SHALL BE INSTALLED PER DETAIL 76A.
H.DOMESTIC BACKFLOW PREVENTION ASSEMBLIES ARE REQUIRED TO BE NSF 61/ NSF 372 LEAD CONTENT
COMPLIMENT.
I.REDUCED PRESSURE ZONE BACKFLOW PREVENTION ASSEMBLIES REQUIRED THE INSTALLATION OF MANUFACTURER
APPROVED AIR GAP / CATCH ASSEMBLY.
J.ALL FIRE HYDRANTS SHALL HAVE 4" STORZ FITTINGS.
K.A STUB OUT FOR SS CONNECTION TO BE PROVIDED BY OVERALL DEVELOPER .
L.ALL UTILITY TIE-INS TO EXISTING PUBLIC UTILITIES SHOULD BE COORDINATED WITH THE CITY OF WAUKEE
ENGINEERING DEPARTMENT.
M.ALL PRIVATE AND PUBLIC SANITARY SEWER AND STORM SEWER PIPES SHALL BE CLEANED OUT AND TELEVISED PRIOR
TO PAVING. ALL SANITARY MANHOLES SHALL BE VACUUM TESTED. A HARD COPY OF REPORT AND VIDEO SHALL BE
PROVIDED TO THE CITY OF WAUKEE ENGINEERING DEPARTMENT.
N.PUBLIC SANITARY SEWER WILL NEED PASS TESTING PRIOR TO CONNECTION.
O.PUBLIC WATER MAIN WILL NEED PASS TESTING PRIOR TO CONNECTION.
PROPOSED
X"SS
UGE
X"W
PROPERTY LINE/RIGHT OF WAY LINE
STORM DRAIN
SANITARY SEWER SERVICE
UNDERGROUND ELECTRIC SERVICE
WATER SERVICE
OHE OVERHEAD ELECTRIC SERVICE
UTILITY DETAILS
23E COMBINATION INLET
40C SANITARY SEWER CLEAN-OUT
76A STANDARD PVC PIPE BEDDING DETAIL - DETAIL #STD.DWG.NO.2
UTILITY NOTES
22A POINT OF CONNECTION - WATER SERVICE (PER LOCAL CODES).
22B M.J. TAPPING SLEEVE WITH M.J. TAPPING VALVE AND TRUST BLOCKING WITH ADJUSTABLE VALVE BOX (SEE SIZES THIS
SHEET).
22D M.J. TEE WITH THRUST BLOCKING (SEE SIZES THIS SHEET).
22H 45 DEGREE M.J. BEND WITH THRUST BLOCKING (SEE SIZES THIS SHEET).
22K SPRINKLER ENTRY PER ARCH. PLANS (SEE SIZES THIS SHEET).
22L METERED DOMESTIC WATER SERVICE ENTRY PER ARCH. PLANS (SEE SIZES THIS SHEET).
22X INTERIOR WATER METER (PER LOCAL CODES).
22Y INTERIOR BACK FLOW PREVENTER (PER ARCH. PLANS).
23A POINT OF CONNECTION - SANITARY SEWER SERVICE (PER LOCAL CODES).
23E SANITARY SEWER SERVICE ENTRY (PER ARCH. PLANS).
24A POINT OF CONNECTION FOR ELECTRICAL SERVICE (PER ELECTRIC COMPANY REQUIREMENTS).
24D PROPOSED ELECTRIC TRANSFORMER.
26A POINT OF CONNECTION FOR UNDERGROUND TELEPHONE (PER TELEPHONE COMPANY REQUIREMENTS).
27A POINT OF CONNECTION FOR GAS SERVICE (PER LOCAL GAS COMPANY REQUIREMENTS).
27B GAS SERVICE PER LOCAL GAS COMPANY
27C PROPOSED GAS METER.
29A MAINTAIN MIN. 18 INCHES VERTICAL SEPARATION.
31A LOCATION FOR THIS UTILITY AS SHOWN IS FOR DRAWING PURPOSES ONLY. CONTRACTOR SHALL VERIFY THE EXACT
LOCATION IN FIELD PRIOR TO THE CONSTRUCTION OF THE PROPOSED UTILITY LINE TO BE CONNECTED. CONTRACTOR
SHALL NOTIFY CEI ENGINEERING IF THE DESIGN AS SHOWN IS NOT ACHIEVABLE.
76A OIL/ WATER SEPARATOR WITH TRAFFIC RATED LID (PER ARCH. PLANS)
76B STUB-OUT TO BE PROVIDED BY OVERALL DEVELOPER.
INITIAL DATE DPOR PM DES DRW
Engineering Associates, Inc.
CEI PROJECT NO.
C5REV 3
4/12/19UTILITY PLAN
FAX (479)273-0844
(479)273-9472
Bentonville, AR 72712
3108 S.W. REGENCY PARKWAY, SUITE 2
IVJIVJRKNADS4/10/1931012
8-BAY-FCAC-I-RIGHT
WAUKEE, IOWA575 E. HICKMAN ROAD
FIRESTONE COMPLETE AUTO CARE
PRELIMINARY NOT FOR CONSTRUCTION
1 REVISION #1 - 03/18/19
2 REVISION #2 - 04/01/19
3 REVISION #3 - 04/15/19
04/15/2019
10' LANDSCAPE SETBACKM 4''SS6''SSE6''W6''W6''W6''W6''W6''WGASGASGASGASGASUGEUGE FDCD6''W6''W8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SSOHEOHEOHEOHEOHEOHEOHEOHEOHEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTOHEOHEOHE12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W12''W6''W6''W6''W50' BUILDING SETBACK50' BUILDING SETBACKFL = 1025.92FL = 1026.50FL = 1026.86FL = 1026.33FL = 1024.95FL = 1025.74FL = 1026.63FL = 1026.49FL = 1027.17FL = 1027.42FL = 1019.756''SS18" STORM21" STORM15" STORM24" STORM18" STORM15" STORM15" STORM15" STORM15" STORM15" STORM30" STORM50A50A50A50B50Q50QTYP.TYP.TYP.TYP.TYP.TYP.10' LANDSCAPE SETBACK5' LANDSCAPE SETBACK
5' LANDSCAPE SETBACK
6.6' EXISTINGUTILITY EASEMENT15' EXISTINGUTILITY EASEMENT16.5' EXISTINGUTILITY EASEMENT10' EXISTINGUTILITY EASEMENT40' EXISTINGUTILITY EASEMENT50BTYP.50QTYP.50BTYP.50ATYP.10' GAS MAIN EASEMENTSITEHICKMAN ROADNE VENTURE DRIVE(PRIVATE)020'30'40'SCALE IN FEETKnow what'sbelow.Callbefore you dig.SITE BENCHMARKWAITING FOR FINAL SURVEY FOR BENCHMARK LOCATIONNOTE:SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONSAND DIMENSIONS OF PORCHES, RAMPS, VESTIBULE,SLOPED PAVING, TRUCK DOCKS, BUILDING UTILITYENTRANCE LOCATIONS AND PRECISE BUILDINGDIMENSIONS.X"GOHEOHE&TOHTOHTVX"SSUGEUGE&TUGTUGTVX"W.5-10-11 50.5LEGENDEXISTINGenohstugwEAST OR ELECTRICNORTHOVERHEADSOUTH OR SEWERTELEPHONEUNDERGROUNDWEST OR WATERPROPERTY LINERIGHT OF WAY LINESTORM DRAINGASOVERHEAD ELECTRICOVERHEAD ELECTRIC AND TELEPHONEOVERHEAD TELEPHONEOVERHEAD TVSANITARY SEWERUNDERGROUND ELECTRICUNDERGROUND ELECTRIC AND TELEPHONEUNDERGROUND TELEPHONEUNDERGROUND TVWATERTREE INFO.5 = DIAMETER OF TRUNK IN FEET10 = HEIGHT OF TREE IN FEET11 = CANOPY DIAMETER IN FEET50.5 = ELEVATION AT BASE OF TREELANDSCAPE REQUIREMENTS: PER CITY OF WAUKEE ZONING ORDINANCEREQUIREDPROVIDEDMINIMUM OPEN SPACE:20% OF LOT (49,768 SF x .20 = 9957.2 SF)20.2% (10,072.27 SF)MINIMUM QUANTITY:MINIMUM 50% OF ALL REQUIRED TREES SHALL BE OVERSTORYSHADE TREES.MINIMUM 25% OF ALL REQUIRED TREES SHALL BE EVERGREEN.1 TREE PER 1,000 SF OF REQUIRED OPEN SPACE(9,957.2 SF x .001 = 10 TREES)1 SHRUB PER 1,000 SF OF REQUIRED OPEN SPACE(9,957.2 SF x .001 = 10 shrubs)10 TREES FOR MINIMUM QUANTITY, 8TREES TO MEET PARKING REQUIREMENT=18 TREES.10 OVERSTORY, 3 ORNAMENTAL, AND 5EVERGREEN TREES123 SHRUBS PROVIDEDPARKING ISLAND:ALL LANDSCAPED ISLANDS SHALL BE PLANTED WITH AT LEASTONE ORNAMENTAL OR ONE DECIDUOUS OVERSTORY TREE.MINIMUM 50% OF LANDSCAPED ISLANDS SHALL BE PROVIDEDWITH A DECIDUOUS OVERSTORY TREE.2 OVERSTORY TREES, AND 1 ORNAMENTALTREE PROVIDED (1 PER LANDSCAPEDISLAND)OFF STREET PARKING:SETBACK BETWEEN PARKING AREA AND PUBLIC R.O.W. SHALLBE LANDSCAPED WITH MINIMUM OF ONE OVERSTORYDECIDUOUS TREE PER 40 LINEAR FEET. THIS SHALL BE INCLUDEDIN THE MINIMUM NUMBER OF TREES REQUIRED FOR THE SITEAND IS NOT IN ADDITION TO.(380 LF OF FRONTAGE/ 40 LF PER TREE = 9.5 TREES) = 10 TREES18 TREES PROVIDED (THESE MEET THEMINIMUM QUANTITY REQUIREMENT, THEPARKING ISLAND TREE REQUIREMENT, ANDOFF STREET PARKING REQUIREMENT)LANDSCAPE DETAILS50ATREE PLANTING50BSHRUB PLANTING50QSTEEL EDGINGPROPOSEDPROPERTY LINE/RIGHT OF WAY LINESTORM DRAINTYPICAL PLANTING WITH QUANTITY AND KEY(SEE PLANT LIST)TREESQTYBOTANICAL NAME / COMMON NAMECONTCALSIZEDETAIL3Cercis canadensis `Hearts of Gold` / Forest Pansy RedbudB & B1"Cal6` MIN.50A10Gymnocladus dioica `Espresso` / Kentucky CoffeetreeB & B1.5"Cal8` MIN.50A5Pinus flexilis `Vanderwolf`s Pyramid` / Vanderwolf`s Pyramid PineB & B1"Cal6` MIN.SHRUBSQTYBOTANICAL NAME / COMMON NAMESIZEDETAILFIELD375Abelia mosanensis `Fragrant Abelia` / Fragrant Abelia3 gal26Miscanthus sinensis `Gracillimus` / Maiden Grass3 gal26Physocarpus opulifolius `SMPOTW` / Tiny Wine Ninebark3 gal50BGROUND COVERSQTYBOTANICAL NAME / COMMON NAMECONTFIELD2FIELD3SPACING7,175 sfPoa pratensis / Kentucky BluegrasssodPLANT SCHEDULEINITIAL DATEDPORPMDESDRW Engineering Associates, Inc.CEI PROJECT NO.PRELIMINARY NOT FOR CONSTRUCTIONC-7REV 304/15/19LANDSCAPE PLANFAX (479)273-0844(479)273-9472Bentonville, AR 727123108 S.W. REGENCY PARKWAY, SUITE 2IVJIVJRKNADS04/15/19310128-BAY-FCAC-I-RIGHTWAUKEE, IOWA575 E. HICKMAN ROADFIRESTONE COMPLETE AUTO CARE1REVISION #1 - 03/18/192REVISION #2 - 04/01/193REVISION #3 - 04/15/19
1.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING ALL PLANTED AREAS. ALL DELETERIOUSMATERIALS SUCH AS ROCK, TRASH, CONSTRUCTION DEBRIS, AGGREGATE BASE MATERIAL, ASPHALT, ETC. SHALL BEREMOVED PRIOR TO ANY FILL OPERATIONS. FILL ALL PLANTING AREAS WITH CLEAN EARTHEN FILL. SOIL SHALL BEFREE OF HEAVY, STIFF CLAY AND ANY DELETERIOUS MATERIAL OVER ONE INCH IN SIZE. THE TOP SIX INCHES OF FILLMATERIAL STRIPPED FROM SITE MAY BE UTILIZED FOR PLANTER OR TOPSOIL FILL IF PRIOR APPROVAL HAS BEENOBTAINED FROM THE OWNER'S REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT.2.FINISH GRADE OF LANDSCAPE AREAS (TOP OF TURF AND MULCH) MUST BE GRADED TO 1 1/2" BELOW ADJACENTPAVEMENT SURFACES.3.LOCATE SHRUBS A DISTANCE OF HALF OF THEIR AVERAGE MATURE SPREAD AWAY FROM WALKS, STRUCTURES,CONCRETE PADS, ETC. LOCATE GROUND COVER PLANTINGS A MINIMUM OF 2' FROM WALKS, STRUCTURES,CONCRETE PADS, ETC.4.ALL LAWN AREAS NOT OTHERWISE BORDERED BY WALKS, OR OTHER STRUCTURES, SHALL HAVE MANUFACTUREDEDGING AS REQUIRED.5.TREES PLANTED ADJACENT TO PUBLIC ROADS AND PEDESTRIAN SIDEWALKS SHALL BE PRUNED SUFFICIENTLY TOAVOID VISUAL BLOCKS TO INTERSECTING VEHICULAR ACCESS OR INTERFERENCE WITH PEDESTRIAN WALKWAYS.TREES WITH A 4" OR LARGER CALIPER SHALL BE PRUNED UP TO 6'-0" ABOVE PAVEMENTS.6.ALL TREES WITHIN 4' OF PAVED SURFACES (SUCH AS CURBS, WALLS, BUILDINGS AND SIDEWALKS) SHALL BE PROVIDEDWITH A DEEP ROOT BARRIER CONTROL DEVICE OR EQUAL. INSTALL PER MFR'S SPECIFICATIONS.7.TOPSOIL DEPTH SHALL BE AS FOLLOWS :PLANTER BEDS - 12" MINIMUMGRASS/SOD AREAS - 4" MINIMUM (AFTER COMPACTION)8.BACKFILL ALL TREES, SHRUBS, GROUNDCOVER WITH A MIXTURE OF 2 PARTS NATIVE SOIL AND 1 PART SOILCONDITIONING WITH WOOD MULCH.9.THE LANDSCAPE CONTRACTOR SHALL WATER TEST ALL PLANTING HOLE PRIOR TO PLANTING. IF HOLES DO NOT DRAINPROPERLY, EXCAVATE FURTHER UNTIL IMPERMEABLE LAYER IS BREACHED. EXCAVATED PLANT PITS SHALL HAVEPOSITIVE DRAINAGE. PLANT PITS (WHEN FULLY FLOODED WITH WATER) SHALL DRAIN WITHIN 1 HOUR OF FILLING.ENSURE THAT ALL PLANT PITS HAVE POSITIVE DRAINAGE.10.ALL PLANTING BEDS SHALL BE TREATED WITH A PRE-EMERGENT HERBICIDE. PRE-EMERGENT HERBICIDE SHALL BEAPPLIED PER MANUFACTURE'S RECOMMENDATIONS AND SHALL OCCUR AFTER TOPSOIL PLACEMENT AND PRIOR TOINSTALLATION OF PLANT MATERIALS AND MULCH.11.FERTILIZE ALL PLANTS AT THE TIME OF PLANTING WITH A TIME RELEASE FERTILIZER PER BRAND'S SPECIFIEDAPPLICATION RATES.12.ALL PLANTING BED SOILS SHALL BE AMENDED WITH 2" OF ORGANIC COMPOST13.ALL TREES AND SHRUBS SHALL BE PLANTED IN SUCH A MANNER AS TO ENSURE THEIR SURVIVAL.14.ANY ROPE OR WIRE BINDING THE BALL SHALL BE CUT PRIOR TO PREVENT GIRDLING OF THE TREE. REMOVE WIRE,TWINE, AND BURLAP FROM THE TOP HALF OF ALL B&B PLANT MATERIAL.15.IF A NON-BIODEGRADABLE MATERIAL IS USED AROUND THE BALL, IT SHALL BE COMPLETELY REMOVED PRIOR TOBACKFILLING.16.PRIOR TO INSTALLATION, THE ROOTS OF CONTAINER GROWN STOCK SHALL BE SEPARATED OR SPLIT TO ENSUREPROPER ROOT DEVELOPMENT.17.CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY ANDPLANTING TO MAINTAIN HEALTHY PLANT CONDITIONS.18.ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAMESPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. TREES & SHRUBS SHALL BE PLANTED ASSOON AS POSSIBLE AFTER DELIVERY.19.ALL TREES MUST BE STRAIGHT-TRUNKED, FULL-HEADED AND MEET ALL REQUIREMENTS SPECIFIED.20.ALL TREES MUST BE STAKED AS SHOWN IN THE DETAILS.21.NO SUBSTITUTIONS OR ALTERNATIVES WILL BE ALLOWED FOR GROUND SURFACE MATERIALS UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT OR OWNER.22.MAINTAIN 5' MIN. HORIZONTAL SEPARATION BETWEEN TREE PLANTINGS AND ALL UTILITIES UNLESS OTHERWISESPECIFIED.23.A FOUR INCH (4") TOP DRESSING/MULCHING OF SHREDDED HARDWOOD MULCH SHALL BE PLACED IN ALL PLANTBEDS AND AROUND ALL TREES. SINGLE TREES OR SHRUBS SHALL HAVE TOP DRESSING TO THE OUTSIDE EDGE OFTHE MANUFACTURED EDGING OR LANDSCAPE ISLAND. (SEE PLANTING DETAILS) TOP DRESSING CAN BE WOODMULCH, ROCK, OR ANY OTHER DECORATIVE MATERIAL SPECIFIED ON PLANS. SEE LANDSCAPE PLAN FOR TYPE.24.ANY PLANTING SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY THE WAUKEE DEVELOPMENT SERVICESDEPARTMENT.PLANTING NOTESGENERAL NOTES1.CONTRACTOR IS RESPONSIBLE FOR THE ENSURING THAT ALL PROPOSED LANDSCAPINGIS INSTALLED IN ACCORDANCE WITH PLANS, DETAILS, SPECIFICATIONS (IF APPLICABLE)AND ALL LOCAL CODES AND REQUIREMENTS.2.CONTRACTOR TO INSPECT SITE AND VERIFY CONDITIONS AND DIMENSIONING PRIORTO PROCEEDING WITH WORK DESCRIBED HERE IN. NOTIFY LANDSCAPE ARCHITECT OFANY DISCREPANCIES PRIOR TO BEGINNING ANY CONSTRUCTION.3.CONTRACTOR IS RESPONSIBLE FOR WORK IN ACCORDANCE WITH PLANS, DETAILS,SPECIFICATIONS AND APPLICABLE CODES AND REQUIREMENTS.4.QUANTITIES PROVIDED IN THE PLANT LIST ARE FOR GENERAL USE ONLY.CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF ALL PLANT AND LANDSCAPEMATERIAL QUANTITIES. SYMBOL COUNT ON PLAN TAKES PRECEDENCE OVER TABLEQUANTITIES.5.IMMEDIATELY AFTER AWARD OF CONTRACT, NOTIFY THE OWNER'S REPRESENTATIVEAND/OR THE LANDSCAPE ARCHITECT OF UNAVAILABILITY OF SPECIFIED PLANTMATERIAL FROM COMMERCIAL NURSERIES. THE OWNER'S REPRESENTATIVE AND/ORLANDSCAPE ARCHITECT WILL PROVIDE ALTERNATE PLANT MATERIAL SELECTIONS IFUNAVAILABILITY OCCURS. SUCH CHANGES SHALL NOT ALTER THE ORIGINAL BID PRICEUNLESS A CREDIT IS DUE TO THE OWNER.6.ALL PLANT MATERIALS TO CONFORM TO THE AMERICAN STANDARD FOR NURSERYSTOCK ANSI Z60.1.7.CONTAINER GROWN STOCK SHOULD HAVE GROWN IN A CONTAINER LONG ENOUGHFOR THE ROOT SYSTEM TO HAVE DEVELOPED SUFFICIENTLY TO HOLD ITS SOILTOGETHER.8.ANY PLANT SUBSTITUTIONS, RELOCATION, OR REQUIRED CHANGE SHALL REQUIRE THEWRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT OR OWNER.9.THE OWNER'S REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT RESERVE THE RIGHTTO REFUSE ANY MATERIAL THEY DEEM UNACCEPTABLE.10.COORDINATE WITH PROJECT REPRESENTATIVE FOR DISTURBED SITE TREATMENTSOUTSIDE LANDSCAPE IMPROVEMENTS. SEE CIVIL PLANS FOR SOIL STABILIZATION FOREROSION CONTROL.11.CONTRACTOR TO ENSURE THAT AN AUTOMATED IRRIGATION SYSTEM THAT PROVIDESCOMPLETE COVERAGE OF THE SITE IS INSTALLED PRIOR TO INSTALLING TREES/PALMS(SEE IRRIGATION PLAN SHEET IF PROVIDED). IF NO PLAN IS PROVIDED THECONTRACTOR SHALL SUBMIT A PROPOSED DESIGN TO THE LANDSCAPEARCHITECT/ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. THE PROPOSEDDESIGN MUST HAVE AN APPROVED BACKFLOW DEVICE AND RAIN SENSOR INSTALLEDTO STOP IRRIGATION DURING RAIN EVENTS. CONTRACTOR SHALL ENSURE THAT THEREIS POSITIVE DRAINAGE AND NO PONDING OF WATER AT ROOT AREA.12.ALL HARDSCAPE MATERIALS SHALL BE INSTALLED PER MANUFACTURER'SSPECIFICATIONS.13.ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTHAND FOUR INCHES OF TOPSOIL APPLIED. IF ADEQUATE TOPSOIL IS NOT AVAILABLE ONSITE, THE CONTRACTOR SHALL PROVIDE TOPSOIL, APPROVED BY THE OWNER, ASNEEDED. THE AREA SHALL THEN BE SEEDED/SODDED, FERTILIZED, MULCHED,WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALLAREAS. ANY RELOCATED TREES SHALL BE MAINTAINED UNTIL SUCH POINT AS TREE ISRE-ESTABLISHED. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINALACCEPTANCE OF THE PROJECT SHALL BE CORRECTED BY THE CONTRACTOR AT NOADDITIONAL COST TO THE OWNER.14.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATINGALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURINGTHE COURSE OF THE WORK. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWNON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BECONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR1) TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENT TO THE WORK AREA 2)TO PROTECT OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD 3) TO REPAIRANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICHOCCURS AS A RESULT OF THE CONSTRUCTION AT NO COST TO THE OWNER.15.WEED MAT IS REQUIRED IN LANDSCAPED ISLANDS AS SPECIFIED.16.ALL PLANT MATERIAL QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALLBE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACINGSHOWN.17.IF A SWPPP PLAN IS PROVIDED THIS PLAN IS TO BE IMPLEMENTED COOPERATIVELYWITH SWPPP PLAN, AS NEEDED, TO MAXIMIZE THE EFFECTIVENESS OF THE SWPPPPLAN FOR THIS SITE.18.THE CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENTSEEDING OR SODDING IN STAGES FOR SOIL STABILIZATION AS AREAS ARE COMPLETEDAFTER GRADING.19.ALL DISTURBED AREAS AS DESIGNATED ON THE GRADING PLAN SHALL BE SOWN WITHKENTUCKY BLUE GRASS SOD.20.SEEDING ON SLOPES: HYDROSEED WITH GRASS SEED AS INDICATED ON PLANS. SEELEGEND FOR SPECIFIC GRASS SEED TYPE. SEEDING SHALL BE ACCOMPLISHEDIMMEDIATELY AFTER BED PREPARATION. HYDROSEED MIXTURE SHALL CONTAINCELLULOSE MULCH APPLIED AT A RATE OF 2,000 LBS./ACRE, WITH A MAXIMUM OF 50LBS./100 GAL. OF WATER. IF SEEDING IS DELAYED AFTER MIXING 1/2 - 2 HOURS ADDAN ADDITIONAL 50% OF SEED MIX, IF DELAY IS LONGER THAN 2 HOURS, BEGIN WITHNEW MIXTURE. ALL SLOPES 2:1 OR GREATER SHALL BE COVERED WITH EROSIONCONTROL BLANKET AS SHOWN IN THE EROSION CONTROL BLANKET DETAIL. SEESPECIFICATIONS FOR SEED ESTABLISHMENT REQUIREMENTS.21.ALL PLANT MATERIAL IN TREE HOLDING AREAS SHALL BE MANUALLYWATERED/IRRIGATED TO KEEP MOIST UNTIL PLANTED.22.CONTRACTOR SHALL PROVIDE EXPANSION AND CONTROL JOINTS ON ALL LANDSCAPESPECIFIC CONCRETE PROJECTS (SEE HARDSCAPE PLAN FOR DETAILS).1.ADJUST FINE GRADE TO ACHIEVE POSITIVE DRAINAGE AWAY FROM BUILDINGS. PROVIDE UNIFORM ROUNDING ATTOP AND BOTTOM OF SLOPES AND OTHER BREAKS IN GRADE. CORRECT IRREGULARITIES AND AREAS WHERE WATERMAY STAND.2.ALL LAWN AREAS TO RECEIVE SOLID SOD SHALL BE LEFT IN A MAXIMUM OF 1 1/2" BELOW FINAL FINISH GRADE.CONTRACTOR TO COORDINATE OPERATIONS WITH ON-SITE CONSTRUCTION MANAGER.3.CONTRACTOR TO COORDINATE WITH ON-SITE CONSTRUCTION MANAGER FOR AVAILABILITY OF EXISTING TOPSOIL.4.IMPORTED TOPSOIL SHALL BE NATURAL, FRIABLE SOIL FROM THE REGION KNOWN AS BOTTOM LAND SOIL; FREEFROM LUMPS, CLAY TOXIC SUBSTANCES, ROOTS, DEBRIS, VEGETATION, STONES; CONTAINING NO SALT AND BE BLACKTO BROWN IN COLOR.5.ALL LAWN AREAS TO BE FINE GRADED, SETTLED, AND FINISH GRADE APPROVED BY THE OWNER'S REPRESENTATIVEOR LANDSCAPE ARCHITECT PRIOR TO SOD INSTALLATION.6.ALL ROCKS 3/4" DIAMETER AND LARGER, DIRT CLODS, STICKS, CONCRETE SPOILS, CONSTRUCTION WASTE, ETC. SHALLBE REMOVED PRIOR TO PLACING TOPSOIL AND ANY LAWN INSTALLATION.7.PLANT SOD BY HAND TO COVER INDICATED AREA COMPLETELY. INSURE EDGES OF SOD ARE TOUCHING. TOP DRESSJOINTS BY HAND WITH TOPSOIL TO FILL VOIDS.8.ROLL GRASS AREAS TO ACHIEVE A SMOOTH, EVEN SURFACE, FREE FROM UNNATURAL UNDULATIONS.9.FERTILIZE ALL SOD AT THE TIME OF PLANTING WITH A TIME RELEASE FERTILIZER PER BRAND'S SPECIFIED APPLICATIONRATES.10.WATER SOD THOROUGHLY AS SOD OPERATION PROGRESSES.11.IF SOD IS INSTALLED ON SLOPES OF 3:1 OR GREATER. SOD SHALL BE STAKED TO AVOID SLIPPING OR SLIDING APART.STAKING OR STAPLES SHALL BE INSTALLED FLUSH AS TO NOT CREATE A MAINTENANCE ISSUE WITH CARE EQUIPMENT.12.CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS UNTIL FINAL ACCEPTANCE. THIS SHALL INCLUDE, BUT NOT LIMITEDTO: MOWING, WATERING, WEEDING, CULTIVATING, CLEANING AND REPLACING DEAD OR BARE AREAS TO KEEPPLANTS IN VIGOROUS, HEALTHY CONDITIONS.13.CONTRACTOR SHALL GUARANTEE ESTABLISHMENT OF AN ACCEPTABLE TURF AREA AND SHALL PROVIDEREPLACEMENT FROM LOCAL SUPPLY IF NECESSARY.SOLID SOD NOTESPLANT GUARANTEE, REPLACEMENT AND MAINTENANCEA.GUARANTEE:ACCEPTANCE OF GRADING AND SEEDING SHALL BE BY LANDSCAPE ARCHITECT AND/OR OWNER. THECONTRACTOR SHALL ASSUME MAINTENANCE RESPONSIBILITIES UNTIL FINAL ACCEPTANCE. MAINTENANCE SHALLINCLUDE WATERING, WEEDING, RESEEDING AND OTHER OPERATIONS NECESSARY TO KEEP ALL LAWN AREASIN A THRIVING CONDITION. UPON FINAL ACCEPTANCE, OWNER SHALL ASSUME ALL MAINTENANCERESPONSIBILITIES. AFTER LAWN AREAS HAVE GERIMINATED, AREAS WHICH FAIL TO SHOW A UNIFORM STANDOF GRASS FOR ANY REASON WHATSOEVER SHALL BE RE-SEEDED REPEATEDLY UNTIL ALL AREAS ARECOVERED WITH A SATISFACTORY STAND OF GRASS. MINIMUM ACCEPTANCE OF SEEDED LAWN AREAS MAYINCLUDE SCATTERED BARE SPOTS, NONE OF WHICH ARE LARGER THAN 1 SQUARE FOOT, AND WHENCOMBINED DO NOT EXCEED 2% OF TOTAL SEEDED LAWN AREA.B.REPLACEMENT:ANY PLANT UNDER THIS SPEC WHICH IS DEAD, MISSING, UNHEALTHY, OR OTHERWISE NOT ACCEPTABLE AND NOT IN SATISFACTORY GROWING CONDITION DURING CONSTRUCTION MAINTENANCE PERIOD, OR AT THE END OF THE GUARANTEE PERIOD, SHALL BE REMOVED FROM SITE AND REPLACED WITH SUITABLE, ACCEPTABLE PLANT AS SPECIFIED, WITHIN FIVE (5) DAYS.INITIAL DATEDPORPMDESDRW Engineering Associates, Inc.CEI PROJECT NO.PRELIMINARY NOT FOR CONSTRUCTIONC-7.1REV 304/15/19LANDSCAPE NOTESFAX (479)273-0844(479)273-9472Bentonville, AR 727123108 S.W. REGENCY PARKWAY, SUITE 2IVJIVJRKNADS04/15/19310128-BAY-FCAC-I-RIGHTWAUKEE, IOWA575 E. HICKMAN ROADFIRESTONE COMPLETE AUTO CAREPLANTREE WRAPBACKFILL MIXWHITE FLAGGING (TYP.)8" 2-PLY RUBBER HOSE8' STEEL TEE POST- 3 REQUIRED AT 120°4 INCHES MULCHUNDISTURBED SUBSOIL4 INCH DEEP SAUCERNOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE.6"2'(MIN.)TREE PLANTINGN.T.S.12"6"50AREMOVE BURLAP & ROPE FROMTOP 1/3 OF THE BALLDOUBLE STRAND 12 GAUGE WIRECOVERED W/2-PLY RUBBER HOSEPAINTED FLUORESCENT ORANGE2'(MIN.)12"UNDISTURBED SUBSOILBACKFILL MIX6"50BSHRUB PLANTINGN.T.S.WEED MAT (ONLY IF SHRUB ISWITHIN A PLANTING BED)4 INCHES MULCH (SEELANDSCAPE NOTES FORTYPE OF MULCH)IF SHRUB IS B & B, THENREMOVE BURLAP & ROPEFROM TOP 1/3 OF BALLSODDED AREANATURAL STEEL EDGING. NOPAINTED EDGING SHALL BEUSED.STEEL STAKE DRIVEN FROMMULCH SIDE OF EDGING WITHTOP OF STAKE BELOW TOP OFHEADER.FINISH GRADENATURAL STEEL EDGING. NOPAINTED EDGING SHALL BE USED.POLYPROPYLENE MATERIALWEED BARRIER.COMPACTED SANDSUB-BASE.FINISH GRADEPOLYPROPYLENE MATERIALWEED BARRIER.STEPPING STONE BED1/32/3
1/32/3
STEEL STAKE DRIVEN FROM MULCHSIDE OF EDGING WITH TOP OF STAKEBELOW TOP OF HEADER.STEEL EDGINGN.T.S.SODDED AREA W/MULCHN.T.S.ROCK BED AREA W/MULCHN.T.S.50QABOVEGRADEBELOWGRADE MULCH TOPDRESSINGBELOW
GRADE
ABOVE
GRADE
MULCH TOPDRESSING1REVISION #1 - 03/18/192REVISION #2 - 04/01/193REVISION #3 - 04/15/19
PRELIMINARY NOT FOR CONSTRUCTION02APRECAST CONCRETEWHEEL STOPN.T.S.3'-9" FROM BUILDING FACE. 2'-0" FROM EDGEOF PAVEMENT, OR EDGE OF PARKING STALL(UNLESS OTHERWISE SPECIFIED)PRECAST CONCRETEWHEELSTOP LENGTH PERLOCAL CODESPAVEMENTSURFACE4" TO 6"2-#4 RODS THROUGHWHEELSTOP & PAVEMENT,MIN. 18" LONG(TYP)CONCRETE SIDEWALKN.T.S.AND OR STRUCTURE.ABUTTS EXISTING SIDEWALK, CURBS,AT AREAS WERE PROPOSED SIDEWALKINSTALL 1/2" EXPANSION JOINT MATERIALNOTES:REQUIRED REINFORCEMENTWILL BE No. 3 BARS 24" O.C.EACH WAY MAX. SPACING, OR6 x 6 - W1.4 X W1.4 WWF2.1.A FILLER FULL DEPTH OF SIDEWALKJOINT (TYP)OR TOOLEDSAW CUT1/2" THICKNESS PREMOLDED EXPANSION JOINTFILLER SPACED @ 25' O.C. MAX. EXTEND JOINTPLAN VIEWSECTION A-A4" AGGREGATE BASECOURSE COMPACTED TO90% STD. PROCTOR (TYP)B B WHEN BORDERING PAVEMENTSECTION OF SIDEWALK3500 PSI PC(TYP)TYPSECTION B-B03D4"4"(TYP)6"CONCRETE(TYP)2"A SLOPE 2% MAXSEE SITE PLAN2"6"CONCRETE3500 PSI PC6"1/2"R(TYP)SURFACEDRIVE(TYP)1/2"RTOWARD DRIVESLOPE 2% MAXNOTE: ALL SIDEWALKS WITHIN CITY RIGHT-OF-WAY SHALL BE NON-REINFORCED.EXTEND 6" FROM EACH SIDE OF WALK.(JOINT MAT'L. TO MEET ASTM D994 OR D1751)CJEJCJCJCJCJEJCJCDEC: SEE SITE PLAND: D=CE: E=Cx5LANDING AREARAMPCROSS SECTIONLANDING AREALANDING AREARAMP1:12 MAX.1:12 MAX.SIDEWALK1:12MAX.1:12MAX.PLANMAX.2%BUILDINGLANDING AREALANDING AREARAMPSIDEWALKSIDEWALKSIDEWALK5'6'5' MINIMUM6'5'6'5' MINIMUM6'5'5'SEE SITE PLAN
THE SURFACE OF RAMP SHALL HAVE A TRANSVERSEBROOMED SURFACE TEXTURETHE BOTTOM OF THE RAMP CONSTRUCT PER A.D.A. SHALL HAVE A MAXIMUM3.2.NOTES:1.ROUGHER THAN THE SURROUNDING SIDEWALK.OF A 1/4" LIP.STANDARDS.SEE SITE PLANSEE SITE PLANEXPANSION JOINT MATERIALADJACENT TO BUILDING (TYP.)03MWHEELCHAIR RAMP IN SIDEWALKN.T.S.STRIPEEDGE OFEDGE OFSTRIPESEE SITE PLANSTRIPING 2'-0" O.C.4" TRAFFIC YELLOW(TYP.)4" TRAFFIC YELLOWSTRIPING (TYP.)G
DAVARIES;F
VARIES; SEE SITE PLANEBC90°6
0
°(TYP.)7'6.5'2.5'R6"VANVANSTANDARD 90° VAN ACCESSIBLE PARKING SPACE. "VAN" IN 12" HIGH LETTERS,TRAFFIC YELLOWSTANDARD 90° ACCESSIBLE PARKING SPACE.CBA9'DIMENSION CHARTSTD. 90° VAN ACCESSIBLESTD. 90° ACCESSIBLESTD. 90°FEDG19'STD. 90°STD. 90°ACCOMPANIED BY "VAN" LETTERINGLOCATE AT EDGE OF PARKING SPACE UNLESSCNOTES: 1. THIS DETAIL IS FOR DIMENSION PURPOSES ONLY. SEE SITE PLAN FOR EXACT LAYOUT.3. A MINIMUM 8' ACCESS AISLE SHALL BE PLACED ON PASSENGER SIDE OF VAN SPACES.4. SEE SITE PLAN FOR TYPICAL DIMENSIONS OF STANDARD 90° PARKING STALLS.STANDARD 90° PARKING SPACEACCESSIBLE PARKINGSIGN. (SEE DETAIL 9S)ACCESSIBLE PARKINGSYMBOLN.T.S.9U09N90° PARKING, ACCESSIBLE PARKING AND"VAN" ACCESSIBLE PARKING SPACE STRIPINGN.T.S.2. ALL DIMENSIONS ARE TO ℄ OF STRIPE UNLESSOTHERWISE INDICATED.9'9'9'9'9'19'19'9'9'9'9'9'9'19'19'19'9'9'9'9'9'9'9'9'9'9'9'9'9'9'9'9'9'9'1'-6"7'-0" (Min.)
3'-0" (MIN)
2'-0"3"ACCESSIBLEVAN12" X 9"12" X 6"PARKINGRESERVEDR7-8VARIES09SACCESSIBLE / VAN ACCESSIBLEPARKING SIGNN.T.S.THIS SIGN TYPICAL ATALL ACCESSIBLEPARKING SPACESTHIS SIGN TYPICAL ATALL VAN ACCESSIBLEPARKING SPACESPENALTY SIGN WITHWORDING AS REQUIREDBY STATE OR LOCAL LAW"U"-CHANNELPOST (2-lbs./ft.)6" PIPE BOLLARD PAINTEDTRAFFIC YELLOW, FILLEDW/ CONCRETE.SLOPE TOP OFCONCRETE3500 P.S.I. P.C.CONCRETEGROUND/PAVINGSURFACETYP.TYP.TYP.
TYP.NOTE: ALL TRAFFIC FLOW ARROWS TO BE SOLID YELLOW REFLECTIVE TRAFFIC PAINT PER DIMENSIONS ABOVE.LEFT TURN4'-9"1'-0"2'-0"R3'-9"
1'-9"2'-0"1'-0"1'-0"4'-9"2'-0"RRIGHT TURN10ATRAFFIC FLOW ARROWN.T.S.8'-0"LENGTH VARIES5 1/"21'-8"1'-8"1'-8"1'-8"2"/15 10"STOP BARYELLOW REFLECTIVETRAFFIC PAINT1'-6"8'-5"4'-0"
C DRIVEL
EDGE OF DRIVE
OR FACE OF CURB10BSTOP BARN.T.S.3'-0"3"2'-0"
7'-0"1'-6"7-0" (SECONDARY SIGNAGE, IF NEEDED)ALL SIGNS SHOULD COMPLY WITH U.S. DEPARTMENT OFTRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OFUNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED.MOUNT SIGNS IN ACCORDANCE WITH MANUFACTURER'SINSTRUCTIONS.12FSIGN BASEN.T.S.MOUNT SIGNHERE"U"-CHANNEL POST(3 lbs./ft.)WHEN SIGN IS IN PAVEDAREAS, USE 4" PIPEBOLLARD FILLED W/CONCRETE ANDPAINTED TRAFFICYELLOWSLOPE TOP OFCONCRETE3,500 PSI PCCONCRETE30"WHITE LEGEND RED BACKGROUNDN.T.S."STOP" SIGNR1-130"12GINITIAL DATEDPORPMDESDRW Engineering Associates, Inc.CEI PROJECT NO.C8REV 34/12/19DETAIL SHEET IFAX (479)273-0844(479)273-9472Bentonville, AR 727123108 S.W. REGENCY PARKWAY, SUITE 2IVJIVJRKNADS4/10/19310128-BAY-FCAC-I-RIGHTWAUKEE, IOWA575 E. HICKMAN ROADFIRESTONE COMPLETE AUTO CARE01AN.T.S.NOTE:1.GUTTER SLOPE TO MATCH ADJACENT PAVEMENT, TRAVERSE AND LONGITUDINAL.2.SEE PAVING DETAILS FOR PAVEMENT SECTIONS, SUBBASE, SUBGRADE ANDCOMPACTION REQUIREMENTS.3.CONTRACTOR SHALL BACKFILL BEHIND CURB PER PLANS, PRIOR TO PAVING.12"12"6"6"6"1"11" MIN.17" MAX.18" MIN.24" MAX.BACK OF CURB
FACE OF CURBTYPE "A" CONCRETECURB AND GUTTER3,500 P.S.I. P.C. CONCRETE1/2" MIN. RAGGREGATE BASESUBGRADE08AN.T.S.STANDARD DUTYASPHALT PAVINGX" AGGREGATE BASECOMPACTED TO MIN. XX% OF MAX. DENSITYBASED ON _______ PROCTORX" SURFACE COURSEMIN. XX% OF THEORETICAL MAX. DENSITYCOMPACTED SUBGRADEMIN. XX% OF MAX. DENSITY BASED ON_______ PROCTOR WITHIN +/-XX% OPTIMUM MOISTURE CONTENTNOTES:1.CONTRACTOR SHALL VERIFY THE ABOVE DETAILS WITH THE SUBSURFACEEXPLORATION PREPARED BY ___________ REPORT DATED ______ PROJECTNUMBER _______, PRIOR TO CONSTRUCTION.08BN.T.S.HEAVY DUTYASPHALT PAVINGNOTES:1.CONTRACTOR SHALL VERIFY THE ABOVE DETAILS WITH THE SUBSURFACEEXPLORATION PREPARED BY ___________ REPORT DATED ______ PROJECTNUMBER _______, PRIOR TO CONSTRUCTION.X" AGGREGATE BASECOMPACTED TO MIN. XX% OF MAX. DENSITYBASED ON _______ PROCTORX" SURFACE COURSEMIN. XX% OF THEORETICAL MAX. DENSITYCOMPACTED SUBGRADEMIN. XX% OF MAX. DENSITY BASED ON_______ PROCTOR WITHIN +/-XX% OPTIMUM MOISTURE CONTENTX" BINDER COURSEMIN. XX% OF THEORETICAL MAX. DENSITY1REVISION #1 - 03/18/192REVISION #2 - 04/01/193REVISION #3 - 04/15/1904/15/2019
PRELIMINARY NOT FOR CONSTRUCTIONINITIAL DATEDPORPMDESDRW Engineering Associates, Inc.CEI PROJECT NO.C9REV 34/12/19DETAIL SHEET IIFAX (479)273-0844(479)273-9472Bentonville, AR 727123108 S.W. REGENCY PARKWAY, SUITE 2IVJIVJRKNADS4/10/19310128-BAY-FCAC-I-RIGHTWAUKEE, IOWA575 E. HICKMAN ROADFIRESTONE COMPLETE AUTO CARE3'3'45"x24"PAINTEDWHITEPLYWOODBLACK LETTERS 6"HEIGHTWOOD POSTS4"x4"x8'(ABOVE GRADE)STAKE (TYP.)10' MIN.*10' MIN.*TEMPORARY CONCRETE WASHOUTN.T.S.2 LAYERS6 MIL PLASTIC LININGPLANSECTION A-AWOOD FRAME SECURELYFASTENED AROUND ENTIREPERIMETER WITH TWOOPPOSING STAKESAAN.T.S.TWO STACKED2"x12" ROUGHWOOD FRAMENOTES:1. *DENOTES THE INTERIOR DIMENSION.2. CONCRETE WASHOUT SHALL BE AT LEAST 50 FT.FROM ANY STORM SEWER INLET.3. THE CONCRETE WASHOUT SIGN SHALL BEINSTALLED WITHIN 30 FT. OF THE TEMPORARYCONCRETE WASHOUT FACILITY.N.T.S.CONCRETEWASHOUTCONCRETE WASHOUTSIGN DETAIL(OR EQUIVALENT)85CSEE PLAN FOR PIPE SIZE, TYPE, AND ELEVATION(MIN.)DOES NOT CONTINUEPLUG WYE IF SERVICE LATERALW/ LETTERS "C.O." CASTHEAVY DUTY COVERGRADE SURFACE AWAYSIZE OF RISER PIPE PER LOCAL CODES4" MIN. 2500 PSI P.C.CONCRETE COLLAR1" IN GRASSY AREA10"DIRECTION OF FLOWWYEFROM CLEAN OUTCRUSHED STONE PER LOCAL CODESNOTE: SEE APPLICABLE DETAILFOR BACKFILL AND BEDDING12"12"45° BENDTHREADED PVC CLEANOUT PLUGADJUSTABLE HEAD0" IN PAVED AREAINSTRUCTIONS.40CSANITARY SEWERCLEAN-OUTN.T.S.6" + PIPE THICKNESS6" + PIPE THICKNESS6" + PIPE THICKNESSDIAGONAL @ COVERDIAGONAL @ COVERDIAGONAL @ COVERDIAGONAL @ COVERDIAGONAL @ COVERDIAGONAL @ COVERSPECIAL PATTERN#4's @ 6" E.W.#4's @ 6" E.W.#4'S @ 6" E.W.#4's @ 8" E.W.#4's @ 8" E.W.#4's @ 8" E.W.STEELDIMENSIONSW2 = 7' OR GREATERW1 = 7' OR GREATERW2 = 7' OR GREATERW1 = 7' OR LESSW2 = 7' OR LESSW1 = 7' OR LESS8"8"8"6""D"10"8"8"8""N"6" + PIPE THICKNESS"T"BETWEEN 4' & 7'4'GREATER THAN 7'BETWEEN 4' & 7'WIDTH ("W")"B""A"SECTIONBETWEEN 4' & 7'4'#4's @ 10"#4's @ 10"#4's @ 10"#4's @ 10"#4's @ 10"VERT.#6's @ 6"#4's @ 6"#5's @ 4 1/2"#6's @ 9"#4's @ 9"HOR.GREATER THAN 7'BETWEEN 4' & 7'4'WIDTH ("W")"B""A"SECTION15'-10"14'-2"12'-6"11'-0"9'-5"9'-8"8'-0"7'-3"6'-5"5'-8"4'-10"45°13'-2"11'-10"10'-6"9'-2"7'-10"7'-10"6'-7"5'-11"5'-3"4'-7"4'-0"30°11'-8"10'-6"9'-4"8'-2"7'-0"FOR "A" SECTION ONLY7'-0"5'-10"5'-3"4'-0"4'-0"4'-0"STRAIGHTSKEW OF CROSS DRAIN48"42"36"30"24"DOUBLE60"48"42"36"30"24"SINGLESIZE#6's @ 6" E.W.#4's @ 6" E.W."B""A" PIPE SECTION REINFORCEMENT SCHEDULE, BASE TABLE OF 'W' DIMENSIONS REINFORCEMENT SCHEDULE, TOP REINFORCEMENT SCHEDULE, WALLS TABLE OF "T" & "N" DIMENSIONSNEENAH R-1878 AGGG GRATE W/ANGLE FRAME (HEAVY DUTY)SI
Z
E
PI
P
E
"N""N"2'-0"10"90°10"CORNER BARSUBGRADECOMPACTEDNEENAH R-198I-YC.I. STEPS @ 16"O.C.PLANELEVATIONSECTION "A"-"A"3500 PSI P.C.CONCRETE"T"
"H" HEIGHT (35'-0" MAX.)"W"(4'-0")MIN."B" SECTION
(AFTER 15'-0" TO 35'-0")
"A" SECTION (MAX. 15'-0")1'-0"1'-0""N""W"(4'-0")MIN."N"1'-0""B" SECTION "A" SECTION
"A""A"CORNER BARS - SAME SIZE ANDSPACING AS HORIZONTAL BARS"H" HEIGHT
''D''23AGRATE INLETN.T.S.GENERAL NOTES:1.ALL EXPOSED CORNERS TO HAVE 3/4" CHAMFER2.ALL #4 & #5 REINFORCING BARS TO HAVE 1-1/2"COVER, LARGER SIZES TO HAVE 2" COVER.3.SEE GRADING AND DRAINAGE PLAN FOR PIPE SIZES,LOCATIONS, AND FLOW LINES.4.PIPES SHALL CONNECT TO THE ENDS OR SIDES OF THEINLET. CONNECTION SHALL NOT BE MADE AT CORNERSOF INLET.5.ALL REINFORCING BARS TO BE GRADE 60.TOP OF STRUCTURE/RIM ELEVATION6" + PIPE THICKNESS6" + PIPE THICKNESS6" + PIPE THICKNESS#4's @ 6" E.W.#4's @ 6" E.W.#4'S @ 6" E.W.#4's @ 8" E.W.#4's @ 8" E.W.#4's @ 8" E.W.STEEL6" + PIPE THICKNESSGREATER THAN 7'DOUBLE24"SINGLESIZE PIPE REINFORCEMENT SCHEDULE, TOP REINFORCEMENT SCHEDULE, WALLS TABLE OF "T" & "N" DIMENSIONS"A" SECTION (MAX. 15'-0")NEENAH R-3260-A CURB INLET FRAME, GRATE, CURB BOX (HEAVY DUTY)"H" HEIGHT (35'-0" MAX.)"N"1'-0""T"
PI
P
ESECTION "A"-"A"SI
Z
E "W"(4'-0")MIN."N"NEENAH R-1981-YC.I. STEPS @ 16"O.C."B" SECTION
"A" SECTION
"H" HEIGHT"W"(4'-0")MIN.ELEVATION"N"(AFTER 15'-0" TO 35'-0")
"B" SECTIONSUBGRADECOMPACTED
1'-0""N"1'-0"W2 = 7' OR GREATERW2 = 7' OR GREATERW1 = 7' OR GREATERSECTIONW1 = 7' OR LESSW2 = 7' OR LESSW1 = 7' OR LESSBETWEEN 4' & 7'GREATER THAN 7'BETWEEN 4' & 7'DIMENSIONS"B""A"4'WIDTH ("W")"B""A"SECTIONBETWEEN 4' & 7'4'BETWEEN 4' & 7'4'WIDTH ("W")3500 PSI P.C.CONCRETEPLAN"A""A"10"CORNER BAR90°CORNER BARS - SAME SIZE ANDSPACING AS HORIZONTAL BARS10"DIAGONAL @ COVERDIAGONAL @ COVERDIAGONAL @ COVER"D"#4's @ 10"#4's @ 10"#4's @ 10"#4's @ 10"#4's @ 10"8"DIAGONAL @ COVERDIAGONAL @ COVERDIAGONAL @ COVERSPECIAL PATTERN8"8"8"6"10"8"8"#5's @ 4 1/2""T"#6's @ 6"#4's @ 6"#6's @ 9"#4's @ 9"HOR."N"VERT. SECTION 15'-10"14'-2"12'-6"9'-5"9'-8"8'-0"7'-3"6'-5"5'-8"4'-10"5'-3"4'-0"36"FOR "A" SECTION ONLY11'-8"10'-6"9'-4"8'-2"7'-0"7'-0"5'-10"5'-3"48"42"36"30"24"60"48"42"11'-0"13'-2"11'-10"10'-6"9'-2"7'-10"7'-10"6'-7"5'-11"SKEW OF CROSS DRAIN#6's @ 6" E.W.#4's @ 6" E.W. TABLE OF 'W' DIMENSIONS 4'-0"4'-0"STRAIGHT30""B""A"45°4'-7"4'-0"30°REINFORCEMENT SCHEDULE, BASE10 1/2"25 7/8"4"
D"3"TOP CURB/RIMNORMAL GUTTERNORMAL GUTTERTOP CURB/RIMNORMAL GUTTERNORMAL GUTTER(SEE ABOVE ILLUSTRATION FORANGLE AND LENGTHS)FACE OF CURBFACE OF CURB8"23ECOMBINATION INLETN.T.S.GENERAL NOTES:1.ALL EXPOSED CORNERS TO HAVE 3/4" CHAMFER2.ALL #4 & #5 REINFORCING BARS TO HAVE 1-1/2"COVER, LARGER SIZES TO HAVE 2" COVER.3.SEE GRADING AND DRAINAGE PLAN FOR PIPESIZES, LOCATIONS, AND FLOW LINES.4.PIPES SHALL CONNECT TO THE ENDS OR SIDES OFTHE INLET. CONNECTION SHALL NOT BE MADE ATCORNERS OF INLET.5.ALL REINFORCING BARS TO BE GRADE 60.6"INLET PIPE FROMROOF DRAIN45° ELBOW3,000 P.S.I. P.C. CONCRETE45° ELBOW6" MIN.FINISH GRADE6" MIN.27ESTORM DRAIN CLEAN-OUTN.T.S.NEENAH R-6013 THRU R-6099PER THE SIZE OF PIPE ASSPECIFIED ON GRADING PLANSEE GRADING PLAN FORSIZE OF COLLECTOR1REVISION #1 - 03/18/192REVISION #2 - 04/01/193REVISION #3 - 04/15/1904/15/2019
INITIAL DATEDPORPMDESDRW Engineering Associates, Inc.CEI PROJECT NO.C10REV 34/12/19DETAIL SHEET IIIFAX (479)273-0844(479)273-9472Bentonville, AR 727123108 S.W. REGENCY PARKWAY, SUITE 2IVJIVJRKNADS4/10/19310128-BAY-FCAC-I-RIGHTWAUKEE, IOWA575 E. HICKMAN ROADFIRESTONE COMPLETE AUTO CAREPRELIMINARY NOT FOR CONSTRUCTION75A76A75B75C75AEXTERIOR WALLWHITE SCH. 40 PVCCLEANOUT TEE BRANCHFINISHED FLOORPROVIDE WEATHER-TIGHTADAPTER BOOT (TYPICAL).STUB UP STORM TO COLLECTDOWNSPOUT. WHITE SCH. 40PVC PIPE UTILIZED AT STUB UP.FINISHED GRADEBLOCKING ASREQUIRED.SCH. 40 PVC PIPE TOBE UTILIZED BELOWGRADE.SQUARE DOWNSPOUT,REFERENCE ARCHITECTURALDRAWINGS FOR SIZE.DOWNSPOUT SHOE INSTALLATION4P5SCALE: N.T.S. 73A73BDRAIN BASINN.T.S.24" SOLID LIDPENDING GEOTECHNICALREPORT1REVISION #1 - 03/18/192REVISION #2 - 04/01/193REVISION #3 - 04/15/1904/15/2019