HomeMy WebLinkAbout2019-08-05-J11 Willis Used Auto_Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: August 5, 2019
AGENDA ITEM: Consideration of approval of a resolution approving a site plan for Willis
Used Auto
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: The applicant, RJW, LLC, is requesting approval of a
site plan to allow for the construction of a paved parking lot to be used as
a sales display lot for vehicles for Willis Used Auto. The subject
property is located south of Hickman Road and west of 4th Street. The
site plan identifies the existing building to remain as is and to be used for
the sales office for Willis Used Auto. Other improvements proposed
include the following: new 5-foot wide sidewalk along 4th Street,
repaving the existing approach on Hickman Road, paving a new
approach off of 4th Street, paving the existing gravel parking lot on the
south side of the building, adding landscaping to meet the landscape
requirements, and installing additional site lighting.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning
Commission reviewed the request at their meeting on July 23, 2019,
and recommended approval:
Approval of a Site Plan for Willis Used Auto
City Planner, Melissa DeBoer, introduced the request for approval of a preliminary plat, final
plat, and site plan for Willis Used Auto, as submitted by the applicant Willis Auto. The subject
property is located south of Hickman Road and west of 4th Street, containing approximately 1.28
acres. The property is zoned C-1, Community and Highway Service Commercial District.
Mrs. DeBoer advised that the site currently consists of four lots. Two of the lots were previously
single-family homes. The lot located at the northeast corner, consisted of one small commercial
building, and the lot along the west side of the site is what remains today. The existing building
onsite is used as the sales office for Willis Auto and will remain. All of the other buildings on site
have been demolished. The proposed final plat would combine the four lots into one large lot. The
site plan includes paving a parking lot to be used as a sales display lot for vehicles. The site plan
shows the possibility of expanding the existing building in the future. This would require separate
site plan approval at that time.
J11
Mrs. DeBoer explained that the proposed sales display lot includes 72 parking spaces, bringing the
total parking spaces for sales display to 94 spaces. The applicant is proposing to make several
improvements to the site including: a new five-foot wide sidewalk along 4th Street, repaving the
existing approach on Hickman, paving a new approach on 4th Street, paving the existing gravel lot
on the south side of the building, adding landscaping to meet the landscaping requirements, and
installing additional lighting throughout.
Mrs. DeBoer advised that there are three accesses are provided to the site. The access off of Elm
Street is meant to be used for employees only. A total of 9 parking spaces are required for this
project and 13 spaces are provided. The other 94 spaces on site are for sales display. This site is
already serviced with all public utilities. Storm water detention will be provided with underground
detention, located at the northeast corner of the site. A minimum of 20% of the project area is
required to be open space, 22.4% open space is proposed. Plantings are provided in compliance
with the Landscape and Open Space Ordinance.
Staff recommended approval of the preliminary plat, final plat and site plan subject to any
remaining staff comments and review of the legal documents.
Commissioner Tietz asked about the access on 4th Street not aligning with the access
across the street. Mrs. DeBoer stated that staff has no concerns due to the timing of the
different businesses.
Commission Hoifeldt asked if they planned on having a monument sign. Mrs. DeBoer
stated that they did not plan on a monument sign, but they do having wall signage on
their building.
Commissioner Tietz moved to approve the site plan for Willis Used Auto subject to any
remaining staff comments and review of the legal documents. The motion was seconded by
Commissioner Koshy. Ayes: Ward, Tietz, Streit, Hoifeldt, and Koshy. Nays: None. Motion
Carries.
STAFF REVIEW AND COMMENT: Staff’s position is that the proposed site plan meets the
intent and the requirements of the C-1 Zoning District and that the
applicant has successfully addressed all of the requirements within the
Waukee Subdivision Ordinance with the submittal of this site plan.
RECOMMENDATION: Staff recommends approval of the Site Plan for Willis Used Auto
ATTACHMENTS: I. Resolution
II. Staff Report
III. Site Plan
PREPARED BY: Melissa DeBoer, Planner II
REVIEWED BY:
PUBLIC NOTICE INFORMATION –
NAME OF PUBLICATION:
DATE OF PUBLICATION:
THE CITY OF WAUKEE, IOWA
RESOLUTION 19-
APPROVING THE SITE PLAN FOR WILLIS USED AUTO
(400 W. 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 Willis Used Auto, subject to remaining staff comments on July 23, 2019; AND,
WHEREAS, the Site Plan for Willis Used Auto is in general conformance with §304 – Site and
Building Development Standards Ordinance of the Waukee Municipal Code; AND,
WHEREAS, the Site Plan for Willis Used Auto 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 5th day of August, 2019 that the Site Plan for Willis Used Auto 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: Willis Used Auto – Preliminary Plat,
Site Plan & Final Plat
PREPARED BY: Melissa DeBoer, AICP – Planner II
REPORT DATE: July 18, 2019
MEETING DATE: July 23, 2019
GENERAL INFORMATION
Owner: RJW, LLC
Applicant: Willis Auto
Project Manager: Chuck Bishop, PE – Bishop Engineering
Request: The applicant is requesting approval of a preliminary
plat, site plan and final plat for a commercial
development.
Location and Size: Property is located south of Hickman Road and west
of 4th Street, containing approximately 1.28 acres.
AREA MAP
ABOVE: Aerial of subject property (outlined in BLUE) in relation to the surrounding area.
July 19, 2019
2 of 3
LAND USES AND ZONING
Location Existing Land Use Comprehensive Plan Current Zoning
Property in
Question
Commercial (Willis Used
Auto) Mixed Use C-1 (Community and Highway
Service Commercial District)
North Commercial (Broderick
Animal Clinic)
Mixed Use C-1 (Community and Highway
Service Commercial District)
South Commercial (Offices) Mixed Use C-1 (Community and Highway
Service Commercial District) and
C-1A (Neighborhood
Commercial District)
East Commercial (Church /
Daycare)
Mixed Use C-1 (Community and Highway
Service Commercial District)
West Commercial (Car Wash) Mixed Use C-1 (Community and Highway
Service Commercial District)
HISTORY
The subject site consists of a total of four lots. Two of the lots were previously single-family residences. The
lot located at the northeast corner of the site, consisted of one small commercial building, and the lot along
the west side of the site consisted of the existing commercial building that remains today. This existing building
is used as the sales office for Willis Auto and will remain. All of the other buildings on site have been
demolished.
PROJECT DESCRIPTION
The project includes combining all four lots into one lot and paving a parking lot to be used as a sales display
lot for vehicles. The site plan shows a possibility of expanding the current sales office at some point in the
future. The building expansion will require separate site plan approval at that time.
The proposed sales display lot includes 72 parking spaces, bringing the total parking spaces for sales display on
the overall site to 94 spaces.
Other improvements to the site include a new 5-foot wide sidewalk along 4th Street, repaving the existing
approach on Hickman Road, paving a new approach off of 4th Street, paving the existing gravel parking lot on
the south side of the building, adding landscaping to meet the landscape requirements, and installing additional
site lighting throughout.
The final plat identifies one lot that is 1.28 acres in area.
ACCESS AND PARKING
Three accesses will be provided to this site. One off of Hickman Road, one off of 4th Street and one off of Elm
Street. The access off of Elm Street is to be used for employees only.
A total of 9 parking spaces are required for this project and 13 spaces are provided, including 2 accessible
spaces. The other 94 spaces on site are for sales display.
July 19, 2019
3 of 3
SIDEWALKS/TRAILS
A five foot wide sidewalk will be constructed along 4th Street with site improvements.
UTILITIES
This site is already serviced will all public utilities.
Storm water detention for the new parking lot will be provided with underground detention. The
underground detention is located at the northeast corner of the site.
LANDSCAPING & OPEN SPACE
A minimum of 20% of the project area is required to be open space. The total amount of open space
proposed is 22.4%.
Plantings are being provided throughout the site in compliance with the Landscape & Open Space Ordinance.
STAFF RECOMMENDATION
The proposed preliminary plat, site plan and final plat are in general conformance with the Zoning Ordinance,
Subdivision Ordinance, Site Plan Ordinance and Comprehensive Plan. Staff recommends approval subject to
any remaining staff comments and review of the legal documents.
WILLIS USED AUTO WAUKEE, IASITE PLAN/PRELIMINARY PLATIOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig
.PROPERTY DESCRIPTION:(WARRANTY DEED BOOK 2018, PAGE 24215)COMMENCING AT A POINT WHERE THE NORTH LINE OF THE ALLEY RUNNING EAST AND WESTALONG THE NORTH SIDE BLOCK THREE (3) OF THE RE-PLAT OF THE FIRST ADDITION TO THE TOWNOF WAUKEE, DALLAS COUNTY, IOWA, INTERSECTS THE WEST LINE OF FOURTH STREET IN SAIDTOWN, THENCE NORTH ALONG WEST LINE OF FOURTH STREET, 80 FEET, THENCE WEST 8 RODS,LESS 2 FEET, THENCE SOUTH 80 FEET, THENCE EAST 8 RODS, LESS 2 FEET TO THE PLACE OFBEGINNING. BEING A PART OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER (NE 1/4NW 1/4) OF SECTION THIRTY-THREE (33), TOWNSHIP (79) NORTH, RANGE TWENTY-SIX (26) WEST OFTHE 5TH P.M., DALLAS COUNTY, IOWA.ANDTHAT PART OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER (NE 1/4 NW 1/4) OFSECTION THIRTY-THREE (33), TOWNSHIP (79) NORTH, RANGE TWENTY-SIX (26) WEST OF THE 5THP.M., IN THE TOWN OF WAUKEE, DALLAS COUNTY, IOWA, WHICH IS BOUNDED AND DESCRIBED ASFOLLOWS: BEGINNING AT A POINT 213 FEET WEST OF THE NORTHEAST CORNER OF SAID NE 1/4NW 1/4 OF SECTION 33-79-26, THENCE SOUTH 109 FEET, THENCE WEST 130 FEET, THENCE NORTH109, THENCE EAST 130 FEET TO SAID POINT OF BEGINNING OF THIS DESCRIPTION.ANDTHAT PART OF THE NORTHEAST QUARTER OF THE THE NORTHWEST QUARTER (NE 1/4 NW 1/4) OFTHE SECTION THIRTY-THREE (33), TOWNSHIP (79) NORTH, RANGE TWENTY-SIX (26) WEST OF THE5TH P.M., IN THE TOWN OF WAUKEE, DALLAS COUNTY, IOWA, WHICH IS BOUNDED AND DESCRIBEDAS FOLLOWS: BEGINNING AT A POINT 213 FEET WEST AND 109 FEET SOUTH OF THE NORTHEASTCORNER OF SAID NE 1/4 NW 1/4 OF 33-79-26 AND THENCE SOUTH 75 FEET; THENCE WEST 130;THENCE NORTH 75 FEET; THENCE EAST 130 FEET TO SAID POINT OF BEGINNING.AND(WARRANTY DEED BOOK 2018, PAGE 223828)THE WEST 112 FEET OF THE EAST 455 FEET OF THE NORTH 264 FEET OF THE NORTHWEST 1/4 OFSECTION 33, TOWNSHIP 79 NORTH, RANGE 26 WEST OF THE 5TH P.M., WAUKEE, DALLAS COUNTY,IOWA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTH 1/4 CORNEROF SAID SECTION 33; THENCE N89°41'30"W ALONG THE NORTH LINE OF THE NW 1/4 OF SAIDSECTION 33 A DISTANCE OF 466.65 FEET; THENCE S01°04'14"E A DISTANCE OF 33.00 FEET TO APOINT ON THE SOUTH RIGHT OF WAY LINE OF U.S. HIGHWAY NO. 6 AS IT IS PRESENTLYESTABLISHED, SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE S01°04'14"E ADISTANCE 231.00 FEET; THENCE S89°41'30"E A DISTANCE OF 112.00 FEET; THENCE N01°04'14"W ADISTANCE OF 231.00 FEET TO A POINT ON THE SOUTH RIGHT OF WAY LINE OF SAID U.S. HIGHWAYNO. 6; THENCE N89°41'30"W PARALLEL WITH AND 33.00 FEET SOUTH OF THE NORTH LINE OF THENW 1/4 OF SAID SECTION 33 AND ALONG THE SOUTH RIGHT OF WAY LINE OF SAID HIGHTWAY NO. 6A DISTANCE OF 112.00 FEET TO THE POINT OF BEGINNING. SAID TRACT CONTAINS 0.59 ACRESMORE OR LESSSAID TRACT OF LAND CONTAINS A TOTAL OF 55,701.92 SQ FT, 1.28 ACRES MORE OR LESS.ADDRESS:400 W HICKMAN ROADWAUKEE, IA 50263OWNER:RJW, LLC2121 NW 100TH STDES MOINES, IA 50325PREPARED FOR:RICH WILLISWILLIS AUTO CAMPUS2121 NW 100TH STREETCLIVE, IOWA 50325ZONING:INFORMATION OBTAINED FROM CITY OF WAUKEEZONE :C-1 COMMUNITY AND HIGHWAY SERVICE COMMERCIAL DISTRICTFOR AN OFFICIAL ZONING REPORT PLEASE CALL CITY OF WAUKEE 515-978-7899PARKING REQUIREMENTS:PARKING REQUIRED = 1 SPACE/4500 S.F. OUTDOOR SALES FOR DISPLAY38,400/4500 = 8.53 ≈ 9 SPACES REQUIRED1 SPACE/300 S.F. INDOOR SALES FLOOR AREA1,200/300 = 4 SPACESPARKING PROVIDED = 13 SPACES (INCL 2 HC)DISPLAY SPACED PROVIDED = 94 SPACESOPEN SPACE REQUIREMENTS:SITE AREA=55,701 S.F (1.28 ACRES)REQUIRED OPEN SPACE = 20%EXISTING OPEN SPACE = 38.1%PROPOSED OPEN SPACE = 22.4%IMPERVIOUS SURFACE:SITE AREA =55,701 S.FEXISTING IMPERVIOUS = 34,429 S.FPROPOSED NEW IMPERVIOUS = 31,849 S.FTOTAL PROPOSED IMPERVIOUS = 43,200 S.FBENCHMARK:CP 1NORTHING: 58855.17EASTING: 1535562.01ELEV :1026.93CP 6NORTHING: 588481.77EASTING: 1535787.80ELEV: 1027.50VICINITY MAPSCALE: NOT TO SCALECOPYRIGHT 2019 BISHOP ENGINEERING. THIS DOCUMENT AND THE INFORMATION CONTAINED MAY NOT BEREPRODUCED OR EXCERPTED WITHOUT THE EXPRESS WRITTEN PERMISSION OF BISHOP ENGINEERING.UNAUTHORIZED COPYING OR DISCLOSURE OF CONSTRUCTION USE ARE PROHIBITED BY COPYRIGHT LAW.LEGEND: SAN SANITARY SEWER ST STORM SEWER W WATER LINE G GAS LINEU/E UNDERGROUND ELECTRICO/E OVERHEAD ELECTRICTELETELEPHONE LINEF/OFIBER OPTICCATVCABLE TVSTORM MANHOLECURB INTAKESURFACE INTAKEFLARED END SECTIONSANITARY MANHOLECLEANOUTFIRE HYDRANTSPRINKLERIRRIGATION CONTROL VALVEWATER MANHOLEWELLWATER VALVEWATER SHUT OFFYARD HYDRANTELECTRIC MANHOLEELECTRIC METERELECTRIC RISERELECTRIC VAULTPOWER POLETRANSFORMER POLELIGHT POLEELECTRIC JUNCTION BOXELECTRIC PANELTRANSFORMERGROUND LIGHTGUY WIREELECTRIC HANDHOLEGAS METERGAS VALVEAIR CONDITIONING UNITTELEPHONE RISERTELEPHONE VAULTTELEPHONE MANHOLETRAFFIC SIGNAL MANHOLEFIBER OPTIC RISERFIBER OPTIC FAULTCABLE TV RISERSIGN 7DENOTES NUMBER OF PARKING STALLSPROPERTY CORNER - FOUND AS NOTEDPROPERTY CORNER- PLACED 3/4" IRON PIPEWITH YELLOW PLASTIC CAP ID #14775SECTION CORNER - FOUND AS NOTEDDSCOHYDI
CVWWSOYADREEMEELECEJEPGMGVA/CTTELTTSFOF/OTVWWVCOVER SHEETC0.1SHEET INDEX:C0.1COVER SHEETC1.1DEMO PLANC2.1LAYOUT PLAN/PRE PLATC3.1GRADING PLANC4.1UTILITY PLANC5.1LANDSCAPE PLANC6.1DETAILS SHEETC6.2 DETAILS SHEETC6.3 DETAILS SHEETC7.1SWPPPWETLAND NOTES:1.BISHOP ENGINEERING DOES NOT PERFORM WETLAND STUDIES OR WETLAND MITIGATION. IT ISTHE OWNER'S RESPONSIBILITY TO DETERMINE IF ANY WETLANDS ARE LOCATED ON THEPROJECT SITE AND PERFORM ANY NECESSARY MITIGATION PRIOR TO THE COMMENCEMENT OFCONSTRUCTION ACTIVITIES.SURVEY NOTES:1.SURVEY WORK WAS COMPLETED BY BISHOP ENGINEERING ON 01-15-2019. SEE SITE SURVEYPROVIDED AS PART OF THIS SET OF PLANS FOR EXISTING SITE CONDITIONS AND BOUNDARYINFORMATION.GENERAL NOTES:1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH WAUKEE STANDARD SPECIFICATIONS AND CURRENT EDITION OF SUDAS STANDARD SPECIFICATIONS. THE CITY OFWAUKEE MUST BE NOTIFIED BY ALL CONTRACTORS 48 HOURS PRIOR TO COMMENCING WORK.2.IN EVENT OF A DISCREPANCY BETWEEN THE QUANTITY ESTIMATES AND THE DETAILED PLANS, THE DETAILED PLANS SHALL GOVERN.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES. ANY DAMAGE TO SAID UTILITIES SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.4.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT O.S.H.A. CODES AND STANDARDS. NOTHING INDICATED ON THESE PLANS SHALL RELIEVE THECONTRACTOR FROM COMPLYING WITH THE APPROPRIATE SAFETY REGULATIONS.5.ALL NECESSARY CONSTRUCTION SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES REQUIRED DURING CONSTRUCTION WILL BE FURNISHED BY THECONTRACTOR. SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES MUST BE IN CONFORMANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICESFOR STREETS AND HIGHWAYS."6.BISHOP ENGINEERING SHALL NOT BE LIABLE FOR ANY INJURIES THAT HAPPEN ON SITE. THIS SHALL INCLUDE BUT NOT BE LIMITED TO TRENCH COLLAPSES FROMVARYING SOIL CONDITIONS OR INJURIES CAUSED BY UNDERGROUND UTILITIES INCLUDING UTILITIES THAT ARE NOT SHOWN ON PLAN.7.THE CONTRACTOR IS LIABLE FOR ALL DAMAGES TO PUBLIC OR PRIVATE PROPERTY CAUSED BY THEIR ACTION OR INACTION IN PROVIDING FOR STORM WATER FLOWDURING CONSTRUCTION. DO NOT RESTRICT FLOWS IN EXISTING DRAINAGE CHANNELS, STORM SEWER, OR FACILITIES.8.THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SCHEDULE FOR PERFORMANCE OF WORK ITEMS. THIS SCHEDULE SHALL BE PROVIDED BY THE CONTRACTOR ATTHE PROJECT PRECONSTRUCTION CONFERENCE. NO WORK SHALL BEGIN UNTIL A SCHEDULE HAS BEEN SUBMITTED AND ACCEPTED. THE CONTRACTOR SHALL THENPERFORM WORK TO CONFORM TO THE ACCEPTED SCHEDULE.9.LABORATORY TESTS SHALL BE PERFORMED BY THE OWNER UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDE SAMPLES OF MATERIAL REQUIRED FORLABORATORY TESTS AND TESTING IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS.10.SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED OR PAID FOR SEPARATELY.11.THE CONTRACTOR SHALL PROTECT ALL STRUCTURES NOT SHOWN AS REMOVALS ON THE PLANS.12.THE CONTRACTOR SHALL OBTAIN ANY AND ALL NECESSARY PERMITS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL WORK WITH OWNER OR OWNERSREPRESENTATIVE ON ALL REQUIRED STORM WATER DISCHARGE PERMITS FROM THE IOWA DEPARTMENT OF NATURAL RESOURCES AND THE CITY OF WAUKEE.13.GRADING AND EROSION CONTROL SHALL BE DONE IN ACCORDANCE WITH THE APPROVED GRADING PLAN, SWPPP, NPDES DOCUMENTS, AND IOWA DEPARTMENT OFNATURAL RESOURCES REQUIREMENTS.14.THE CONTRACTOR SHALL PICK UP ANY DEBRIS SPILLED ONTO THE ADJACENT RIGHT OF WAY OR ABUTTING PROPERTIES AS THE RESULT OF CONSTRUCTION, AT THEEND OF EACH WORK DAY AND PRIOR TO A RAIN EVENT..15.THE CONTRACTOR IS RESPONSIBLE FOR THE PROMPT REMOVAL OF ALL MUD THAT HAS BEEN TRACKED OR WASHED UNTO ADJACENT PROPERTY OR RIGHT OF WAYUNTIL SUCH TIME THAT PERMANENT VEGETATION HAS BEEN ESTABLISHED.16.DISPOSE OF ALL EXCESS MATERIALS AND TRASH IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS. PROVIDE WASTE AREAS OR DISPOSAL SITESFOR EXCESS MATERIALS NOT DESIRABLE FOR INCORPORATION INTO THE PROJECT.17.ANY PROPOSED CHANGES TO THE PLAN SET SHALL BE APPROVED IN WRITING BY THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT.18.CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOT BEEN GRANTED APPROVAL BY THE CITY OF WAUKEE DEVELOPMENTSERVICES DEPARTMENT.PAVING NOTES:1.THE PAVING/ GRADING CONTRACTOR SHALL BACKFILL THE PAVING SLAB AND FINE GRADE THE RIGHT OF WAY AS SOON AFTER THE PAVING AS POSSIBLE. ALL AREASSHALL BE SEEDED IN ACCORDANCE WITH CITY OF WAUKEE STANDARD SPECIFICATIONS AND THE CURRENT VERSION OF SUDAS.2.SUBGRADE PREPARATION AND PAVEMENTS WILL BE CONSTRUCTED FOLLOWING RECOMMENDATIONS IN THE SOILS REPORT. APPROVED SOILS ENGINEER MUST SIGNOFF ON SUBASE PRIOR TO ANY PAVEMENT BEING PLACED.3.SEE DETAILS FOR ALL PAVEMENT THICKNESS.4.DETECTABLE WARNING PLANEL(S) CALLED OUT ON PLANS SHALL BE PER A.D.A. REGULATIONS. PANEL TYPE & COLOR SHALL BE PER CITY STANDARD.5.ALL WALKS, PARKING LOTS, HANDICAP PARKING, RAMPS, ETC. SHALL COMPLY WITH ALL A.D.A. AND CITY CODES. HANDICAP PARKING SIGNAGE IS REQUIRED FOR ALLHANDICAP STALLS AND SHALL BE CONSIDERED INCIDENTAL. IN EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE A.D.A./CITY CODES THE A.D.A./CITY CODESSHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING A.D.A. CODES ARE MET.UTILITY NOTES:1.QUANTITY CALLOUTS ON PIPE LENGTHS ARE APPROXIMATE AND SHOULD BE USED FOR REFERENCE ONLY.2.THE CONTRACTOR SHALL PROVIDE AS-BUILTS OF ALL UTILITIES, INCLUDING DEPTH AND LOCATION OF ALL SERVICES.3.THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OF ANY AND ALL EXISTING AND PROPOSED UTILITIES TO PROPOSED GRADES. EXISTING UTILITIES SHALL BERAISED OR LOWERED IN ACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS. ANY NECESSARY ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TOCONSTRUCTION.4.ACTIVE EXISTING FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED, REROUTED, OR CONNECTED TO PUBLIC OR PRIVATE STORM SEWER TOREMAIN IN SERVICE.5.ALL PROPOSED RCP STORM SEWER PIPE JOINTS SHALL BE FABRIC WRAPPED AND THE LAST 3 PIPE SECTIONS ON THE APRON SHALL BE TIED WITH RF-14 TYPE IICONNECTORS. ALL APRONS SHALL HAVE A STANDARD FOOTING AND TRASH GUARD.6.ALL RIP RAP CALLED OUT ON PLANS SHALL BE UNDERLAIN WITH ENGINEERING FABRIC.7.ALL STRUCTURE SIZES CALLED OUT ON PLANS ARE MINIMUM INSIDE WALL DIMENSIONS.8.ALL STRUCTURES CALLED OUT AS "MODIFIED" OR "SPECIAL" SHALL BE ENGINEERED BY THE PRECASTER TO ENSURE STRUCTURE STABILITY. MODIFICATIONS INCLUDEADDITIONAL WALL LENGTH TO ACCOUNT FOR LARGE PIPE DIAMETERS AND ADDITIONAL WALL WIDTH & BASE DEPTH TO ACCOUNT FOR DEEPER STRUCTURES. ANY ANDALL MODIFICATIONS TO STANDARD STRUCTURES SHALL BE CONSIDERED INCIDENTAL TO BID9.SANITARY SEWER SERVICE CONNECTIONS SHALL BE PLACED AT A SLOPE OF NO LESS THAN 2%. SERVICES SHALL MAINTAIN 18" OF VERTICAL SEPARATION FROM THEWATERMAIN WITH 18" OF COMPACTED LOW PERMEABILITY SOIL BETWEEN THE UTILITIES WITHIN 10' OF THE CROSSING.10.MANDREL AND PRESSURE TESTS SHALL BE REQUIRED FOR ALL PROPOSED SANITARY LINES. TELEVISING OF THE SANITARY SEWER SYSTEM SHALL BE COMPLETEDPRIOR TO PAVING UNLESS OTHERWISE APPROVED BY JURISDICTION.11.WATERMAINS SHALL BE C-900. SIZE OF WATERMAIN AS SHOWN ON PLANS.12.THRUST BLOCKS SHALL BE INSTALLED AS REQUIRED AND SHALL BE CONSIDERED INCIDENTAL TO WATERMAIN CONSTRUCTION.13.PROPOSED WATERMAIN SHALL BE PRESSURE TESTED, BACTERIA TESTED AND CHLORINATED. THE FILLING OF THE WATER MAIN SHALL BE DONE BY THE CITY OFWAUKEE.14.TRACER WIRE SHALL BE ADDED TO ALL WATER MAIN, AND BROUGHT TO THE SURFACE AT EVERY HYDRANT.15.ALL HYDRANTS WILL IMMEDIATELY BE COVERED WITH A BLACK PLASTIC BAG (OR EQUIVALENT) ONCE THE HYDRANT IS INSTALLED. THE CITY OF WAUKEE WILL NOTIFYTHE CONTRACTOR WHEN THE BAGS CAN BE REMOVED.16.THE MINIMUM HYDRANT LEAD SHALL BE 3.5 FEET.17.ANY AND ALL HYDRANT AND VALVE EXTENSIONS, TOGETHER WITH VERTICAL BENDS, SHALL BE CONSIDERED INCIDENTAL TO WATER MAIN CONSTRUCTION. NOADDITIONAL PAYMENT WILL BE PROVIDED FOR INCIDENTAL ITEMS.18.ALL FIRE HYDRANTS ARE TO HAVE 4" "STORZ FITTINGS.19.CONTRACTOR SHALL PROTECT ALL STORM SEWERS AND DRAINAGE WAYS FROM ALLOWING SLURRY FROM CONRETE OPERATIONS TO DISCHARGE OFFSITE.REFERENCE NUMBER:3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:WILLIS USED CAR DEALERSHIP
400 W HICKMAN ROAD WAUKEE, IADJS1ST SUBMITTAL 5-14-192ND SUBMITTAL 6-21-19180621PRELIMINARY- NOT FOR CONSTRUCTIONM:\LAND PROJECTS 2018\180621\DWG\C0.1 COVER.DWG7/10/2019 3:59:41 PM UTILITY NOTE:THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM THE FIELD SURVEY, EXISTING PUBLICRECORDS, AND PLANS PROVIDED BY OTHERS. SURFACE UTILITY LOCATIONS HAVE BEEN FIELD LOCATED BY BISHOPENGINEERING, UNLESS OTHERWISE NOTED. ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE LOCATIONSONLY. BISHOP ENGINEERING DOES NOT GUARANTEE THE UNDERGROUND LOCATION OF ANY UTILITIES SHOWN. IT SHALLBE THE DUTY OF THE CONTRACTOR TO DETERMINE THE LOCATION AND DEPTH OF ANY UNDERGROUND UTILITIES SHOWNAND IF ANY ADDITIONAL UTILITIES, OTHER THAN THOSE SHOWN ON THE PLANS, MAY BE PRESENT. A REQUEST WAS MADETO IOWA ONE CALL FOR UTILITY PROVIDERS TO VERIFY, LOCATE, AND MARK THEIR UTILITIES IN THE FIELD.ABBREVIATIONS:ACACRESASPHASPHALTBKBOOKCONCCONCRETEDDEEDED DISTANCEEXEXISTINGENCLENCLOSUREFFFINISHED FLOORFLFLOW LINEFRACFRACTIONALMMEASURED DISTANCEMHMANHOLEOPCORANGE PLASTIC CAPPPLATTED DISTANCEPGPAGEPOBPOINT OF BEGINNINGPOCPOINT OF COMMENCEMENTPRAPREVIOUSLY RECORDED ASPUEPUBLIC UTILITY EASEMENTROWRIGHT OF WAYRPCRED PLASTIC CAPSFSQUARE FEETSANSANITARYTYPTYPICALYPCYELLOW PLASTIC CAPNNORTHSSOUTHEEASTWWESTSTAKING NOTES:1.CONTRACTOR IS REQUIRED TO HAVE ALL STAKING DONE UNDER THE SUPERVISION OF A LICENSED LAND SURVEYOR AND IN COORDINATIONWITH THE PROJECT ENGINEER.2.CONTRACTOR IS REQUIRED TO HAVE ALL STAKING DONE DIRECTLY UNDER THE GENERAL CONTRACTOR BY A SINGLE COMPANY.3.STAKING DOES NOT RELIEVE CONTRACTOR OF ULTIMATE RESPONSIBILITY TO CONSTRUCT THE PROJECT PER PLAN.PAVEMENT SAWCUT NOTES:1.CONTRACTOR TO PROVIDE SAWCUT JOINTING PLAN TO CHUCK BISHOP, BISHOP ENGINEERING (515-276-0467 OR CBISHOP@BISHOPENGR.COM) PRIOR TOANY CONCRETE PAVEMENT INSTALLATION.2.PAVEMENT MAY BE REQUIRED TO BE REMOVED AND REPLACED IF PLACED WITHOUT AN APPROVED PLAN.3.LONGITUDINAL JOINTS IN DRIVE LANES & THE OUTER MOST JOINT OF ALL PARKING AREAS SHALL BE SUDAS TYPE 'L-1' OR 'L-2' JOINTS AND HAVE STEEL.INTERIOR PARKING LOT JOINTS, OTHER THAN THE OUTER MOST JOINT, DO NOT NEED STEEL AND SHALL BE SUDAS TYPE 'B' OR TYPE 'K' JOINTS.4.ALL TRANSVERSE JOINTS SHALL BE SUDAS TYPE 'C' OR TYPE 'DW' JOINTS WITH STEEL IN THE CASE OF A DAY'S WORK JOINT.EARTHWORK BALANCE NOTES:1.SOIL IMPORT OR EXPORT ON THIS PROJECT SHALL BE CONSIDERED INCIDENTAL AND WILL NOT BE MEASURED ORPAID FOR SEPARATELY. CONTRACTOR RESPONSIBLE FOR MAKING THE SITE EARTHWORK BALANCE.2.THIS INCLUDES BUT IS NOT LIMITED TO TOPSOIL, POOR SOILS AND STRUCTURAL FILL NECESSARY TO MEET PROJECTPLANS AND SPECIFICATIONS.STORM & SANITARY TELEVISING NOTES:1.CONTRACTOR IS REQUIRED TO TELEVISE ALL SANITARY AND STORM SEWER SYSTEM PRIOR TO PAVING OPERATIONS.2.CONTRACTOR SHALL SEND VIDEO INSPECTION TO THE ENGINEER FOR APPROVAL PRIOR TO PAVING.3.CONTRACTOR SHALL PROVIDE COPIES OF THE REPORTS AND VIDEOS TO THE WAUKEE ENGINEERING DEPARTMENTFOR APPROVAL PRIOR TO PAVING.UTILITY CONFLICT NOTES:1.UTILITY CONFLICTS MAY EXIST ACROSS THE SITE WITH NEW UTILITIES, GRADING, PAVING ETC. MOST UTILITY CONFLICTS HAVE BEEN CALLED OUT FORCONTRACTOR CONVENIENCE.2.CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONFLICTS THAT ARE EITHER CALLED OUT ON THE PLANS OR THAT CAN BE SEEN ON THE PLANS BETWEEN ANEXISTING UTILITY AND PROPOSED CONSTRUCTION.3.CONTRACTOR SHALL COMPLY WITH ALL DNR REQUIREMENTS FOR PIPE MATERIAL, PIPE JOINTS, AND ANY OTHER APPLICABLE REQUIREMENTS ANY TIME ASTORM SEWER OR SANITARY SEWER CROSSES OVER OR LESS THAN 18" BELOW A WATER MAIN.4.FOR ALL CRITICAL CROSSINGS WITH EXISTING UTILITIES, THE ELEVATION OF THE EXISTING UTILITY SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION.NOTIFY BISHOP ENGINEERING PRIOR TO CONSTRUCTION IF A CONFLICT EXISTS.SPECIFICATIONS NOTES:1.IN THE EVENT OF A DISCREPANCY BETWEEN THE BISHOP PROJECT SPECIFICATIONS AND: CITY OF WAUKEE REQUIREMENTS AND SPECIFICATIONS, PLUMBINGCODE, AND URBAN STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENT (SUDAS), THE CITY OF WAUKEE STANDARD SPECIFICATIONS SHALL GOVERN.2.FOR ALL SPECIFICATION DISCREPANCIES, PROJECT ENGINEER SHALL BE CONTACTED PRIOR TO PROCEEDING WITH CONSTRUCTION. IF ENGINEER IS NOTCONTACTED, CONTRACTOR SHALL BE RESPONSIBLE FOR ANY PROBLEMS THAT RESULT FROM SAID DISCREPANCIES.3.FOR ALL SPECIFICATION DISCREPANCIES, CONTRACTOR MUST OBTAIN WRITTEN APPROVAL FROM THE CITY OF WAUKEE ENGINEERING DEPARTMENT FOR ANYCHANGES TO PROPOSED SITE INFRASTRUCTURE OR GRADES PRIOR TO PROCEEDING WITH ANY CHANGES.REQUIRED AS-BUILT NOTES:1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COST OF AS-BUILT TOPO OF ALL DETENTION PONDS & DETENTIONPOND STORM SEWER.2.CONTRACTOR SHALL CONTACT BISHOP ENGINEERING (CHUCK BISHOP AT 515-276-0467) TO PERFORM SAID AS-BUILTSURVEYS.3.IF ANYTHING HAS BEEN CONSTRUCTED INCORRECTLY, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUBSEQUENTAS-BUILT SURVEYS UNTIL ISSUES HAVE BEEN RECTIFIED.UTILITY MAPS PROVIDED BY:1. ELECTRIC (MIDAMERICAN / 515-252-6632)2. FIBER OPTIC (CENTURYLINK / 720-578-8090)3. FIBER OPTIC (UPN / 816-425-3556)4. WATER (XENIA / 515-676-2117)5. COMMUNICATION (CONSOLIDATED COMM. / 515-867-4769)6. COMMUNICATION (MCI / 469-886-4238)7. CITY OF WAUKEE - SANITARY STORM , WATER , & GAS(515-978-7920)STORM WATER FACILITIES MAINTANCE REQUIREMENTS1.THE STORM WATER FACILITIES INCLUDING PIPES, INLETS AND OUTLETS, SHALL BE ANNUALLYINSPECTED AND MAINTAINED BY THE LAND OWNER IN SUBSTANTIAL CONFORMANCE WITH THEAPPROVED STORM WATER MANAGEMENT PLAN2.LITTER, SILT, SEDIMENT AND DEBRIS SHALL BE PROMPTLY REMOVED FOR SUCH FACILITIES.3.THE PLANTINGS AND VEGETATION WITHIN THE APPROVED STORM WATER MANAGEMENT FACILITIESSHALL BE MAINTAINED IN CONFORMANCE WITH THE APPROVED STORM WATER MANAGEMENT PLAN. IFANY VEGETATION DIES, IT SHALL BE REPLACED WITH VEGETATION IN CONFORMANCE WITH THE PLANAS SOON AS THE WEATHER PERMITS.4.NO GRASS CLIPPINGS, LEAVES OR OTHER YARD WASTE , SOIL, ROCKS, CONCRETE, OR SIMILARMATERIALS, SHALL BE PLACED WITHIN A SWALE, OR RETENTION OR DETENTION POND WITHOUTWRITTEN CONSENT OF THE CITY ENGINEER.5.NO PORTION OF THE STORM WATER MANAGEMENT FACILITIES SHALL BE ALTERED OR REMOVEDWITHOUT THE WRITTEN CONSENT OF THE CITY ENGINEER.6.RECORDS OF INSPECTION , MAINTENANCE AND REPAIR MUST BE MAINTAINED AND KEPT FOR AT LEASTFIVE YEARS AND MADE AVAILABLE UPON REQUEST TO THE CITY ENGINEER.CONSTRUCTION SCHEDULE:START CONSTRUCTION:JULY 2019FINALIZE CONSTRUCTION: DECEMBER 2019PRELIMINARY
SAN SAN SAN SAN SAN SAN SAN SAN CP #1DEX STORM MHRIM=1027.18FL = 1022.43 (N)FL = 1023.58 (N)TSDEX STORM MHRIM=1025.55FL = 1019.95 (SW)FL = 1019.85 (N)FF=1028.72
TSFF=1028.56
FF=1028.00
FF=1027.98
FF=1028.30 DEX STORM MHRIM=1024.01FL = 1020.61 (NE)FL = 1020.71 (W)6" PINE6X3" BIRCHFF=1028.80WSOFF=1028.73
FF=1028.86GM
SEX SAN MHRIM=1026.89INV = 1022.94F/OWSOFF=1029.67EX INTAKERIM=1026.53FL = 1023.05 (NE)FL = 1023.24 (SW)WSOTTHYDTBM: ARROW ON HYDRANTELEV=1029.50WVGMCO6" CEDARFO36" MAPLE6" CEDARTMBTTF/OMBF/OWVWV6" CEDARCOGMA/C36" MAPLE40" TREE6" CEDAR12" CEDAR12" CEDARTTV48" TREE[][][]W W W W WXX[]F/O
F/O
F/O F/O [][][]XXO/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/E
O/EO/EW24"W24"W24"W24"W24"W24"W24"W24"W24"W24"W24"W24"W24"O/EO/EO/EF/OF/OF/OF/OF/OF/O
F/O F/O F/OF/OF/OF/OF/OF/OTELETELETELE TELE TELE TELE EX HOUSEEX HOUSEEX GARAGE
EX BUILDINGEX BUILDINGEX BUILDINGEX BUILDINGEX BUILDING60.7'24.7'60.7'24.7'24.3'48.9'24.3'48.9'16.2'16.2'60.2'
60.1'60.3'60.4'40.4'
40.5'31.4'
36.1'24.3'24.2'36.4'15.7'18.2'7.6'
9.9'
35.9'34.3'7.4'7.8'35.8'8.1'7.0'EX 4' CHAIN LINK FENCEEX 4' CHAIN LINK FENCEEX 2' WOOD FENCEEX WOOD FENCE
EX 6' PLASTIC FENCEEX WOOD POST W/CABLE WIRE FENCEHICKMAN ROAD(PUBLIC STREET - CONCRETE SURFACE - R.O.W. VARIES)4TH STREET
(PUBLIC STREET - CONCRETE / ASPHALT SURFACE)
EX CONCRETE WALK
EX CONCRETE WALK EX CONCRETEEX CONCRETEEX CONCRETEEX CONCRETEEX ROCKEX ASPHALTEX CONCRETE WALKEX ROCKUGG SIGN102510261026102710281028102910
2
9
102910281
0
2
8
103010301030
1030
10
2
9
10
2
8
1
0
2
7
10
2
7 1026102610271029EX CONCRETEEX ROCKEX ROCKEX 4' WOOD FENCEEX 4' WOOD FENCEEX BRICK EDGINGELM STREET(PUBLIC STREET - ASPHALT SURFACE)LOCATION PERXENIA ONE CALL MAPTELE TELE TELE
T
E
L
E
TELETELE EX 4' WOODFENCEEX CONCPOSSIBLE ENCROACHMENTEX DECK
WAUKEE UTILITIESWATERPER ONE CALL MAPMCI PER ONE CALL MAPCP #6ST18"ST 24"ST 24"
ST ST STF/OF/OF/OF/OF/OF/OF/O F/OF/OF/OF/OF/OF/OF/O
F/O F/OST6"ST6"ST 10"ST 10"ST 10"ST 10"ST 10"ST 10"ST 10"
SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"
G 2"
G 2"G 2"G 2"G 2"G 2"G2"W W W8"W8"W8"W8"WGGG2"G2"G2"FORCE MAIN LOCATIONPER CITY WAUKEE MAPWWW W
WWWWWSANSANSANSANWWW2,440 S.F.EXIST. CONC FLUMEEX GAS LINEPER WAUKEE UTILITIESONE CALL MAPW
DEMODEMODEMODEMO
DEMO
DEMODEMODEMODEMODEMODEMOPAVEMENT REMOVAL LIMITS(TYP)REMOVE TREE (TYP.)PAVEMENT REMOVAL LIMITS (TYP)DEMODEMODEMOROCKDEMODEMO REMOVE EX UTILITIES(COORDINATE W/ UTILITY PROVIDER)REMOVE EX OVERHEAD ELECTRICCONTRACTOR TO COORINATE WITH UTILITY PROVIDERREMOVE EX OVERHEAD ELECTRICCONTRACTOR TO COORINATE WITH UTILITY PROVIDERREMOVE EX OVERHEAD ELECTRICCONTRACTOR TO COORINATE WITH UTILITY PROVIDERPROTECT EX PAVEMENTSCOORDINATE WATER REMOVALWITH PLUMBING PLAN REMOVE EXISTSIDEWALKREMOVE & CAP EXSAN SERVICE AT MAINREMOVE & CAP EXSAN SERVICE AT MAINPROTECTINTAKEREMOVE WATER SERVICECAP AT MAINREMOVE WATER SERVICECAP AT MAINREMOVE EX GASCONTRACTOR TO COORINATE WITH UTILITY PROVIDERREMOVE EX GASCONTRACTOR TO COORINATEWITH UTILITY PROVIDERPROTECTEX SHRUBREMOVE & CAP EXSAN SERVICE AT MAINREMOVE EXWATER SERVICECAP AT MAIN49.50' CURB REMOVALDEMO NOTES:1.SAWCUT & REMOVE ALL PAVEMENT TO FULL DEPTH OF SLAB.2.PROTECT ALL TREES NOT CALLED OUT FOR REMOVAL WITHORANGE CONSTRUCTION FENCE AT THE DRIP LINE.3.PAVEMENT STRIPING CALLED OUT FOR REMOVAL SHALL BESANDBLASTED. NO GRINDING WILL BE ALLOWED.4.ALL EXISTING UTILITY SERVICES TO BE REMOVED ANDCAPPED AT THE MAIN5.CONTRACTOR SHALL OBTAIN DEMO PERMIT FROM THE CITYOF WAUKEE PRIOR TO ANY DEMO WORK.6.ANY WORK WITHIN THE DOT RIGHT OF WAY FOR HICKMANWILL REQUIRE A PERMIT FROM THE IOWA DOT.7.CONTRACTOR TO ABANDON ALL DISCONNECTED SERVICESAT THE MAIN.DEMO PLANC1.1REFERENCE NUMBER:3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:WILLIS USED CAR DEALERSHIP
400 W HICKMAN ROAD WAUKEE, IADJS1ST SUBMITTAL 5-14-192ND SUBMITTAL 6-21-19180621PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE020102040M:\LAND PROJECTS 2018\180621\DWG\C1.1 DEMO.DWG7/10/2019 3:59:47 PM
18'24'36'24'18'10'R4.5'R4'FUTURE BUILDINGEXPANSION1,200 S.F.FF = 1028.80DHC SIGNW/ BOLLARD4" PAINTED LINES (TYP.)66" PCC6" PCC6" PCC6" PCCVAN ACCESSIBLEHANDICAP SIGN4" PAINTED LINES (TYP.)95691014141454CURB(TYP.)5.57'DD4" PAINTED LINES (TYP.)TAPER CURB IN 5'TAPER CURB IN 5'TAPER CURB IN 5'TAPER CURB IN 5'9'9'24'9'9'18'9'(TYP)32.24'R20'R10'24'9'9'9'18'
INSTALL 21 L.F. NEW CURB &
GUTTER WHERE DRIVE
WAS REMOVED
INSTALL 26L.F. NEW CURB &GUTTER WHERE DRIVEWAS REMOVED11R15'R15'R5'R5'18'27.48'R4.
5
'R4.5'R
5
'
R
5
'12'18'24'18'19'26'30'40.5'24'9'8" PCCENTRANCE8" PCCENTRANCE LOT 1WILLIS WAUKEE1.28 ACRES400 W HICKMAN RD24'5'PROPOSED 10' PUEPROPOSED 10' PUEPROPOSED 10' PUE3' CURB CUTPROPOSED SIDEWALKEASEMENTSAN SAN SAN SAN SAN SAN SAN SAN SAN CP #1DTSDFF=1028.72
TSD6" PINEFF=1028.80FF=1028.73FF=1028.86GM
SWSOHYDWVTMBTTF/OMBF/OWVWVTTV[][]W W W W WF/O
F/O
F/O F/O
O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EW24"W24"W24"W24"W24"W24"W24"W24"W24"W24"W24"W24"F/OF/OF/OF/OF/OF/O
F/O F/O F/OF/OF/OF/OF/OF/OTELETELETELE TELE TELE TELEEX BUILDINGEX BUILDINGEX BUILDING60.3'60.4'40.4'
40.5'31.4'35.8'EX WOOD FENCE
EX 6' PLASTIC FENCEHICKMAN ROAD(PUBLIC STREET - CONCRETE SURFACE - R.O.W. VARIES)4TH STREET
(PUBLIC STREET - CONCRETE / ASPHALT SURFACE)EX CONCRETEEX CONCRETEEX CONCRETEEX CONCRETEUGG SIGNEX ROCKEX 4' WOOD FENCEOWNER :BRELSFORD PROPERTIES, LLCCLASS :C1 - COMMERCIALOWNER :SMITH, ROBERT D & LISA A JTRSCLASS :C1- COMMERCIALOWNER :ASHWORTH, LLCCLASS :C1A - COMMERCIALM - MULTI-RESIDENTIALOWNER :ASHWORTH, LLCCLASS :C1A-COMMERCIALR - RESIDENTIALOWNER :BEAN, STERLING CCLASS :R3 - RESIDENTIALELM STREET(PUBLIC STREET - ASPHALT SURFACE)70' R.OW.TELE TELE TELE
T
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TELETELEPOSSIBLE ENCROACHMENT16' R.O.W.CP #6ST18"ST 24"ST 24"
ST ST STF/OF/OF/OF/OF/OF/OF/O F/OF/OF/OF/OF/OF/OF/O
F/O F/OST6"ST6"ST 10"ST 10"ST 10"ST 10"ST 10"ST 10"ST 10"
SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"
G 2"
G 2"G 2"G 2"G 2"G 2"G2"W W W8"W8"W8"W8"WG2"G2"W W
WWWWW2,440 S.F.EXIST. CONC FLUME26.25'EX GAS LINEPER WAUKEE UTILITIESONE CALL MAP30' BUILDING SETBACK30' BUILDING SETBACK
OWNER :TRUDY, CLAYTONCLASS :C1 - COMMERCIALOWNER :WEST BAPTIST CHURCHCLASS :C1 - COMMERCIALOWNER :MRS VI ENTERPRISE LLCCLASS :C1 - COMMERCIALGENERAL NOTES:1.107 SPACES PROVIDEDLAYOUT PLAN/PRELIMINARY PLATC2.1REFERENCE NUMBER:3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:WILLIS USED CAR DEALERSHIP
400 W HICKMAN ROAD WAUKEE, IADJS1ST SUBMITTAL 5-14-192ND SUBMITTAL 6-21-19180621PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE020102040M:\LAND PROJECTS 2018\180621\DWG\C2.1 LAYOUT.DWG7/10/2019 3:59:52 PM
FUTURE BUILDINGEXPANSION1,200 S.F.FF = 1028.801029.09 EX ±1029.54 EX ±1029.08 EX ±1029.28 EX ±1029.58 EX ±1029.66 EX ±1027.52 EX ±1027.07 EX ±1028.33G EX ±1028.80 EX ±1025.38 EX ±1025.56 EX ±1028.531028.111028.43 TC1027.93 GR1028.96 EX ±1028.351027.58G1028.19TC1027.69G1029.76TC1029.26G1029.58TC1029.08G1028.50TC1028.00G1029.42TC1028.92GD1027.86 EX ±1028.14 EX ±1027.37 EX ±1028.15TC1027.65G1027.701027.741027.581028.201029.10TC1028.60 G1028.60TC1028.10G1028.01TC1027.51G1027.90DD1028.16EX1028.22EX1027.81EX1027.29EX1027.291027.58EX1027.65EX1028.02EX10281028
10281028.10EX1028.801028.111028.801028.801028.801028.80100-YR EL = 1028.05100-YR EL = 1027.431026.26G EX1026.27G EX1026.30G EX1028.66G EX ±1028.90G EX ±1029.15G EX ±1029.53G EX ±1029.47G EX ±1029.50G EX ±1029.85 EX ±1029.151029.141026.20 EX1029.77 EX1029.891026.88± EX1027.86± EX1027.30± EX1028.58± EX1026.93± EX1027.17EX100-YR EL = 1027.66EMERGENCYOVERFLOW ROUTEEMERGENCYOVERFLOW ROUTEEMERGENCYOVERFLOW ROUTE1026.26G EX1026.851026.781026.781026.711029.88 EX ±1029.901029.951029.981029.931.5%1.5%1.5%
1.5%6.7%6.7%5.6%
4.2%0.6%1.0%
1.0%0.6%0.6%
0.6%
0.7%1029.911026.52T/C EX1026.14G EX4.5%
8.0%
10.8%1029.861029.831029.881029.30G1029.25G1029.48G1029.43G1029.33G EX ±1029.30TC1028.80G1027.25GR1027.871028.231027.461028.111028.79TC1028.29G1028.321027.701029.50TC1029.00 G1029.95TC1029.45 G1027.621027.981029.32TC1028.82G1028.50TC1028.00G1029.75G1029.80G1029.85G1029.85G1027.601027.300.6%0.6%1.3%
1.3%
1.0%
1.0%1.0%4.3%1.0%1.0%1.0%6.2%
4.3%6.2%1.0%
1.0%1028102810
2
9
4.1%4.1%
7.6%1029.06TC1028.56G7.7%1027.00GR1027.40GR1028.05RIM1029.50TC1029.00G2.5%2.0%2.5%2.5%1.5%2.5%2.5%1.5%
2
.
5%2.0%10291029102910
2
8
10
2
8
3.0%2.5%1.0%6.2%
6.5%3.0%1028.90TC1028.40G1028.30TC1027.80GR1028.05TC1027.55GR1029.35TC1028.85G1028.651028.511028.461027.000.6%1026.331.5%1.5%1026.342.4%2.4%2.0%10.0%30%2.4
%1027.17± EX1.5%1.0%1.0%2.0%SAN SAN SAN SAN SAN SAN SAN SAN SAN CP #1DTSDFF=1028.72
TSDFF=1028.80FF=1028.73
FF=1028.86GM
SWSOHYDWVTMBTTF/OMBF/OWVWVTTV[][]W W W W WF/O
F/O
F/O F/O
O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO
/
E
O
/
E W24"W24"W24"W24"W24"W24"W24"W24"W24"W24"W24"W24"W24"F/OF/OF/OF/OF/OF/O
F/O F/O F/OF/OF/OF/OF/OF/OTELETELETELE TELE TELE TELEEX BUILDINGEX BUILDINGEX BUILDING60.3'60.4'40.4'
40.5'
31.4'35.8'HICKMAN ROAD(PUBLIC STREET - CONCRETE SURFACE - R.O.W. VARIES)4TH STREET
(PUBLIC STREET - CONCRETE / ASPHALT SURFACE)102510261026102710281028102910
2
9
102910281
0
2
8
103010301030
1030
10
2
9
10
2
8
1
0
2
7
10
2
7 1026102610271029ELM STREET(PUBLIC STREET - ASPHALT SURFACE)TELE TELE TELE
T
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L
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TELETELE CP #6ST18"ST 24"ST 24"ST18"ST ST STF/OF/OF/OF/OF/OF/OF/O F/OF/OF/OF/OF/OF/OF/OF/O
F/O F/OST6"ST6"ST 10"ST 10"ST 10"ST 10"ST 10"ST 10"ST 10"
SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"
G 2"
G 2"G 2"G 2"G 2"G 2"G2"W W W8"W8"W8"W8"WG2"G2"G2"W W
WWWWW2,440 S.F.EX GAS LINEPER WAUKEE UTILITIESONE CALL MAP30' BUILDING SETBACK30' BUILDING SETBACK TOPSOIL NOTES:1.STRIP AND STOCKPILE THE TOP 8" OF SOIL ON ALL DISTURBED AREAS.2.RESPREAD TOPSOIL TO A MINIMUM DEPTH OF 8" ON ALL GREEN (NON PAVED)AREAS. IMPORT TOPSOIL AS NECESSARY TO ACHIEVE A MINIMUM DEPTH OF 6".3.TOPSOIL SHALL BE FREE OF ALL ROCK AND DEBRIS LARGER THAN 3/4" IN SIZE.4.TOPSOIL IS DEFINED AS: FERTILE, FRIABLE LOAM, CAPABLE OF SUSTAININGVIGOROUS PLANT GROWTH, FROM WELL DRAINED SITE FREE FROM FLOODING, NOTIN FROZEN OR MUDDY CONDITIONS; REASONABLE FREE FROM SUBSOIL, CLAYLUMPS, ROOTS, GRASS, WEEDS, STONES LARGER THAN 3/4 INCH IN DIAMETER, ANDFOREIGN MATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5; CONTAINING MINIMUM 4PERCENT AND MAXIMUM 20 PERCENT ORGANIC MATTER.5.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.GRADING PLANC3.1REFERENCE NUMBER:3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:WILLIS USED CAR DEALERSHIP
400 W HICKMAN ROAD WAUKEE, IADJS1ST SUBMITTAL 5-14-192ND SUBMITTAL 6-21-19180621PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE020102040GRADING LEGEND:EXISTING CONTOURPROPOSED CONTOURFINISHED GROUND ELEVATIONTOP OF CURB ELEVATIONGUTTER ELEVATIONTOP OF WALL ELEVATIONBOTTOM OF WALL ELEVATIONEDGE OF WALK ELEVATIONTOP OF STAIR ELEVATIONBOTTOM OF STAIR ELEVATIONNOTE: WALL ELEVATIONS SHOWN ON PLAN ARE FINISHEDGROUND GRADES AT THE TOP AND BOTTOM OF THE WALL.150.50E/W150.50B/W150.50T/W150.50G150.50T/C150.50150150150.50T/S150.50B/SM:\LAND PROJECTS 2018\180621\DWG\C3.1 GRADING.DWG7/10/2019 3:59:57 PM
FUTURE BUILDINGEXPANSION1,200 S.F.FF = 1028.80DP#3 38 L.F 15" RCP@S=1.0%P#2 91 L.F 12" RCP
@S=0.75%P#1 34
L
.F
12"
RCP@S=0.75%P#5 119 L.F 15" RCP@S=0.80%STORM STRUCT #5MODIFIED SW-401(SEE DETAIL)RIM=1028.05FL(S)=1022.04FL(E)=1022.04FL(NW)=1021.94STORM STRUCT #3SW-511 INTAKEGR=1027.00FL(S)=1022.98FL(N)=1022.88STORM STRUCT #2SW-511 INTAKEGR=1027.25FL(W)=1023.76FL(N)=1023.66STORM STRUCT #1SW-501 INTAKETC=1028.43GR=1027.93FL(E)=1024.01DDP#4 69 L.F 15" RCP@S=1.0%STORM STRUCT #6SW-501 MHRIM=1025.70FL(W)=1021.15FL(Se)=1021.25STORM STRUCT #4SW-401 MHRIM=1027.37FL(N)=1023.71FL(S)=1022.50FL(E)=1022.12PROPOSED UNDERGOUND DETENTIONREQUIRED VOLUME =7,300 CFDC-780 CHAMBERSCRITICAL CROSSINGFL(15")=1021.40TOP OF ST= 1022.57BOTTOM OF ST = 1021.03TOP OF WATER = 1009.91100-YR EL = 1028.05100-YR EL = 1027.43100-YR EL = 1027.66CONNECTION TOEXISTING STORM INTAKESHALL BE CORE DRILLEDAND SOIL TIGHT SEALEDFL(E)=1020.20CRITICAL CROSSINGFL(15")=1022.75TOP OF PIPE = 1024.16BOTTOM OF PIPE = 1022.59BEND WATER UNDER(MIN 18" OF SEPARATION)LIGHT POLE(REF ELEC)LIGHT POLE(REF ELEC)LIGHT POLE(REF ELEC)LIGHT POLE(REF ELEC)LIGHT POLE(REF ELEC)LIGHT POLE(REF ELEC)LIGHT POLE(REF ELEC)LIGHT POLE(REF ELEC)LIGHT POLE(REF ELEC)LIGHT POLE(REF ELEC)LIGHT POLE(REF ELEC)LIGHT POLE(REF ELEC)R1
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SAN SAN SAN SAN SAN SAN SAN SAN SAN CP #1DEX STORM MHRIM=1027.18FL = 1022.43 (N)FL = 1023.58 (N)TSDEX STORM MHRIM=1025.55FL = 1019.95 (SW)FL = 1019.85 (N)FF=1028.72
TSDEX STORM MHRIM=1024.01FL = 1020.61 (NE)FL = 1020.71 (W)FF=1028.80FF=1028.73
FF=1028.86GM
SEX SAN MHRIM=1026.89INV = 1022.94EX INTAKERIM=1026.53FL = 1023.05 (NE)FL = 1023.24 (SW)WSOHYDTBM: ARROW ON HYDRANTELEV=1029.50WVTMBTTF/OMBF/OWVWVTTV[][]W W W W WF/O
F/O
F/O F/O
O/E O/E O/E O/E O/E O/E O/E O/E O/E O/E O/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EW24"W24"W24"W24"W24"W24"W24"W24"W24"W24"W24"W24"W24"F/OF/OF/OF/OF/OF/O
F/O F/O F/OF/OF/OF/OF/OF/OTELETELETELE TELE TELE TELEEX BUILDINGEX BUILDINGEX BUILDING60.3'60.4'40.4'
40.5'
31.4'35.8'HICKMAN ROAD(PUBLIC STREET - CONCRETE SURFACE - R.O.W. VARIES)4TH STREET
(PUBLIC STREET - CONCRETE / ASPHALT SURFACE)ELM STREET(PUBLIC STREET - ASPHALT SURFACE)LOCATION PERXENIA ONE CALL MAPTELE TELE TELE
T
E
L
E
TELETELE WAUKEE UTILITIESWATERPER ONE CALL MAPMCI PER ONE CALL MAPCP #6ST18"ST 24"ST 24"
ST ST STF/OF/OF/OF/OF/OF/OF/O F/OF/OF/OF/OF/OF/OF/OF/O
F/O F/OST6"ST6"ST 10"ST 10"ST 10"ST 10"ST 10"ST 10"ST 10"
SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"
G 2"
G 2"G 2"G 2"G 2"G 2"G2"W W W8"W8"W8"W8"WG2"G2"G2"FORCE MAIN LOCATIONPER CITY WAUKEE MAPW W
WWWWW2,440 S.F.EX GAS LINEPER WAUKEE UTILITIESONE CALL MAP30' BUILDING SETBACK30' BUILDING SETBACK UTILITY NOTES:1.ALL PROPOSED UTILTIES SHALL BE PRIVATE, UNLESS NOTED OTHERWISE.2.ALL WATER LINES SHALL HAVE A MINIMUM OF 5.5' OF COVER UNLESS NOTED OTHERWISE.3.FIRE HYDRANT ASSEMBLY SHALL INCLUDE THE TEE, BRANCH, VALVE AND HYDRANT.4.PIPE LENGTHS CALLED OUT ON PLANS INCLUDE FLARED END SECTION, WHERE APPLICABLE.5.STORM SEWER CALLED OUT AS RCP MUST BE CLASS III RCP.6.STORM SEWER CALLED OUT AS N-12 MAY BE EITHER N-12 OR CLASS III RCP.7.FOR RCP PIPE, ASSOCIATED F.E.S. MUST BE RCP. FOR N-12 PIPE, ASSOCIATED F.E.S. SHALL BE CMP.8.TRANSFORMER PAD IS SHOWN FOR REFERENCE ONLY AND MAY NOT BE DRAWN TO ACTUAL SIZE.PAD SHALL CONFORM TO ALL UTILITY COMPANY DESIGN STANDARDS AND SPECIFICATIONS.UTILITY PLANC4.1REFERENCE NUMBER:3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:WILLIS USED CAR DEALERSHIP
400 W HICKMAN ROAD WAUKEE, IADJS1ST SUBMITTAL 5-14-192ND SUBMITTAL 6-21-19180621PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE020102040M:\LAND PROJECTS 2018\180621\DWG\C4.1 UTILITY.DWG7/10/2019 4:00:02 PM
FUTURE BUILDINGEXPANSION1,200 S.F.FF = 1028.80DDD10281028
10281028102810
2
910291029
102910
2
8
10
2
8
SAN SAN SAN SAN SAN SAN SAN TSDFF=1028.72
TS6" PINEFF=1028.80FF=1028.73
FF=1028.86GM
SWSOHYDWVTMBTTF/OMBF/OTTV[][]W W W W WF/O
F/O
F/O F/O
O/E O/E O/E O/E O/E O/E O/E O/E O/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO
/
EO/E24"W24"W24"W24"W24"W24"W24"W24"W24"W24"W24"W24"F/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OTELETELETELE TELE TELE TELEEX BUILDINGEX BUILDING60.3'60.4'40.4'
40.5'
31.4'
EX WOOD FENCE
HICKMAN ROAD(PUBLIC STREET - CONCRETE SURFACE - R.O.W. VARIES)4TH STREET
(PUBLIC STREET - CONCRETE / ASPHALT SURFACE)EX CONCRETEEX CONCRETEEX CONCRETEEX CONCRETEUGG SIGN1026102710281028102910
2
9
102910281
0
2
8
103010301030
10
2
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2
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1
0
2
7
10
2
7 1026102610271029EX 4' WOOD FENCEELM STREET(PUBLIC STREET - ASPHALT SURFACE)TELE TELE TELE
T
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E
TELEPOSSIBLE ENCROACHMENTST 24"ST 24"F/OF/OF/OF/OF/OF/OF/O F/OF/OF/OF/OF/OST6"ST6"10"ST 10"ST 10"ST 10"ST 10"ST 10"
SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"
G 2"G 2"G 2"G 2"G2"W8"W8"W8"W8"WG2"W W
WWWWW2,440 S.F.EXIST. CONC FLUMEEX GAS LINEPER WAUKEE UTILITIESONE CALL MAP30' BUILDING SETBACK30' BUILDING SETBACKSH1RO1SH1KF3BD6 KF9BD12KF9BD13SH1AB4RO1GB2GB1GB1SH1LL5SODSODSODSODSODSODSODSODSODKF3BD6KF3BD6KF3KF7KF3AW21SODAV6EXISTING SHRUBS ONADJACENT PROPERTYSODSODSODSODLANDSCAPE NOTES:1.ALL SODING & LANDSCAPE PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE URBAN STANDARDSPECIFICATIONS, UNLESS SPECIFIED OTHERWISE.2.SOD ALL DISTURBED AREAS WITHIN THE CONTRACT LIMITS, UNLESS NOTED OTHERWISE. SOD LIMITS SHOWN ONPLAN ARE FOR REFERENCE ONLY. FINAL LIMITS MAY CHANGE BASED ON CONSTRUCTION ACTIVITIES.3.PLANT QUANTITIES ARE FOR CONTRACTORS CONVENIENCE, THE DRAWING SHALL PREVAIL IF A CONFLICT OCCURS.4.ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERYSTOCK (ANSI Z60.1).5.CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OFACCEPTANCE.6.IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE IDENTIFICATION TAGS AND CORDS ON ALL PLANT MATERIALPRIOR TO THE COMPLETION OF THE CONTRACT. IDENTIFICATION TAGS MUST BE LEFT ON UNTIL AFTERACCEPTANCE BY OWNER OR OWNER'S REPRESENTATIVE.7.CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES AND SHRUBS TO A DEPTH OF 4INCHES, UNLESS NOTED.8.STAKE AND WRAP ALL DECIDUOUS TREES IMMEDIATELY AFTER PLANTING. STAKE ALL TREES ACCORDING TO THESTAKING DETAILS. CONTRACTOR SHALL ADJUST AND MAINTAIN GUYING TENSION THROUGHOUT THE PLANTESTABLISHMENT PERIOD.9.THE LANDSCAPING CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BEFORE STARTING ANY SITE WORK ORPLANTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES.10.NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATION OF THE LANDSCAPE ARCHITECT,AND APPROVAL, IN WRITING, BY THE WAUKEE DEVELOPMENT SERVICES DEPARTMENT.11.ALL LANDSCAPE BEDS SHALL BE SPADE CUT EDGE.12.CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OF WATERING FOR ALL NEW PLANTSFOR A PERIOD OF 30 DAYS.13.ALL SHRUB AND PERENNIAL PLANTING BEDS SHALL BE MULCHED WITH 4" THICK SHREDDED HARDWOOD MULCH.14.ALL BEDS TO RECEIVE GRANULAR PRE-EMERGENT WEED CONTROL BEFORE AND AFTER MULCH IS INSTALLED.LANDSCAPE PLANC5.1REFERENCE NUMBER:3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:WILLIS USED CAR DEALERSHIP
400 W HICKMAN ROAD WAUKEE, IADJS1ST SUBMITTAL 5-14-192ND SUBMITTAL 6-21-19180621PRELIMINARY- NOT FOR CONSTRUCTIONGRAPHIC SCALE020102040DO NOT CUT CENTRAL LEADERWRAP TRUNK WITH APPROVEDTREE WRAP TO FIRST BRANCH4" DEEP HARDWOOD MULCHCUT SYNTHETIC CORDS AROUNDROOTBALL AND TRUNK -ENTIRELYREMOVE WIRE BASKETS FROM BALLSET ROOTBALL ON UNDISTURBEDSUBGRADEDECIDUOUS TREE PLANTING (TYP.)NOT TO SCALESCALE:SCARIFY SIDES & BOTTOM OFPLANTING PITSTAKING ORIENTATIONNORTHNORTH2 STAKES - 3" CAL. & LESS3 STAKES - GREATER THAN 3" CAL.3'-0"SET ROOTBALL FLUSH WITHFINISHED GRADEDO NOT PLACE MULCH INCONTACT WITH BASE OF TREEPRUNE ANY DEAD/DAMAGEDBRANCHING FROM TREE.MAINTAIN OVERALL APPEARANCE.USE HOSE GUARDS AROUNDTRUNK ON STAKING WIRE. TIEWIRE TO STEEL POSTS PLACEDOUTSIDE PLANT PIT..LEAVE STAKES IN PLACE NO MORETHAN 1 YEAR FROM INSTALLATION.CONTRACTOR RESPONSIBLE FORREMOVAL.DECIDUOUS SHRUB DETAILEVERGREEN SHRUB DETAILPLANTING ON SLOPESFIRMLY COMPACT SAUCER(USE TOPSOIL)ORIGINAL GROUND LINESUB-SOIL4" MULCHPLANTING PIT TWICETHE WIDTH OF ROOTBALL12SHRUB PLANTING (TYP)NOT TO SCALESCALE:PLANTING SCHEDULEM:\LAND PROJECTS 2018\180621\DWG\C5.1 LANDSCAPE.DWG7/10/2019 4:00:08 PM 3" ROCKGENERAL LANDSCAPE REQUIREMENTSTOTAL SQUARE FOOTAGE OF PROJECT AREA55,701 SFREQUIRED OPEN SPACE(20%)11,140 SFGENERAL OPEN SPACE REQUIREMENTTOTAL REQUIRED TREES (1 / 1000 SF OPEN SPACE)(11.1) 12TOTAL REQUIRED SHRUBS (1 / 1000 SF OPEN SPACE)(11.1) 12TREES PROVIDED 14SHRUBS PROVIDED17PARKING PERIMETER SHRUBS64PARKING PERIMETER GRASSES40PARKING PERIMETER REQUIREMENTSTOTAL LENGTH OF PARKING PERIMETER ADJACENT TO HICKMAN174 LFREQUIRED OVERSTORY TREES (1 / 40 LF)4.35 (5)TOTAL LENGTH OF PARKING PERIMETER ADJACENT TO 4TH STREET144 LFREQUIRED OVERSTORY TREES (1 / 40 LF)3.6 (4)TOTAL LENGTH OF PARKING PERIMETER ADJACENT TO ELM STREET102 LFREQUIRED OVERSTORY TREES (1 / 40 LF)2.6 (3)NOTE:ALL DECIDUOUS OVERSTORY TREES SHALL HAVE A MINIMUM HEIGHT OF 8' (MEASURED FROM TOP OF ROOT BALL)ALL EVERGREEN OVERSTORY TREES SHALL HAVE A MINIMUM HEIGHT OF 6' (MEASURED FROM TOP OF ROOT BALL)ALL DECIDUOUS ORNAMENTAL TREES SHALL HAVE A MINIMUM HEIGHT OF 6' (MEASURED FROM TOP OF ROOT BALL)
DETAILS SHEETC6.1REFERENCE NUMBER:3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:WILLIS USED CAR DEALERSHIP
400 W HICKMAN ROAD WAUKEE, IADJS1ST SUBMITTAL 5-14-192ND SUBMITTAL 6-21-19180621PRELIMINARY- NOT FOR CONSTRUCTIONM:\LAND PROJECTS 2018\180621\DWG\C6.1 DETAIL.DWG 7/10/2019 4:00:15 PM NOT TO SCALER 2"R 1"MATCH PAVEMENTTHICKNESSVARIES4.5"3"12" COMPACTEDSUBGRADE95% STD PROCTOR2-6" LIFTS4000 PSIP.C.C.6" PCC, C4 MIX(UNLESS NOTEDOTHERWISE)PAVING & CURB DETAILBOLLARD W/ PARKING SIGN DETAILCONCRETE DRIVEWAY TYPE A48"20"6" DIA 1.25OZ/SFGALVANIZED STEEL POSTEMBEDDED IN CONCRETEFILL PIPE W/ CONCRETEINSTALL BOLLARD 24" INTO SIDEWALKMEASURED FROM EDGE OF PARKINGSTALL TO CENTER OF BOLLARDCLASS "A" CONC FOUNDATIONCENTERED ON BOLLARDEDGE OF PARKING STALLCONC WALK. SEE OTHER DETAILSMUTCD R7-8 (RESERVEDPARKING) SIGN2" DIAMETER GALVANIZEDSTEEL POLEMUTCD R7-8a OR R7-8b (VAN ACCESSIBLE)SIGN AS CALLED OUT ON PLANSSTEEL POLE CEMENTEDINTO BOLLARD CENTERNOTES:1.) FOR HANDICAP STALLS INFRONT OF CURB, INSTALL POLE2' FROM BACK OF CURB.DIRECT BURY POLE 4' MIN INTOGROUND WITHOUT INSTALLINGBOLLARD2.) INSTALL ADDITIONALSIGNAGE ON POST, SUCH ASSPACE RESERVED FOR UNIT #,PER OWNERS DIRECTION24"36"60"1/2" SEALEDEXPANSION JOINT6"NOT TO SCALEParallel Ramp (if required)StandardSidewalk 1'-0"(typ.)Grade BreakSpecial ShapingParallel Curb Ramp: If normal sidewalkelevation cannot be achieved with theperpendicular ramp between the streetand landing due to limited ramp length,provide a parallel ramp to make up theelevation difference between thelanding and the standard sidewalk.The length of the parallel ramp is notrequired to exceed 15 feet, regardlessof the resulting slope. Do not exceed8.3% slope for parallel ramps shorterthan 15 feet.Turning Space: Target slope of 1.5%with maximum slope perpendicular to thetravel directions of 2.0%. Minimum 5feet by 5 feet.Perpendicular Curb Ramp: Targetrunning slope of 6.25% with maximumrunning slope of 8.3%.Target cross slope of 1.5% with amaximum cross slope of 2.0%.Match pedestrian street crossing crossslope or flatter.567877568899 5' MIN 5
'
M
INVARIES 5" PCC WALK12"SLOPE 1.5% (DESIRED - 2% MAX)FINISH WITH 3/4" RADIUS TOOLPARKING LOT PAVEMENT18"(DIRECTION SHOWN ON GRADING PLANS)VARIESSEALED 'E' JOINTSEE DETAIL A12" SUBGRADEPREP.1" NOMINAL5/8"RESILIENT JOINT FILLERDETAIL A: NOT TO SCALETURNED DOWN WALK DETAIL(SIDEWALK INTEGRAL WITH CURB)NOT TO SCALE5C6.1VARIES, 6" TYPSIDEWALK DETAILNOT TO SCALEFINISHED GROUND GRADE(INCLUDING SOD) SHALL BE1/4" BELOW FINISHED PAVEMENTGRADE ON DOWNHILL SIDEWIDTH PER PLAN5" PCC (UNLESS NOTED OTHERWISE)NOTE: SLOPE SIDEWALK INACCORDANCE WITH GRADING PLAN,1.5% CROSS SLOPE6" COMPACTED SUBASE3C6.11C6.12C6.16C6.1ADA SIDEWALK AND RAMP DETAILNOT TO SCALE7C6.1NOT TO SCALE$200 FEE FOR VIOLATIONTO BE NOTED ON SIGNNOTE:IN ADA ZONES, SIDEWALK SHALLBE FLUSH WITH PARKING LOTPAVEMENT. SEE SHEET C2.112" RCP INLETELEV. = 1022.04WEIR WALL ELEVATION = 1024.04WEIR LENGTH = WIDTH OF MANHOLE5.7" DIA. HOLEELEV. = 1021.94OWNER SHALL CLEAN OUTORIFICE AS NECESSARYRIM = 1028.5312" RCP OUTLETELEV. = 1021.942' SUMPDEPTHMODIFIED SW 401 MANHOLE STRUCTURESCALE NONE8C6.1MODIFIED 30" NYLOPLAST STRUCTURESCALE NONE9C6.16" CONCRETE WEIR WALL15" RCPFL=1021.9412" N-12FL=1022.04WEIR WALL ELEVATION = 1024.04CONCRETE WEIR WALL TO BEATTACHED TO MANHOLE WALLS12" N-12FL=1022.044C6.1NOT TO SCALESEE SECTION DETAIL 'A'AT RIGHTSECTION DETAIL 'A'CASTING SUPPORT PAD6"X45 DEGREEBEND10'-0" MIN.18"X18"X6" THICKSQUARE CONCRETE PADCLEANOUT DETAILPVC PIPE STUBFITTING CLEANOUTADADPTERTHREADED PLUGTERMINATION OF SERVICE LINEWYE FITTING12" RCP FL(N)=1022.026" SUBDRAININV = 1022.02
DETAILS SHEETC6.2REFERENCE NUMBER:3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:WILLIS USED CAR DEALERSHIP
400 W HICKMAN ROAD WAUKEE, IADJS1ST SUBMITTAL 5-14-192ND SUBMITTAL 6-21-19180621PRELIMINARY- NOT FOR CONSTRUCTIONM:\LAND PROJECTS 2018\180621\DWG\C6.1 DETAIL.DWG 7/10/2019 4:00:19 PM
DETAILS SHEETC6.3REFERENCE NUMBER:3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:WILLIS USED CAR DEALERSHIP
400 W HICKMAN ROAD WAUKEE, IADJS1ST SUBMITTAL 5-14-192ND SUBMITTAL 6-21-19180621PRELIMINARY- NOT FOR CONSTRUCTIONM:\LAND PROJECTS 2018\180621\DWG\C6.1 DETAIL.DWG 7/10/2019 4:00:28 PM
FUTURE BUILDINGEXPANSION1,200 S.F.FF = 1028.80DDD10281028
1028SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFINLET PROTECTIONINLET PROTECTIONINLET PROTECTIONTEMP ROCK ENTRANCETOPSOIL STOCKPILECONCRETE WASHOUT, STAGING,STORAGE AND OUTHOUSEXXXX XXSILT FENCESILT SOCKFILTER1028102810
2
910291029
102910
2
8
10
2
8
SAN SAN SAN SAN SAN SAN SAN TSDFF=1028.72
TSFF=1028.80FF=1028.73
FF=1028.86GM
SWSOHYDWVTMBMBF/OWVTTV[][]W W W W WF/O
F/O
F/O F/O
O/E O/E O/E O/E O/E O/E O/E O/E O/E O/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/EO/E W24"W24"W24"W24"W24"W24"W24"W24"W24"W24"W24"F/OF/OF/OF/OF/OF/O
F/O F/OF/OF/OF/OF/OF/OTELETELETELE TELE TELE TELEEX BUILDINGEX BUILDINGEX BUILDING60.3'60.4'40.4'
40.5'31.4'35.8'HICKMAN ROAD(PUBLIC STREET - CONCRETE SURFACE - R.O.W. VARIES)4TH STREET
(PUBLIC STREET - CONCRETE / ASPHALT SURFACE)1026102710281028102910
2
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102910281
0
2
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1030103010
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1
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7 1026102610271029ELM STREET(PUBLIC STREET - ASPHALT SURFACE)TELE TELE
ST 24"ST 24"F/OF/OF/OF/OF/OF/OF/O F/OF/OF/OF/OF/OST6"STST 10"ST 10"ST 10"ST 10"ST 10"ST 10"
SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"SAN 12"
G 2"G 2"G 2"G 2"G 2"G2"W W8"W8"W8"W8"WG2"W W
WWWWW2,440 S.F.EX GAS LINEPER WAUKEE UTILITIESONE CALL MAPCONSTRUCTION LIMITSAREA OF DISTURBANCESWPPPC7.1REFERENCE NUMBER:3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:WILLIS USED CAR DEALERSHIP
400 W HICKMAN ROAD WAUKEE, IADJS1ST SUBMITTAL 5-14-192ND SUBMITTAL 6-21-19180621PRELIMINARY- NOT FOR CONSTRUCTION
GRAPHIC SCALE020102040STORM WATER POLLUTION PREVENTION PLANVICINITY MAPSCALE: 1' = 1,000'IOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.UTILITY NOTE:THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS ARE TAKEN FROMEXISTING PUBLIC RECORDS AND ARE APPROXIMATE LOCATIONS. THE EXACTLOCATIONS OF ALL UTILITIES MUST BE ASCERTAINED IN THE FIELD. IT SHALL BETHE DUTY OF THE CONTRACTOR TO DETERMINE WHETHER ANY ADDITIONALFACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT.EROSION CONTROL REMOVAL NOTES:1.AFTER FINAL STABILIZATION HAS OCCURED, AS DEFINED IN NPDES GENERALPERMIT NO. 2, CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OFALL TEMPORARY EROSION CONTROL DEVICES INCLUDING, BUT NOT LIMITEDTO: SILT FENCE, INLET PROTECTION, AND TEMPORARY STANDPIPES.LEGEND: 120 EXISTING CONTOUR 120 PROPOSED CONTOUR SF SOCK FILTER SAN SANITARY SEWER ST STORM SEWER W WATER LINE G GAS LINEU/E UNDERGROUND ELECTRICO/E OVERHEAD ELECTRICTELETELEPHONE LINEF/OFIBER OPTICCATVCABLE TVSTORM MANHOLECURB INTAKESURFACE INTAKEFLARED END SECTIONSANITARY MANHOLECLEANOUTFIRE HYDRANTSPRINKLERIRRIGATION CONTROL VALVEWATER MANHOLEWELLWATER VALVEWATER SHUT OFFYARD HYDRANTELECTRIC MANHOLEELECTRIC METERELECTRIC RISERELECTRIC VAULTPOWER POLETRANSFORMER POLELIGHT POLEELECTRIC JUNCTION BOXELECTRIC PANELTRANSFORMERGROUND LIGHTGUY WIREELECTRIC HANDHOLEGAS METERGAS VALVEAIR CONDITIONING UNITTELEPHONE RISERTELEPHONE VAULTTELEPHONE MANHOLETRAFFIC SIGNAL MANHOLEFIBER OPTIC RISERFIBER OPTIC FAULTCABLE TV RISERSIGNDSCOHYDI
CVWWSOYADREEMEELECEJEPGMGVA/CTTELTTSFOF/OTVWWVNOT TO SCALESITE ENTRANCE DETAILTEMP. ROCK ENTRANCE(PLAN VIEW)(PROFILE VIEW)TEMP. ROCK ENTRANCE3" CLEANLIMESTONEPLACE ROCKON FABRICSTABILIZED ENTRANCE SHALL BE ATLEAST 50' LONG AND EXTEND TO THEPUBLIC ROADWAY.NOT TO SCALEINLET5'-0"5'-0"'T' FENCE POST, 5' MIN.NOTES:1. SECURE TOP OF FABRIC TOPOSTS, USING CABLE TIES ORWIRE.2. FABRIC TO BE BURIED 12", ANDFOLDED ALONG BOTTOM.3. STEEL POSTS TO BE EMBEDDED28".(PLAN VIEW)DROP INLET BASKETPROTECTIONSILT FENCE FABRICIF APPLICABLEINLET PROTECTION DETAILNOT TO SCALENOTES:1. 1 C.Y. CONCRETE BAG SHALL BE REQUIRED AT ANYLOCATION WHERE CONCRETE IS USED.2. CONCRETE WASHOUT DUMPSTER W/ HEAVY DUTYLINER IS AN ACCEPTIBLE ALTERNATIVE(PLAN VIEW)1 C.Y. CONCRETEWASH-OUT BAG'T' FENCE POST5' MINCONCRETE WASH-OUT BAG DETAIL(PROFILE VIEW)1 C.Y. CONCRETEWASH-OUT BAGM:\LAND PROJECTS 2018\180621\DWG\C7.1 SWPPP.DWG7/10/2019 4:00:37 PM PROPERTY DESCRIPTION:(WARRANTY DEED BOOK 2018, PAGE 24215)COMMENCING AT A POINT WHERE THE NORTH LINE OF THE ALLEY RUNNING EAST ANDWEST ALONG THE NORTH SIDE BLOCK THREE (3) OF THE RE-PLAT OF THE FIRSTADDITION TO THE TOWN OF WAUKEE, DALLAS COUNTY, IOWA, INTERSECTS THE WESTLINE OF FOURTH STREET IN SAID TOWN, THENCE NORTH ALONG WEST LINE OFFOURTH STREET, 80 FEET, THENCE WEST 8 RODS, LESS 2 FEET, THENCE SOUTH 80FEET, THENCE EAST 8 RODS, LESS 2 FEET TO THE PLACE OF BEGINNING. BEING A PARTOF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER (NE 1/4 NW 1/4) OFSECTION THIRTY-THREE (33), TOWNSHIP (79) NORTH, RANGE TWENTY-SIX (26) WEST OFTHE 5TH P.M., DALLAS COUNTY, IOWA.ANDTHAT PART OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER (NE 1/4 NW1/4) OF SECTION THIRTY-THREE (33), TOWNSHIP (79) NORTH, RANGE TWENTY-SIX (26)WEST OF THE 5TH P.M., IN THE TOWN OF WAUKEE, DALLAS COUNTY, IOWA, WHICH ISBOUNDED AND DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 213 FEET WEST OFTHE NORTHEAST CORNER OF SAID NE 1/4 NW 1/4 OF SECTION 33-79-26, THENCE SOUTH109 FEET, THENCE WEST 130 FEET, THENCE NORTH 109, THENCE EAST 130 FEET TOSAID POINT OF BEGINNING OF THIS DESCRIPTION.ANDTHAT PART OF THE NORTHEAST QUARTER OF THE THE NORTHWEST QUARTER (NE 1/4NW 1/4) OF THE SECTION THIRTY-THREE (33), TOWNSHIP (79) NORTH, RANGETWENTY-SIX (26) WEST OF THE 5TH P.M., IN THE TOWN OF WAUKEE, DALLAS COUNTY,IOWA, WHICH IS BOUNDED AND DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 213FEET WEST AND 109 FEET SOUTH OF THE NORTHEAST CORNER OF SAID NE 1/4 NW 1/4OF 33-79-26 AND THENCE SOUTH 75 FEET; THENCE WEST 130; THENCE NORTH 75 FEET;THENCE EAST 130 FEET TO SAID POINT OF BEGINNING.AND(WARRANTY DEED BOOK 2018, PAGE 223828)THE WEST 112 FEET OF THE EAST 455 FEET OF THE NORTH 264 FEET OF THENORTHWEST 1/4 OF SECTION 33, TOWNSHIP 79 NORTH, RANGE 26 WEST OF THE 5THP.M., WAUKEE, DALLAS COUNTY, IOWA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:COMMENCING AT THE NORTH 1/4 CORNER OF SAID SECTION 33; THENCE N89°41'30"WALONG THE NORTH LINE OF THE NW 1/4 OF SAID SECTION 33 A DISTANCE OF 466.65FEET; THENCE S01°04'14"E A DISTANCE OF 33.00 FEET TO A POINT ON THE SOUTHRIGHT OF WAY LINE OF U.S. HIGHWAY NO. 6 AS IT IS PRESENTLY ESTABLISHED, SAIDPOINT ALSO BEING THE POINT OF BEGINNING; THENCE S01°04'14"E A DISTANCE 231.00FEET; THENCE S89°41'30"E A DISTANCE OF 112.00 FEET; THENCE N01°04'14"W ADISTANCE OF 231.00 FEET TO A POINT ON THE SOUTH RIGHT OF WAY LINE OF SAID U.S.HIGHWAY NO. 6; THENCE N89°41'30"W PARALLEL WITH AND 33.00 FEET SOUTH OF THENORTH LINE OF THE NW 1/4 OF SAID SECTION 33 AND ALONG THE SOUTH RIGHT OFWAY LINE OF SAID HIGHTWAY NO. 6 A DISTANCE OF 112.00 FEET TO THE POINT OFBEGINNING. SAID TRACT CONTAINS 0.59 ACRES MORE OR LESSSAID TRACT OF LAND CONTAINS A TOTAL OF 55,701.92 SQ FT, 1.28 ACRES MORE ORLESS.ADDRESS:400 HIGHWAY 6WAUKEE, IA 50263OWNER:RJW, LLC2121 NW 100TH STDES MOINES, IA 50325PREPARED FOR:RICH WILLISWILLIS AUTO CAMPUS2121 NW 100TH STREETCLIVE, IOWA 50325DISTURBED AREA:DISTURBED AREA: 1.06 ACRESULTIMATE DISCHARGE = WALNUT CREEKBENCHMARK:CP 1NORTHING: 58855.17EASTING: 1535562.01ELEV :1026.93CP 6NORTHING: 588481.77EASTING: 1535787.80ELEV: 1027.50EROSION CONTROL QUANTITIES:INLET PROTECTION 4 EASOCK FILTER 180 FEETSILT FENCE193 FEETEROSION CONTROL NOTES:1.SEE SUPPLEMENTAL DETAIL STORM WATER POLLUTION PLAN NARRATIVEFOR ALL EROSION CONTROL MEASURES, ADDITIONAL DETAILS ANDNOTE. ADDITIONAL NOTES AND MEASURES IN NARRATIVE SHALL BECONSIDERED INCIDENTAL AND SHALL BE INCLUDED IN THE ORIGINAL BID.2.SWPPP PLAN AND NARRATIVE ARE CONSIDERED A LIVING DOCUMENTAND WILL NEED PERIODIC UPDATES AND ADJUSTMENTS AS NECESSARYDEPENDING ON SITE CONDITIONS TO ASSURE COMPLIANCE WITH NPDESGENERAL PERMIT NO. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TOUPDATE THE SWPPP AND IMPLEMENT ANY AND ALL MEASURESNECESSARY TO COMPLY WITH SAID PERMIT NO. 2.3.INSTALL PERIMETER SILT FENCE AS SHOWN ON PLANS PRIOR TOCONSTRUCTION.4.INSTALL INTAKE PROTECTION WITH SILT FENCE IMMEDIATELY AFTERSTORM SEWER CONSTRUCTION.5.INSTALL FINISHED PAVING INLET PROTECTION IMMEDIATELY AFTERPAVING IS COMPLETED AROUND INTAKE.6.OTHER EROSION CONTROL TYPES MAY NOT BE SUBSTITUTED FOR SILTFENCE.7.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING A CONCRETEWASHOUT IN ACCORDANCE WITH NPDES GENERAL PERMIT NO. 2 DURINGALL CONCRETE WORK. CONCRETE WASHOUT SHALL MEET SUDAS SPEC11050.8.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING TEMPORARYRESTROOM FACILITIES. SANITARY WASTE SHALL BE DISPOSED OF PERALL FEDERAL, STATE AND LOCAL REGULATIONS.9.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.10.THIS PROJECT INCLUDES SAWCUTTING OR CONCRETE GRINDING SOPROTECTION OF STORM SEWERS AND DRAINAGE WAYS WILL NEED TO BEPROVIDED FROM SLURRY FROM THE CONCRETE OPERATIONS TODISCHARGE OFFSITE. SEE SWPPP SHEET AND NARRATIVE FORADDITIONAL DETAILS.11.CONTRACTOR SHALL PROVIDE APPROPRIATE CONTROLS TO PREVENTDISCHARGES FROM ANY AND ALL DEWATERING ACTIVITIES.