HomeMy WebLinkAbout2016-08-15-J13 BurgerKing_SitePlan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: August 15, 2016
AGENDA ITEM: Consideration of approval of a resolution approving site plan for Burger
King [450 E. Hickman Road]
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON:
Blount Restaurant Management 2 is requesting approval of a site plan for an approximately 4,500
square foot Burger King restaurant to be located at the southwest corner of SE Westgate Drive
and Hickman Road. Access to the site will be provided entirely off of a private street [SE Laurel
Street] which is being developed as a part of the Waukee Central Development with shared
access with the adjoining lot to the west. The restaurant will feature dual drive-thru lane and an
interior play area.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning
Commission reviewed the request at their meeting on August 9, 2016
and recommended approval, subject to remaining staff comments.
Approval of a Site Plan for Burger King (450 East Hickman Road)
Senior Planner Andy Kass introduced the request from applicants Trost Development and Blound
Restaurant Management 2 for a site plan approval for the subject property located at the
southwest corner of Hickman Road and SE Westgate Drive. The proposed project includes the
construction of a 4,492 square foot building to be used for a Burger King restaurant and would
include a drive-thru with dual ordering lanes on the south side of the building with the pickup
window on the east side. A 900 square foot play area will also be part of the restaurant.
Mr. Kass advised that access from SE Laurel Street will be provided by a shared ingress/ egress
easement on the west side of the property and pavement markings will be provided to direct dire-
thru traffic and general site circulation. A total of 52 parking spaces are required and the site plan
identifies a total of 56. As part of the improvements, a five foot sidewalk will be installed along
se west gate drive. A five foot sidewalk will also be installed along SE Laurel Street located on
the south side of this site. All utilities will be extended to this site during platting. With sanitary
sewer extended from SE Westgate drive and Water service also provided off of SE Westgate
Drive. A 1200 gallon grease trap is also indicated on the utility plan for the site. Storm water
detention will be provided with a dry bottom detention basin located on the east side of the site.
Mr. Kass stated that the applicant has proposed a 33.4% of open space surpassing the minimum
20%. A trash enclosure is proposed on the southeast corner of the site and elevations of the
building and trash enclosure meet the intent and requirements of the site plan ordinance.
At this time the staff is comfortable with the site plan and would recommend approval of the site
plan subject to remailing staff comments.
Commissioner Shanks made a note that it would be situated like Dairy Queen in order to clear up
any confusion to which side would be facing Hickman Road.
Commissioner Streit questioned if lot 3, one of 2 lots not currently being developed, would be
split. Mr. Kass advised that at this time the developers would like one tenant or a multi-tenant
building for the space as it is the second largest lot.
Matt Chapman, a resident of Waukee, questioned what was intended for lot 5. Mr. Kass advised
that right now it is zoned commercial use.
Commissioner Streit moved to approve the Site Plan for a Burger King (450 East Hickman Road)
subject to any remaining staff comments and completion of legal documents, seconded by
Commissioner Nigro. Ayes: Nigro, Streit, Hoifeldt, Shanks and Schmidt. Nays: none. Motion
Carried.
STAFF REVIEW AND COMMENT: A majority of staff comments related to the site plan
have been addressed and staff would recommend approval subject to
remaining staff comments.
RECOMMENDATION: Approve the Resolution.
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Staff Comment Letter
IV. Site Plan
V. Building Elevations
PREPARED BY: Andy Kass, Senior Planner
REVIEWED BY:
PUBLIC NOTICE INFORMATION –
NAME OF PUBLICATION:
DATE OF PUBLICATION:
THE CITY OF WAUKEE, IOWA
RESOLUTION 16-
APPROVING THE SITE PLAN FOR BURGER KING [450 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 Burger King, subject to remaining staff comments on August 9, 2016; AND,
WHEREAS, the Site Plan for Burger King is in general conformance with §304 – Site and
Building Development Standards Ordinance of the Waukee Municipal Code; AND,
WHEREAS, the Site Plan for Burger King 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 15th day of August, 2016 that the Site Plan for Burger King is approved, subject to remaining
staff comments.
____________________________
William F. Peard, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
ROLL CALL VOTE AYE NAY ABSENT ABSTAIN
Anna Bergman
Brian Harrison
Shelly Hughes
Larry R. Lyon
Rick Peterson
STAFF REPORT
TO: Planning and Zoning Commission PREPARED BY: Andy Kass
RE: Burger King – Site Plan
DATE: August 9, 2016
GENERAL INFORMATION:
Applicant: Trost Development & Blount Restaurant
Management 2
Requested Action Site Plan Approval
Location and Size: Property is generally located at the southwest
corner of Hickman Road and SE Westgate Drive
containing approximately 1.37acres.
LAND USES AND ZONING:
Location Existing Land Use Comprehensive Plan Current
Zoning
Property in Question Undeveloped Neighborhood Residential C-1
North Undeveloped Neighborhood Residential C-1
South Undeveloped Neighborhood Residential C-1
East Westgate Townhomes Neighborhood Residential R-4
West Undeveloped Neighborhood Residential C-1
BACKGROUND:
The subject property is located at the southwest corner of Hickman Road and SE Westgate Drive. The
property in question is approximately 1.37 acres. The applicants, Trost Development and Blount Restaurant
Management 2, are requesting site plan approval for a Burger King restaurant proposed to be located at 450
East Hickman Road.
August 5, 2016
2 of 3
ABOVE: Aerial of the site plan (outlined in RED) in relation to the surrounding properties. Shaded in GRAY is the proposed dental office and
Central Bank to the west
PROJECT DESCRIPTION:
The proposed project includes the construction of a 4,492 square foot building to be used for a Burger King
restaurant. The restaurant will include a drive-thru with dual ordering lanes on the south side of the building
and the pick-up window will be on the east side of the building. An approximately 900 square foot play area
will also be part of the restaurant.
ACCESS AND PARKING:
Access from SE Laurel Street will be provided by a shared ingress/egress easement on the west side of the
property. Pavement markings will be provided to direct drive-thru traffic and general site circulation.
A total of 52 parking spaces are required for this site and the site plan identifies a total of 56 parking spaces.
SIDEWALKS/TRAILS:
As a part of the improvements, a five foot wide sidewalk will be installed along SE Westgate Drive. A five foot
wide sidewalk will also be installed along SE Laurel Street, located on the south side of this site.
Sidewalks are planned internal to the site, primarily around the building from the parking areas. The site plan
does provide a pedestrian connection from the site to the sidewalk that will be constructed along the north
side of SE Laurel Street.
August 5, 2016
3 of 3
UTILITIES:
All utilities will be extended to this site during platting. Sanitary sewer will be extended from SE Westgate
Drive. Water service will be provided off of SE Westgate Drive. A 1,200 gallon grease trap is also indicated on
the utility plan for the site.
Storm water detention will be provided with a dry bottom detention basin located on the east side of the site.
OPEN SPACE AND LANDSCAPING:
A minimum of 20% of the project area is required to be open space. The total project area is 1.37 acres and
the proposed amount of open space is 33.4% of the project area. The applicant has provided the required
amount of plantings per the landscaping ordinance.
ELEVATIONS:
The proposed building will be constructed of stone, stucco, fiber cement paneling, and glazing. Colored
elevations have been submitted and they meet the intent of the Site Plan Ordinance.
MISCELLANEOUS:
A trash enclosure is proposed on the southeast corner of the site. Elevations of the trash enclosure have been
provided and they meet the requirements of the Site Plan Ordinance.
The applicant has provided a lighting plan which meets the City of Waukee Site Plan Ordinance requirements.
STAFF RECOMMENDATION:
At this time staff is comfortable with the site plan and would recommend approval of the site plan subject to
remaining staff comments.
CITY OF WAUKEE
Andy Kass, AICP
Senior Planner
SITEBURGER KING - WAUKEELOT 4 WAUKEE CENTRALIOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.PROPERTY DESCRIPTION:LOT 4 WAUKEE CENTRAL, CITY OF WAUKEE, DALLAS COUNTY, IOWA.ADDRESS:450 EAST HICKMAN ROADWAUKEE, IOWA 50263OWNER:BLOUNT RESTAURANT MANAGEMENT 2CONTACT: JIM SNELL3905 SE GRIMES BLVD, SUITE DGRIMES, IA 50111PH: (515)259-9342PREPARED FOR:TROST DEVELOPMENTCONTACT: MARK TROST13503 VILLAGE COURTCLIVE, IOWA 50325PH: (515)225-1450ENGINEER/PROJECT MANAGER:BISHOP ENGINEERINGCONTACT: CHUCK BISHOP3501 104TH STREETURBANDALE, IOWA 50322PH: (515)276-0467ZONING:C-1 COMMUNITY AND HIGHWAY SERVICE COMMERCIAL DISTRICTSETBACKS: FRONT = 30 FEET SIDE = NONE REAR = 30 FEETMAX. NUMBER OF STORIES = 3 STORIESBUILDING AREA = MAX. 50,000 SFESTIMATED EMPLOYEES:ESTIMATED EMPLOYEES = 9PARKING REQUIREMENTS:REQUIRED PARKING (15 PER 1,000 SF @ 3,418 SF) = 52 STALLSPROPOSED PARKING = 56 STALLS (INCL. 3 ADA)OPEN SPACE REQUIREMENTS:TOTAL LOT AREA = 59,600 SF = 1.37 ACRESMIN. OPEN SPACE = 11,920 SF (20.0%)EXISTING OPEN SPACE = 55,746 SF (93.5%)EXISTING IMPERVIOUS = 3,854 SF (6.5%)PROPOSED OPEN SPACE = 19,895 SF (33.4%)PROPOSED IMPERVIOUS = 39,705 SF (66.6%)BENCHMARK:SW BOLT ON HYDRANT LOCATED ON SE CORNER OF INTERSECTIONUS HIGHWAY 6 (HICKMAN ROAD) AND SE WESTGATE DRIVEELEVATION = 1036.83 (CITY OF WAUKEE DATUM)VICINITY MAPNOT TO SCALECOPYRIGHT 2016 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 SHEETC1.1EX. COND. / DEMO PLANC2.1LAYOUT PLANC3.1GRADING PLANC4.1UTILITY PLANC5.1LANDSCAPE PLANC6.1DETAILS SHEETC7.1SWPPPUTILITY CONFLICT NOTES:1.UTILITY CONFLICTS MAY EXIST ACROSS THE SITE WITH NEW UTILITIES, GRADING, PAVING ETC.MOST UTILITY CONFLICTS HAVE BEEN CALLED OUT FOR CONTRACTOR CONVENIENCE.2.CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY CONFLICTS THAT ARE EITHER CALLED OUT ONTHE PLANS OR THAT CAN BE SEEN ON THE PLANS BETWEEN AND EXISTING UTILITY ANDPROPOSED CONSTRUCTIONWETLAND NOTES:1.BISHOP ENGINEERING DOES NOT PERFORM WETLAND STUDIES OR WETLAND MITIGATION. IT ISTHE OWNER'S RESPONSIBILITY TO DETERMINE IF ANY WETLANDS ARE LOCATED ON THEPROJECT SITE AND PERFORM ANY NECESSARY MITIGATION PRIOR TO THE COMMENCEMENT OFCONSTRUCTION ACTIVITIES.SURVEY NOTES:1.FUTURE CONDITIONS BASED ON PRELIMINARY PLAT & CONSTRUCTION DRAWINGS FORWAUKEE COMMERCIAL, PREPARED BY CIVIL DESIGN ADVANTAGE, DATED 06/09/16.2.ALL CONSTRUCTION STAKING INCLUDING PEDESTRIAN FACILITIES SHALL BE COMPLETEDUNDER THE DIRECTION OF A LICENSED ENGINEER OR LAND SURVEYOR.GENERAL NOTES:1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND SUDAS STANDARDSPECIFICATIONS AND ANY AND ALL CITY/COUNTY SUPPLEMENTAL SPECIFICATIONS. THE CITY OF WAUKEE MUST BE NOTIFIED BY ALL CONTRACTORS48 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 THECONTRACTORS EXPENSE.4.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT O.S.H.A. CODES AND STANDARDS. NOTHING INDICATED ON THESE PLANS SHALLRELIEVE THE CONTRACTOR FROM COMPLYING WITH THE APPROPRIATE SAFETY REGULATIONS.5.ALL NECESSARY CONSTRUCTION SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES REQUIRED DURING CONSTRUCTION WILL BEFURNISHED BY THE CONTRACTOR. SIGNS, BARRICADES AND OTHER TRAFFIC CONTROL DEVICES MUST BE IN CONFORMANCE WITH THE "MANUAL ONUNIFORM TRAFFIC CONTROL DEVICES FOR 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 TRENCHCOLLAPSES FROM VARYING SOIL CONDITIONS OR INJURIES CAUSED BY UNDERGROUND UTILITIES INCLUDING UTILITIES THAT ARE NOT SHOWN ONPLAN.7.THE CONTRACTOR IS LIABLE FOR ALL DAMAGES TO PUBLIC OR PRIVATE PROPERTY CAUSED BY THEIR ACTION OR INACTION IN PROVIDING FORSTORM WATER FLOW DURING 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 BYTHE CONTRACTOR AT THE PROJECT PRECONSTRUCTION CONFERENCE. NO WORK SHALL BEGIN UNTIL A SCHEDULE HAS BEEN SUBMITTED ANDACCEPTED. THE CONTRACTOR SHALL THEN PERFORM WORK TO CONFORM TO THE ACCEPTED SCHEDULE.9.LABORATORY TESTS SHALL BE PERFORMED BY THE OWNER UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL PROVIDE SAMPLES OFMATERIAL REQUIRED FOR LABORATORY TESTS AND TESTING IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS FOR PUBLICIMPROVEMENTS.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 OROWNERS REPRESENTATIVE ON ALL REQUIRED STORM WATER DISCHARGE PERMITS FROM THE IOWA DEPARTMENT OF NATURAL RESOURCES ANDTHE CITY OF WAUKEE.13.GRADING AND EROSION CONTROL SHALL BE DONE IN ACCORDANCE WITH THE APPROVED GRADING PLAN, SWPPP, NPDES DOCUMENTS, CITY OFWAUKEE COSESCO PERMIT, AND IOWA DEPARTMENT OF NATURAL RESOURCES REQUIREMENTS.14.THE CONTRACTOR SHALL PICK UP ANY DEBRIS SPILLED ONTO THE ADJACENT RIGHT OF WAY OR ABUTTING PROPERTIES AS THE RESULT OFCONSTRUCTION, AT THE END 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 PROPERTYOR RIGHT OF WAY UNTIL 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 ORDISPOSAL SITES FOR EXCESS MATERIALS NOT DESIRABLE FOR INCORPORATION INTO THE PROJECT.17.ALL CONSTRUCTION WITHIN CITY RIGHT-OF-WAY, EASEMENTS, OR ANY CONNECTION TO PUBLIC UTILITIES THE CONTRACTOR SHALL NOTIFY THECITY OF WAUKEE ENGINEERING DEPARTMENT ONE WEEK PRIOR TO CONSTRUCTION.18.ANY CHANGES PROPOSED TO THE PLAN SET DURING CONSTRUCTION SHALL RECEIVE WRITTEN APPROVAL FROM THE WAUKEE DEVELOPMENTSERVICES DEPARTMENT.19.CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOT BEEN GRANTED APPROVAL IN WRITING FROMTHE WAUKEE DEVELOPMENT SERVICES DEPARTMENT.20.PROPOSED BUILDING OR MONUMENT SIGNAGE WILL REQUIRE A SIGN PERMIT AND ARE TO BE REVIEWED AND APPROVED BY THE WAUKEEDEVELOPMENT SERVICES DEPARTMENT.21.THE CONTRACTOR IS RESPONSIBLE FOR SETTING UP A PRE-CONSTRUCION MEETING WITH THE WAUKEE DEVELOPMENT SERVICES DEPARTMENTONE (1) WEEK PRIOR TO CONSTRUCTION ACTIVITIES COMMENCING.22.THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE WAUKEE DEVELOPMENT SERVICES DEPARTMENT OF ANY PLANNED WEEKEND OR HOLIDAYWORK 48 HOURS PRIOR TO SAID WORK COMMENCING.23.ALL OFFSITE ESTABLISHED LAWNS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED WITH SOD AND WATERED UNTIL ESTABLISHED.24.TESTING SHALL BE COMPLETED MEETING CITY OF WAUKEE SPECIFICATIONS AND SHALL BE WITNESSED BY THE CITY OF WAUKEE ENGINEERINGDEPARTMENT.PAVING NOTES:1.THE PAVING/ GRADING CONTRACTOR SHALL BACKFILL THE PAVING SLAB AND FINE GRADE THE RIGHT OF WAY AS SOON AFTER THE PAVING ASPOSSIBLE. ALL AREAS SHALL BE SEEDED IN ACCORDANCE WITH CITY OF WAUKEE STANDARD SPECIFICATIONS AND THE CURRENT VERSION OFSUDAS.2.SUBGRADE PREPARATION AND PAVEMENTS WILL BE CONSTRUCTED FOLLOWING RECOMMENDATIONS IN THE SOILS REPORT. APPROVED SOILSENGINEER MUST SIGN OFF ON SUBASE PRIOR TO ANY PAVEMENT BEING PLACED.3.SEE DETAILS FOR ALL PAVEMENT THICKNESS.4.ALL PEDESTRIAN WALKWAYS THAT UNLOAD INTO A VEHICLES TRAVELED PATH MUST HAVE A.D.A. DETECTABLE WARNING PLANEL(S) AS PER A.D.A.REGULATIONS. 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 ISREQUIRED FOR ALL HANDICAP STALLS AND SHALL BE CONSIDERED INCIDENTAL. IN EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THEA.D.A./CITY CODES THE A.D.A./CITY CODES SHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING A.D.A. CODES ARE MET.6.CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY AREAS OF PAVEMENT OR SIDEWALK NOT TO BE REMOVED THAT IS DAMAGED DUE TOOPERATING EQUIPMENT ON THE PAVEMENT OR SIDEWALK. PAVEMENT REPLACEMENT SHALL COMPLY WITH WAUKEE STANDARD SPECIFICATIONSFOR PUBLIC IMPROVEMENTS.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:BURGER KING - WAUKEE
LOT 4 WAUKEE CENTRALEWMCJB06-28-1607-19-1608-03-16160209M:\LAND PROJECTS 2016\160209\DWG\C0 COVER.DWG8/2/2016 11:00:48 AM UTILITY NOTE:THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM THE FIELD SURVEY, EXISTING PUBLICRECORDS, AND PLANS PROVIDED BY OTHERS. SURFACE UTILITY LOCATIONS HAVE BEEN FIELD LOCATED BY BISHOPENGINEERING, UNLESS OTHERWISE NOTED. ALL UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE LOCATIONSONLY. BISHOP ENGINEERING DOES NOT GUARANTEE THE UNDERGROUND LOCATION OF ANY UTILITIES SHOWN. IT SHALLBE THE DUTY OF THE CONTRACTOR TO DETERMINE THE LOCATION AND DEPTH OF ANY UNDERGROUND UTILITIES SHOWNAND IF ANY ADDITIONAL UTILITIES, OTHER THAN THOSE SHOWN ON THE PLANS, MAY BE PRESENT. A REQUEST WAS MADETO IOWA ONE CALL FOR UTILITY PROVIDERS TO VERIFY, LOCATE, AND MARK THEIR UTILITIES IN THE FIELD.ABBREVIATIONS:ACACRESASPHASPHALTBKBOOKCONCCONCRETEDDEEDED DISTANCEEXEXISTINGENCLENCLOSUREFFFINISHED FLOORFLFLOW LINEFRACFRACTIONALMMEASURED DISTANCEMHMANHOLEOPCORANGE PLASTIC CAPPPLATTED DISTANCEPGPAGEPOBPOINT OF BEGINNINGPOCPOINT OF COMMENCEMENTPRAPREVIOUSLY RECORDED ASPUEPUBLIC UTILITY EASEMENTROWRIGHT OF WAYRPCRED PLASTIC CAPSFSQUARE FEETSANSANITARYTYPTYPICALYPCYELLOW PLASTIC CAPNNORTHSSOUTHEEASTWWESTUTILITY NOTES:1.QUANTITY CALLOUTS ON PIPE LENGTHS ARE APPROXIMATE AND SHOULD BE USED FOR REFERENCE ONLY.2.THE CONTRACTOR SHALL PROVIDE AS-BUILTS OF ALL UTILITIES, INCLUDING DEPTH AND LOCATION OF ALL SERVICES.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND ALL COSTS ASSOCIATED WITH AS-BUILT TOPO OF DETENTION POND &DETENTION POND STORM SEWER. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING BISHOP ENGINEERING (CHUCK BISHOP AT515-276-0467) TO PERFORM SAID AS-BUILT SURVEY. IF DETENTION PONDS HAVE BEEN GRADED INCORRECTLY, CONTRACTOR SHALL BERESPONSIBLE FOR ALL SUBSEQUENT AS-BUILT TOPO SURVEYS UNTIL ISSUES HAVE BEEN RECTIFIED.4.THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OF ANY AND ALL EXISTING AND PROPOSED UTILITIES TO PROPOSED GRADES. EXISTINGUTILITIES SHALL BE RAISED OR LOWERED IN ACCORDANCE WITH THE UTILITY OWNER REQUIREMENTS. ANY NECESSARY ADJUSTMENTS SHALL BECONSIDERED INCIDENTAL TO CONSTRUCTION.5.ACTIVE EXISTING FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED, REROUTED, OR CONNECTED TO PUBLIC OR PRIVATESTORM SEWER TO REMAIN IN SERVICE, AND SHOULD BE NOTED ON ALL AS-BUILTS..6.ALL PROPOSED RCP STORM SEWER PIPE JOINTS SHALL BE FABRIC WRAPPED AND HAVE A 3 FOOT WIDE CLAY WATER STOP AND THE LAST 3 PIPESECTIONS ON THE APRON SHALL BE TIED WITH RF-14 TYPE II CONNECTORS. ALL APRONS SHALL HAVE A STANDARD FOOTING AND TRASH GUARD.7.ALL RIP RAP CALLED OUT ON PLANS SHALL BE UNDERLAIN WITH ENGINEERING FABRIC.8.SANITARY SEWER SERVICE CONNECTIONS SHALL BE PLACED AT A SLOPE OF NO LESS THAN 2%. SERVICES SHALL MAINTAIN 18" OF VERTICALSEPARATION FROM THE WATERMAIN WITH 18" OF COMPACTED LOW PERMEABILITY SOIL BETWEEN THE UTILITIES WITHIN 10' OF THE CROSSING.9.MANDREL AND PRESSURE TESTS SHALL BE REQUIRED FOR ALL PROPOSED SANITARY LINES. TELEVISING OF THE SANITARY SEWER SYSTEM SHALLBE COMPLETED PRIOR TO PAVING UNLESS OTHERWISE APPROVED BY JURISDICTION.10.WATERMAINS SHALL BE C-900. SIZE OF WATERMAIN AS SHOWN ON PLANS.11.THRUST BLOCKS SHALL BE INSTALLED AS REQUIRED AND SHALL BE CONSIDERED INCIDENTAL TO WATERMAIN CONSTRUCTION.12.PROPOSED WATERMAIN SHALL BE PRESSURE TESTED, BACTERIA TESTED AND CHLORINATED. THE FILLING OF THE WATER MAIN SHALL BE DONE BYTHE CITY OF WAUKEE.13.TRACER WIRE SHALL BE ADDED TO ALL WATER MAIN, AND BROUGHT TO THE SURFACE AT EVERY HYDRANT.14.ALL HYDRANTS WILL IMMEDIATELY BE COVERED WITH A BLACK PLASTIC BAG (OR EQUIVALENT) ONCE THE HYDRANT IS INSTALLED. THE CITY OFWAUKEE WILL NOTIFY THE CONTRACTOR WHEN THE BAGS CAN BE REMOVED.15.THE MINIMUM HYDRANT LEAD SHALL BE 3.5 FEET.16.ALL FIRE HYDRANTS ARE TO HAVE 4 INCH STORZ FITTINGS.17.CONNECTIONS FOR EXISTING SANITARY MANHOLES SHALL BE CORE DRILLED AND USE A LINK SEAL.18.CONTRACTOR TO COORDINATE TIE-INS TO EXISTING UTILITIES WITH THE CITY OF WAUKEE ENGINEERING DEPARTMENT.
DEX STORM MHRIM=1035.42FL(E)=1031.75WVWVHYDTBM: BURY BOLT (SW)ELEV=1036.83WVWVDEX STORM MHRIM=1035.53FL(SW)=1031.18FL(W)=1030.81FL(E)=1030.76DEX STORM MHRIM=1035.22FL(NW) AT BEND=1031.42SEX SAN MHRIM=1037.18INV(S)=1010.56INV(N)=1010.46TELEX 18IN" RCP FESFL=1031.24E20" COTTONWOOD18" COTTONWOOD18" COTTONWOOD24" COTTONWOODST15"ST18"ST18"ST18"ST18"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"(PUBLIC STREET - CONCRETE SURFACE - ROW VARIES)SE WESTGATE DR(PUBLIC STREET - CONCRETE SURFACE - ROW VARIES)1035103510351033103310341034103510321032103310331034103510351
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3
6 103610371037103610351035103510341034
103510361037103710
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7FUTURE LOT 4WAUKEE COMMERCIAL59,600 SF1.37 AC(BY OTHERS)FUTURE LOT 3WAUKEE COMMERCIALZONED: C-1(BY OTHERS)FUTURE LOT 5WAUKEE COMMERCIALZONED: C-1(BY OTHERS)60' INGRESS/EGRESSEASEMENT10' PUEST24"DDDST18"ST15"ST15"ST15"ST15"ST15"ST15"ST15"ST15"ST
W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"HYD
FUTURE 24" FESFL=1033.00(BY OTHERS)FUTURE
INTAKETC=1037.27FL(S
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)=1033
.40FL(NW
)=1033
.20
(BY
OTHERS
)FUTURE MHRIM=1038.03FL=1033.77(BY OTHERS)FUTURE INTAKETC=1038.59FL(E)=1034.99FL(S)=1035.09(BY OTHERS)HYD F/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OGGGGGGGGGW8"W8"W8"W8"W8"W8"W8"W8"W8"W12"
W12"W12"U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/ESAN8"SAN8"SAN8"SAN8"SAN6"SAN6"W8"SE LAUREL STREET(FUTURE PRIVATE STREET (BY OTHERS)- CONCRETE SURFACE)15' WATERMAINEASEMENTST15"FUTURE LOT 5DETENTION AREA(BY OTHERS)FUTURE 6" SAN. SERVICE(BY OTHERS)FUTURE 8" WATER SERVICE(BY OTHERS)FUTURE RAMP
(BY
OTHERS
)FUTURE RAMP
(BY
OTHERS
)10391038103710381036103510331033103910391
0
3
9
1035 FUTURE STREETLIGHT, TYP.(BY OTHERS)FUTURE, PRIVATESTORM SEWER(BY OTHERS)FUTURE GRADING, TYP.(BY OTHERS)FUTURE GRADING, TYP.(BY OTHERS)30' BLDG. SETBACK30' BLDG. SETBACKFUTURE, PUBLIC WATER MAIN(BY OTHERS)HICKMAN ROAD (US HWY 6)FUTURE LOT 3DETENTION AREA(BY OTHERS)FUTURE 5' WALK (BY OTHERS)1035103610371038103910341035103510361037
1
0
3
8 25' INGRESS/EGRESSEASEMENTTELEPHONEEASEMENTBK 495 PG 440SAWCUT & REMOVEPCC CURB TO FULLDEPTH OF PAVEMENT54'EX. TREE DEMO BYOTHERS, TYP.SAWCUT & REMOVE PCC CURBTO FULL DEPTH OF PAVEMENTFOR NEW ADA RAMPREMOVE RIP-RAP,(INSTALL FLUME PER C2.1/C3.1)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:BURGER KING - WAUKEE
LOT 4 WAUKEE CENTRALEWMCJB06-28-1607-19-1608-03-16160209GRAPHIC SCALE020102040M:\LAND PROJECTS 2016\160209\DWG\C1 DEMO.DWG8/2/2016 11:00:57 AM SURVEY NOTES:1.FUTURE CONDITIONS BASED ON PRELIMINARY PLAT & CONSTRUCTION DRAWINGS FORWAUKEE COMMERCIAL, PREPARED BY CIVIL DESIGN ADVANTAGE, DATED 06/09/16.
12129'9'11'5'8'5'11'17'9'R15'R3'R4'R
4
'
R
3
'
R
1
5
'R15'18'30.7'24'38'24'R
2
0
'13'7'DO NOTENTERR3'R
2
0
'R3.5'R
3
'12.5'R35'R1
5
'13'R18'14107'9'9'1.1'0.5'0.5'PROPOSEDBURGER KING4,492 SFFF=1037.2516.7'R3.5
'R5'37.13'32.54'15'55'69.18'77.77'103.04'57.45'24'5" PCC WALKADA RAMPW/DETECTABLEWARNINGPAINTED WHITE6" CROSSWALK54'ADA RAMPPAINTED WHITE6" SOLID LINEPAINTED WHITE 4"PARKING STRIPEPAINTED WHITESYMBOL, TYP.(PER MUTCD)TURNED DOWN WALKADA SIGN, TYP.ADA RAMPADA RAMP6" CURB STOPDRIVE-THRUBOARDS, TYP.(PER BK SPECS.)TRASH ENCL.(REF. DETAIL C6.1)7" PCC7" PCC APRONNEW PAVEMENTW/ 6" CURB(REF. DETAIL C6.1)NEW PAVEMENTW/ 6" CURB(REF. DETAIL C6.1)NEW PAVEMENTW/ 6" CURB(REF. DETAIL C6.1)NEW PAVEMENTW/ 6" CURB(REF. DETAIL C6.1)NO CURB ALONG WEST EDGENO CURB ALONG WEST EDGE4'CONNECT TO FUTUREADA LANDING(BY OTHERS)MONUMENTSIGN, TYP.(BY OWNER)10'8.28'6'7'7'7'18'24'R3'8.5'5'6.24'18'44.36'DCOCOHY D12.5'65.63'10'PROPOSED STORM WATERMANAGEMENT FACILITIESMAINTENANCE EASEMENT24.27'S01°09'48"E23.13'S41°33'11"E157.51'S01°09'48"E19.51'S88°50'12"W17.12'S18°56'15"E39.79
'N71°11'53"E51.10'R
4
'R4'R4'R
4
'445" PCC WALK5" PCC WALKDRIVE-THRUBOARDS, TYP.(PER BK SPECS.)GGGGGGT5'ADA RAMPADA RAMP5'23.75'4.81'ADA RAMPW/DETECTABLEWARNINGADA RAMPW/DETECTABLEWARNING5'5'4' PCCFLUME26'R15'R
1
5
'R3'R3
'4'DWVWVHYDWVWVDDSTELEST15"ST18"ST18"ST18"ST18"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"(PUBLIC STREET - CONCRETE SURFACE - ROW VARIES)SE WESTGATE DR(PUBLIC STREET - CONCRETE SURFACE - ROW VARIES)FUTURE LOT 3WAUKEE COMMERCIALZONED: C-1(BY OTHERS)FUTURE LOT 5WAUKEE COMMERCIALZONED: C-1(BY OTHERS)60' INGRESS/EGRESSEASEMENT10' PUEST24"DDDST18"ST15"ST15"ST15"ST15"ST15"ST15"ST15"ST15"ST
W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"HYD
HYD F/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OGGGGGGGGGW8"W8"W8"W8"W8"W8"W8"W8"W8"W12"
W12"W12"U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/ESAN8"SAN8"SAN8"SAN8"SE LAUREL STREET(FUTURE PRIVATE STREET (BY OTHERS)- CONCRETE SURFACE)15' WATERMAINEASEMENTST15"30' BLDG. SETBACK30' BLDG. SETBACKHICKMAN ROAD (US HWY 6)25' INGRESS/EGRESSEASEMENTTELEPHONEEASEMENTBK 495 PG 440LAYOUT PLANC2.1REFERENCE NUMBER:3501 104th Street
Des Moines, Iowa 50322-3825
Phone: (515)276-0467 Fax: (515)276-0217
"Planning Your Successful Development"
Bishop Engineering
Civil Engineering & Land Surveying Established 1959DRAWN BY:CHECKED BY:REVISION DATE:PROJECT NUMBER:SHEET NUMBER:BURGER KING - WAUKEE
LOT 4 WAUKEE CENTRALEWMCJB06-28-1607-19-1608-03-16160209GRAPHIC SCALE020102040M:\LAND PROJECTS 2016\160209\DWG\C2 LAYOUT.DWG8/2/2016 11:01:10 AM
DO NOTENTERPROPOSEDBURGER KING4,492 SFFF=1037.251037.591037.521031.30OVERFLOW1035.051031.501033.00PROPOSED BASIN100-YR HWL=1035.05'FREEBOARD=1036.05'1038.71T/C1038.21G1038.29G1038.37G1038.50T/C1038.00G1038.00T/C EX1037.50G EX1037.50T/C1037.00G1038.841038.921038.341038.421037.841037.921038.64T/C1038.64G1038.72G1038.60G1038.68G1039.051039.101039.051039.00D2' CURB CUT1036.00G1036.75T/C1036.25G1036.75T/C1036.25G1037.00T/C1036.50G2' CURB CUT1036.00G1036.75T/C1036.25G1036.75T/C1036.25G1037.00T/C1036.50G2' CURB CUT1036.00G1036.75T/C1036.25G1037.00T/C1036.50G2' CURB CUT1036.00G1036.75T/C1036.25G1037.00T/C1036.50G1036.65T/C1036.15G1036.80T/C1036.30G1037.00T/C1036.50G1036.80G1037.251037.251037.251037.251037.251037.251036.85T/C1036.35G1036.50T/C1036.00G1036.90T/C1036.40G1036.50T/C1036.00G1036.75T/C1036.25G1037.15T/C1036.65G1037.15T/C1036.65G1036.65G1036.65G1037.15T/C1036.65G1037.10T/C1036.60G1037.15T/C1036.65G1037.201036.701036.701037.201037.201036.00G1037.101037.101037.051037.051036.75G1036.75G1037.00T/C1036.50G1037.25T/C1036.75G1037.00T/C1036.50G1037.50T/C1037.00G1038.25T/C1037.75G1038.25T/C1037.75G1037.25T/C1036.75G1037.25T/C1036.75G1036.25T/C1036.25G1036.50G1036.75G1037.35T/C1036.85G1036.95T/C1036.45G1038.25T/C1037.75G1038.50T/C1038.00G1038.24G1038.00G1036.40G1036.16G1036.75G1036.51G1036.50T/C1036.00G1036.75T/C1036.25G1036.75T/C1036.25G1036.90T/C1036.40G1036.55G1036.45G1036.40G1036.40G1037.00T/C1036.50G1036.60G1036.60G1036.75T/C1036.25G1036.66T/C1036.16G1036.90T/C1036.40G1036.60G1036.36G1036.40G1036.16GNO CURB ALONG WEST EDGENO CURB ALONG WEST EDGE1037.00G1036.76G1036.50G1037.202' CURB CUT1036.35G1037.251039.231039.151036.501037.50COCOHY D(DRIVE GRADES PER PROPOSEDCONSTRUCTION DRAWINGS BY OTHERS)INSTALL 4'x12' TRM AT CURBCUTS, REF. DETAIL C6.1, TYP.(N. AMERICAN GREEN C350)INSTALL 8'x24' TRM(N. AMERICAN GREEN C350)INSTALL 30 TONSCLASS D RIP-RAP103210331034103510361036103510341033103210321033103410351036103710351037103810391039103710371037103710371037103710351036.85T/C1036.35G1036.95T/C1036.45G1037.10T/C1036.60G1037.526.67%6.72%1.00%1.00%1.00%1.00%1.50%1.00%0.00%1.00%0.00%5.00%4.81%0.00%8.33%0.71%8.33%1037.251037.251037.20INSTALL 4'x4'SCOUR STOP PADINSTALL 4'x4'SCOUR STOP PAD100-YR HWL1037.651037.591035.841035.432.00%2.00%3:1GGGGGGT1037.42T/C EX1037.37T/C EX1037.07T/C EX1035.88T/C EX1034.87G EX1037.961038.011036.461036.401037.891037.943:13:13:13:1
3:10.71%8.33%0.71%8.33%0.71%1037.051037.107.50%0.00%8.33%0.71%1.42%1.00%2.00%7.60%8.33%1036.80G0.00%1037.200.00%1037.10T/C1036.60G0.9%0.9%10361.0%TEMPORARY DRAINAGE SWALE1.0%3:13:110361036103710381039
103510365.2%1034.90G EX1035.351035.357.50%6.57%1035.431.50%1.50%0.0%
0.0%
0.6%1035.841035.761035.761.50%1.50%0.0%
0.0%5.0%5.0%1036.061036.001035.12G EX1035.15G EX1035.501035.501035.581035.586.25%
3.60%0.0%1.5%
1.5%0.0%ADJUST RISER IF NEEDED(COORD. W/ CENTURYLINK)OVERFLOWROUTE, TYP.1.50%1.50%1036.85T/C1036.35GDWVWVHYDWVWVDDSTELEST15"ST18"ST18"ST18"ST18"SAN8"SAN8"SAN8"SAN8"(PUBLIC STREET - CONCRETE SURFACE - ROW VARIES)SE WESTGATE DR(PUBLIC STREET - CONCRETE SURFACE - ROW VARIES)1035103510351033103310341034103510321032103310331034103510351
0
3
6 103610371037103610351035103510341034
103510361037103710
3
760' INGRESS/EGRESSEASEMENT10' PUEST24"DDDST18"ST15"ST15"ST15"ST15"ST15"ST15"ST15"ST15"ST
W12"W12"12"W12"W12"W12"W12"W12"W12"W12"W12"HYD
HYD F/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OGGGGGGGGGW8"W8"W8"W8"W8"W8"W8"W8"W8"W12"
W12"W12"U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/ESAN8"SAN8"SAN8"SAN8"SE LAUREL STREET(FUTURE PRIVATE STREET (BY OTHERS)- CONCRETE SURFACE)15' WATERMAINEASEMENTST15"FUTURE LOT 5DETENTION AREA(BY OTHERS)10391038103710381036103510331033103910391
0
3
9
30' BLDG. SETBACK30' BLDG. SETBACKHICKMAN ROAD (US HWY 6)FUTURE LOT 3DETENTION AREA(BY OTHERS)1035103610371038103910341035103510361037
1
0
3
8 25' INGRESS/EGRESSEASEMENTTELEPHONEEASEMENTBK 495 PG 440TOPSOIL NOTES:1.STRIP AND STOCKPILE THE TOPSOIL ON ALL DISTURBED AREAS.2.RESPREAD TOPSOIL TO IN SITU CONDITION ON ALL GREEN (NON-PAVED) AREAS.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,NOT IN FROZEN OR MUDDY CONDITIONS; REASONABLE FREE FROM SUBSOIL,CLAY LUMPS, ROOTS, GRASS, WEEDS, STONES LARGER THAN 3/4 INCH INDIAMETER, AND FOREIGN MATTER; ACIDITY RANGE (PH) OF 5.5 TO 7.5;CONTAINING MINIMUM 4 PERCENT 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:BURGER KING - WAUKEE
LOT 4 WAUKEE CENTRALEWMCJB06-28-1607-19-1608-03-16160209GRAPHIC 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 2016\160209\DWG\C3 GRADING.DWG8/2/2016 11:01:23 AM
DO NOTENTERPROPOSEDBURGER KING4,492 SFFF=1037.25DNEW STRUCT #A5SW-511 INTAKERIM=1036.00FL(E)=1033.02FL(N)=1032.92NEW STRUCT #A1SW-401 MHRIM=1036.05FL(S,W)=1031.48FL(N)=1031.38NEW STRUCT #B115" FESFL=1031.3016 LF-15" RCP@ S=0.50%NEW STRUCT #B218" FESFL=1031.5014 LF-18" RCP@ S=0.20%70 LF-15" RCP@ S=0.40%NEW STRUCT #A2SW-501 INTAKET/C=1036.50G=1036.00FL(W)=1031.86FL(E)=1031.7676 LF-15" RCP@ S=0.40%NEW STRUCT #A3SW-501 INTAKET/C=1036.50G=1036.00FL(S)=1032.26FL(E,W)=1032.1660 LF-15" RCP@ S=0.40%NEW STRUCT #A4SW-501 INTAKET/C=1036.50G=1036.00FL(S,E)=1032.60FL(N)=1032.5080 LF-15" RCP@ S=0.40%COCOINV(W)=1012.46(TRENCHLESS CONNECTION TOMH PER PRELIMINARY PLAT)INSTALL RESTRICTORPLATE OVER OUTLET PIPEW/ 11.98" DIA. OPENING100 LF
-6
"
SAN
.
SWR
.@ S=10
.00%SAN. CO #2RIM=1035.75INV=1022.46 NEW GREASEINTERCEPTOR(1,200 GAL.)45 LF-6" SAN. SWR. @ S=10.00%SAN. CO #1RIM=1036.80INV=1026.968 LF-6" SAN. SWR.@ S=8.00%INV=1027.60(REF. PLUMBING)6" VALVE(REF. PLUMBING)160 LF-8" WATER MAINHY DR150'8"x6" TEE8"x6" REDUCER32 LF-6" WATER MAIN
BOT. WATER=1030.5TOP SAN.=1027.822.5°CONNECT TO EX. 8"MAIN W/ 8"x8" T.S.&V.CONNECT DOWNSPOUTTO STORM SEWER, TYP.(REF. DETAIL C6.1)FL=1032.25103210331034103510361036103510341033103210321033103410351036103710351037103810391039103710371037103710371037103710352" VALVE(REF. PLUMBING)FL=1032.25NEW TRANSFORMER(COORD. W/ MIDAMERICAN)FIRE DEPARTMENTCONNECTIONGGGGGGGAS SERVICE(COORD. W/ CITY OF WAUKEE)NEW HYDRANTASSEMBLYFG=1037.10TCONNECT DOWNSPOUTTO STORM SEWER, TYP.(REF. DETAIL C6.1)CONNECT DOWNSPOUTTO STORM SEWER, TYP.(REF. DETAIL C6.1)LOWER WATER MIN. 18"UNDER STORM LINE,FIELD VERIFY103610361036103710381039
10351036NEW LIGHTPOLE, TYP.FL=1032.41FL=1033.3150 LF-6" SUBDRAIN@ S=0.50%180 LF-6" SUBDRAIN@ S=0.50%GREASE LINE(REF. MECH.)BOT. WATER=1030.5TOP SAN.=(PER MECH.)(MIN. 18" SEPARATION)DEX STORM MHRIM=1035.42FL(E)=1031.75WVWVHYDTBM: BURY BOLT (SW)ELEV=1036.83WVWVDEX STORM MHRIM=1035.53FL(SW)=1031.18FL(W)=1030.81FL(E)=1030.76DEX STORM MHRIM=1035.22FL(NW) AT BEND=1031.42SEX SAN MHRIM=1037.18INV(S)=1010.56INV(N)=1010.46TELEX 18IN" RCP FESFL=1031.24EST15"ST18"ST18"ST18"ST18"STSAN8"SAN8"SAN8"SAN8"SAN8"SAN8"(PUBLIC STREET - CONCRETE SURFACE - ROW VARIES)SE WESTGATE DR(PUBLIC STREET - CONCRETE SURFACE - ROW VARIES)1035103510351033103310341034103510321032103310331034103510351
0
3
6 103610371037103610351035103510341034
103510361037103710
3
760' INGRESS/EGRESSEASEMENT10' PUEST24"DDDST18"ST15"ST15"ST15"ST15"ST15"ST15"ST15"ST15"ST
W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"HYD
FUTURE 24" FESFL=1033.00(BY OTHERS)FUTURE
INTAKETC=1037.27FL(S
,W
)=1033
.40FL(NW
)=1033
.20
(BY
OTHERS
)FUTURE MHRIM=1038.03FL=1033.77(BY OTHERS)FUTURE INTAKETC=1038.59FL(E)=1034.99FL(S)=1035.09(BY OTHERS)HYD F/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OGGGGGGGGGW8"W8"W8"W8"W8"W8"W8"W8"W8"W12"
W12"W12"U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/ESAN8"SAN8"SAN8"SAN8"SE LAUREL STREET(FUTURE PRIVATE STREET (BY OTHERS)- CONCRETE SURFACE)15' WATERMAINEASEMENTST15"103910381037103810361035103310331039103930' BLDG. SETBACK30' BLDG. SETBACKHICKMAN ROAD (US HWY 6)FUTURE LOT 3DETENTION AREA(BY OTHERS)1035103610371038103910341035103510361037
1
0
3
8 25' INGRESS/EGRESSEASEMENTTELEPHONEEASEMENTBK 495 PG 440UTILITY 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.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:BURGER KING - WAUKEE
LOT 4 WAUKEE CENTRALEWMCJB06-28-1607-19-1608-03-16160209GRAPHIC SCALE020102040M:\LAND PROJECTS 2016\160209\DWG\C4 UTILITY.DWG8/2/2016 11:01:35 AM
DO NOTENTERPROPOSEDBURGER KING4,492 SFFF=1037.25DCOCOHY D10321033103410351036103610351034103310321032103310341035103610371035103710381039103910371037103710371037103710371035GGGGGGT103610361036103710381039
10351036DWVWVHYDWVWVDDSTELST15"ST18"ST18"ST18"ST18"ST18"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"(PUBLIC STREET - CONCRETE SURFACE - ROW VARIES)SE WESTGATE DR(PUBLIC STREET - CONCRETE SURFACE - ROW VARIES)1035103510351033103310341034103510321032103310331034103510351
0
3
6 10361037103610351035103510341034
103510361037103710
3
760' INGRESS/EGRESSEASEMENT10' PUEST24"DDST18"ST15"ST15"ST15"ST15"ST15"ST15"ST15"ST15"W12"W12"W12"W12"W12"W12"W12"W12"W12"HYD
HYD F/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OGGGGGGGGGW8"W8"W8"W8"W8"W8"W8"W8"W8"W12"
W12"W12"U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/ESAN8"SAN8"SAN8"SAN8"SE LAUREL STREET(FUTURE PRIVATE STREET (BY OTHERS)- CONCRETE SURFACE)15' WATERMAINEASEMENTST15"103910381037103810361035103310331039103930' BLDG. SETBACK30' BLDG. SETBACKHICKMAN ROAD (US HWY 6)1035103610371038103910341035103510361037
1
0
3
8 25' INGRESS/EGRESSEASEMENTTELEPHONEEASEMENTBK 495 PG 440LL3MM2RB3QR3SH2GL13GL7LD7DK4AW2TY5KF3PD10GF8GF4GF11SH1SODSODSODSODSODSODSH1GL12MAINTAIN 7' MINIMUM FROM HYDRANTTO CENTER OF PLANT LOCATIONKF12EA7SH2AW6LANDSCAPE NOTES:1.ALL SODDING & LANDSCAPE PLANTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE URBAN STANDARD SPECIFICATIONS, UNLESS SPECIFIED OTHERWISE.2.SOD ALL DISTURBED AREAS WITHIN THE CONTRACT LIMITS, UNLESS NOTED OTHERWISE.3.STAKE SOD ON ALL SLOPES 3 : 1 OR GREATER.4.PLANT QUANTITIES ARE FOR CONTRACTORS CONVENIENCE, THE DRAWING SHALL PREVAIL IF A CONFLICT OCCURS.5.ALL PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION OF AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1).6.CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE.7.IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVE IDENTIFICATION TAGS AND CORDS ON ALL PLANT MATERIAL PRIOR TO THE COMPLETION OF THE CONTRACT. DO NOT REMOVE ANYTAGS UNTIL AFTER ACCEPTANCE BY OWNER AND/OR OWNER'S REPRESENTATIVE.8.CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES, SHRUBS AND GROUND COVER BEDS TO A DEPTH OF 4 INCHES, UNLESS NOTED.9.STAKE AND WRAP ALL DECIDUOUS TREES IMMEDIATELY AFTER PLANTING. STAKE ALL TREES ACCORDING TO THE STAKING DETAILS. CONTRACTOR SHALL ADJUST AND MAINTAIN GUYINGTENSION THROUGHOUT THE PLANT ESTABLISHMENT PERIOD.10.THE LANDSCAPING CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BEFORE STARTING ANY SITE WORK OR PLANTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THEPROTECTION OF ALL EXISTING UTILITIES.11.NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE AUTHORIZATION OF THE LANDSCAPE ARCHITECT.12.ALL EDGING SHALL BE DURAEDGE 1/8" STEEL EDGING - COLOR GREEN, OR APPROVED EQUAL..13.CONTRACTOR SHALL BE RESPONSIBLE MAINTAINING APPROPRIATE LEVEL OF WATERING FOR ALL NEW PLANTS FOR A PERIOD OF 30 DAYS.14.ALL SHRUB AND PERENNIAL PLANTING BEDS SHALL INCORPORATE TYPAR 3301 NONWOVEN LANDSCAPE FABRIC (OR SIMILAR) AND 4" THICK SHREDDED HARDWOOD MULCH.15.ALL BEDS TO RECEIVE 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:BURGER KING - WAUKEE
LOT 4 WAUKEE CENTRALEWMCJB06-28-1607-19-1608-03-16160209GRAPHIC SCALE020102040DO NOT CUT CENTRAL LEADERWRAP TRUNK WITH APPROVEDTREE WRAP TO FIRST BRANCHCUT 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-SOIL3" MULCHPLANTING PIT TWICETHE WIDTH OF ROOTBALL12SHRUB PLANTING (TYP)NOT TO SCALESCALE:PLANTING SCHEDULELANDSCAPE REQUIREMENTS:TOTAL SIZE OF LOT59,600 SFTOTAL REQUIRED OPEN SPACE (20%)11,920 SFTOTAL LANDSCAPE UNITS (1 / 1000 OF OPEN SPACE)(11.9) 12TOTAL OVERSTORY REQUIRED (1 PER LANDSCAPE UNIT)12TOTAL SHRUBS REQUIRED (1 PER LANDSCAPE UNIT)12REQUIRED PARKING LOT SETBACK (1 OVERSTORY PER 40 LF)135 LFTOTAL TREE REQUIRED IN PARKING LOT SETBACK4NOTE: ANY PLANTING SUBSTITUTIONS MUST FIRST BE APPROVED, IN WRITING,BY THE WAUKEE DEVELOPMENT SERVICES DEPARTMENTM:\LAND PROJECTS 2016\160209\DWG\C5 LANDSCAPE.DWG8/2/2016 11:01:49 AM 4" DEEP HARDWOOD MULCH (DO NOTMULCH WITHIN ROCK LANDSCAPE BEDS)
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:BURGER KING - WAUKEE
LOT 4 WAUKEE CENTRALEWMCJB06-28-1607-19-1608-03-16160209M:\LAND PROJECTS 2016\160209\DWG\C6 DETAILS.DWG 8/2/2016 11:01:55 AM D42"VARIESSAME DIMENSION AS END SECTIONFLARED ENDSECTIONAAFLARED END SECTION42"ELEVATIONSECTION A-AFLARED END SECTION FOOTING DETAIL#4 BARS @ 18" ON CENTERUNDISTURBED SOILPIPE BEDDINGCONCRETE FOOTING6"1'- 8"NOT TO SCALENOT TO SCALER 2"R 1"MATCH PAVEMENTTHICKNESS6"4.5"3"12" COMPACTEDSUBGRADE95% STD PROCTOR2-6" LIFTS4000 PSIP.C.C.6" PCC, 4000 PSI(UNLESS NOTEDOTHERWISE PER PLAN)PAVING & CURB DETAIL5" PCC WALK12"SLOPE 1.5% (DESIRED - 2% MAX)FINISH WITH 3/4" RADIUS TOOLROADWAY PAVEMENT18"(DIRECTION SHOWN ON GRADING PLANS)VARIESSEALED 'E' JOINTSEE DETAIL A12" SUBGRADEPREP.1" NOMINAL5/8"RESILIENT JOINT FILLER1/2" JOINT SEALANT MATERIALDETAIL A: NOT TO SCALEEDGE WITH 1/4 INCH TOOL FOR LENGTH OF JOINTINDICATED IF FORMED; EDGING NOT REQUIREDWHEN CUT WITH DIAMOND BLADE SAWTURNED DOWN WALK DETAILSCALE NONEVARIES, 6" TYPParallel 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.Do not exceed 8.3% slope.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
INVARIESADA RAMP DETAILSSCALE NONEMUTCD R7-8 (RESERVED PARKING) SIGN2" ROUND, BLACKGALVANIZED STEEL POLEMUTCD R7-8a OR R7-8b (VAN ACCESSIBLE)SIGN AS CALLED OUT ON PLANS60"GALVANIZED STEEL PLATE8"x8"x14" BASE PLATEANCHOR IN PCC PAVING W/ (4)-12"x4"STAINLESS STEEL EXPANSION BOLTSADA PARKING SIGN DETAILSCALE NONENOTE:INSTALL SIGNS ON BOTH SIDESOF POSTS AS SHOWN ON PLANS. ..\color logo.jpg..\color logo.jpg..\color logo.jpg..\color logo.jpgNOT 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 FITTINGHOLE DIAMETER ASSPECIFIED 1/4" THICK STEEL ORIFICEPLATE BOLTED TO PIPE,OR PLACED BETWEEN JOINTSPOSITION HOLE TO FITBOTTOM OF PIPE.ORIFICE PLATENOT TO SCALEANCHOR BOLTSSPACED 1' O/C,CENTERED ON CURB CUTNORTH AMERICAN GREENC350 TRM OR EQUIVALENTTRM INSTALLATION AT CURB CUT DETAILNOT TO SCALETREATED 2"x4" LUMBERROADWAYPAVEMENTFINISHED GRADESET TRM 2" BELOW CURB CUT GRADEPROPOSED DOWNSPOUT (SIZE PER ARCH. PLANS)6" N-12 HDPE STORM SEWER@ MIN. S=1.00%(LOCATIONS PER PLAN)FLOOR SLABPROPOSED GROUNDCAP STORM PIPE AND EXTENDDOWNSPOUT INTO PIPE COVEREXTERIOR WALLPROPOSEDFOUNDATION WALL4"MIN.DEPTH VARIES
PER PLANDOWNSPOUT CONNECTION DETAILNOT TO SCALECONCRETE FLUME DETAILNOT TO SCALE5" P.C.C.4.0'6"6" COMPACTEDSUBGRADE95% STD PROCTORUSE ENGINEERINGFABRIC ONLY WHERESPECIFIED ON PLANS2"
MIN.4" PERFORATED PIPE10" MIN.(SEE SECTION4020, 2.03)POROUS BACKFILLPEA GRAVEL OR(PERFORATIONS DOWN)MINIMUM UNLESS OTHERWISE NOTED
2'-6"6"TYPICAL SUBDRAINNOT TO SCALE
DO NOTENTERPROPOSEDBURGER KING4,492 SFFF=1037.25DCOCOHY D10321033103410351036103610351034103310321032103310341035103610371035103710381039103910371037103710371037103710371035GGGGGGT103610361036103710381039 10351036DWVWVHYDWVWVDDSTELST15"ST18"ST18"ST18"ST18"SAN8"SAN8"SAN8"(PUBLIC STREET - CONCRETE SURFACE - ROW VARIES)SE WESTGATE DR(PUBLIC STREET - CONCRETE SURFACE - ROW VARIES)1035103510351033103310341034103510321032103310331034103510351
0
3
6 103610371037103610351035103510341034
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760' INGRESS/EGRESSEASEMENT10' PUEST24"DDST18"ST15"ST15"ST15"ST15"ST15"ST15"ST15"ST15"W12"W12"W12"W12"W12"W12"W12"W12"W12"HYD F/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OGGGGGGGGGW8"W8"W8"W8"W8"W8"W8"W8"W8"W12"
W12"W12"U/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/ESAN8"SAN8"SAN8"SAN8"SE LAUREL STREET(FUTURE PRIVATE STREET (BY OTHERS)- CONCRETE SURFACE)15' WATERMAINEASEMENTST15"103910381037103810361035103310331039HICKMAN ROAD (US HWY 6)DETENTION AREA103510361037103810391034103525' INGRESS/EGRESSEASEMENTTELEPHONEEASEMENTBK 495 PG 440STABILIZED CONSTRUCTION ENTRANCE:20'X50'-6" DEEP, 2-3/4" GRAVEL DRIVE W/GEOTEXTILE UNDERLAYCONCRETEWASH OUT BAGOUT HOUSE LOCATIONSANITARY WASTE WILL BE DISPOSED OFPER FEDERAL AND LOCAL REGULATIONSTEMP. CONSTRUCTION DUMPSTERLOCATION, DISPOSE OF WASTE PERFEDERAL AND LOCAL REGULATIONSEROSION CONTROLFENCE, TYP.TEMPORARY INLETPROTECTION, TYP.SFSFSFSF SFSF SFSF
SFS
F
SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SFSFSFSFSFSFSFSFSTOCKPILEPROPOSED BASIN100-YR HWL=1035.05'FREEBOARD=1036.05'INSTALL 4'x12' TRM AT CURBCUTS, REF. DETAIL C6.1, TYP.(N. AMERICAN GREEN C350)INSTALL 8'x24' TRM(N. AMERICAN GREEN C350)INSTALL 30 TONSCLASS D RIP-RAPINSTALL 4'x4'SCOUR STOP PADINSTALL 4'x4'SCOUR STOP PAD100-YR HWLBASIN DISHARGE LOCATION TO UNNAMEDTRIBUTARY OF WALNUT CREEKSF
SF
SF SF SF SF SF SF SF SF SF SF SFSFSF
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FSFSFSF
SITESWPPPC7.1REFERENCE 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:BURGER KING - WAUKEE
LOT 4 WAUKEE CENTRALEWMCJB06-28-1607-19-1608-03-16160209GRAPHIC SCALE020102040STORM WATER POLLUTION PREVENTION PLANVICINITY MAPNOT TO SCALEIOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.UTILITY NOTE:THE LOCATION OF THE UTILITIES INDICATED ON THE PLANS ARE TAKEN FROMEXISTING PUBLIC RECORDS AND ARE APPROXIMATE LOCATIONS. THE EXACTLOCATIONS OF ALL UTILITIES MUST BE ASCERTAINED IN THE FIELD. IT SHALL BETHE DUTY OF THE CONTRACTOR TO DETERMINE WHETHER ANY ADDITIONALFACILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT.EROSION CONTROL NOTES:1.SEE SUPPLEMENTAL DETAIL STORM WATER POLLUTION PLAN NARRATIVEFOR ALL EROSION CONTROL MEASURES, ADDITIONAL DETAILS AND NOTE.ADDITIONAL NOTES AND MEASURES IN NARRATIVE SHALL BE CONSIDEREDINCIDENTAL AND SHALL BE INCLUDED IN THE ORIGINAL BID.2.SWPPP PLAN AND NARRATIVE ARE CONSIDERED A LIVING DOCUMENT ANDWILL 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 MEASURES NECESSARYTO 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 AFTER STORMSEWER CONSTRUCTION.5.INSTALL FINISHED PAVING INLET PROTECTION IMMEDIATELY AFTER PAVINGIS 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 SUDAS DURING ALL CONCRETE WORK.8.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING TEMPORARYRESTROOM FACILITIES. SANITARY WASTE SHALL BE DISPOSED OF PER ALLFEDERAL, STATE AND LOCAL REGULATIONS.9.CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL TOPSOILREQUIREMENTS OF NPDES GENERAL PERMIT NO. 2 ARE MET.10.IF CONSTRUCTION ACTIVITY IS NOT PLANNED FOR AT LEAST 21 DAYS, ALLAREAS SHALL BE STABILIZED BY TEMPORARY EROSION CONTROL MEASURESWITHIN 14 DAYS OF CEASING OPERATIONS. TEMPORARY CONTROLMEASURES MAY INCLUDE APPLYING MULCH AND TACKING IT IN.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 SILT FENCE 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.5'-0" MIN.GROUND LINEENGINEERING FABRICFLOW21' ABOVE GROUND LINEVARIABLE10' MAX.5' MAX.5' MAX.10' MAX.1' ABOVE GROUND LINESECURE TOP OF ENGINEERING FABRICENGINEERING FABRIC TO BE PLACEDTO BOTTOM OF TRENCH. 12ENGINEERINGFABRICGROUNDLINETRENCH BOTTOMTRENCH BOTTOM111LINEGROUND1MIN.4"EXCESS FABRICCOMPACTED BACKFILL12"
MIN.DETAIL OF SILT FENCE AT DITCH OR SWALEDETAIL OF SILT FENCE8' SPACINGTO TOP OF STEEL POST.SEE DETAIL OF ATTACHMENT TO POST.VERTICAL CUTWIRECORDCORDCORDWIREPOSTFABRICFABRICBACK VIEW OF FABRICBACK VIEWATTACHMENT TO POST34NOTES :3MAKE VERTICAL CUT IN TOP OF FABRIC.PULL OUT AND TWIST CORD.4LOOP CORD AROUND POST FORMING ALOOP. PULL WIRE THROUGH FOLD AREAOF FABRIC AND SECURE AROUND POST.'T' STEELFENCE POSTNORMALFORESLOPE2" RISEIN FENCE31"MIN.NORMAL BACKSLOPE31" MIN.6" TRENCH DEPTH FORNORMAL INSTALLATION(MIN.) 12" TRENCHDEPTH FOR DITCHINSTALLATIONNOT TO SCALE(SECTION VIEW)(PROFILE VIEW)SILT FENCE DETAILSNOT 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 2016\160209\DWG\C7 SWPPP.DWG8/2/2016 11:02:09 AM STABILIZED ENTRANCE 30'X90'-6"DEEP 2" CLEAN CRUSHED ROCKDRIVE ON GEOTEXTILE120SILT FENCE (TYP)SWPPP LEGEND:EXISTING CONTOURPROPOSED CONTOUR120SFSFSFPROPERTY DESCRIPTION:LOT 4 WAUKEE CENTRAL, CITY OF WAUKEE, DALLASCOUNTY, IOWA.ADDRESS:450 EAST HICKMAN ROADWAUKEE, IOWA 50263OWNER:BLOUNT RESTAURANT MANAGEMENT 2CONTACT: JIM SNELL3905 SE GRIMES BLVD, SUITE DGRIMES, IA 50111PH: (515)259-9342PREPARED FOR:TROST DEVELOPMENTCONTACT: MARK TROST13503 VILLAGE COURTCLIVE, IOWA 50325PH: (515)225-1450ENGINEER:BISHOP ENGINEERINGCONTACT: CHUCK BISHOP3501 104TH STREETURBANDALE, IOWA 50322PH: (515)276-0467ZONING:C-1 COMMUNITY AND HIGHWAY SERVICECOMMERCIAL DISTRICTOPEN SPACE REQUIREMENTS:TOTAL LOT AREA = 59,600 SF = 1.37 ACRESMIN. OPEN SPACE = 11,920 SF (20.0%)EXISTING OPEN SPACE = 55,746 SF (93.5%)EXISTING IMPERVIOUS = 3,854 SF (6.5%)PROPOSED OPEN SPACE = 19,895 SF (33.4%)PROPOSED IMPERVIOUS = 39,705 SF (66.6%)BENCHMARK:SW BOLT ON HYDRANT LOCATED ON SE CORNEROF INTERSECTIONUS HIGHWAY 6 (HICKMAN ROAD) AND SEWESTGATE DRIVEELEVATION = 1036.83 (CITY OF WAUKEE DATUM)TOPSOIL NOTES:1.STRIP AND STOCKPILE THE TOPSOIL ON ALL DISTURBED AREAS.2.RESPREAD TOPSOIL TO ITS IN SITU DEPTH ON ALL GREEN (NON-PAVED) AREAS.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.QUANTITY ESTIMATE:EROSION CONTROL FENCE 460 LFTEMP. INLET PROTECTION 6 EASOD 0.5 ACC350 TRM 400 SF4'x4' SCOUR STOP 2 EACLASS D RIP-RAP 30 TONS