HomeMy WebLinkAbout2017-07-10-J12 McDonalds Remodel_Site Plan AGENDA ITEM:
CITY OF WAUKEE, IOWA
CITY COUNCIL MEETING COMMUNICATION
MEETING DATE: July 10, 2017
AGENDA ITEM: Consideration of approval of a resolution approving a site plan for
McDonald’s Remodel (125 SE Laurel Street)
FORMAT: Resolution
SYNOPSIS INCLUDING PRO & CON: McDonald’s USA, LLC, requests approval of a site plan to
allow for the remodel of the existing building onsite as well as site
improvements. The subject property is approximately 2 acres in area located
south of Hickman Road and east of SE Carefree Lane. The remodel of the
existing building includes removing the portions of the vacant gas station, new
exterior materials, and adding a play area to the restaurant. Site improvements
include relocating the drive-thru lane and adding a second lane, removal of the
car wash building, sidewalk replacement, landscaping, and parking lot
improvements. No public improvements are required as part of this site
development.
The applicant has provided elevations for the proposed building exterior
which meets the intent of the architectural guidelines within the Site
Development and Building Standards Ordinance.
FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS:
COMMISSION/BOARD/COMMITTEE COMMENT: The Planning and Zoning
Commission reviewed this project at the June 27, 2017 Commission Meeting and recommended
approval subject to remaining staff comments:
Approval for a Site Plan for McDonald’s Remodel Project (125 SE Laurel Street)
City Planner, Melissa DeBoer, introduced the request for site plan approval made by the applicant,
McDonald’s USA, llc, for their current location at 125 SE Laurel Street. The project would include a
remodel of the existing building by changing the existing exterior materials, interior floor plan, and
removing the existing vacant convenience store space in order to add a children’s play area. Site
Improvements would include removing the existing car wash located on the east side of the site,
rerouting the drive-thru lane and adding a second lane, as well as replacing the concrete and stripes of
the parking lot and sidewalks. Mrs. DeBoer advised that all accesses would remain for the property
and that the site plan meets all parking, open space, and landscaping ordinances.
At this time staff is comfortable with the site plan and would recommend approval of the site plan
subject to remaining staff comments.
• Commissioner Broderick questioned what the large structure to the east was. Mrs. DeBoer
advised it is the trash enclosure, which is not changing location between the current site layout
and the proposed project. Commissioner Broderick also clarified that the location no longer
had a gas station canopy. Mrs. DeBoer advised that it had been removed.
Commissioner Fontenot moved to approve the Site Plan for McDonald’s Remodel Project ( 125 SE
Laurel Street). Commissioner Schmidt seconded the motion. Ayes: Stonebrook, Fontenot, Broderick
Hoifeldt, and Schmidt. Nays: None. Motion Carries.
STAFF REVIEW AND COMMENT: All staff comments have been addressed.
RECOMMENDATION: Approve the resolution.
ATTACHMENTS: I. Proposed Resolution
II. Staff Report
III. Site Plan & Elevations
PREPARED BY: Andy Kass, Senior Planner
REVIEWED BY:
THE CITY OF WAUKEE, IOWA
RESOLUTION 17-
APPROVING THE SITE PLAN FOR MCDONALD’S REMODEL (125 SE LAUREL
STREET)
IN THE NAME AND BY THE AUTHORITY OF THE CITY OF WAUKEE, IOWA
WHEREAS, the City of Waukee, Dallas County, State of Iowa, is a duly organized Municipal
Organization; AND,
WHEREAS, the City of Waukee Planning and Zoning Commission recommended approval of
the Site Plan for McDonald’s Remodel, subject to remaining staff comments on June 27, 2017;
AND,
WHEREAS, the Site Plan for McDonald’s Remodel is in general conformance with §304 – Site
and Building Development Standards Ordinance of the Waukee Municipal Code; AND,
WHEREAS, the Site Plan for McDonald’s Remodel 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 10th day of July, 2017 that the Site Plan for McDonald’s Remodel is approved.
____________________________
William F. Peard, Mayor
Attest:
___________________________________
Rebecca D. Schuett, City Clerk
ROLL CALL VOTE AYE NAY ABSENT ABSTAIN
Anna Bergman
R. Charles Bottenberg
Brian Harrison
Shelly Hughes
Larry R. Lyon
STAFF REPORT
TO: Planning and Zoning Commission PREPARED BY: Melissa DeBoer
RE: McDonald’s Remodel – Site Plan
DATE: June 27, 2017
GENERAL INFORMATION:
Applicant: McDonald’s USA, LLC
Requested Action Site Plan Approval
Location and Size: Property is located at the southeast corner of E
Hickman Road and SE Carefree Lane, containing
approximately 2 acres.
LAND USES AND ZONING:
Location Existing Land Use Comprehensive Plan Current
Zoning
Property in Question Restaurant – McDonald’s
Drive Thru Neighborhood Residential C-1
North Commercial – Multi-tenant Neighborhood Residential C-1
South Commercial – Multi-tenant Neighborhood Residential C-1
East Commercial – Dairy Queen Neighborhood Residential C-1
West Commercial – Multi-tenant Neighborhood Residential C-1
BACKGROUND:
The subject property is located south of E Hickman Road and north of SE Laurel Street, east of SE Carefree
Lane. The subject property contains almost 2 acres. The applicant, McDonald’s, is requesting approval for a
site plan to remodel the existing building and make improvements to the overall site.
June 22, 2017
2 of 3
ABOVE: Aerial of the site plan (outlined in RED) in relation to the surrounding properties.
PROJECT DESCRIPTION:
The project involves the remodel of the existing McDonald’s building as well as improvements to the overall
site. The building remodel consists of using the existing shell of the building but changing the exterior materials
as well as the interior floor plan. The interior remodel includes getting rid of the existing vacant convenient
store space and adding a children’s play area.
Several site improvements are proposed including removing the existing car wash located on the east side of
the site, rerouting the drive-thru with an addition of a second drive-thru lane, replacing damaged pavement
throughout the parking lot, restriping parking spaces, replacing the sidewalk pavement along SE Laurel Street,
adding a sidewalk connection to the site from the public sidewalk along SE Laurel Street, and adding more
landscaping to the overall site.
ACCESS AND PARKING:
All existing accesses are to remain. One access is located off of SE Carefree Lane and two accesses are
located off SE Laurel Street.
The parking ordinance requires 15 parking spaces per 1,000 square feet gross floor area of kitchen and dining
space for a total of 41 spaces; they are providing 72 spaces total including 4 handicap accessible stalls. The
parking ordinance requires 5 queuing spaces per drive-thru lane for a total of 10 spaces; they are providing 13
queuing spaces.
June 22, 2017
3 of 3
SIDEWALKS/TRAILS:
Existing sidewalks along SE Carefree Lane and SE Laurel Street are to remain with the exception of the
replacement of the damaged portion of sidewalk along SE Laurel Street. This improvement will include the
removal of the existing sidewalk pavement and replacement with a 5 foot wide concrete sidewalk. A sidewalk
connection into the site is proposed from the SE Laurel Street sidewalk.
UTILITIES:
All utilities are provided to this site. The existing sanitary and water service provided to the car wash will be
abandoned with this remodel project.
Storm water detention is provided through underground detention and will remain as it currently exists.
OPEN SPACE AND LANDSCAPING:
A minimum of 20% of the project area is required to be open space. The total amount of open space
proposed is 32%. The applicant has provided the required amount of plantings per the landscaping ordinance.
ELEVATIONS:
The elevations of the building are proposed to be constructed primarily of aluminum, splitface block, brick,
corrugated metal panels, and EIFS. The existing trash enclosure is proposed to be painted to match the
proposed building elevations. Building material samples will be available at the Planning and Zoning
Commission meeting.
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
Melissa DeBoer, AICP
Planner II
SITEMCDONALD'S - WAUKEE, IA - LAUREL STSITE PLANIOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.PROPERTY DESCRIPTION:LOTS 7, 8, AND 9 WINDIELD COMMERCIAL PLAT 1, AN OFFICIAL PLAT NOWINCLUDED IN AND FORMING A PART OF THE CITY OF WAUKEE, DALLASCOUNTY, IOWA.ADDRESS:125 AND 135 SE LAUREL STREETWAUKEE, IAOWNER:McDONALD'S REAL ESTATE COMPANY2915 JORIE BLVDOAK BROOK, IL 60523PREPARED FOR:MCDONALD'S USA, LLCATTN:VICKY STADTHER1650 W 82ND STREET SUITE #900BLOOMINGTON, MN 55431PH: (952) 275-5559PREPARED BY / PROJECT MANAGER:BISHOP ENGINEERINGATTN: JOEL JACKSON3501 104TH STREETURBANDALE, IA 50322ZONING:C-1: COMMUNITY AND HIGHWAY SERVICE COMMERICAL DISTRICTBUILDING SETBACKS:FRONT YARD = 30 FEETSIDE YARD = NONEREAR YARD = 30 FEETOPEN SPACE REQUIREMENTS:TOTAL SITE AREA = 86,775 SFOPEN SPACE REQUIRED = 17,355 SF (20%)OPEN SPACE PROVIDED = 27,930 SF (32%)IMPERVIOUS SURFACE:TOTAL SITE AREA = 86,775 SFEXISTING IMPERVIOUS SURFACE = 62,845 SF (72.4%)PROPOSED IMPERVIOUS SURFACE = 58,845 SF (67.8%)NET CHANGE IN IMPERVIOUS SURFACE = -4,0030 SFPARKING REQUIREMENTS:PARKING REQUIREMENTS: 15 SPACES PER 1,000 SF OF GROSS FLOOR AREAAREA OF KITCHEN & DINING = 2,700 SFPARKING REQUIRED = 2,700x15/1,000 = 41 STALLS REQUIREDPARKING PROVIDED = 72 STALLS (INCL 4 HC STALLS)QUEUING SPACES REQUIREMENTS: 5 PER DRIVE-THRU LANEQUEUING SPACES REQUIRED = 5x2 = 10 SPACESQUEUING SPACE PROVIDED = 13 SPACES BEHIND ORDER POINTDISTURBED AREA:DISTURBED AREA = 28,000 SF MORE OR LESSTHUS NO NPDES GENERAL PERMIT NO. 2 OR COSESCO PERMIT IS REQUIREDBENCHMARK:TBM:BURY BOLT ON HYDRANT LOCATED ON NORTHEAST CORNER OFCAREFREE LANE AND LAUREL STREETN:588302.59E: 1539516.22ELEV: 1029.05VICINITY MAPNOT TO SCALECOPYRIGHT 2017 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/OTVWWVSHEET INDEX:C0.1COVER SHEET1 OF 1SITE SURVEYC1.1DEMO PLANC2.1LAYOUT PLANC2.2 - C2.6DRIVE-THRU PLANSC3.1GRADING PLANC4.1UTILITY PLANC5.1LANDSCAPE PLANUTILITY 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 CONSTRUCTIONPRELIMINARY- NOT FOR CONSTRUCTION
DATE
SITE ADDRESS
SHEET NO.
DESCRIPTION
SITE ID
McDonald's USA, LLC
DRAWN BY
DATE ISSUED
STD ISSUE DATE
REVIEWED BY
PREPARED FOR:PREPARED BY:
REV DESCRIPTION BY
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 1959
TITLE:BE#WAUKEE, IA - LAUREL ST
SITE PLAN
140233 125 LAUREL STREET, WAUKEE, IA 50263160027 JMR
6/6/17
JEJ
6/6/17
2017 McDonald's USA, LLC
1 5/9/17 1ST CITY SUBMITTAL JMR
2 6/6/17 2ND CITY SUBMITTAL JMR
3 6/20/17 3RD CITY SUBMITTAL JMR
M:\LAND PROJECTS 2016\160027 WAUKEE\DWG\C0 COVER.DWG6/20/2017 8:57:55 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 CAPNNORTHSSOUTHEEASTWWESTCOVER SHEETC0.1GENERAL NOTES:1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS AND SUDAS STANDARD SPECIFICATIONS. THE CITYOF WAUKEE DEVELOPMENT SERVICES DEPARTMENT MUST BE NOTIFIED BY ALL CONTRACTORS 48 HOURS PRIOR TO COMMENCING WORK AND PRIOR TO ANY WEEKENDOR HOLIDAY WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING WAUKEE DEVELOPMENT SERVICES DEPARTMENT 1 WEEK PRIOR TO ANY PLANNED WORKTO SCHEDULE A PRE-CONSTRUCTION MEETING.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 APPROVED PLAN SET DURING CONSTRUCTION MUST RECEIVE WRITTEN APPROVAL FROM THE CITY OF WAUKEE DEVELOPMENTSERVICES DEPARTMENT AND DESIGN ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CHANGES MADE DURING CONSTRUCTION THAT HAVE NOTRECEIVED WRITTEN APPROVAL FROM THE CITY OF WAUKEE DEVELOPMENT SERVICES DEPARTMENT.18.CONTRACTOR SHALL PROVIDE THE CITY OF WAUKEE ENGINEERING DEPARTMENT WITH A LIST OF QUANTITIES FOR SCHEDULING INSPECTION PURPOSES.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.SEE DETAILS FOR ALL PAVEMENT THICKNESS.3.DETECTABLE WARNING PANELS CALLED OUT ON PLANS SHALL BE PER A.D.A. REGULATIONS. PANEL TYPE & COLOR SHALL BE PER CITY STANDARD.4.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.5.ALL PAVEMENT REPLACEMENT SHALL COMPLY WITH THE WAUKEE STANDARD SPECIFICATIONS FOR PUBLIC IMPROVEMENTS.UTILITY NOTES:1.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.2.ACTIVE EXISTING FIELD TILES ENCOUNTERED DURING CONSTRUCTION SHALL BE REPAIRED, REROUTED, OR CONNECTED TO PUBLIC OR PRIVATE STORM SEWER TOREMAIN IN SERVICE AND LOCATIONS SHALL BE NOTED ON AS-BUILT DRAWINGS.UTILITY MAPS PROVIDED BY:1. ELECTRIC (MIDAMERICAN / MECDSMDesignLocates@midamerican.com)2. TELEPHONE (CENTURY LINK / 720-578-8090)3. CABLE (MEDIACOM / mprobst@mediacomcc.com)4. GAS (CITY OF WAUKEE / ekoester@waukee.org)5. WATER (CITY OF WAUKEE / ekoester@waukee.org)6. STORM & SANITARY (CITY OF WAUKEE / ekoester@waukee.org)7. FIBER (CONSOLIDATED / 507-387-1770)UTILITY NOTE:ALL UNDERGROUND UTILITIES ON THIS PLAN ARE ESTIMATED LOCATIONS DRAWN FROMMAPS PROVIDED THROUGH ONE CALL.PUBLIC GAS LINES WERE NOT SHOWN TO AFFECT THE IMMEDIATE AREA PERMIDAMERICAN MAPS. A PREVIOUS SITE UTILITY PLAN DID NOT INCLUDE LOCATIONS OFA PRIVATE GAS LINE SUPPLYING THE SITE. FURTHER INVESTIGATION IS REQUIRED TODETERMINE LOCATION AND SIZE OF GAS LINES THAT AFFECT THIS SITE.THE LOCATIONS OF EASEMENTS ARE ESTIMATED FROM A 2000 ALTA SURVEY PROVIDEDBY McDONALD'S CORPORATIONC0.1, C1.1 - C5.1
W
SOWVHYDWVDEX STORM MHRIM=1030.03FL(W)=1022.04FL(E)=N/AWVHYDTBM: BURY BOLTELEV=1029.05EX INTAKET/C=1027.69FL(S)=1022.16DEX STORM MHRIM=1027.80FL(E)=1021.28FL(W)=1021.15EX INTAKET/C=1030.71FL(S)=1023.74DEX STORM MHRIM=1030.75FL(W)=1022.98FL(E)=1022.9815" ASH15" ASH15" ASH15" ASHETTEX INTAKERIM=1027.40FL(N)=1024.45FF=1028.90WSOFF=1028.92
FF=1028.90WVWVFF=1028.90
MHMHCOCOSEX SAN MHRIM=1028.48INV(N)=1022.44INV(W)=1022.36FF=1029.21WVWVGMCO10" TREETT9" ASHSEX SAN MHRIM=1030.06INV(NE)=1022.81INV(S)=1022.5810" TREE10" TREEEX INTAKERIM=1027.01FL(S)=1023.86EX INTAKERIM=1027.02FL(S)=1024.06EX INTAKERIM=1026.84FL(S)=1023.9210" TREEGMEMEPEP EP EP
YADRFF=1028.91FF=1028.91EX INTAKERIM=1027.59FL(N)=1024.21EX INTAKERIM=1027.56FL=1023.52SEX SAN MHRIM=1029.05INV(S)=1019.07INV(E)=1018.979" MAPLEEX INTAKET/C=1025.27FL9W)=1021.68DEX STORM MHRIM=1025.32FL(N)=1022.366" MAPLE12" MAPLEDEX STORM MHRIM=1028.18EX INTAKERIM=1026.89FL(S)=1023.66EX INTAKERIM=1027.08FL(S)=1023.85EX CAR WASHFF=1029.65McDONALD'S125 SE LAUREL ST.6,491 SQUARE FEETONE STORY49.5'3.3'32.5'3.3'10.8'23.7'12.1'24.7'12.0'9.7'12.1'12.0'78.7'30.6'2.0'39.6'DRIVETHRUTHANK
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SAN 6"SAN 6"EX CONCRETEEX CONCRETE SIDEWALKEX HEIGHTRESTRICTION BAREX MENU BOARD ANDORDER BOXEX TRASHENCLOSUREEX ROOF LADDEREX TRENCHFOR DRAINAGEEX TRENCHFOR DRAINAGEEX CANOPYOVER ENTRANCE45.64' ℄ WORKING WINDOWSEX UNDERGROUND STORM WATER DETENTION168719418ST 15"
ST 15"(N89°31'01"E 177.80')(N89°31'01"E 133.40')(S00°02'11"E 196.00')(S89°46'04"W 133.77')30' BUILDING SETBACK30' BUILDING SETBACK
(S89°46'04"W 133.40')(S89°46'04"W 152.88')(N00°25'07"W 169.13')(R=25.00' L=39.19'CH=35.30' S45°19'32"E)5' US WEST COMMUNICATIONSEASEMENTBOOK 1997, PAGE 10698PROPERTY LINEESTABLISHED THROUGHBOUNDARY AGREEMENTBOOK 799, PAGE 388-39410' PUEBK 1999 PG 208410' PUEBK 1999 PG 2084
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(S00°25'07"E 195.41')
(S00°25'07"E 194.83')LOT 7LOT 8LOT 98.89'40.32'37.06'9.85'23.51'11.88'32.16'18.61'OWNER: SOUTHERNCROSS, LLCZONED: COMMERCIALLOT 110.56'37.32'37.11'7.88'17.1'35.92'10.18'8.02'20.39'17.45'9.82'28.15'16.44'19.8'(N89°31'01"E 135.08')16.5' TELEPHONE EASEMENT
BOOK 495, PAGE438 &
BOOK 568, PAGE 641
10' PUE
BOOK 1999, PAGE 2084
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DRIVETHRUDRIVETHRU23SAN6"
W 2"W 2"EX TANKLIDSEX 1,500 GALLONGREASE TRAPST48"ST48"ST48"ST48"ST48"ST48"ST48"ST48"ST48"EX UNDERGROUND STORM WATER DETENTIONW
SOWVHYDWVDEX STORM MHRIM=1030.03FL(W)=1022.04FL(E)=N/AWVHYDTBM: BURY BOLTELEV=1029.05EX INTAKET/C=1027.69FL(S)=1022.16DEX STORM MHRIM=1027.80FL(E)=1021.28FL(W)=1021.15EX INTAKET/C=1030.71FL(S)=1023.74DEX STORM MHRIM=1030.75FL(W)=1022.98FL(E)=1022.9815" ASH15" ASH15" ASH15" ASHETTEX INTAKERIM=1027.40FL(N)=1024.45FF=1028.90WSOFF=1028.92
FF=1028.90WVWVFF=1028.90
MHMHCOCOSEX SAN MHRIM=1028.48INV(N)=1022.44INV(W)=1022.36FF=1029.21WVWVGMCO10" TREETT9" ASHSEX SAN MHRIM=1030.06INV(NE)=1022.81INV(S)=1022.5810" TREE10" TREEEX INTAKERIM=1027.01FL(S)=1023.86EX INTAKERIM=1027.02FL(S)=1024.06EX INTAKERIM=1026.84FL(S)=1023.9210" TREEGMEMEPEP EP EP
YADRFF=1028.91FF=1028.91EX INTAKERIM=1027.59FL(N)=1024.21EX INTAKERIM=1027.56FL=1023.52SEX SAN MHRIM=1029.05INV(S)=1019.07INV(E)=1018.979" MAPLEEX INTAKET/C=1025.27FL9W)=1021.68DEX STORM MHRIM=1025.32FL(N)=1022.366" MAPLE12" MAPLEDEX STORM MHRIM=1028.18EX INTAKERIM=1026.89FL(S)=1023.66EX INTAKERIM=1027.08FL(S)=1023.85EX CAR WASHFF=1029.65McDONALD'S125 SE LAUREL ST.6,491 SQUARE FEETONE STORY49.5'3.3'32.5'3.3'10.8'23.7'12.1'24.7'12.0'9.7'12.1'12.0'78.7'30.6'2.0'39.6'DRIVETHRUTHANK
YOU
TELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELE
ST 15"ST 15"ST 15"ST15"ST6"ST6"STSTST36"ST36"ST36"ST36"ST36"ST36"ST36"ST30"ST30"ST30"ST30"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"6"W6"F/OF/OF/OF/OF/OF/OF/OF/OF/OSAN
SAN
SAN
SAN
SAN
SANSANSTS
T
ST F/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E
CATV CATV CATV CATV CATV CATV CATV CATVCATVCATVF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E
O/E O/E O/E O/E O/E O/E O/E O/E
O/E
O/E
SAN 6"SAN 6"SAN6"SAN6"SAN6"W 2"W 2"
SAN 6"SAN 6"EX CONCRETEEX CONCRETE SIDEWALKEX HEIGHTRESTRICTION BAREX MENU BOARD ANDORDER BOXEX TRASHENCLOSUREEX ROOF LADDEREX TRENCHFOR DRAINAGEEX TRENCHFOR DRAINAGEEX CANOPYOVER ENTRANCE45.64' ℄ WORKING WINDOWSEX UNDERGROUND STORM WATER DETENTION168719418ST 15"
ST 15"(N89°31'01"E 177.80')(N89°31'01"E 133.40')(S00°02'11"E 196.00')(S89°46'04"W 133.77')30' BUILDING SETBACK30' BUILDING SETBACK
(S89°46'04"W 133.40')(S89°46'04"W 152.88')(N00°25'07"W 169.13')(R=25.00' L=39.19'CH=35.30' S45°19'32"E)5' US WEST COMMUNICATIONSEASEMENTBOOK 1997, PAGE 10698PROPERTY LINEESTABLISHED THROUGHBOUNDARY AGREEMENTBOOK 799, PAGE 388-39410' PUEBK 1999 PG 208410' PUEBK 1999 PG 2084
11.35'SE LAUREL STREET(PUBLIC STREET - CONCRETE SURFACE - 70' ROW)CAREFREE LANE(PUBLIC STREET - CONCRETE SURFACE - 70' ROW)30' BUILDING SETBACK69.62'
(S00°25'07"E 195.41')
(S00°25'07"E 194.83')LOT 7LOT 8LOT 98.89'40.32'37.06'9.85'23.51'11.88'32.16'18.61'OWNER: SOUTHERNCROSS, LLCZONED: COMMERCIALLOT 110.56'37.32'37.11'7.88'17.1'35.92'10.18'8.02'20.39'17.45'9.82'28.15'16.44'19.8'(N89°31'01"E 135.08')16.5' TELEPHONE EASEMENT
BOOK 495, PAGE438 &
BOOK 568, PAGE 641
10' PUE
BOOK 1999, PAGE 2084
mtr55.1'10281028102810271026102
81029
1029103110321032102910281030103110291028102910271026102710281029 10251
DRIVETHRUDRIVETHRU23SAN6"
W 2"W 2"EX TANKLIDSEX 1,500 GALLONGREASE TRAPST48"ST48"ST48"ST48"ST48"ST48"ST48"ST48"ST48"EX UNDERGROUND STORM WATER DETENTIONMcDONALD'S - WAUKEE, IOWASITE SURVEYPROPERTY DESCRIPTION:LOTS 7, 8, AND 9 WINDIELD COMMERCIAL PLAT 1, AN OFFICIALPLAT NOW INCLUDED IN AND FORMING A PART OF THE CITY OFWAUKEE, DALLAS COUNTY, IOWA.AREA:86,775 SQUARE FEET, 1.99 ACRESADDRESS:125 and 135 SE LAUREL STREETWAUKEE, IOWAOWNER:McDONALD'S REAL ESTATE COMPANY2915 JORIE BLVDOAK BROOK, IL 60523PREPARED FOR:MCDONALD'S USA, LLCATTN:VICKY STADTHER1650 W 82ND STREET SUITE #900BLOOMINGTON, MN 55431PH: (952) 275-5559BENCHMARK:TBM: BURY BOLT ON HYDRANT LOCATED ON NORTHEASTCORNER OF CAREFREE LANE AND LAUREL STREETN:588302.59E: 1539516.22ELEV: 1029.05PARKING COUNT:72 STANDARD STALLS 3 HANDICAP STALLS75 TOTAL STALLSVICINITY MAPNOT TO SCALEFIELD WORK COMPLETED ON: 12/13/2016COPYRIGHT 2017 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.ABBREVIATIONS:ACACRESASPHASPHALTBKBOOKCONCCONCRETEDDEEDED DISTANCEEXEXISTINGENCLENCLOSUREFFFINISHED FLOORFLFLOW LINEFRACFRACTIONALMMEASURED DISTANCEMHMANHOLEOPCORANGE PLASTIC CAPPPLATTED DISTANCEPGPAGEPOBPOINT OF BEGINNINGPOCPOINT OF COMMENCEMENTPRAPREVIOUSLY RECORDED ASPUEPUBLIC UTILITY EASEMENTROWRIGHT OF WAYSFSQUARE FEETSANSANITARYTYPTYPICALYPCYELLOW PLASTIC CAPNNORTHSSOUTHEEASTWWESTLEGEND: 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 #12386SECTION CORNER - FOUND AS NOTEDDSCOHYDI
CVWWSOYADREEMEELECEJEPGMGVA/CTTELTTSFOF/OTVWWVGRAPHIC SCALE020102040M:\LAND PROJECTS 2016\160027 WAUKEE\DWG\C0 SITE SURVEY.DWG 6/20/2017 8:58:21 AMPRELIMINARY- NOT FOR CONSTRUCTION
DATE
SITE ADDRESS
SHEET NO.
DESCRIPTION
SITE ID
McDonald's USA, LLC
DRAWN BY
DATE ISSUED
STD ISSUE DATE
REVIEWED BY
PREPARED FOR:PREPARED BY:
REV DESCRIPTION BY
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 1959
TITLE:BE#WAUKEE, IA - LAUREL ST
SITE PLAN
140233 125 LAUREL STREET, WAUKEE, IA 50263160027 JMR
6/6/17
JEJ
6/6/17
2017 McDonald's USA, LLC
1 5/9/17 1ST CITY SUBMITTAL JMR
2 6/6/17 2ND CITY SUBMITTAL JMR
3 6/20/17 3RD CITY SUBMITTAL JMRSITE SURVEY1 OF 1IOWAONE CALL1-800-292-8989www.iowaonecall.com811Know what's below. Call before you dig.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.UTILITY MAPS PROVIDED BY:1. ELECTRIC (MIDAMERICAN / MECDSMDesignLocates@midamerican.com)2. TELEPHONE (CENTURY LINK / 720-578-8090)3. CABLE (MEDIACOM / mprobst@mediacomcc.com)4. GAS (MIDAMERICAN / MECDSMDesignLocates@midamerican.com)5. WATER (CITY OF WAUKEE / ekoester@waukee.org)6. STORM & SANITARY (CITY OF WAUKEE / ekoester@waukee.org)7. FIBER (CONSOLIDATED / 507-387-1770)SITEUTILITY NOTE:ALL UNDERGROUND UTILITIES ON THIS PLAN ARE ESTIMATEDLOCATIONS DRAWN FROM MAPS PROVIDED THROUGH ONE CALL.PUBLIC GAS LINES WERE NOT SHOWN TO AFFECT THE IMMEDIATEAREA PER MIDAMERICAN MAPS. A PREVIOUS SITE UTILITY PLANDID NOT INCLUDE LOCATIONS OF A PRIVATE GAS LINE SUPPLYINGTHE SITE. FURTHER INVESTIGATION IS REQUIRED TO DETERMINELOCATION AND SIZE OF GAS LINES THAT AFFECT THIS SITE.THE LOCATIONS OF EASEMENTS ARE ESTIMATED FROM A 2000ALTA SURVEY PROVIDED BY McDONALD'S CORPORATION
CP #4CP #5CP #7CP #8WSOWVHYDWVDEX STORM MHRIM=1030.03FL(W)=1022.04FL(E)=N/AWVHYDTBM: BURY BOLTELEV=1029.05EX INTAKET/C=1027.69FL(S)=1022.16DEX STORM MHRIM=1027.80FL(E)=1021.28FL(W)=1021.15EX INTAKET/C=1030.71FL(S)=1023.74DEX STORM MHRIM=1030.75FL(W)=1022.98FL(E)=1022.9815" ASH15" ASH15" ASH15" ASHETTEX INTAKERIM=1027.40FL(N)=1024.45FF=1028.90WSOFF=1028.92
FF=1028.90WVWVFF=1028.90
MHMHCOCOSEX SAN MHRIM=1028.48INV(N)=1022.44INV(W)=1022.36FF=1029.21WVWVGMCO10" TREETT9" ASHSEX SAN MHRIM=1030.06INV(NE)=1022.81INV(S)=1022.5810" TREE10" TREEEX INTAKERIM=1027.01FL(S)=1023.86EX INTAKERIM=1027.02FL(S)=1024.06EX INTAKERIM=1026.84FL(S)=1023.9210" TREEGMEMEPEP EP EP
YADRFF=1028.91FF=1028.91EX INTAKERIM=1027.59FL(N)=1024.21EX INTAKERIM=1027.56FL=1023.52SEX SAN MHRIM=1029.05INV(S)=1019.07INV(E)=1018.979" MAPLEEX INTAKET/C=1025.27FL9W)=1021.68DEX STORM MHRIM=1025.32FL(N)=1022.366" MAPLE12" MAPLEDEX STORM MHRIM=1028.18EX INTAKERIM=1026.89FL(S)=1023.66EX INTAKERIM=1027.08FL(S)=1023.85EX CAR WASHFF=1029.65McDONALD'S125 SE LAUREL ST.6,491 SQUARE FEETONE STORY49.5'3.3'32.5'3.3'10.8'23.7'12.1'24.7'12.0'9.7'12.1'12.0'78.7'30.6'2.0'39.6'DRIVETHRUTHANK
YOU TELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELE
ST 15"ST 15"ST 15"ST15"ST6"ST6"STSTSTST36"ST36"ST36"ST36"ST36"ST36"ST36"ST30"ST30"ST30"ST30"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W6"W6"F/OF/OF/OF/OF/OF/OF/OF/OF/OSAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN SANSANSTS
T
ST
ST ST F/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E
CATV CATV CATV CATV CATV CATV CATV CATV CATVCATVCATVF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E
O/E O/E O/E O/E O/E O/E O/E O/E O/E
O/E
O/E
O/E
SAN 6"SAN 6"SAN6"SAN6"SAN6"W 2"W 2"
SAN 6"SAN 6"EX CONCRETE SIDEWALKEX HEIGHTRESTRICTION BAREX MENU BOARD ANDORDER BOXEX TRASHENCLOSUREEX TRENCHFOR DRAINAGEEX TRENCHFOR DRAINAGEEX CANOPYOVER ENTRANCEEX UNDERGROUND STORM WATER DETENTION74ST 15"
ST 15"5' US WEST COMMUNICATIONSEASEMENTBOOK 1997, PAGE 10698PROPERTY LINEESTABLISHED THROUGHBOUNDARY AGREEMENTBOOK 799, PAGE 388-39410' PUEBK 1999 PG 208410' PUE
BK 1999 PG 2084
SE LAUREL STREET(PUBLIC STREET - CONCRETE SURFACE - 70' ROW)CAREFREE LANE(PUBLIC STREET - CONCRETE SURFACE - 70' ROW)LOT 7LOT 8LOT 9SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"LOT 116.5' TELEPHONE EASEMENT
BOOK 495, PAGE438 &
BOOK 568, PAGE 641
10' PUE
BOOK 1999, PAGE 2084
mtr10281028102810271026102
81029
1029103110321032102910281030103110291028102910271026102710281029 10251
DRIVETHRUDRIVETHRU23SAN6"
W 2"W 2"EX TANKLIDSEX 1,500 GALLONGREASE TRAPST48"ST48"ST48"ST48"ST48"ST48"ST48"ST48"ST48"EX UNDERGROUND STORM WATER DETENTIONSAWCUT & REMOVEEX PAVEMENT TONEAREST JOINTSAWCUT & REMOVEEX PAVEMENT TONEAREST JOINTSANDBLAST &REMOVE EX STRIPING(DO NOT GRIND)REMOVE EXSIDEWALKREMOVE EXSIDEWALKREMOVEREMOVEREMOVEREMOVE EXSHRUBSREMOVE EXHANDICAP SIGNSREMOVE EXHANDICAP SIGNSRELOCATE EXBIKE RACKREMOVE EXSIDEWALKREMOVE EX PULLFORWARD SIGNREMOVE EXBOLLARDPROTECT EXMANHOLESSAWCUT & REMOVEEX PAVEMENT TONEAREST JOINTPROTECT EXTELE RISERSPROTECT EXLIGHT POLEREMOVE EXHANDRAILRELOCATE EX LIGHTPOLE, REMOVE EXFOUNDATIONSAWCUT & REMOVEEX PAVEMENT TONEAREST JOINTSAWCUT & REMOVEEX PAVEMENT TONEAREST JOINTSAWCUT & REMOVEEX PAVEMENT TONEAREST JOINTPROTECT EX TREE W/ORANCE CONSTRUCTIONFENCEPROTECT EX TREE W/ORANCE CONSTRUCTIONFENCEREMOVE OLDSIGN BASEREMOVE EX GAS METERCOORDINATE DISCONNECTIONW/ CITY OF WAUKEEREMOVE CAR WASHORDER POINT &BOLLARDSREMOVE EXCAR WASHPROTECT EXINTAKEPROTECT EXMANHOLEABANDON EX WATERSERVICE IN ACCORDANCEWITH CITY STANDARDSAT MAINABANDON EXSANITARY SERVICE INACCORDANCE WITHCITY STANDARDSAT MAINREMOVE EXPAVEMENTREMOVE EXPAVEMENTREMOVE EXPAVEMENTSAWCUT & REMOVEEX PAVEMENT TONEAREST JOINTSANDBLAST &REMOVE EX STRIPING(DO NOT GRIND)SANDBLAST &REMOVE EX STRIPING(DO NOT GRIND)REMOVE EX TANKS PERSTATE REQUIREMENTSPROTECT EXUNDERGROUNDDETENTION SYSTEMABANDON EXSANITARY SERVICEPER CITY STANDARDSPROTECT EXSANITARY SERVICESANDBLAST &REMOVE EX STRIPINGIN FRONT OF TRASHSANDBLAST &REMOVE EX STRIPING(DO NOT GRIND)SAWCUT & REMOVEEX PAVEMENTSAWCUT & REMOVEEX PAVEMENTPROTECT EX TREESREMOVE EXSIDEWALKREMOVE EXSIDEWALKPROTECT EXMANHOLEPROTECT EX VALVESGRIND EX CURB FLUSH ASNEEDED FOR NEW SIDEWALKGRIND EX CURBFLUSH AS NEEDEDFOR NEW SIDEWALKPROTECT EXINTAKESEE UTILITY PLAN FORPOSSIBLE ADDITIONALPAVEMENT 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.PRELIMINARY- NOT FOR CONSTRUCTION
DATE
SITE ADDRESS
SHEET NO.
DESCRIPTION
SITE ID
McDonald's USA, LLC
DRAWN BY
DATE ISSUED
STD ISSUE DATE
REVIEWED BY
PREPARED FOR:PREPARED BY:
REV DESCRIPTION BY
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 1959
TITLE:BE#WAUKEE, IA - LAUREL ST
SITE PLAN
140233 125 LAUREL STREET, WAUKEE, IA 50263160027 JMR
6/6/17
JEJ
6/6/17
2017 McDonald's USA, LLC
1 5/9/17 1ST CITY SUBMITTAL JMR
2 6/6/17 2ND CITY SUBMITTAL JMR
3 6/20/17 3RD CITY SUBMITTAL JMRGRAPHIC SCALE020102040M:\LAND PROJECTS 2016\160027 WAUKEE\DWG\C1 DEMO.DWG6/20/2017 8:58:48 AM
DEMO PLANC1.1
9'8'9'9'5'9'17'6'5.5'STRUCTURAL STOOPTYP (REF ARCH)R10'R15'R1
'ADA RAMP & LANDING W/ BEAMCURB (SEE DETAIL 4/C2.5)ADA RAMP & LANDING W/ BEAMCURB (SEE DETAIL 4/C2.5)BOLLARD W/ VANACCESSIBLE HC SIGN(SEE DETAIL 2/C2.5)BOLLARD W/ HC SIGN(SEE DETAIL 2/C2.5)7"
PCC7"
PCC7"
PCC7"
PCC7"
PCCINSTALL METAL PLATE OVERCONCRETE FLUME & OUTLETDOWNSPOUTS INTO FLUME(SEE DETAIL 6/C2.1)INSTALL METAL PLATE OVERCONCRETE FLUME & OUTLETDOWNSPOUTS INTO FLUME(SEE DETAIL 6/C2.1)5" PCC TURNED DOWNWALK (SEE DETAIL 2/C2.1)STRUCTURAL STOOPTYP (REF ARCH)ADA RAMP& LANDING7"
PCCADA RAMP& LANDING5" PCC WALK5'5'5'5" PCC WALKREINSTALL EXBIKE RACK7"
PCC7"
PCC7"
PCC7"
PCC7"
PCCBOLLARD W/ PULLFORWARD SIGN(SEE DETAIL 3/C2.5)INSTALL RELOCATEDLIGHT POLE ON NEWFOOTING. MATCH BOLTPATTERN ON EX POLE(SEE DETAIL 3/C2.4)13'
13'13'13'18'18'R20'R15'R4'R50'
R
5
0
'R20'
R
2
0
'
R33'
R30'R43'R43'R1.5'R2.75'SEE SHEET C2.6 FORALL SITE STRIPINGSEE SHEET C2.6 FORALL SITE STRIPINGR15'R5'R5'R3'7"
PCCR50'INSTALL SIGN TOREAD 'DO NOTBLOCK DRIVE'R
5
'
18'9' TYP9.5
'R3'R3'
R
3
'
R
3
'
6'
6'24'19'19'9'
9'MENUBOARDS, TYP(SEE SHEET C2.2)TRUCK UNLOADING AREA8169918536ADA RAMP & LANDING W/DETECTABLE WARNING5" PCC WALK5" PCC WALKR50'
5'
5'
R1'R1'R3'R
2
0
'24" WIDE CURB &GUTTER SECTION24" WIDE CURB &GUTTER SECTION7"
PCC7" PCCW6"W6"
R50'GRIND EXCURB FLUSHGRIND EXCURB FLUSHR10'CP #4CP #5CP #7CP #8WSOWVHYDWVDWVHYDDD15" ASH15" ASH15" ASH15" ASHETTFF=1028.90
W
SOFF=1028.92
FF=1028.90WVWVFF=1028.90
MHMHCOCOSFF=1029.21WVWV10" TREETT9" ASHS10" TREE10" TREE10" TREEGMEMEPEP EP EP
YADR FF=1028.91S9" MAPLED6" MAPLE12" MAPLEDMcDONALD'S125 SE LAUREL ST.6,491 SQUARE FEETONE STORY49.5'3.3'32.5'3.3'10.8'23.7'12.1'24.7'12.0'9.7'12.1'12.0'78.7'30.6'2.0'39.6'DRIVETHRUTELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELE
ST 15"ST 15"ST 15"ST15"ST6"ST6"STSTSTST36"ST36"ST36"ST36"ST36"ST36"ST36"ST30"ST30"ST30"ST30"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W6"W6"F/OF/OF/OF/OF/OF/OF/OF/OF/OSAN
SAN
SAN
SAN
SAN
SANSANSTS
T
ST
ST ST ST F/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E
CATV CATV CATV CATV CATV CATV CATV CATVCATVCATVF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E
O/E O/E O/E O/E O/E O/E O/E O/E
O/E
O/E
6"SAN 6"SAN6"SAN6"SAN6"W 2"W 2"
SAN 6"SAN 6"EX TRASHENCLOSUREST 15"(N89°31'01"E 177.80')(N89°31'01"E 133.40')(S00°02'11"E 196.00')(S89°46'04"W 133.77')30' BUILDING SETBACK30' BUILDING SETBACK
(S89°46'04"W 133.40')(S89°46'04"W 152.88')(N00°25'07"W 169.13')(R=25.00' L=39.19'CH=35.30' S45°19'32"E)5' US WEST COMMUNICATIONSEASEMENTBOOK 1997, PAGE 10698PROPERTY LINEESTABLISHED THROUGHBOUNDARY AGREEMENTBOOK 799, PAGE 388-39410' PUEBK 1999 PG 208410' PUE
BK 1999 PG 2084
SE LAUREL STREET(PUBLIC STREET - CONCRETE SURFACE - 70' ROW)CAREFREE LANE(PUBLIC STREET - CONCRETE SURFACE - 70' ROW)30' BUILDING SETBACK(S00°25'07"E 195.41')
(S00°25'07"E 194.83')LOT 7LOT 8LOT 9OWNER: SOUTHERNCROSS, LLCZONED: COMMERCIALLOT 1(N89°31'01"E 135.08')16.5' TELEPHONE EASEMENT
BOOK 495, PAGE438 &
BOOK 568, PAGE 641
10' PUE
BOOK 1999, PAGE 2084
mtrDRIVETHRUST48"ST48"ST48"ST48"ST48"ST48"ST48"ST48"ST48"GENERAL NOTES:1.ALL DIMENSION ARE TO BACK OF CURB UNLESS NOTED OTHERWISE.GRAPHIC SCALE020102040PRELIMINARY- NOT FOR CONSTRUCTION
DATE
SITE ADDRESS
SHEET NO.
DESCRIPTION
SITE ID
McDonald's USA, LLC
DRAWN BY
DATE ISSUED
STD ISSUE DATE
REVIEWED BY
PREPARED FOR:PREPARED BY:
REV DESCRIPTION BY
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 1959
TITLE:BE#WAUKEE, IA - LAUREL ST
SITE PLAN
140233 125 LAUREL STREET, WAUKEE, IA 50263160027 JMR
6/6/17
JEJ
6/6/17
2017 McDonald's USA, LLC
1 5/9/17 1ST CITY SUBMITTAL JMR
2 6/6/17 2ND CITY SUBMITTAL JMR
3 6/20/17 3RD CITY SUBMITTAL JMRLAYOUT PLANC2.1M:\LAND PROJECTS 2016\160027 WAUKEE\DWG\C2 LAYOUT.DWG6/20/2017 8:59:45 AM
5/8"RESILIENT JOINT FILLER1/2" GRAY MASTIC JOINTSEALANT MATERIALDETAIL A: NOT TO SCALEEDGE WITH 1/4 INCH TOOL FOR LENGTH OF JOINTINDICATED IF FORMED; EDGING NOT REQUIREDWHEN CUT WITH DIAMOND BLADE SAW1"STRUCTURAL STOOPSEE STRUCTURALSIDEWALKSEALED EXPANSIONJOINT, SEE DETAIL ASLOPE AWAY FROM BUILDINGPER GRADING PLAN12"SLOPE PER PLANS 1.5% MAX CROSS SLOPEROADWAY PAVEMENT6" MAX24" MIN(DIRECTION SHOWN ON GRADING PLANS)VARIES1" NOMINAL5/8"RESILIENT JOINT FILLER1/2" GRAY MASTIC JOINTSEALANT MATERIALDETAIL A: NOT TO SCALEEDGE WITH 1/4 INCH TOOL FOR LENGTH OF JOINTINDICATED IF FORMED; EDGING NOT REQUIREDWHEN CUT WITH DIAMOND BLADE SAW1"1" NOMINALNOTES:*IMPORTANT:* 1" EXPANSION JOINT BETWEENROADWAY PAVEMENT AND WALK MUST BEINSTALLED TO FULL DEPTH OF SLAB.FINISH W/ 3/4" RADIUS TOOLSEALED 'E' JOINTSEE DETAIL A& NOTESSEE PAVEMENT SECTIONFOR SUBGRADE INFOIF ROCK IS USED UNDERROADWAY PAVEMENT, CONTINUEROCK UNDER SIDEWALKPAVEMENT, MATCH SECTIONSEALED 'E' JOINTSEE DETAIL A& NOTESBUILDING WALL(WHERE APPLICABLE)5"5"#4 BARS 24" O/C BOTH WAYSALL REINFORCEMENT SHALLBE EPOXY COATED6"TURNED DOWN WALK DETAILSCALE NONE2C2.1STRUCTURAL STOOP / SIDEWALK TRANSITION DETAILSCALE NONE3C2.1CONCRETE SIDEWALKPLAN VIEW12"2"18"2"12"4"5"8"METAL PLATECONCRETE SIDEWALK1/2" MAX1/2" MAX18"PROFILE VIEWMETAL PLATE1/2" MAXOUTLET DOWNSPOUTINTO FLUME1/4" MAX CHANGE IN LEVELMETAL PLATE OVER CONCRETE FLUME DETAILSCALE NONE6C2.124"TYPE 1 PAVEMENT SECTIONSCALE NONE1C2.1COMPACTEDBACKFILL6"8"4.5"3"R 1"R 2"12" SUBDRAGEPREPARATION7" PCCNOTES:1.SLOPE GUTTER IN ACCORDANCE WITH GRADING PLAN.2.IF EXISTING PAVEMENT SECTION HAS ROCK BASE, CONTINUE SECTION UNDER NEW PAVEMENT.BACK OF CURBFACE OF CURBEDGE OF TURNED DOWN WALKSIDEWALK PAVEMENTGRASS/LANDSCAPINGROADWAY PAVEMENTPLAN VIEWCURB & GUTTER / TURNED DOWN WALK TRANSITION DETAILSCALE NONE5C2.1SLOPE DOWNSLOPE DOWNBBAAPLAN VIEWVARIES5" PCC WALKCONCRETE BEAMCURB BEYONDSECTION VIEW B-BPARKING LOT PAVEMENT(SEPERATE POUR FROM WALK)5" PCC WALKSECTION VIEW A-A6"VARIES, SEE PLANSEALED 1"EXPANSION JOINTVARIES, SEE PLANVARIES, SEE PLANVARIESVARIESNOTES:1. SIDEWALK CROSS SLOPE SHALL BE 1.5% DESIGN, 2% MAX2. RAMP RUNNING SLOPE SHALL BE 6.25% DESIGN, 8.33% MAXRAMP WITH BEAM CURB DETAILSCALE NONE4C2.1BEAM CURB (SEPERATEPOUR FROM WALK)BUILDING WALLGRASS SLOPE@ 2% MIN
DRIVE-THRULENGTH=104'±6" MIN5.25'
1.75'15'14'1.75'6" MIN6" MIN5.25
'
R30'
R3
3
'R1.5'R43'R2
0
'15'15'R43'
6" M
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N
1
2
"
-
1
8
"13'13'R20'R20'IABBCDEFGHJKLL44.08'R30'R100'10'R90'DIMENSION TOFACE OF CURBNNNNNMM13'
1
3
'R30'
W6"R10'FF=1028.90WSOFF=1028.92
FF=1028.90WVWVFF=1028.90
MHMHCOFF=1029.21GMEMEPEP EP EP
YADR FF=1028.91McDONALD'S125 SE LAUREL ST.6,491 SQUARE FEETONE STORY49.5'3.3'32.5'3.3'10.8'23.7'12.1'24.7'12.0'9.7'12.1'12.0'78.7'30.6'2.0'39.6'TELETELETELE F/OF/OU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E U/E
W 2"EX TRASHENCLOSUREST 15"ST 15"ST 15"LOT 8LOT 9ST48"ST48"ST48"ST48"ST48"ST48"ST48"ST48"ST48"ST48"ST48"ST48"ST48"ST48"GENERAL NOTES:1.SIGNAGE & DRIVE-THRU ELEMENTS:COD, DRIVE-THRU PYLON/CLEARANCE POLE, BOLLARD SIGN, ANDFREESTANDING MERCHANDIZER SHALL BE CONSISTENT WITH THE2013 STANDARD BUILDING DESIGN DRIVE-THRU ELEMENTS. OTHERDESIGNS MAY NOT BE USED.2.GENERAL CONTRACTOR SHALL COORDINATE WITH CIVIL PLANS,MCDONALD'S PROJECT MANAGER, AND SIGNAGE SUPPLIER TODETERMINE THE EXACT LOCATION, ORIENTATION, MOUNTINGHEIGHTS, AND NUMBER OF SIGNS AND OTHER DRIVE-THRU ELEMENTSTO BE INSTALLED AT THIS SITE. ALL WORK SHALL BE COORDINATEDWITH OTHER TRADES.3.CONTACT MCDONALD'S PROJECT MANAGER FOR SIGNAGE &DRIVE-THRU ELEMENT FOOTING AND WIRING REQUIREMENTS.SIGNAGE MANUFACTURER TO PROVIDE FOOTING ANCHORS &TEMPLATES TO G.C. PRIOR TO FOUNDATION POURING.4.SEE SHEET C2.5 AND ELECTRICAL SHEETS FOR DRIVE-THRU WIRINGINFORMATION.5.GENERAL CONTRACTOR TO COORDINATE THE RESPONSIBILITES OFTHE ELECTRICAL CONTRACTOR AND THE SIGN SUPPLIER.6.GENERAL CONTRACTOR TO INSTALL PRE-FORMED, PRE-WIREDVEHICLE DETECTOR LOOP.7.GENERAL CONTRACTOR SHALL VERIFY CONDUIT SIZES REQUIRED BYVEHICLE LOOP DETECTOR SUPPLIER.GRAPHIC SCALE01051020PRELIMINARY- NOT FOR CONSTRUCTION
DATE
SITE ADDRESS
SHEET NO.
DESCRIPTION
SITE ID
McDonald's USA, LLC
DRAWN BY
DATE ISSUED
STD ISSUE DATE
REVIEWED BY
PREPARED FOR:PREPARED BY:
REV DESCRIPTION BY
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 1959
TITLE:BE#WAUKEE, IA - LAUREL ST
SITE PLAN
140233 125 LAUREL STREET, WAUKEE, IA 50263160027 JMR
6/6/17
JEJ
6/6/17
2017 McDonald's USA, LLC
1 5/9/17 1ST CITY SUBMITTAL JMR
2 6/6/17 2ND CITY SUBMITTAL JMR
3 6/20/17 3RD CITY SUBMITTAL JMRCOD LAYOUT PLANC2.2COD LAYOUT NOTES:1.ALL DIMENSIONS ARE TO BACK OF CURB UNLESS NOTEDOTHERWISE ON PLAN.2.FIELD VERIFY AND CONFIRM EXISTING CONDITIONS ANDDIMENSIONS PRIOR TO COMMENCING CONSTRUCTION. NOTIFYMCDONALD'S PROJECT MANAGER OF ANY DISCREPANCIES PRIORTO COMMENCING CONSTRUCTION.3.SEE SHEET C2.1 FOR ALL SITE DIMENSIONS.4.SEE SHEET C2.6 FOR STRIPING.COD CONSTRUCTION NOTES:NEW CONCRETE CURB AND GUTTER SEE SHEET C2.1. MATCH AND BLEND NEW CURB ANDGUTTER INTO EXISTING. WHERE OCCURS.INSTALL NEW MENU BOARD. SEE SHEET C2.3 FOR FOUNDATION DETAIL, SHEET C2.5 FORSCHEMATIC DETAIL AND SEE MANUFACTURER FOR INSTALLATION INSTRUCTIONS.PRIMARY LANE HIGH IMPACT CANOPY. LOCATE 104'± FROM ℄ OF CANOPY TO ℄ OF CASHWINDOW MEASURED ALONG ℄ OF TRAVEL PATH. SEE SHEET C2.3 FOR FOUNDATION DETAIL,SHEET C2.5 FOR SCHEMATIC DETAIL AND MANUFACTURER FOR INSTALLATION INSTRUCTIONS.SECONDARY LANE HIGH IMPACT CANOPY. LOCATE 14'-0" FROM NOSE OF CONCRETE ISLAND.SEE SHEET C2.3 FOR FOUNDATION DETAIL, SHEET C2.5 FOR SCHEMATIC DETAIL ANDMANUFACTURER FOR INSTALLATION INSTRUCTIONS.INSTALL PRIMARY LANE DETECTOR LOOP. SEE DETAIL SHEET C2.4.INSTALL SECONDARY LANE DETECTOR LOOP 2'-0" FORWARD OF ℄ OF COD. FLIP LOOPFORWARD. SEE DETAIL SHEET C2.4.DOUBLE ARM GATEWAY SIGN. CENTER OF THE FOOTING OF THE GATEWAY SIGN SHALL BE 12"TO 18" FROM THE BACK OF CURB. SEE SHEET C2.3 FOR FOUNDATION DETAIL, SHEET C2.5 FORSCHEMATIC DETAIL AND MANUFACTURER FOR INSTALLATION INSTRUCTIONS.LANDSCAPED AREA.ANY LANE ANY TIME SIGN. ATTACH SIGN TO GATEWAY 6' FROM BOTTOM OF POST. SEE SHEETC2.5 FOR SCHEMATIC DETAIL AND MANUFACTURER FOR INSTALLATION INSTRUCTIONS.PRIMARY LANE PRE-BROWSE BOARD. BOARD SHALL BE LOCATED 15' FROM THE ℄ OF THEPRIMARY CANOPY TO THE ℄ OF THE PRE-BROWSE BOARD, MEASURED ALONG THECENTERLINE OF THE LANE. PRE-BROWSE BOARD MUST BE 12"-18" FROM THE BACK OF CURB.SEE SHEET C2.3 FOR FOUNDATION DETAIL, C2.5 FOR SCHEMATIC DETAIL, ANDMANUFACTURER FOR INSTALLATION INSTRUCTIONS.SECONDARY LANE PRE-BROWSE BOARD. BOARD SHALL BE LOCATED 15' FROM THE ℄ OF THEPRIMARY CANOPY TO THE ℄ OF THE PRE-BROWSE BOARD, MEASURED ALONG THE FACE OFCURB. PRE-BROWSE BOARD MUST BE 6" MINIMUM FROM THE BACK OF CURB. SEE SHEET C2.3FOR FOUNDATION DETAIL, C2.5 FOR SCHEMATIC DETAIL, AND MANUFACTURER FORINSTALLATION INSTRUCTIONS.INSTALL DETECTOR LOOPS AT CASH AND PRESENT WINDOWS. SEE DETAIL 1 SHEET C2.4.INSTALL PULL FORWARD SIGN & BOLLARD. SEE DETAIL 3 SHEET C2.5INSTALL COVER ON EXISTING BOLLARD TO MATCH BUILDING BASE. FOR COVER CONTACT:PUGLESEA COMPANYATTN: BRAD ERICKSON1253 CONNELLY AVEARDEN HILLS, MN 55112PH: (651) 636-6442ABCDEFGHIJKLMNM:\LAND PROJECTS 2016\160027 WAUKEE\DWG\C2 LAYOUT.DWG6/20/2017 8:59:47 AM
PRELIMINARY- NOT FOR CONSTRUCTION
DATE
SITE ADDRESS
SHEET NO.
DESCRIPTION
SITE ID
McDonald's USA, LLC
DRAWN BY
DATE ISSUED
STD ISSUE DATE
REVIEWED BY
PREPARED FOR:PREPARED BY:
REV DESCRIPTION BY
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 1959
TITLE:BE#WAUKEE, IA - LAUREL ST
SITE PLAN
140233 125 LAUREL STREET, WAUKEE, IA 50263160027 JMR
6/6/17
JEJ
6/6/17
2017 McDonald's USA, LLC
1 5/9/17 1ST CITY SUBMITTAL JMR
2 6/6/17 2ND CITY SUBMITTAL JMR
3 6/20/17 3RD CITY SUBMITTAL JMRDRIVE-THRU DETAILSC2.336" DIA.5'-6"1 1/2" MAX3"34"5"NOTES:-TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE.-HOT DIPPED GALVANIZED BOLTS-F1554 GRADE 36 ANCHOR BOLTS-ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE-ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THE SIGN/LIGHTING MANUFACTURER-DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE3" MIN. COVERNOTES:-TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE.-ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROMTHE SIGN/LIGHTING MANUFACTURER-DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE-THE FOLLOWING CODES WERE USED IN DESIGN:-IBC 2015-ASCE 7-10-ACI 318-14-AISC 14th EDITION-AWS D1.1 -WIND SPEED 115 MPH (3 SEC GUST)-EXPOSURE C -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES-AXIAL - 960#-SHEAR - 700#-MOMENT - 5,500#'-ALL FOOTING EXCAVATIONS ARE TO BE CLEAR OF WATER AND FOREIGN MATTERBEFORE PLACING CONCRETE-MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 100PSF/FT (x2)-SITE SOIL CONDITIONS TO BE CONFIRMED BY GEOTECHNICAL ENGINEER. IF ASSUMEDSOIL CONDITIONS ARE NOT PRESENT, FOUNDATION SHALL BE DESIGNED BY A LICENSEDSTRUCTURAL ENGINEER TAKING INTO ACCOUNT ACTUAL SITE SOIL CONDITIONS.-TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS (EMBEDMENTDEPTHS SHOWN ARE FROM GRADE)-ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND ELECTRICALREQUIREMENTS.CONCRETE:-ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/ORENGINEERED EARTH FILL COMPACTED TO 98% OF ITS MAXIMUM DRY DENSITY AS PERASTM D 698-70 (STANDARD PROCTOR) UNLESS NOTED OTHERWISE.-ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION.-TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE.-MINIMUM CONCRETE STRENGTH (f'c=3,000 PSI) SHALL CONFORM WITH MCDONALDSCAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A-USE OF ADMIXTURES SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETESPECIFICATION SECTION 2.6-AIR ENTRAINMENT SHALL CONFORM WITH MCDONALDS CAST-IN-PLACE CONCRETESPECIFICATION SECTIONS 2.6-A & 2.13-A-WATER CONTENT RATIO SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETESPECIFICATIONS SECTION 2.13-A-FOUNDATION CONCRETE TO BE TESTED PER MCDONALDS CAST-IN-PLACE CONCRETESPECIFICATIONS SECTION 3.14-PROVIDE A MINIMUM 3" OF CONCRETE COVER OVER ALL EMBEDDED STEEL.-REINFORCEMENT PLACEMENT SHALL CONFORM TO MCDONALDS CAST-IN-PLACECONCRETE SPECIFICATIONS SECTIONS 3.2 & 3.5. PERFORMED BY GENERALCONTRACTOR.-ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE-DO NOT PLACE POLES ON CONCRETE UNTIL CONCRETE HAS CURED PER MCDONALDSCAST-IN-PLACE CONCRETE SPECIFICATION, SECTION 3.11-E.STEEL:-STEEL PIPE SECTION: ASTM A53 OR A252 TYPE E GRADE B (Fy = 35ksi)-HSS ROUND SECTION: ASTM A500 GRADE B (Fy = 42ksi)-HSS SQUARE/RECTANGULAR SECTIONS: ASTM A500 GRADE B (Fy = 46ksi)-CONNECTION BOLTS A325-STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES AND PLATES: ASTM A36-REINFORCEMENT: ASTM A615 GRADE 60 - BY GENERAL CONTRACTOR-NUTS:A563DH OR A194-2H-WASHERS: ASTM A36-USE ASTM A153 CLASS C HOT DIPPED GALVANIZED BOLTS AND FASTENERS.-ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THESIGN/LIGHTING MANUFACTURER.-NO FIELD HEATING TO BEND STEEL SHALL BE ALLOWED WITHOUT ENGINEER'SAPPROVAL.-DO NOT CUT ANCHOR RODS AFTER INSTALLATION OF POLE.-AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINTTO INHIBIT CORROSION.-ANY FIELD WELDING SHALL FIRST BE VERIFIED BY ENGINEER AND PERFORMED INACCORDANCE WITH AWS D1.1.-REFER TO SIGN MANUFACTURER DRAWINGS AND INSTRUCTIONS FOR ADDITIONALINFORMATION.-CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS AND METHODS OFCONSTRUCTION IN REGARDS TO JOBSITE SAFETY.-DETAILS AND STRUCTURAL MEMBERS NOT SHOWN DESIGNED BY OTHERS-ANY MODIFICATIONS ARE TO BE VERIFIED BY AN ENGINEER.DOUBLE GATEWAYFOUNDATION - 115 MPHANCHOR BOLT PATTERNCONNECTION DETAILSNTSNTSNTSC2.31BA36" DIA10"10"SLOPE TOP TO SHED WATER2"x2"x1/4" PLATEHEAVY HEX LOCK NUT(GALVANIZED)GALVANIZED WASHERS(SUPPLIED BY MFR.)HEAVY HEX LEVELING NUT(GALVANIZED)3/4" Ø, GRADE 55, HOTDIPPED GALVANIZEDANCHOR BOLT1/2 HEIGHT LOCK NUT(GALVANIZED)SLOTTED HOLEGENERAL NOTESREVISION DATE: 5/11/2017SLOPE TOP TO SHED WATERFINISHED LANDSCAPE GRADEAXIAL LOAD - 960 LBSSHEAR FORCE - 700 LBSOVERTURNING MOMENT - 5500 LB-FTMAXIMUMS AT POLE BASESLOPE TOP TO SHED WATERELECTRICAL CONDUITS FEDTHROUGH HOLE IN BASE PLATE#3 TIES @ 12" O.C. W/(3) #3 TIES @ TOP 5"SUPPLIED BY CONTRACTOR(12) 5'-4" #6 VERTICALSSUPPLIED BY CONTRACTOROUTDOOR DIGITAL MENUBOARDFOUNDATION-115 MPHANCHOR BOLT PATTERNCONNECTION DETAILSNTSNTSNTS8"5'-0"3.00" COVER2'-6" DIA3.00"44"4.00"4-1/2"3/4"8"GENERAL NOTESFOUNDATION NOTES:-PIER DEPTHS REQUIRED ARE MINIMUMS. ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCALJURISDICTION.-TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE.-MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE 100 PSF/FT OF DEPTH (x2)-ALL REINFORCING STEEL BY GENERAL CONTRACTORNOTES:-TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE.-ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROMTHE SIGN/LIGHTING MANUFACTURERNOTES:-TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE.-ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROMTHE SIGN/LIGHTING MANUFACTURER-DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLEREVISION DATE: 4/19/2017C2.34"4"4"4"-THE FOLLOWING CODES WERE USED IN DESIGN:-IBC 2015-ASCE 7-10-ACI 318-14-AISC 14th EDITION-AWS D1.1 -WIND SPEED 115 MPH (3 SEC GUST)-EXPOSURE C -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES-AXIAL - 590#-SHEAR - 184#-MOMENT - 764#'-ALL FOOTING EXCAVATIONS ARE TO BE CLEAR OF WATER AND FOREIGN MATTERBEFORE PLACING CONCRETE-MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 100PSF/FT (x2)-SITE SOIL CONDITIONS TO BE CONFIRMED BY GEOTECHNICAL ENGINEER. IF ASSUMEDSOIL CONDITIONS ARE NOT PRESENT, FOUNDATION SHALL BE DESIGNED BY A LICENSEDSTRUCTURAL ENGINEER TAKING INTO ACCOUNT ACTUAL SITE SOIL CONDITIONS.-TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS (EMBEDMENTDEPTHS SHOWN ARE FROM GRADE)-ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND ELECTRICALREQUIREMENTS.CONCRETE:-ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/ORENGINEERED EARTH FILL COMPACTED TO 98% OF ITS MAXIMUM DRY DENSITY AS PERASTM D 698-70 (STANDARD PROCTOR) UNLESS NOTED OTHERWISE.-ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION.-TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE.-MINIMUM CONCRETE STRENGTH (f'c=3,000 PSI) SHALL CONFORM WITH MCDONALDSCAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A-USE OF ADMIXTURES SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETESPECIFICATION SECTION 2.6-AIR ENTRAINMENT SHALL CONFORM WITH MCDONALDS CAST-IN-PLACE CONCRETESPECIFICATION SECTIONS 2.6-A & 2.13-A-WATER CONTENT RATIO SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETESPECIFICATIONS SECTION 2.13-A-FOUNDATION CONCRETE TO BE TESTED PER MCDONALDS CAST-IN-PLACE CONCRETESPECIFICATIONS SECTION 3.14-PROVIDE A MINIMUM 3" OF CONCRETE COVER OVER ALL EMBEDDED STEEL.-REINFORCEMENT PLACEMENT SHALL CONFORM TO MCDONALDS CAST-IN-PLACECONCRETE SPECIFICATIONS SECTIONS 3.2 & 3.5. PERFORMED BY GENERALCONTRACTOR.-ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE-DO NOT PLACE POLES ON CONCRETE UNTIL CONCRETE HAS CURED PER MCDONALDSCAST-IN-PLACE CONCRETE SPECIFICATION, SECTION 3.11-E.STEEL:-STEEL PIPE SECTION: ASTM A53 OR A252 TYPE E GRADE B (Fy = 35ksi)-HSS ROUND SECTION: ASTM A500 GRADE B (Fy = 42ksi)-HSS SQUARE/RECTANGULAR SECTIONS: ASTM A500 GRADE B (Fy = 46ksi)-HEADED ANCHOR RODS ASTM F1554 GR 55, AN ACCEPTABLE ALTERNATIVE IS ASTMF1554 GR 55, S1 WHEN THE EMBEDDED END OF THE ROD IS THREADED AND THE NUTTACK WELDED PRIOR TO GALVANIZATION.-STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES AND PLATES: ASTM A36-REINFORCEMENT: ASTM A615 GRADE 60 - BY GENERAL CONTRACTOR-NUTS:ASTM A563A, HEAVY HEX-WASHERS: ASTM F844 A36-USE ASTM A153 CLASS C HOT DIPPED GALVANIZED BOLTS AND FASTENERS.-ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THESIGN/LIGHTING MANUFACTURER.-NO FIELD HEATING TO BEND STEEL SHALL BE ALLOWED WITHOUT ENGINEER'SAPPROVAL.-DO NOT CUT ANCHOR RODS AFTER INSTALLATION OF POLE.-AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINTTO INHIBIT CORROSION.-ANY FIELD WELDING SHALL FIRST BE VERIFIED BY ENGINEER AND PERFORMED INACCORDANCE WITH AWS D1.1.-REFER TO SIGN MANUFACTURER DRAWINGS AND INSTRUCTIONS FOR ADDITIONALINFORMATION.-CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS AND METHODS OFCONSTRUCTION IN REGARDS TO JOBSITE SAFETY.-DETAILS AND STRUCTURAL MEMBERS NOT SHOWN DESIGNED BY OTHERS-ANY MODIFICATIONS ARE TO BE VERIFIED BY AN ENGINEER.3BACONCRETE FOUNDATION(6) 4'-10" #5 BARS. (EQ SPACED)SUPPLIED BY GENERAL CONTRACTORNO. 3 TIES, 10" C/C(3 IN TOP 5 INCHES)SUPPLIED BY GENERALCONTRACTOR2"x2"x1/4"STEEL PLATE(4) 3/4" DIA ANCHOR RODSUNDISTURBED SOILFINISHED GRADESLOPE TOP TO SHED WATER4" SLOTS (TYP.)BASE PLATEELECTRICAL CONDUITS FED THROUGHHOLE IN BASE PLATE3/4"Ø NUTS HDG(2 PLS)2"x2"x1/4" PLATE2"x2"x1/4"LEVELING PLATE3/4"Ø NUTS HDG2"x2"x1/4" PLATEHEADED ROD3/4" ØHOT DIPPED GALVANIZEDANCHOR RODSHEAVY HEX LEVELING NUT(GALVANIZED)2"x2"x1/4" PLATES(GALVANIZED) 2 PLSHEAVY 3/4" HEX TOP NUT(GALVANIZED) 2 PLS3'-0" ØFOUNDATION11"3'-0" DIA9'-0" DEPTH2" GAP MAX.3" PIERPROJECTION42"EMBEDMENT6"NOTES:-TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE.-USE F1554 GRADE 36 BOLTS MINIMUM-USE HOT DIPPED GALVANIZED BOLTS-ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE-ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THESIGN/LIGHTING MANUFACTURER-DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE3" MIN. COVER11"NOTES:-TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE.-ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROMTHE SIGN/LIGHTING MANUFACTURER-DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE-THE FOLLOWING CODES WERE USED IN DESIGN:-IBC 2015-ASCE 7-10-ACI 318-14-AISC 14th EDITION-AWS D1.1 -WIND SPEED 115 MPH (3 SEC GUST)-EXPOSURE C -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES-AXIAL - 2,600#-SHEAR - 2,900#-MOMENT - 14,500#'-ALL FOOTING EXCAVATIONS ARE TO BE CLEAR OF WATER AND FOREIGN MATTERBEFORE PLACING CONCRETE-MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 100PSF/FT (x2)-SITE SOIL CONDITIONS TO BE CONFIRMED BY GEOTECHNICAL ENGINEER. IF ASSUMEDSOIL CONDITIONS ARE NOT PRESENT, FOUNDATION SHALL BE DESIGNED BY A LICENSEDSTRUCTURAL ENGINEER TAKING INTO ACCOUNT ACTUAL SITE SOIL CONDITIONS.-TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS (EMBEDMENTDEPTHS SHOWN ARE FROM GRADE)-ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND ELECTRICALREQUIREMENTS.CONCRETE:-ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/ORENGINEERED EARTH FILL COMPACTED TO 98% OF ITS MAXIMUM DRY DENSITY AS PERASTM D 698-70 (STANDARD PROCTOR) UNLESS NOTED OTHERWISE.-ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION.-TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE.-MINIMUM CONCRETE STRENGTH (f'c=3,000 PSI) SHALL CONFORM WITH MCDONALDSCAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A-USE OF ADMIXTURES SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETESPECIFICATION SECTION 2.6-AIR ENTRAINMENT SHALL CONFORM WITH MCDONALDS CAST-IN-PLACE CONCRETESPECIFICATION SECTIONS 2.6-A & 2.13-A-WATER CONTENT RATIO SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETESPECIFICATIONS SECTION 2.13-A-FOUNDATION CONCRETE TO BE TESTED PER MCDONALDS CAST-IN-PLACE CONCRETESPECIFICATIONS SECTION 3.14-PROVIDE A MINIMUM 3" OF CONCRETE COVER OVER ALL EMBEDDED STEEL.-REINFORCEMENT PLACEMENT SHALL CONFORM TO MCDONALDS CAST-IN-PLACECONCRETE SPECIFICATIONS SECTIONS 3.2 & 3.5. PERFORMED BY GENERALCONTRACTOR.-ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE-DO NOT PLACE POLES ON CONCRETE UNTIL CONCRETE HAS CURED PER MCDONALDSCAST-IN-PLACE CONCRETE SPECIFICATION, SECTION 3.11-E.STEEL:-STEEL PIPE SECTION: ASTM A53 OR A252 TYPE E GRADE B (Fy = 35ksi)-HSS ROUND SECTION: ASTM A500 GRADE B (Fy = 42ksi)-HSS SQUARE/RECTANGULAR SECTIONS: ASTM A500 GRADE B (Fy = 46ksi)-CONNECTION BOLTS A325-STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES AND PLATES: ASTM A36-REINFORCEMENT: ASTM A615 GRADE 60 - BY GENERAL CONTRACTOR-NUTS:A563DH OR A194-2H-WASHERS: ASTM A36-USE ASTM A153 CLASS C HOT DIPPED GALVANIZED BOLTS AND FASTENERS.-ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THESIGN/LIGHTING MANUFACTURER.-NO FIELD HEATING TO BEND STEEL SHALL BE ALLOWED WITHOUT ENGINEER'SAPPROVAL.-DO NOT CUT ANCHOR RODS AFTER INSTALLATION OF POLE.-AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINTTO INHIBIT CORROSION.-ANY FIELD WELDING SHALL FIRST BE VERIFIED BY ENGINEER AND PERFORMED INACCORDANCE WITH AWS D1.1.-REFER TO SIGN MANUFACTURER DRAWINGS AND INSTRUCTIONS FOR ADDITIONALINFORMATION.-CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS AND METHODS OFCONSTRUCTION IN REGARDS TO JOBSITE SAFETY.-FOUNDATIONS ARE DESIGNED FOR SINGLE OR DOUBLE POLE COLUMNS-DETAILS AND STRUCTURAL MEMBERS NOT SHOWN DESIGNED BY OTHERS-ANY MODIFICATIONS ARE TO BE VERIFIED BY AN ENGINEER.ELECTRICAL CONDUITS FED THROUGHHOLE IN BASE PLATESLOPE TOP TO SHED WATERORDER HERE CANOPYFOUNDATION - 115 MPHANCHOR BOLT PATTERNCONNECTION DETAILSNTSNTSNTSC2.32BA(12) #6 VERTICAL REBARSW/ #3 TIES @ 12" OC(3) #3 @ TOP 5"(4) 1" DIA X 48"GALVANIZEDANCHOR BOLTSSLOPE TOP TO SHED WATERTOP OF CURBELEVATIONAXIAL LOAD-2600 LBSSHEAR FORCE-2900 LBSOVERTURNING MOMENT-14,500 LB-FTMAXIMUMS AT POLE BASESLOPE TOP TO SHED WATER5" HOLE IN BASE PLATE FOR:1-1/2" DIA CONDUIT FOR DATA & ETHERNET1-1/2" DIA CONDUIT FOR LOOP DETECTOR3/4" DIA CONDUIT FOR 120V PRIMARY WIRES2"x2"x1/4" PLATE1" LOCK NUT1" HEAVY HEX LOCK NUT(GALVANIZED)PLATE WASHERS PERMANUFACTURER(GALVANIZED)1" HEAVY HEX LEVELINGNUT (GALVANIZED)1" Ø, GRADE 36, HOTDIPPED GALVANIZEDANCHOR BOLTSGENERAL NOTESREVISION DATE: 5/11/2017DIGITAL PRE-BROWSE BOARDFOUNDATION-115 MPHANCHOR BOLT PATTERNCONNECTION DETAILSNTSNTSNTS8"5'-0"3.00" COVER2'-6" DIA3.00"44"4.00"4-1/2"3/4"GENERAL NOTESFOUNDATION NOTES:-PIER DEPTHS REQUIRED ARE MINIMUMS. ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCALJURISDICTION.-TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE.-MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE 100 PSF/FT OF DEPTH (x2)-ALL REINFORCING STEEL BY GENERAL CONTRACTORNOTES:-TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE.-ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROMTHE SIGN/LIGHTING MANUFACTURERNOTES:-TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE.-ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROMTHE SIGN/LIGHTING MANUFACTURER-DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLEC2.3-THE FOLLOWING CODES WERE USED IN DESIGN:-IBC 2015-ASCE 7-10-ACI 318-14-AISC 14th EDITION-AWS D1.1 -WIND SPEED 115 MPH (3 SEC GUST)-EXPOSURE C -DESIGN LOADS DERIVED FROM THESE CODES AND FORCES-AXIAL - 325#-SHEAR - 104#-MOMENT - 402#'-ALL FOOTING EXCAVATIONS ARE TO BE CLEAR OF WATER AND FOREIGN MATTERBEFORE PLACING CONCRETE-MINIMUM ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 100PSF/FT (x2)-SITE SOIL CONDITIONS TO BE CONFIRMED BY GEOTECHNICAL ENGINEER. IF ASSUMEDSOIL CONDITIONS ARE NOT PRESENT, FOUNDATION SHALL BE DESIGNED BY A LICENSEDSTRUCTURAL ENGINEER TAKING INTO ACCOUNT ACTUAL SITE SOIL CONDITIONS.-TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS (EMBEDMENTDEPTHS SHOWN ARE FROM GRADE)-ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND ELECTRICALREQUIREMENTS.CONCRETE:-ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/ORENGINEERED EARTH FILL COMPACTED TO 98% OF ITS MAXIMUM DRY DENSITY AS PERASTM D 698-70 (STANDARD PROCTOR) UNLESS NOTED OTHERWISE.-ALL PIERS TO EXTEND TO FROST DEPTH AS DETERMINED BY LOCAL JURISDICTION.-TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT ACCUMULATE.-MINIMUM CONCRETE STRENGTH (f'c=3,000 PSI) SHALL CONFORM WITH MCDONALDSCAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A-USE OF ADMIXTURES SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETESPECIFICATION SECTION 2.6-AIR ENTRAINMENT SHALL CONFORM WITH MCDONALDS CAST-IN-PLACE CONCRETESPECIFICATION SECTIONS 2.6-A & 2.13-A-WATER CONTENT RATIO SHALL CONFORM TO MCDONALDS CAST-IN-PLACE CONCRETESPECIFICATIONS SECTION 2.13-A-FOUNDATION CONCRETE TO BE TESTED PER MCDONALDS CAST-IN-PLACE CONCRETESPECIFICATIONS SECTION 3.14-PROVIDE A MINIMUM 3" OF CONCRETE COVER OVER ALL EMBEDDED STEEL.-REINFORCEMENT PLACEMENT SHALL CONFORM TO MCDONALDS CAST-IN-PLACECONCRETE SPECIFICATIONS SECTIONS 3.2 & 3.5. PERFORMED BY GENERALCONTRACTOR.-ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE-DO NOT PLACE POLES ON CONCRETE UNTIL CONCRETE HAS CURED PER MCDONALDSCAST-IN-PLACE CONCRETE SPECIFICATION, SECTION 3.11-E.STEEL:-STEEL PIPE SECTION: ASTM A53 OR A252 TYPE E GRADE B (Fy = 35ksi)-HSS ROUND SECTION: ASTM A500 GRADE B (Fy = 42ksi)-HSS SQUARE/RECTANGULAR SECTIONS: ASTM A500 GRADE B (Fy = 46ksi)-HEADED ANCHOR RODS ASTM F1554 GR 55, AN ACCEPTABLE ALTERNATIVE IS ASTMF1554 GR 55, S1 WHEN THE EMBEDDED END OF THE ROD IS THREADED AND THE NUTTACK WELDED PRIOR TO GALVANIZATION.-STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES AND PLATES: ASTM A36-REINFORCEMENT: ASTM A615 GRADE 60 - BY GENERAL CONTRACTOR-NUTS:ASTM A563A, HEAVY HEX-WASHERS: ASTM F844 A36-USE ASTM A153 CLASS C HOT DIPPED GALVANIZED BOLTS AND FASTENERS.-ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY FROM THESIGN/LIGHTING MANUFACTURER.-NO FIELD HEATING TO BEND STEEL SHALL BE ALLOWED WITHOUT ENGINEER'SAPPROVAL.-DO NOT CUT ANCHOR RODS AFTER INSTALLATION OF POLE.-AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINTTO INHIBIT CORROSION.-ANY FIELD WELDING SHALL FIRST BE VERIFIED BY ENGINEER AND PERFORMED INACCORDANCE WITH AWS D1.1.-REFER TO SIGN MANUFACTURER DRAWINGS AND INSTRUCTIONS FOR ADDITIONALINFORMATION.-CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS AND METHODS OFCONSTRUCTION IN REGARDS TO JOBSITE SAFETY.-DETAILS AND STRUCTURAL MEMBERS NOT SHOWN DESIGNED BY OTHERS-ANY MODIFICATIONS ARE TO BE VERIFIED BY AN ENGINEER.4BACONCRETE FOUNDATION(6) 4'-10" #5 BARS. (EQ SPACED)SUPPLIED BY GENERAL CONTRACTORNO. 3 TIES, 10" C/C(3 IN TOP 5 INCHES)SUPPLIED BY GENERALCONTRACTOR2"x2"x1/4"STEEL PLATE(4) 3/4" DIA ANCHOR RODSUNDISTURBED SOILFINISHED GRADESLOPE TOP TO SHED WATERELECTRICAL CONDUITS FED THROUGHHOLE IN BASE PLATE3/4"Ø NUTS HDG(2 PLS)2"x2"x1/4" PLATE2"x2"x1/4"LEVELING PLATE3/4"Ø NUTS HDG2"x2"x1/4" PLATEHEADED ROD3/4" ØHOT DIPPED GALVANIZEDANCHOR RODSHEAVY HEX LEVELING NUT(GALVANIZED)2"x2"x1/4" PLATES(GALVANIZED) 2 PLSHEAVY 3/4" HEX TOP NUT(GALVANIZED) 2 PLS8"14-1/8" ØM:\LAND PROJECTS 2016\160027 WAUKEE\DWG\C2 LAYOUT.DWG6/20/2017 8:59:48 AM
PRELIMINARY- NOT FOR CONSTRUCTION
DATE
SITE ADDRESS
SHEET NO.
DESCRIPTION
SITE ID
McDonald's USA, LLC
DRAWN BY
DATE ISSUED
STD ISSUE DATE
REVIEWED BY
PREPARED FOR:PREPARED BY:
REV DESCRIPTION BY
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 1959
TITLE:BE#WAUKEE, IA - LAUREL ST
SITE PLAN
140233 125 LAUREL STREET, WAUKEE, IA 50263160027 JMR
6/6/17
JEJ
6/6/17
2017 McDonald's USA, LLC
1 5/9/17 1ST CITY SUBMITTAL JMR
2 6/6/17 2ND CITY SUBMITTAL JMR
3 6/20/17 3RD CITY SUBMITTAL JMRDRIVE-THRU DETAILSC2.4(8) # 5 VERTICALREINFORCING BAR3'-0"
10'-0"2'-0"9'-0"
2'-0"5'-0"POLE BASE - PLAN VIEWNOT TO SCALEANHCOR BOLT DETAILNOT TO SCALE#4 CIRCULAR TIE(2) 1" PVC CONDUITCHASES2" x 2" x 38" PLATE WASHERWITH 1 116"Ø HOLE TO BEEMBEDDED IN FOUNDATIONLEVELING NUTPLATE WASHER (PER LIGHTPOLE MANUFACTURER)STRUCTURAL NUTLOCK NUTBOTTOM NUT FOR 1" ØANCHOR BOLT1" Ø ANCHOR BOLT42"GENERAL NOTES:1. CONCRETE COMPRESSIVE STRENGTH (f'c) SHALL BE A MINIMUM OF 3000psi2. ANCHOR BOLTS SHALL BE ASTM F1554 GRADE 55, HOT DIP GALVANIZED PER ASTM F23293. REINFORCING STEEL SHALL BE ASTM A615 GRADE 604. NUTS SHALL BE HEAVY HEX ASTM A563 GRADE DH, HOT DIP GALVANIZED PER ASTM A1535. PLATE SHALL BE ASTM A572 GRADE 50, HOT DIP GALVANIZED PER ASTM A1536. LOCK NUT SHALL BE HOT DIP GALVANIZED PER ASTM A1532'-0"(4) 1" Ø ANCHOR BOLTINSTALLED ON A 10 12" ØBOLT CIRCLE#4 CIRCULAR TIES @ 12" O.C.
PROJECTION
LIGHT POLE(8) #5 VERTICALREINFORCING BAR#4 CIRCULAR TIES(4) 1" Ø ANCHOR BOLT(2) 1" Ø PVC CONDUITAADESIGN CRITERIA:AASHTO "STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS,LUMINAIRES AND TRAFFIC SIGNALS, FIFTH EDITION, 2009FOUNDATION DESIGN PARAMETERS:1. MAXIMUM LIGHT POLE BASE REACTIONS:· BASE MOMENT = 16,845 lbs-ft· BASE SHEAR = 978 lbs2. MAXIMUM WIND SPEED (3 SECOND GUST) = 120MPH3. MINIMUM REQUIRED SOIL PARAMETERS:· COHESIVE SOILS: - SHEAR STRENGTH = 750 lbs/ft² - 6" MAXIMUM DEPTH OF DISTURBED SOIL OR TOP SOIL· COHESIONLESS SOILS: - ANGLE OF INTERNAL FRICTION = 27 DEGREES - WATER TABLE SHALL BE LOCATED BELOW THE BOTTOM OF THE FOUNDATION - 6" MAXIMUM DEPTH OF DISTURBED SOIL OR TOP SOIL4. THE SOILS REPORT SHALL BE REVIEWED BY THE ENGINEER OF RECORD TO CONFIRM THATTHE MINIMUM SOIL PARAMETERS ARE MET OR EXCEEDED BEFORE THIS DESIGN IS USED. IFTHE MINIMUM SOIL PARAMETERS ARE NOT MET, THIS DESIGN SHALL NOT BE USED.5. THE ENGINEER OF RECORD SHALL REVIEW THE MAXIMUM BASE REACTIONS AND DESIGN WINDSPEED FOR THE LIGHT POLE TO BE INSTALLED TO DETERMINE IF THE FOUNDATION'S MAXIMUMDESIGN LOADS HAVE NOT BEEN EXCEEDED. THIS FOUNDATION DESIGN SHALL NOT BE USED IFTHE MAXIMUM DESIGN LOADS OR WIND SPEED HAVE BEEN EXCEEDED.6. THIS FOUNDATION DESIGN SHALL NOT BE USED IN LOCATIONS WHICH ARE CLOSER THAN 8ftFROM A RETAINING WALL.7. THIS FOUNDATION DESIGN SHALL NOT BE USED AT LOCATIONS WHERE THE GROUND SLOPEEXCEEDS 4 inches per foot.3" CLR TYP.3" CLR TYP.3" CLR TYP.LOCK NUT4"2"3"SEE LIGHT POLE BASE ONTOP OF FOUNDATION DETAILCIRCULAR TIE DETAILNOT TO SCALE1'-6"# 4 CIRCULAR TIEWITH A 21" (MIN)LAP SPLICEMINIMUM
34" MINIMUM
EMBEDMENT
SLOPE TOP OFFOUNDATION 14" PER FOOTTO SHED WATER6"
11
2"
1" MIN.
2" MAX.
11
2"112"CLR TYP.11
2"2"3" CLR TYP.LEVELING NUTPLATE WASHER (PER LIGHT POLE MANUFACTURER)STRUCTURAL NUTLOCK NUTLIGHT POLE BASE PLATEPLATE WASHER (PER LIGHT POLE MANUFACTURER)LIGHT POLE BASE ON TOP OF FOUNDATIONNOT TO SCALEVIEW A-ANOT TO SCALEACCRUENT UPLOAD DATE: 11/2/20122'-0"2'-0"1'-0"··M:\LAND PROJECTS 2016\160027 WAUKEE\DWG\C2 LAYOUT.DWG6/20/2017 8:59:49 AM
NOTE: MATCH BOLT PATTERNON EXISTING LIGHT POLE IFDIFFERENT THAN SHOWN.
PRELIMINARY- NOT FOR CONSTRUCTION
DATE
SITE ADDRESS
SHEET NO.
DESCRIPTION
SITE ID
McDonald's USA, LLC
DRAWN BY
DATE ISSUED
STD ISSUE DATE
REVIEWED BY
PREPARED FOR:PREPARED BY:
REV DESCRIPTION BY
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 1959
TITLE:BE#WAUKEE, IA - LAUREL ST
SITE PLAN
140233 125 LAUREL STREET, WAUKEE, IA 50263160027 JMR
6/6/17
JEJ
6/6/17
2017 McDonald's USA, LLC
1 5/9/17 1ST CITY SUBMITTAL JMR
2 6/6/17 2ND CITY SUBMITTAL JMR
3 6/20/17 3RD CITY SUBMITTAL JMRDRIVE-THRU DETAILSC2.51C2.5CANOPY SCHEMATIC DETAILNOT TO SCALENOTE: THIS DRAWING IS SHOWN FOR SCHEMATIC PURPOSESONLY. SEE MANUFACTURER FOR INSTALLATION INSTRUCTIONS48"20"6" DIA STEEL PIPEEMBEDDED IN CONCFILL PIPE W/ CONCRETEINSTALL BOLLARD 12" INTO SIDEWALKMEASURED FROM EDGE OF PARKINGSTALL TO CENTER OF BOLLARDBOLLARD COVER TO MATCH BUILDING BASEOR SERVICE DOOR COLOR (SEE NOTES)CLASS "A" CONC FOUNDATIONCENTERED ON BOLLARDEDGE OF PARKING STALLCONC WALK. SEE OTHER DETAILSMUTCD R7-8 (RESERVEDPARKING) SIGN2" DIAMETER GALVANIZEDSTEEL POLECONTRACTOR SHALL INSTALL ADDITIONALADA SIGNAGE (SUCH AS FINE AMOUNT) ASREQUIRED PER LOCAL ORDINANCESTEEL POLE CEMENTEDINTO BOLLARD CENTERCUT 214" DIA HOLE IN BOLLARDCOVER. SLIP BOLLARD COVEROVER TOP OF POLE PRIOR TOSIGN(S) BEING MOUNTED TO POLENOTES:1. THIS BOLLARD DETAIL SHALLAPPLY ONLY TO BOLLARDSWITH HANDICAP SIGNAGE.2. FOR BOLLARD COVERCONTACT:PUGLEASA COMPANYATTN: BRAD ERICKSON1253 CONNELLY AVEARDEN HILLS, MN 55112PH: (651) 636-644224"36"60"-66"1/2" SEALEDEXPANSION JOINT(GRAY MASTICSEALANT)6"2C2.5HANDICAP PARKING SIGN & BOLLARD DETAILNOT TO SCALEMUTCD R7-8a or R7-8b (VAN ACCESSIBLE)SIGN AS CALLED OUT ON PLANSMEASURED FROM BOTTOMOF LOWEST SIGN TO TOP OFPARKING STALL SLAB.48"18"4" DIA STEEL PIPEEMBEDDED IN CONCFILL PIPE W/ GROUTOR CONCRETEBOLLARD COVER TO MATCHBUILDING BASE (SEE NOTES)CLASS "A" CONC FOUNDATIONCENTERED ON BOLLARDCASE #2: GRASSFINISHED GRADE SHALL BE 3" BELOWTOP OF FOUNDATION, SLOPE TOP OFFOUNDATION TO SHED WATERPULL FORWARD SIGNAGEAVAILABLE THROUGH APPROVED VENDORS:PERSONA INC. SIGNAGE: (800) 843-9888EVERBRITE, LLC: (888) 558-3888SUPERIOR ELECTRICAL ADVERTISING, INC(800) 995-90991.5" DIAMETERGALVANIZED STEEL POLESTEEL POLE CEMENTEDINTO BOLLARD CENTER24"30"7'1/2" SEALEDEXPANSION JOINT6"7"47"14"CENTER OF BOLLARD SHALL BE LOCATED 24"FROM FACE OF CURB OR EDGE OF TURNEDDOWN WALK, CENTERED ON PULL FORWARDSTRIPING3C2.5PULL FORWARD SIGN & BOLLARD DETAILNOT TO SCALECASE #1:CONCRETE WALKOR PAVING (SEEOTHER DETAILS)3"NOTES:1. THIS BOLLARD DETAIL SHALLAPPLY ONLY TO BOLLARDS WITHPULL FORWARD SIGNAGE.2. FOR BOLLARD COVER CONTACT:PUGLEASA COMPANYATTN: BRAD ERICKSON1253 CONNELLY AVEARDEN HILLS, MN 55112PH: (651) 636-644248"20"6" DIA STEEL PIPEEMBEDDED IN CONCFILL PIPE W/ CONCRETEBOLLARD COVER TO MATCHBUILDING BASE (SEE NOTES)CLASS "A" CONC FOUNDATIONCENTERED ON BOLLARDCONC PAVINGNOTES:1. THIS BOLLARD DETAIL SHALL APPLY TO BOLLARD ATREAR CORNER OF BUILDING ADJACENT TO DRIVE-THRUAND EXTERIOR TRASH ENCLOSURE BOLLARDS.2. FOR BOLLARD COVER CONTACT:PUGLEASA COMPANYATTN: BRAD ERICKSON1253 CONNELLY AVEARDEN HILLS, MN 55112PH: (651) 636-644236"1/2" SEALEDEXPANSION JOINT(GRAY MASTICSEALANT)6"4C2.5BOLLARD DETAILNOT TO SCALEPRIMARYPRE-BROWSEBOARDPRIMARYCANOPYSECONDARYCANOPYP
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INSIDE CCBAADEFFKEY NOTES:2#12 & 1#12 GND., 3/4" CONDUIT TO LP-1 FOR CANOPY LIGHTING4#12 & 1#12 GND. & 1#12 ISOLATED GND., 3/4" CONDUIT TO CP FORISOLATED GROUND POWER TO MENUBAORDS AND MEDIA PLAYERS.2#12 & 1#12 GND & 1#12 ISOLATED GND., 3/4" CONDUIT TO CP FORISOLATED GROUND POWER TO CANOPIES. EACH CANOPY SHALL BE ONITS OWN SEPERATE CIRCUIT.2#12 & 1#12 GND & 1#12 ISOLATED GND., 3/4" CONDUIT TO CP FORISOLATED GROUND POWER TO MENUBOARDS & MEDIA PLAYERS.2#12 & 1#12 GND. & 1#12 ISOLATED GND., 3/4" CONDUIT TO CP FORISOLATED GROUND POWER TO PRE-BROWSE BOARDS & MEDIA PLAYERS.(2) 1-1/2" CONDUITONE FOR CANOPY CABLINGONE FOR LOOP DETECTOR2" CONDUIT - FOR CAT6 DATA CABLES1-1/2" CONDUIT - FOR CAT6 DATA CABLES1" CONDUIT - FOR CAT6 DATA CABLESABCDEFGGENERAL NOTES:1.VERIFY EXACT CIRCUITS AND QUANTITIES OF CIRCUITSWITH PANEL SCHEDULES ON DRAWING E4.2 ANDMANUFACTURER'S INSTALLATION INSTRUCTIONS2.PER MANUFACTURER'S INSTALLATION INSTRUCTIONSSEPERATE DEDICATED NEUTRALS ARE REQUIRED TOMENUBOARD AND PRE-BROWSE BOARD FOR EACHCIRCUIT (PLC AND LIGHTING)3.IF ANY BENDS ARE REQUIRED, SWEEPS MUST BEPROVIDED IN CONDUITS.4.FOR EXISTING LOCATIONS, VERIFY EXISTING CP PANELHAS AMPACITY AND SUFFICIENT SPARES/ SPACES FORTWO (2) NEW 20A/1P CIRCUITS. UPGRADE CP PANEL TO42 CIRCUITS IF NECESSARY.5.VERIFY EXISTING PULLBOXES ARE SIZED FOR NEWCONDUIT ROUTING. MODIFY PULLBOXES IF NECESSARY.H5C2.5DRIVE-THRU WIRING DETAILNOT TO SCALEC
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CASHIERSWINDOWPULLBOX FORCONTROLLERVERIFY EXACTLOCATION IN FIELDPANEL CP (IG)PANEL LPBUILDINGSKETCH CREATED FROM ODMD TEMPLATE 1.0DATED 3/15/2017 & INCLUDES MODIFICATIONSPER REGIONAL INPUT DATED AUG, 2014.PRIMARYMENUBOARDSECONDARYPRE-BROWSEBOARDEIHII6C2.5DIGITAL PRE-BROWSE BOARD SCHEMATIC DETAILNOT TO SCALENOTE: THIS DRAWING IS SHOWN FOR SCHEMATIC PURPOSESONLY. SEE MANUFACTURER FOR INSTALLATION INSTRUCTIONS7C2.5DIGITAL MENU BOARD SCHEMATIC DETAILNOT TO SCALENOTE: THIS DRAWING IS SHOWN FOR SCHEMATIC PURPOSESONLY. SEE MANUFACTURER FOR INSTALLATION INSTRUCTIONS8C2.5DOUBLE GATEWAY SCHEMATIC DETAILNOT TO SCALENOTE: THIS DRAWING IS SHOWN FOR SCHEMATIC PURPOSESONLY. SEE MANUFACTURER FOR INSTALLATION INSTRUCTIONSM:\LAND PROJECTS 2016\160027 WAUKEE\DWG\C2 LAYOUT.DWG6/20/2017 8:59:52 AM
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W
SOWVHYDWVDWVHYDDDETTFF=1028.90WSOFF=1028.92
FF=1028.90WVWVFF=1028.90
MHMHCOCOSFF=1029.21WVWVTTSGMEMEPEP EP EP
YADR FF=1028.91SDMcDONALD'S125 SE LAUREL ST.6,491 SQUARE FEETONE STORY49.5'3.3'32.5'3.3'10.8'23.7'12.1'24.7'12.0'9.7'12.1'12.0'78.7'30.6'2.0'39.6'DRIVETHRUTELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELE
ST 15"ST 15"ST 15"
ST6"ST6"STST36"ST36"ST36"ST36"ST36"ST36"ST36"ST30"ST30"ST30"ST30"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"F/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E
CATV CATV CATV CATV CATV CATV CATV CATVCATVU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E
O/E O/E O/E O/E O/E O/E O/E O/E
SAN 6"SAN 6"SAN6"SAN6"SAN6"W 2"W 2"
SAN 6"SAN 6"EX TRASHENCLOSURE15"
ST 15"SE LAUREL STREET(PUBLIC STREET - CONCRETE SURFACE - 70' ROW)LOT 7LOT 8LOT 9DRIVETHRUST48"ST48"ST48"ST48"ST48"ST48"ST48"ST48"ST48"GENERAL NOTES:1.FIELD VERIFY AND CONFIRM EXISTING CONDITIONS AND DIMENSIONS PRIORTO COMMENCING CONSTRUCTION. NOTIFY MCDONALD'S PROJECT MANAGEROF ANY DISCREPANCIES PRIOR TO COMMENCING CONSTRUCTION.2.SEE SHEET C2.1 FOR ALL RADIUS DIMENSIONS.3.SEE SHEET C2.2 FOR COD CONSTRUCTION.4.ALL PAVEMENT STENCILS MUST BE PURCHASED FROM THE FOLLOWINGAUTHORIZED PROVIDER.PAVEMENT STENCIL COMPANYP.O. BOX 18034ROANOKE, VA. 24014PH 800-250-5547 FAX 540-427-1326PAVEMENTSTENCIL.NETGRAPHIC SCALE020102040PRELIMINARY- NOT FOR CONSTRUCTION
DATE
SITE ADDRESS
SHEET NO.
DESCRIPTION
SITE ID
McDonald's USA, LLC
DRAWN BY
DATE ISSUED
STD ISSUE DATE
REVIEWED BY
PREPARED FOR:PREPARED BY:
REV DESCRIPTION BY
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 1959
TITLE:BE#WAUKEE, IA - LAUREL ST
SITE PLAN
140233 125 LAUREL STREET, WAUKEE, IA 50263160027 JMR
6/6/17
JEJ
6/6/17
2017 McDonald's USA, LLC
1 5/9/17 1ST CITY SUBMITTAL JMR
2 6/6/17 2ND CITY SUBMITTAL JMR
3 6/20/17 3RD CITY SUBMITTAL JMRSTRIPING PLANC2.61C2.6PAINTED 'DRIVE THRU' WITH ARROWNOT TO SCALE2'-5"ARROWHEIGHT3'-6"2'-10"5-3/4"2'-10"6'-0"CIRCLE IS POSITIONEDHORIZONTALLY,CENTERED ABOVE TYPEARROW IS POSITIONEDVERTICALLY ANDHORIZONTALLY INSIDEOF CIRCLEARROW ART KNOCKS OUTSO THAT ARROW IS THECOLOR OF THE PAVEMENTLETTERS AND CIRCLEPAINT TO MATCH PANTONEPMS 123 YELLOWTYPES ALIGNS CENTEREDNOTE: ARROW SHALL BE PAINTED 3'-6"2'-5" YELLOW (PMS 123)2C2.6PAINTED ARROWNOT TO SCALE3C2.6PAINTED 'THANK YOU'NOT TO SCALENOTES:1. ALL TEXT SHALL BE PAINTED YELLOW (PMS 123)2. 'THANK YOU' SHALL BE LOCATED 8" FROM THE EDGE OF THE PULLFORWARD STRIPE TO THE BOTTOM OF THE WORD 'YOU' OR ASDIMENSIONED ON PLAN.2'-10"5-3/4"2'-10"6'-8"4'2'18"5'18"3'5'3'5'3'18"3'NOTE :ARROWS AND WORDS CAN BEARRANGED IN OTHER COMBINATIONSTHAN THOSE ILLUSTRATED HERE TOACHIEVE DESIRED RESULT.4C2.6TYPICAL PAVEMENT MARKINGNOT TO SCALEPAINT SOLIDWHITEEXITONLYSTRIPING NOTES:6" WIDE PAINTED STRIPE. PMS 123, YELLOW.1'-0" WIDE PAINTED DIRECTIONAL ARROW. PMS 123 YELLOW. SEE GENERAL NOTE 4.6" WIDE PAINTED MERGE POINT. PMS 123 YELLOW. SEE GENERAL NOTE 4.PAINTED DRIVE THRU GRAPHIC. SEE DETAIL 1. SEE GENERAL NOTE 4.EXISTING PAINTED DRIVE THRU GRAPHIC. PROTECT IN PLACE.PAINTED DRIVE THRU GRAPHIC. SEE DETAIL 2. SEE GENERAL NOTE 4.EXISTING PAINTED DRIVE THRU GRAPHIC. PROTECT IN PLACE.PAINTED DRIVE THRU GRAPHIC. SEE DETAIL 3. SEE GENERAL NOTE 4.RESERVED.PAINTED SITE CIRCULATION ARROW. SEE DETAIL 4. SEE GENERAL NOTE 4.4" WIDE CUSTOMER PARKING STRIPING. WHITE. RE-STRIPE EXISTING STALLS.PAINTED ISLAND, TYP. WHITE. RE-STRIPE EXISTING ISLANDS.PAINTED HANDICAP SYMBOL, TYP. WHITE.6" WIDE PAINTED CROSSWALK STRIPING. WHITE4" WIDE PULL FORWARD STRIPING. PMS 123 YELLOW.24" WIDE STOP BAR. PMS 123 YELLOW.**NOTE: RE-STRIPE EXISTING LOT**ABCDEFGHIJKLMM:\LAND PROJECTS 2016\160027 WAUKEE\DWG\C2 LAYOUT.DWG6/20/2017 8:59:54 AM deN
28.9128.87E/W28.72G EX28.77E/W28.27G28.75E/W28.25G28.83E/W1.3%1.5%1.5%28.2528.83T/C28.33G1.5%28.83T/C28.33G28.251.5%1.5%1.5%1.5%1.3%28.75E/W28.25G28.83E/W6.0%
6.0%5.6%
5.6%
0%
0%
0%
0%
0%
0%
0%
0%
0%0%27.96EX1.5%28.0027.83EX27.83EX27.94EX27.97EX27.92EX27.941.8%1.8%1.5%1.5%1.5%1.5%28.0028.0028.000%0%0%0.7%0%0.7%27.88EX28.0028.76E/W28.26G28.0028.005.8%5.8%1.3%1.4%
1.4%
1.0%1.0%CONTRACTOR SHALL VERIFYEXISTING PAVEMENT INCROSSWALK HAS RUNNINGSLOPE OF <5% AND CROSSSLOPE OF <2% OVER ENTIRELENGTH OF CROSSWALK29.23T/C EX28.75G EX28.0028.0029.87E/W30.11E/W30.06E/W29.70T/C EX29.20G EX1.6%
1.1%28.901.4%28.84E/W28.84E/W28.76E/W28.46G1.4%
1.4%28.901.4%5.4%0%0%0%0%1.4%
1.4%0%1.4%
1.4%28.76E/W28.31G28.20±EX28.45±EX28.40±EX28.9228.84E/W28.85E/W1.4%
1.4%0%0%28.74E/W28.27G0.5%0.5%28.76E/W28.40G0.5%28.76E/W28.29G0.4%0.4%0.4%0%0%SPECIAL CURB HEIGHTSHAPING TO ENSUREPOSITIVE DRAINAGEEAST & WEST6.25%28.240%0.5%1.4%4.5%
4.5%28.31E/W28.45±EX0.6%1.4%28.28E/W28.55T/C28.05G0.6%28.9028.75E/W28.25G28.70E/W28.20G28.3028.81E/W1.4%0.4%0.4%6.25%0.6%28.82E/W0.6%0.6%1.4%28.77E/W28.84E/W28.89E/W1%1.4%1%0.5%28.76E/W28.37G28.330.6%1.0%28.83E/W28.83T/C28.37G28.84T/C28.40G0%0%1.4%5.5%1.4%0.6%0.6%29.65T/C29.15G28.90±EX29.30T/C28.80G EX29.30T/C28.80G EX0%29.82E/W29.75E/W29.80E/W1%6.25%
6.25%1%1.4%
1.4%29.86±EX30.90T/C EX30.40G EX29.60±EX29.80T/C EX29.35G EX30.26±EX30.85T/C EX30.37G EX31.43T/C EX30.89G EX32.30EX32.03G EX32.60T/C32.10G32.25T/C31.75G31.90T/C31.40G31.40T/C30.90G31.70T/C31.20G30.80T/C30.30G31.10T/C30.60G30.55T/C30.05G29.00T/C28.50G32.10T/C31.60G31.85T/C31.35G31.60T/C31.10G31.50T/C31.00G30.20T/C29.70G30.65T/C30.15G30.50T/C30.00G30.15T/C29.65G29.00T/C28.50G29.35T/C28.85G29.20T/C28.70G29.35T/C28.85G29.45T/C28.95G29.15T/C28.65G29.58T/C28.75G28.70T/C28.20G28.30T/C27.80G27.80T/C EX27.30G EX28.30±EX27.02±EX28.60T/C28.10G28.60T/C28.10G28.75T/C28.25G28.90T/C28.40G28.50T/C28.00G28.75T/C28.25G28.90T/C28.40G30.1029.7029.80T/C29.30G29.45T/C28.95GTAPER OUTCURB OVER 6'1
0
2
8
102910301030103110301032 1028
1028
102910291030ADJUST EXINTAKE RIM TOELEV=1028.00ADJUST RIM ELEVAS NECESSARY29.21EX29.25T/C28.75G EX29.05T/C28.55GTAPER OUTCURB29.1528.20T/C EX27.77G EX28.40T/C27.90G103128.60±EX28.75T/C28.25G28.75T/C28.25G28.85T/C28.35G28.20±EX28.71T/C28.21G27.40±EX27.95T/C EX27.45G EX28.25T/C27.75G28.20±EX28.30±EX28.75T/C28.25G EX28.70T/C28.20G28.60T/C28.10G EX28.85T/C EX28.56G EX1028102828.90T/C28.40G EX29.30T/C28.80G EX28.95T/C28.45G EX28.85T/C28.35G EX29.00T/C28.50G EX29.05T/C28.55G EX29.15T/C28.65G EX29.20T/C28.70G EX28.67±EX28.33±EX2.3%2%28.9128.93±EX28.84±EX28.9028.93±EX31.93±EX32.00±EX32.30E/W32.35E/W32.42E/W32.37E/W1.4%6%6%1.4%1%31.80E/W31.87E/W31.20E/W31.27E/W30.40E/W30.47E/W1.4%29.43E/W29.47E/W29.40E/W29.36E/W1%0%6.25%1.4%
1.4%1%5.5%1%1%1.4%
1.4%30.04E/W29.99E/W3%W6"W6"
1.4%
1.4%1%27.55T/C27.05GCP #4CP #5CP #7CP #8W
SOWVHYDWVDWVHYDDDETTFF=1028.90WSOFF=1028.92
FF=1028.90WVWVFF=1028.90
MHMHCOCOSFF=1029.21WVWVTTSGMEMEPEP EP EP
YADRFF=1028.91SDDMcDONALD'S125 SE LAUREL ST.6,491 SQUARE FEETONE STORY49.5'3.3'32.5'3.3'10.8'23.7'12.1'24.7'12.0'9.7'12.1'12.0'78.7'30.6'2.0'39.6'DRIVETHRUTELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELE
ST 15"ST 15"ST 15"15"ST6"ST6"STSTST36"ST36"ST36"ST36"ST36"ST36"ST36"ST30"ST30"ST30"ST30"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W6"SAN
SAN
SAN
SANSANST
S
T
ST F/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E
CATV CATV CATV CATV CATV CATV CATV CATV CATVCATVCATVU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E
O/E O/E O/E O/E O/E O/E O/E O/E O/E
O/E
SAN 6"SAN 6"SAN6"SAN6"SAN6"W 2"W 2"
SAN 6"SAN 6"EX TRASHENCLOSUREST 15"
ST 15"30' BUILDING SETBACK30' BUILDING SETBACK
5' US WEST COMMUNICATIONSEASEMENTBOOK 1997, PAGE 10698PROPERTY LINEESTABLISHED THROUGHBOUNDARY AGREEMENTBOOK 799, PAGE 388-39410' PUEBK 1999 PG 208410' PUEBK 1999 PG 2084
SE LAUREL STREET(PUBLIC STREET - CONCRETE SURFACE - 70' ROW)CAREFREE LANE(PUBLIC STREET - CONCRETE SURFACE - 70' ROW)30' BUILDING SETBACKLOT 7LOT 8LOT 9SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"LOT 116.5' TELEPHONE EASEMENT
BOOK 495, PAGE438 &
BOOK 568, PAGE 641
10' PUE
BOOK 1999, PAGE 208410281028102810271026102
81029
1029103110321032102910281030103110291028102910271026102710281029 1025DRIVETHRUST48"ST48"ST48"ST48"ST48"ST48"ST48"ST48"ST48"TOPSOIL NOTES:1.STRIP AND STOCKPILE THE TOP 6" OF SOIL ON ALL DISTURBED AREAS.2.RESPREAD TOPSOIL TO A MINIMUM DEPTH OF 6" 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.PRELIMINARY- NOT FOR CONSTRUCTION
DATE
SITE ADDRESS
SHEET NO.
DESCRIPTION
SITE ID
McDonald's USA, LLC
DRAWN BY
DATE ISSUED
STD ISSUE DATE
REVIEWED BY
PREPARED FOR:PREPARED BY:
REV DESCRIPTION BY
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 1959
TITLE:BE#WAUKEE, IA - LAUREL ST
SITE PLAN
140233 125 LAUREL STREET, WAUKEE, IA 50263160027 JMR
6/6/17
JEJ
6/6/17
2017 McDonald's USA, LLC
1 5/9/17 1ST CITY SUBMITTAL JMR
2 6/6/17 2ND CITY SUBMITTAL JMR
3 6/20/17 3RD CITY SUBMITTAL JMRGRAPHIC 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\160027 WAUKEE\DWG\C3 GRADING.DWG6/20/2017 9:00:21 AM
GRADING PLANC3.1GRADING NOTES:1.CONTRACTOR SHALL ENSURE ALL UNPAVED AREAS HAVE A MINIMUM OF 2% SLOPE.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 BAGEROSION CONTROL NOTES:1.INSTALL PERIMETER SILT FENCE PRIOR TO CONSTRUCTION.2.INSTALL DROP-IN INLET PROTECTION ON ALL INTAKES WITHIN THEDISTURBED AREA.3.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING A CONCRETEWASHOUT IN ACCORDANCE WITH NPDES GENERAL PERMIT NO. 2 DURING ALLCONCRETE WORK.4.CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING TEMPORARYRESTROOM FACILITIES. SANITARY WASTE SHALL BE DISPOSED OF PER ALLFEDERAL, STATE AND LOCAL REGULATIONS.5.AFTER FINAL STABILIZATION HAS OCCURED, CONTRACTOR SHALL BERESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY EROSION CONTROLDEVICES INCLUDING SILT FENCE AND INLET PROTECTION.
150' HYDRANT RADIUSADJUST EXINTAKE RIM TOELEV=1028.00PROTECT & PAVEAROUND EX MANHOLEPROTECT EXTELE RISERSPROTECT & PAVEAROUND EX VALVEADJUST GREASETRAP LID TO GRADEAS NECESSARYADJUST WATER SHUTOFFAS NECESSARYW6"W6"REF PLUMBING FORCONTINUATION87LF 6" FIRE SERVICECONNECT TO EX WATERMAIN W/ 12"x6" T.S.&V.PROTECT & PAVEAROUND EX VALVEDIRECTIONAL BORE UNDEREXISTING PARKING LOT ORREMOVE AND REPLACEPAVEMENT TO NEAREST JOINTCP #4CP #5CP #7CP #8WSOWVHYDWVDEX STORM MHRIM=1030.03FL(W)=1022.04FL(E)=N/AWVHYDTBM: BURY BOLTELEV=1029.05EX INTAKET/C=1027.69FL(S)=1022.16DEX STORM MHRIM=1027.80FL(E)=1021.28FL(W)=1021.15EX INTAKET/C=1030.71FL(S)=1023.74DEX STORM MHRIM=1030.75FL(W)=1022.98FL(E)=1022.98ETTEX INTAKERIM=1027.40FL(N)=1024.45FF=1028.90WSOFF=1028.92
FF=1028.90WVWVFF=1028.90
MHMHCOCOSEX SAN MHRIM=1028.48INV(N)=1022.44INV(W)=1022.36FF=1029.21WVWVTTSEX SAN MHRIM=1030.06INV(NE)=1022.81INV(S)=1022.58EX INTAKERIM=1027.01FL(S)=1023.86EX INTAKERIM=1027.02FL(S)=1024.06EX INTAKERIM=1026.84FL(S)=1023.92GMEMEPEP EP EP
YADRFF=1028.91EX INTAKERIM=1027.59FL(N)=1024.21EX INTAKERIM=1027.56FL=1023.52SEX SAN MHRIM=1029.05INV(S)=1019.07INV(E)=1018.97EX INTAKET/C=1025.27FL9W)=1021.68DEX STORM MHRIM=1025.32FL(N)=1022.36DEX STORM MHRIM=1028.18EX INTAKERIM=1026.89FL(S)=1023.66EX INTAKERIM=1027.08FL(S)=1023.85McDONALD'S125 SE LAUREL ST.6,491 SQUARE FEETONE STORY49.5'3.3'32.5'3.3'10.8'23.7'12.1'24.7'12.0'9.7'12.1'12.0'78.7'30.6'2.0'39.6'DRIVETHRUTELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELE
ST 15"ST 15"ST 15"ST15"ST6"ST6"STSTSTST36"ST36"ST36"ST36"ST36"ST36"ST36"ST30"ST30"ST30"ST30"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W6"W6"F/OF/OF/OF/OF/OF/OF/OF/OF/OSAN
SAN
SAN
SAN
SANSANSTS
T
ST
ST ST ST F/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E U/E
CATV CATV CATV CATV CATV CATV CATV CATV CATVCATVCATVF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E
O/E O/E O/E O/E O/E O/E O/E O/E O/E
O/E
O/E
O/E
SAN 6"SAN 6"SAN6"SAN6"SAN6"W 2"W 2"
SAN 6"SAN 6"EX TRASHENCLOSUREEX UNDERGROUND STORM WATER DETENTIONST 15"
ST 15"30' BUILDING SETBACK30' BUILDING SETBACK
5' US WEST COMMUNICATIONSEASEMENTBOOK 1997, PAGE 10698PROPERTY LINEESTABLISHED THROUGHBOUNDARY AGREEMENTBOOK 799, PAGE 388-39410' PUEBK 1999 PG 208410' PUE
BK 1999 PG 2084
SE LAUREL STREET(PUBLIC STREET - CONCRETE SURFACE - 70' ROW)CAREFREE LANE(PUBLIC STREET - CONCRETE SURFACE - 70' ROW)30' BUILDING SETBACKLOT 7LOT 8LOT 9SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"LOT 116.5' TELEPHONE EASEMENT
BOOK 495, PAGE438 &
BOOK 568, PAGE 641
10' PUE
BOOK 1999, PAGE 2084DRIVETHRUEX 1,500 GALLONGREASE TRAPST48"ST48"ST48"ST48"ST48"ST48"ST48"ST48"ST48"EX UNDERGROUND STORM WATER DETENTIONPRELIMINARY- NOT FOR CONSTRUCTION
DATE
SITE ADDRESS
SHEET NO.
DESCRIPTION
SITE ID
McDonald's USA, LLC
DRAWN BY
DATE ISSUED
STD ISSUE DATE
REVIEWED BY
PREPARED FOR:PREPARED BY:
REV DESCRIPTION BY
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 1959
TITLE:BE#WAUKEE, IA - LAUREL ST
SITE PLAN
140233 125 LAUREL STREET, WAUKEE, IA 50263160027 JMR
6/6/17
JEJ
6/6/17
2017 McDonald's USA, LLC
1 5/9/17 1ST CITY SUBMITTAL JMR
2 6/6/17 2ND CITY SUBMITTAL JMR
3 6/20/17 3RD CITY SUBMITTAL JMRGRAPHIC SCALE020102040M:\LAND PROJECTS 2016\160027 WAUKEE\DWG\C4 UTILITY.DWG6/20/2017 9:00:48 AM
UTILITY PLANC4.1
1
0
2
8
102910301030103110301032 1028
1028
1029102910301031 10281028
W6"W6"WSOWVHYDWVDWVHYDDD15" ASH15" ASH15" ASH15" ASHETTW
SOWVWVMHMHCOCOSWVWV10" TREETT9" ASHS10" TREE10" TREE10" TREEGMEMEPEP EP EP
YADRS9" MAPLED6" MAPLE12" MAPLEDDRIVETHRUTELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELETELE
ST 15"ST 15"ST 15"ST15"ST6"ST6"STSTST36"ST36"ST36"ST36"ST36"ST36"ST36"ST30"ST30"ST30"ST30"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W12"6"W6"SAN
SAN
SAN
SANSANST
S
T
ST F/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E
CATV CATV CATV CATV CATV CATV CATV CATVCATVCATVU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/EU/E
O/E O/E O/E O/E O/E O/E O/E O/E
O/E
SAN 6"SAN 6"SAN6"SAN6"SAN6"W 2"W 2"
SAN 6"SAN 6"
ST 15"
ST 15"30' BUILDING SETBACK30' BUILDING SETBACK
5' US WEST COMMUNICATIONSEASEMENTBOOK 1997, PAGE 10698PROPERTY LINEESTABLISHED THROUGHBOUNDARY AGREEMENTBOOK 799, PAGE 388-39410' PUEBK 1999 PG 208410' PUE
BK 1999 PG 2084
SE LAUREL STREET(PUBLIC STREET - CONCRETE SURFACE - 70' ROW)CAREFREE LANE(PUBLIC STREET - CONCRETE SURFACE - 70' ROW)30' BUILDING SETBACK16.5' TELEPHONE EASEMENT
BOOK 495, PAGE438 &
BOOK 568, PAGE 641
10' PUE
BOOK 1999, PAGE 208410281028102810271026102
81029
1029103110321032102910281030103110291028102910271026102710281029 1025DRIVETHRUST48"ST48"ST48"ST48"ST48"ST48"ST48"ST48"ST48"SODSODSODSODSODSODSODSODSODSODSODSODDY6CV1PM7KR3CV1DY5KF1AW6CV2KF1SD5KF3KR2AW5DY5TH3SD3HO2GF1GF1BJ5SB1GF4KF2BJ4CV14BJ4SD10SD8KF3DY3RO2GL6GL6JT1JT1JT1JT1RO1SB1AF7RO1GB2GB4LANDSCAPE NOTES:1.ALL SODDING & 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.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 THE AMERICAN STANDARD FOR NURSERYSTOCK (ANSI Z60.1).6.CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OFACCEPTANCE.7.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.8.CONTRACTOR SHALL PLACE SHREDDED HARDWOOD MULCH AROUND ALL TREES NOT LOCATED WITHIN ROCKPLANTING BEDS - SEE DETAIL.9.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.10.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.11.ALL EDGING SHALL BE DURAEDGE 1/8" STEEL EDGING - COLOR GREEN, OR APPROVED EQUAL..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 INCORPORATE TYPAR 3301 NONWOVEN LANDSCAPE FABRIC(OR SIMILAR) AND 3" THICK LAYER OF WASHED RIVER ROCK (1.5" NOMINAL SIZE). MATCH EXISTING RIVER ROCK ASPOSSIBLE.14.ALL BEDS TO RECEIVE GRANULAR PRE-EMERGENT WEED CONTROL BEFORE AND AFTER ROCK IS INSTALLED.PRELIMINARY- NOT FOR CONSTRUCTION
DATE
SITE ADDRESS
SHEET NO.
DESCRIPTION
SITE ID
McDonald's USA, LLC
DRAWN BY
DATE ISSUED
STD ISSUE DATE
REVIEWED BY
PREPARED FOR:PREPARED BY:
REV DESCRIPTION BY
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 1959
TITLE:BE#WAUKEE, IA - LAUREL ST
SITE PLAN
140233 125 LAUREL STREET, WAUKEE, IA 50263160027 JMR
6/6/17
JEJ
6/6/17
2017 McDonald's USA, LLC
1 5/9/17 1ST CITY SUBMITTAL JMR
2 6/6/17 2ND CITY SUBMITTAL JMR
3 6/20/17 3RD CITY SUBMITTAL JMRGRAPHIC 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 PIT3'-0"SET ROOTBALL FLUSH WITHFINISHED GRADEDO NOT PLACE MULCH INCONTACT WITH BASE OF TREEPRUNE ANY DEAD/DAMAGEDBRANCHING FROM TREE.MAINTAIN OVERALL APPEARANCE.DECIDUOUS SHRUB DETAILEVERGREEN SHRUB DETAILPLANTING ON SLOPESFIRMLY COMPACT SAUCER(USE TOPSOIL)ORIGINAL GROUND LINESUB-SOILPLANTING PIT TWICETHE WIDTH OF ROOTBALL12SHRUB PLANTING (TYP)NOT TO SCALESCALE:PLANTING SCHEDULEM:\LAND PROJECTS 2016\160027 WAUKEE\DWG\C5 LANDSCAPE.DWG6/20/2017 10:31:39 AM
3" ROCKLANDSCAPE PLANC5.1LANDSCAPE REQUIREMENTS:TOTAL SITE AREA 86,775 SFOPEN SPACE REQUIRED 17,355 SF (20%)OPEN SPACE PROVIDED27,930 SF (32%)TREES REQUIRED (1 / 1000SF OF OPEN SPACE)17.3 (18)EXISTING TREES PROVIDED 12PROPOSED TREES PROVIDED9TOTAL TREES PROVIDED21SHRUBS REQUIRED (1 / 1000SF OF OPEN SPACE)17.3 (18)SHRUBS PROVIDED 78 LINEAR FEET OF PARKING FRONTAGE ALONG SE LAUREL ST195 LNFTTREES REQUIRED (1 / 40 LF OF PARKING FRONTAGE)4.8 (5)TOTAL TREES PROVIDED 5 (3 EXISTING)LINEAR FEET OF PARKING FRONTAGE ALONG HICKMAN RD265 LNFTTREES REQUIRED (1 / 40 LF OF PARKING FRONTAGE)6.6 (7)TOTAL TREES PROVIDED 7SUBSTITUTION NOTES:1.NO LANDSCAPE MATERIAL SHALL BE SUBSTITUTED WITHOUT THE WRITTEN APPROVAL OF THE LANDSCAPEARCHITECT AND WAUKEE DEVELOPMENT SERVICES DEPARTMENT.