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NOTE: SEE LANDSCAPING PLAN FOR
<br />NEW AND EXISTING LANDSCAPING
<br />PROPERTY LINE
<br />NEW 6" THICK
<br />4,500 PSI CONC.
<br />NEW STRIPING ti
<br />NEW STRIPING
<br />E EX. GATEWAY
<br />NEW GATEWAY
<br />EX. 6" YELLOW STRIP
<br />TO REMAIN
<br />PRE -BROWSE
<br />.5' ONG CURB '
<br />NEW ORDE
<br />CANOPY
<br />EX. TRASH
<br />ENCLOSURE
<br />REMOVE EX.
<br />MENU BOARD & COD
<br />NEW ODMB
<br />(MENU BOARD)
<br />REMOVE EX.
<br />MENU BOARD
<br />& COD
<br />�o
<br />/‘‘
<br />MCDONALDS PUD AMENDMENT #4
<br />LOT 4, CENTENNIAL VALLEY, PARCEL "0" FILING NO. 3,
<br />CIVIL ENGINEERING PLAN
<br />STORE #50-0294
<br />939 W. DILLON ROAD
<br />LOUISVILLE, COLORADO
<br />co
<br />PROPERTY LINE
<br />y
<br />,l
<br />NEW ST'
<br />EX. STRIPING
<br />NEW CONCRETE CROSS -WALK
<br />W/5'X12" WIDE WHITE STRIPING
<br />LIMIT OF PAVEMENT
<br />REMOVAL
<br />EX. STRIPING
<br />LIMI • ' EMENT
<br />REMOVAL
<br />EW STRIPING -
<br />EX. MCDONALD'S BUILDING
<br />W/PLAYPLACE
<br />EX. PRESENT WINDOW
<br />REMOVE AND REPLACE
<br />ALL STAMPED PAVEMENT
<br />NEW DELIVERY RAMP
<br />NEW CONCRETE
<br />NEW PRE -BROWSE
<br />13' ALONG CURB
<br />EX. PAY WINDOW
<br />EW ORDE
<br />CANOPY
<br />NEW ODMB
<br />MENU BO
<br />ROPERTY LINE
<br />101 L.F.
<br />EX. STRIPING
<br />RELO ►�
<br />DIRECT!
<br />NON ADA
<br />IDEWALK
<br />-NEW ADA RAMP
<br />WHEEL STOPS
<br />NEW ADA RAMP
<br />EX. STRIPING
<br />20 0 10 20
<br />EX. STRIPING
<br />BRICK PAVING
<br />TO BE REMOVED
<br />AND REPLACED
<br />WITH CONCRET'
<br />RIvA rF
<br />I
<br />RIVE
<br />NEW STRIPING
<br />Elk STRIPING
<br />PROPERTY LINE
<br />OOSP SIGANAGE
<br />ii
<br />NEW ORDER S
<br />WITH CA
<br />NOTE: THIS SITE PLAN REQUIRES THE LOSS OF 4 PARKING SPACES,
<br />AND ALLOWS FOR A 107 SEAT RESTAURANT
<br />REMOVE EX.
<br />GATEWAY AND
<br />INSTALL NEW
<br />DOUBLE GATEWAY
<br />NEW PRE -SELL
<br />12.5' FROM ORDER
<br />MEASURED ALONG CURB
<br />EX. CURB
<br />TO REMAIN
<br />1.25',
<br />PRE -BROWSE' 1
<br />EX. CURB 1 I
<br />AKERArO REMAIN 1
<br />SITE PLAN LEGEND
<br />L
<br />SITE PROPERTY LINE (WITH METES &
<br />BOUNDS NOTED)
<br />ADJACENT PARCEL PROPERTY LINE
<br />EXISTING CURBLINE
<br />PROPOSED MONILITHIC 6" CURBLINE
<br />PROPOSED 6" CURBLINE W/1' CATCH PAN
<br />GUTTER, UNLESS OTHERWISE NOTED
<br />PROPOSED 6" CURBLINE W/1' SPILL PAN
<br />GUTTER, UNLESS OTHERWISE NOTED
<br />PROPOSED CONCRETE PAVEMENT
<br />PROPOSED OVERHEAD ROOF/CANOPY LINE
<br />PROPOSED BUILDING LINE
<br />SITE PLAN NOTES
<br />1. ALL DIMENSIONS AND RADII ARE TO THE FACE (FOR 6" REVEAL CURB) OR FLOWLINE (FOR CURB
<br />& GUTTER) UNLESS OTHERWISE NOTED.
<br />2. PARKING SPACE STRIPING TO BE WHITE, 4" WIDE, UNLESS OTHERWISE NOTED.
<br />3. LOT LINE AND EXISTING TOPOGRAPHIC INFORMATION TAKEN FROM THE SURVEY PREPARED BY
<br />ENGINEERING SERVICES COMPANY, INC.
<br />4. CONCRETE PAVEMENT, SIDEWALK, CURB & GUTTER TO BE REMOVED (IF APPLICABLE) SHALL BE
<br />SAWCUT. CONTRACTOR SHALL REMOVE TO NEXT JOINT IF SAWCUT IS WITHIN 5 FOOT OF A
<br />JOINT.
<br />5. THE PARKING AREAS AND ACCESS DRIVES SHALL CONSIST OF A FLEXIBLE COMPOSITE
<br />PAVEMENT SECTION OF SIX -INCHES OF ASPHALT OVER FOUR -INCHES OF AGGREGATE BASE
<br />COURSE (REFERENCE: SOILS REPORT). AT A MINIMUM, THE PAVEMENT SHALL BE DESIGNED TO
<br />SUPPORT THE WEIGHT IMPOSED BY FIRE APARATUS (24 TON, 2 AXLES, 34 TON, 3 AXLES).
<br />6. THE DRIVE THRU, LOADING AREA, AND TRASH DUMPSTER AREA SHALL CONSIST OF A
<br />PORTLAND CEMENT CONCRETE PAVEMENT WITH A MINIMUM THICKNESS OF EIGHT (8) INCHES
<br />(UNLESS OTHERWISE NOTED) WITH A 28-DAY COMPRESSIVE STRENGTH OF 4,000 PSI,
<br />REINFORCED WITH #3 BARS, 16" O.C.B.W. IN CENTER OF SLAB. USE 3%2" CHAIRS AT 48"
<br />O.C.B.W.
<br />7. ALL HANDICAP RAMPS TO INCLUDE DETECTABLE WARNING PANELS.
<br />8. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY THAT WILL INVOLVE ANY
<br />EXISTING OR PROPOSED STREET SIGNS OR TRAFFIC CONTROL DEVICES WITHIN THE PUBLIC
<br />RIGHT-OF-WAY (ROW), THE CONTRACTOR SHALL CONTACT THE CITY ENGINEERING AT (303)
<br />335-4609 TO COORDINATE THE REMOVAL, RELOCATION, INSTALLATION, AND/OR PROPER
<br />STORING OF THE SIGN(S) OR TRAFFIC CONTROL DEVICE(S) AND OBTAIN A ROW WORK PERMIT
<br />FROM THE CITY PUBLIC WORKS ENGINEERING DIVISION TO DO SUCH WORK. HOWEVER, IF THE
<br />CONTRACTOR REMOVES OR RELOCATES ANY EXISTING STREET SIGN(S) OR TRAFFIC CONTROL
<br />DEVICES(S) WITHIN THE PUBLIC ROW WITHOUT FIRST OBTAINING A ROW WORK PERMIT FROM
<br />THE CITY PUBLIC WORKS DIVISION, THEN THE CONTRACTOR WILL BE CHARGED FOR THE
<br />LABOR, MATERIALS, AND EQUIPMENT TO REINSTALL THE SIGN(S0 OR TRAFFIC CONTROL
<br />DEVICES(S) AS DEEMED NECESSARY BY THE CITY. THE CONTRACTOR WILL ALSO BE CHARGED
<br />TO REPLACE ANY EXISTING STREET SIGNS OR TRAFFIC CONTROL DEVICES THAT WERE
<br />DAMAGED OR BLEMISHED DURING ANY CONSTRUCTION ACTIVITY AS DEEMED NECESSARY THE
<br />BY THE CITY. THE CONTRACTOR MAY ALSO BE SUBJECT TO ADDITIONAL FINES AS PER THE
<br />LOUISVILLE MUNICIPAL CODE. ADDITIONALLY, ANY WORK WITHIN THE COLORADO
<br />DEPARTMENT OF TRANSPORTATION (CDOT) ROW WILL ALSO NEED TO OBTAIN A ROW WORK
<br />PERMIT FROM CDOT.
<br />NEW DIGITAL MENU BOARD
<br />6" CONC. BOLLARD
<br />G �
<br />a
<br />a a
<br />a
<br />1.2Sr a
<br />a
<br />12'
<br />!\, NEW DER
<br />j SP KER
<br />II, WITH CA
<br />i'i \\IOPY
<br />1.5'
<br />G
<br />ot
<br />e
<br />a
<br />NEW DIGITA
<br />MENU BOARD
<br />•
<br />444
<br />EX. CURB
<br />TO REMAIN\
<br />10 0 5 10
<br />PLAN SCALE: 1" = 1 0'
<br />Know what's below.
<br />Call before you dig.
<br />NO. DA TE REVISION DESCRIPTION
<br />CIVIL ENGINEERING' CONSULTANT
<br />Strategic Land Solutions, Inc.
<br />.IE.,tyrv_I-c L.5n3 fl vin.g • rnt(tlu,`z•it.
<br />2595 PONDEROSA ROAD
<br />FRANKTOWN, CO 80116
<br />720.384.7661 Phone
<br />rpalmer@strategicls.net
<br />Robert J. Palmer, PE
<br />President
<br />PREPARED UNDER THE DIRECT
<br />SUPERVISION OF:
<br />III////////
<br />\\\ I �P?O•
<br />RN/ST,
<br />SEAL: \� cj/ • -• J.•p • .<% —
<br />c.'••�<3- 9•�
<br />36320 t•:
<br />N
<br />�•
<br />s ANAL •
<br />• �\0
<br />BY Robert J. Palmer, PE
<br />Licensed Professional Engineer (CO PE #36320),
<br />AS PRESIDENT FOR STRATEGIC LAND SOLUTIONS, INC.
<br />SCALE
<br />COLORADO
<br />w
<br />-J
<br />0
<br />LOUISVILLE
<br />OPERTY OF McDONALD'S CORPORADON
<br />THESE PLANS AND SPECIFICA DONS ARE THE P,
<br />STATE STORE /D#
<br />REGIONAL DWG NO
<br />AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION
<br />a)
<br />N
<br />0
<br />LC)
<br />ROCKY MOUNTAIN REGION
<br />as noted "1cD RE BOWAN
<br />DATE 09/13/2021 McD PAW PEDIGO
<br />DESIGNED BYR.IP
<br />DRAWN BC
<br />CHECKED BC
<br />DRAWING TITLE
<br />SHEET NO:
<br />RJP
<br />RJP
<br />FILE NAME
<br />ADDRESS 4643 S. ULSTER STREET, SUITE 1300, DENVER, COLORADO 80237
<br />CURRENT. DWG
<br />SLS IN 14-001-47
<br />SITE PLAN
<br />2 OF 10
<br />PLAN SCALE: 1" = 20'
<br />
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