Laserfiche WebLink
Boulder County, CO 03718414 <br />PROPERTY <br />_INE <br />REMOVE EX. GATEWAY <br />SEX. 6" YELLOW STRIP <br />TO REMAIN <br />13.5' ALONG <br />CURB <br />TO REMAIN <br />IIITN <br />EX. ISLAND <br />EX.TRASH <br />ENCLOSURE <br />REMOVE EX. <br />MENU BOARD & COD <br />N <br />‘‘ 0+ <br />q0 <br />'-EX. STRIPI <br />LIMITOF PAVEMENT <br />REMOVAL <br />BRICK PAVING <br />TO BE REMOVED <br />REMOVE AND REPLACE <br />ALL STAMPED PAVEMENT <br />=X. LANDSCAPING TO REMAIN <br />NEW GATEWAY <br />NEW CONCRETE <br />FX (.1tv0s PAN <br />G <br />MCDONALDS PUD AMENDMENT #3 <br />LOT 4, CENTENNIAL VALLEY, PARCEL "0" FILING NO. 3, <br />AMENDED FINAL P.U.D <br />STORE #50-0294 <br />939 W. DILLON ROAD <br />LOUISVILLE, COLORADO <br />PROPERTY LINE <br />RELOCATE <br />DIRECTIONAL SIGN <br />NON ADD <br />�EWALK <br />NEW ADA RAMP <br />EX. MCDONALD'S BUILDING <br />W/PLAYPLACE <br />20 0 10 20 <br />PLAN SCALE: 1 " = 20' <br />PRIVATE DRIVE <br />NEW STRIPING <br />EX. STRIPING <br />PROPERTY LINE <br />OOSP SIGANAGE <br />44/ <br />ac? <br />Q_ <br />Q <br />SITE PLAN LEGEND <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 />L <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 EXIS I ING 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 312" 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 TRAFFIC DIVISION AT <br />(970) 962-2535 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 GATEWAY WITH "ANY LANE <br />ANYTIME" DIRECTIONAL SIGN <br />NEW PRE -SELL <br />NEW ORDER SPEAKER <br />WITH CANOPY <br />NEW DIGITAL MENU BOARD <br />REMOVE EX. NEW PRE -SELL <br />GATEWAY <br />EX. CURB <br />0 REMAIN-4 <br />A <br />EW ORDER SPEAKER <br />WITH CANOPY <br />NEW DIGITAL MENU B*RD <br />CURB <br />TO EMAIN <br />10 0 5 10 <br />PLAN SCALE: 1" = 10' <br />zA <br /><f/ <br />Know what's below. <br />CaII before you dig. <br />• <br />NO. <br />DA TE <br />REVISION DESCRIPTION <br />CML ENGINEERING CONSULTANT <br />1 <br />_ <br />2595 <br />FRANKTOWN, <br />Strategic Land Solutions, Inc. <br />Civil Engineering • Land Planning • Entitlements <br />PONDEROSA ROAD <br />CO 80116 <br />720.384.7661 Phone <br />rp alm er@strateg icls. net <br />Robert J. Palmer, PE <br />President <br />PREPARED UNDER THE DIRECT <br />SUPERVISION OF: <br />Ill///////,� <br />`1 I Q0 REc� <br />SEAL: \\ N��• • ,•• • .�,�Fi> —_ <br />e•��� p0 •� <br />• I 36320 <br />-0L/••• •..- \\ <br />�S/ONAL ����\\\ <br />/i////////III <br />BY Robert J. Palmer, PE <br />Licensed Professional Engineer (CO PE #36320), <br />AS PRESIDENT FOR STRATEGIC LAND SOLUTIONS. INC. <br />ROCKY MOUNTAIN REGION <br />4643 S. ULSTER STREET, SUITE 1300, DENVER, COLORADO 80237 <br />U o <br />- PROPER TY OF McDONALD'S CORP <br />iI THOU THEIR WRITTEN PERMISSION <br />:DQCo- <br />q::::Q <br />co <br />z <br />OFFICE <br />CC <br />0 <br />0 <br />Q <br />STREET ADDRESS <br />939 W. DILLON ROAD <br />CITY STATE <br />LOUISVILLE COLORADO <br />COUNTY <br />BOULDER <br />STATE STORE /D <br />50294 <br />X <br />X <br />X <br />0 <br />REGIONAL DWG NO <br />SCALE: as noted <br />McD RE BOWAN <br />DATE: 03/27/2019 <br />McD R/GM PROPHET <br />DESIGNED BY. P <br />DRAWN BY RJP <br />FILE NAME <br />CURRENT.DWG <br />SLS IN 14-001-47 <br />CHECKED BY. RJP <br />DRAWING TITLE: <br />SITE PLAN <br />SHEET NO: <br />20F6 <br />