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Centennial Valley Parcel O Filing 3 Lot 4 McDonalds Amendment 4 PUD Mylar
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Centennial Valley Parcel O Filing 3 Lot 4 McDonalds Amendment 4 PUD Mylar
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Last modified
1/24/2024 8:27:31 AM
Creation date
2/24/2022 11:47:00 AM
Metadata
Fields
Template:
CITYWIDE
Also Known As (aka)
McDonalds
Doc Type
Mylar
Ord/Res - Year
2021
Ord/Res - Number
93
Recordation Number
3947119
Subdivision Name
Centennial Valley Parcel O Filing 3
Signed Date
11/11/2021
Property Address Number
939
Property Address Street Name
Dillon
Parcel Identification Number
157518343004
Cross-Reference
PC Res 2021-15
Record Series Code
40.180
Record Series Name
Maps Drawings Plats Plans
Quality Check
2/24/2022
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Boulder County, CO <br />03947119 <br />2 of 10 <br />NOTE: SEE LANDSCAPING PLAN FOR <br />NEW AND EXISTING LANDSCAPING <br />PROPERTY LINE <br />NEW STRIPING <br />`REMOXE EX. GATEWAY <br />NEW GATEWAY <br />6" YELLOW STRIP <br />TO REMAINN, <br />N e 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 />N <br />MCDONALDS PUD AMENDMENT #4 <br />LOT 4, CENTENNIAL VALLEY, PARCEL "0" FILING NO. 3, <br />CIVIL ENGINEERING PLAN <br />STORE #5QO294 <br />939 W. DILLON ROAD <br />LOUISVILLE, COLORADO <br />coIN <br />PROPERTY LINE <br />NEW CONCRETE CROSS -WALK <br />W!5'X12" WIDE WHITE STRIPING <br />LIMIT OF PAVEMENT <br />REMOVAL <br />EX. STRIPING <br />LIB OFI AVEMENT <br />REMOVALi <br />---,NEW STRIPING <br />NEW 6" THICK <br />4,500 PSI CONC. <br />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 ORD <br />CANOPY <br />NEW ODMB <br />MENU BO <br />ROPERTY LINE <br />101 L.F. <br />EX. STRIPING <br />RE1O�;' <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 />i44-/VATE�R��_ <br />[ <br />EX. STRIPING <br />REMOVE AND REP E <br />ALL STAMPED PA ENT <br />ENT <br />BRICK PAVING <br />TO BE REMOVED <br />AND REPLACED <br />WITH CONCRET' <br />4CC`k`sa6;6b, <br />s , <br />NiW STRIPING <br />EEC. STRIPING <br />PROPERTY LINE <br />! <br />I <br />OOSP SIGANAGE I <br />7 <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 GATEWA <br />NEW PRE -SELL <br />12.5' FROM ORDER <br />MEASURED ALONG CURB <br />EX. CURB <br />TO REMAIN <br />N PRE -BROWSE <br />NEW ORDER KER <br />WITH CA <br />NEW DIGITAL MENU BOARD <br />6" CONC. BOLLARD <br />SITE PLAN LEGEND <br />SITE PROPERTY LINE (WITH METES & <br />BOUNDS NOTED) <br />ADJACENT PARCEL PROPERTY LINE <br />EXISI1NG 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 />I 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 FLOWUNE (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 />S. 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 Wifi-I #3 BARS, 16" O.C.B.W. IN CENTER OF SLAB. USE 31" 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(SO 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 />a <br />EW PRE -BROWSE <br />6 <br />ii <br />CI Or <br />111� NEW ER <br />11 SP ER <br />�!I WITH CANtOPYIIII II <br />Ili NEW DIGI <br />I.11 <br />�� <br />n <br />EX. CURB <br />TO REMAM IN\ <br />1O O 5 10 <br />PLAN SCALE: 1" = 10' <br />MENU BOARD <br />44- <br />Know what's below. <br />Call before you dig. <br />No DATE RE VIS'ON DESCRIPTION <br />CML ENGINEERING CONSULTANT <br />SEAL: <br />Itrate?ic Land Solution', Inc. <br />COI knormuring-land PFenn.lg ent[tl�nvm, <br />2595 PONDEROSA ROAD <br />FRANKTOWN, CO 80116 <br />720.384.7681 Phone <br />rpelmengstrategi ols.net <br />Robert J. Palmer, PE <br />President <br />PREPARED —UNDER THE DIRECT <br />SUPERVISION OF: <br />llllfl7�����i <br />‘1 100 KEGS, _ <br />-. 36320 0 <br />.7. <br />SfQNA� <br />!II <br />�1 <br />BY Robert J. Palmer, PE <br />Licensed Professional Engineer (CO PE 06320), <br />AS PRESIDENT FOR STRATCGIC LAND SOIU'IONS- ING. <br />SCALE <br />DAIE <br />DEs7GNED <br />DRAWN DY_ <br />CHECKED Br- <br />DRAWNG Miff. <br />SHE.El ND. <br />COLORADO <br />LOUISVILLE <br />as noted <br />09/13/2021 <br />RIP <br />RIP <br />RIP <br />w <br />-J <br />0 <br />THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF Air DON ALD'S CORPORATION <br />STATE STORE oz. <br />REGIONAL owc;. MO <br />ROCKY MOUNTAIN REGION <br />w <br />C—)I <br />- i <br />CD <br />NATIONAL ID/ <br />icfcD RE. BOWAN <br />c0 R/CM PEDIGO <br />flit N4AAE.- <br />N <br />ry <br />CO <br />0 <br />CD <br />0 <br />O <br />(.3 <br />ILI <br />1-1 <br />z <br />0 <br />rr1 <br />oL <br />ui <br />Lce <br />cn <br />CURRENT. DWG <br />5L5.LhJ- 74-001-47 <br />SITE PLAN <br />2 OF 10 <br />PLAN SCALE: 1" = 20' <br />
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