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Boulder County, CO <br />03947119 <br />3of10 <br />EXISTING PROPERTY LINE <br />LOT 5 <br />MATCH <br />EXISTING <br />MATCH <br />TING <br />-----MATCH EX. <br />99.25P <br />99.20P <br />99.10P <br />MATCH EX. <br />MATCH EX. <br />, --PAVEMENT GRADE <br />AT PAVEMENT REMOVAL 9 . 04, <br />et <br />f�F_Y r <br />MATCH <br />--FX1STING <br />99.95TC <br />99.45F <br />99.95TC <br />99.0FL <br />r, 01' <br />45TC/FL <br />99.95TC <br />a 99.45FL <br />145FL <br />-1' '.10FL4 <br />' 9f10.10FL f <br />100.00W <br />NEW DELIVERY RAMP <br />99.50W <br />100.00W <br />MCDONALDS PUD AMENDMENT #4 <br />LOT 4, CENTEr1VIAL VALLEY, PARCEL "0" FILING NO.3, <br />CIVIL ENGINEERING PLAN <br />STORE #50-0294 <br />939 W. DILLON ROAD <br />LOUISVILLE, COLORADO <br />REMOV <br />FF=100.00 <br />A• <br />N <br />.50 <br />100.00W <br />100.00W <br />99.50W <br />100.00E <br />URB RAMP <br />FF=100.00 <br />EX <br />PLAYPCLACEp'S BUILDING <br />99.90W <br />100.00FF <br />100.00W <br />100.00W <br />LOOT 2 <br />JD? 99.95TC <br />99.45FL <br />99.45E-BORICKBE PAVING <br />T <br />99-SE AND REPLAC <br />WITH CONC TES <br />99.44 ae <br />f 99.95TC <br />/ 99.45FL MATCH EX./ <br />PAVEMENT GRADE <br />AT PAVEMENT REMOVAL <br />1 <br />J <br />f <br />LOT 3 <br />3 <br />GRADING & DRAINAGE LEGEND <br />24" RCP <br />0 <br />EXISTING CONTOUR (1' INTERVAL) <br />PROPOSED CONTOUR <br />PROPOSED SPOT GRADE — PAVEMENT <br />PROPOSED SPOT GRADE — TOP OF WALK <br />PROPOSED SPOT GRADE — GROUND <br />PROPOSED SPOT GRADE — MATCH EXISTING <br />APPROXIMATE DIRECTION OF OVERLAND FLOW <br />EXISTING STORM DRAIN WITH PIPE SIZE & TYPE NOTED <br />EXISTING STORM INLET <br />EXISTING STORM MANHOLE <br />GRADING & DRAINAGE NOTES <br />1, REFER TO SITE LAYOUT PLAN FOR DIMENSIONS AND IDENTIFICATION OF PROPOSED <br />2. LOT LINE AND EXISTING TOPOGRAPHIC INFORMATION TAKEN FROM A SURVEY <br />PREPARED BY ENGINEERING SERVICES COMPANY, INC. <br />3. THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL <br />SILTATION AND EROSION OF THE PROJECT AREA. USE WHATEVER MEANS NECESSARY <br />INCLUDING BUT NOT LIMITED TO STAKED STRAW BALES AND/OR SILT FENCES. <br />CONTROL SHALL COMMENCE WITH GRADING AND BE MAINTAINED THROUGHOUT THE <br />PROJECT UNTIL ACCEPTANCE BY THE OWNER AND/OR THE CITY OF LOUISVILLE. THE <br />CONTRACTOR'S RESPONSIBILITIES INCLUDE ALL DESIGN AND IMPLEMENTATION AS <br />REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER AND/OR <br />CITY OF LOUISVILLE MAY AT THEIR OWN OPTION DIRECT THE CONTRACTOR IN THESE <br />METHODS. ANY DEPOSITING OF SILT OR MUD ON NEW OR EXISTING PAVEMENT, STORM <br />SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS <br />CLEANED TO THE SATISFACTION OF THE OWNER AND/OR THE CITY OF LOUISVILLE AT <br />THE EXPENSE OF THE CONTRACTOR. <br />4. ALL CURB AND GUTTER ELEVATIONS ARE FLOWLINE UNLESS NOTED OTHERWISE. ALL <br />CURB AND GUTTER IS CATCH UNLESS NOTED OTHERWISE. FINISHED WALK AND CURB <br />ELEVATIONS SHALL BE 6n ABOVE FINISH PAVEMENT UNLESS NOTED OTHERWISE NOTED, <br />PROPOSED ELEVATIONS ARE SHOWN TO FINISHED PAVEMENT OR GRADE. LANDSCAPE <br />AREAS SHALL BE ROUGH GRADED TO 6" BELOW TOP OF WALKS AND CURBS, FINISH <br />GRADING IS BY THE GENERAL CONTRACTOR. <br />5. ALL FILL AREAS SHALL BE SCARIFIED EIGHT —INCHES AND RECOMPACTED TO 95% OF <br />STANDARD PROCTOR DENSITY WITH A MOISTURE CONTENT ±2% FROM OPTIMUM, <br />UNLESS OTHERWISE DIRECTED BY THE GEOTECHNCIAL ENGINEER. THE LOOSE <br />THICKNESS OF EACH LAYER OF FILL MATERIAL SHALL NOT EXCEED EIGHT-1NCHES. <br />AREAS TO BE PAVED SHALL BE SCARIFIED AND RECOMPACTED TO 95% OF STANDARD <br />PROCTOR DENSITY WITH A MOISTURE CONTENT ±2% FROM OPTIMUM UNLESS DIRECTED <br />OTHERWISE BY THE GEOTECHNICAL ENGINEER. CONTRACTOR SHALL EMPLOY THE <br />ORIGINAL SOILS ENGINEER TO TEST ALL EARTHWORK TO INSURE COMPLIANCE WIN <br />SOILS REPORT. <br />6. ALL PUBLIC MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY <br />THE CITY OF LOUISVILLE ENGINEERING DIVISION. THE CITY RESERVES THE RIGHT TO <br />ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT <br />CONFORM TO ITS STANDARDS AND SPECIFICATIONS. ALL PRIVATE ONSITE CONCRETE <br />AND ASPHALT PAVEMENT INSPECTIONS WILL BE PROVIDED BY MCDONALD'S 3RD PARTY <br />INSPECTOR. <br />7. THE CONSTRUCTION PLANS SHALL BE CONSIDERED VALID FOR ONE (I) YEAR FROM <br />THE DATE OF CITY ACCEPTANCE, AFTER WHICH TIME THESE PLANS SHALL BE VOID <br />AND WILL BE SUBJECT TO RE —REVIEW AND RE —ACCEPTANCE BY THE CITY OF <br />S. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER / OWNER'S <br />REPRESENTATIVE OF ANY PROBLEM(S) IN CONFORMING TO THE APPROVED PLANS FOR <br />ANY ELEMENT OF THE PROPOSED IMPROVEMENTS PRIOR TO ITS CONSTRUCTION. <br />9. CURB (HANDICAP ACCESSIBLE) RAMPS ARE TO BE PROVIDED AT INTERSECTIONS, AS <br />SHOWN. <br />10. ALL HANDICAP RAMPS SHALL CONFORM TO THE CITY OF LOUISVILLE STANDARD <br />DETAILS. 5 FOOT BY 5 FOOT LANDINGS WITH A MAXIMUM GRADE OF 2 PERCENT <br />NOTES: <br />1. ZONING DISTRICT: PLANNED COMMUNITY COMMERCIAL (P-C). <br />2. REQUIRED PARKING= 25 PARKING SPACES <br />RESTAURANT= 1 SPACE PER 3-SEATS (75 SEATS) <br />3. REQUIRED HANDICAP PARKING=2 SPACES (1 VAN ACCESSIBLE <br />SPACE) <br />20 0 10 20 <br />PLAN SCALE: 1" = 20' <br />Know what's below. <br />Call before you dig. <br />CIVIL ENGINEERING cONSk.[ANT.- <br />2595 PONDEROSA ROAD <br />FRANKTOWN, CO 80116 <br />720.364.7661 Phone <br />Robert J. Palmer, PE <br />President <br />PREPARED UNDER THE DIRECT <br />SUPERVISION CF: <br />cyr.k. J, <br />BY Robert J. Palmer, PE <br />Licensed Professional Engineer (CO PE #3632D), <br />AS PRESIUFNT FOR STRATEGIC LAND SOLUTIONS1 INC. <br />0 <br />co <br />Lj <br />I in <br />ce <br />rrs <br />1.0 <br />co <br />0 <br />0 <br />Le o <br />COLORADO <br />03 <br />STATE STORE IdI.- <br />AND SHALL NOT BE REPRODUCED WTHOUT THEIR WRITTEN PERMISSION <br />ROCKY MOUNTAIN REGION <br />as noted Ak° RE BOWAN <br />DESIGNED eir <br />DRAWN BY - <br />CHECKED BY. <br />RJP <br />RJP <br />CURRENT .DWG <br />GRADING PLAN <br />SHEET NO. <br />3 OF 10 <br />