Centennial Valley Parcel O Filing 3 Lot 4 McDonalds Amendment 3 PUD Mylar

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1- co 0 tr) Ns - co th 0 0 a C 0 U w z m0 LOT LOT 5 EXISTING PROPERTY LINE 99.10P MATCH EX. MATCH EX.] PAVEMENT GRADE AT PAVEMENT REMOVAL 99.95W 99.95TC 99.45FL MCDONALDS PUD AMENDMENT #3 LOT 4, CENTENNIAL VALLEY, PARCEL "0" FILING NO. 3, AMENDED FINAL P.U.D STORE #50-0294 939 W. DILLON ROAD LOUISVILLE, COLORADO MATCH EX. 99.25P 99.20P 99.15P 99.45Tn 99.95TC 99,45E 99.45FL 100.00W 99.90W a` 100.00FF V 100.00FF 99.90W 98.90W MATCH EX98'40W 99.90TC 99.47FL 99.45W 99.95W 5TC 5F1 MATCH; EX. 99.47TC \, 99.47FL • 9.95TC,, 99.48FL` 99.50 00.00W 100.00W 99.50W 100.00W EX. MCDONALD'S BUILDING W/PLAYPLACE 100.00FF REMOVE CURB RAMP FF=100.00 FF=100.00 100.00W 100.00W 99.95TC 99.45FL 99.95TC 99.45FL MATCH EX.y PAVEMENT GRADE AT PAVEMENT REMOVAL PART OF LOT 4 CCEN11 LNNAL VALLE f PARCEL 0, MUM V� . PARCEL CON JJ 44,387 SQUARE.F 1..0190 ACRE LOT 3 3 GRADING & 5$1 - +5808.5OP +5808.50TW +5808.5G +5808.50ME 24" RCP ST 0 DRAINAGE LEGEND - EXISTING CONTOUR (1' INTERVAL) PROPOSED CONTOUR PROPOSED SPOT GRADE - PAVEMENT PROPOSED SPOT GRADE - TOP OF WALK PROPOSED SPOT GRADE - GROUND PROPOSED SPOT GRADE - MATCH EXISTING APPROXIMATE DIRECTION OF OVERLAND FLOW EXISTING STORM DRAIN WITH PIPE SIZE & TYPE NOTED EXISTING STORM INLET EXISTING STORM MANHOLE GRADING & DRAINAGE NOTES 1. REFER TO SITE LAYOUT PLAN FOR DIMENSIONS AND IDENTIFICATION OF PROPOSED IMPROVEMENTS. 2. LOT LINE AND EXISTING TOPOGRAPHIC INFORMATION TAKEN FROM A SURVEY PREPARED BY ENGINEERING SERVICES COMPANY, INC. 3. THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. USE WHATEVER MEANS NECESSARY INCLUDING BUT NOT LIMITED TO STAKED STRAW BALES AND/OR SILT FENCES. CONTROL SHALL COMMENCE WITH GRADING AND BE MAINTAINED THROUGHOUT THE PROJECT UNTIL ACCEPTANCE BY THE OWNER AND/OR THE CITY OF LOUISVILLE. THE CONTRACTOR'S RESPONSIBILITIES INCLUDE ALL DESIGN AND IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER AND/OR CITY OF LOUISVILLE MAY AT THEIR OWN OPTION DIRECT THE CONTRACTOR IN THESE METHODS. ANY DEPOSITING OF SILT OR MUD ON NEW OR EXISTING PAVEMENT, STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS CLEANED TO THE SATISFACTION OF THE OWNER AND/OR THE CITY OF LOUISVILLE AT THE EXPENSE OF THE CONTRACTOR. 4. ALL CURB AND GUTTER ELEVATIONS ARE FLOWLINE UNLESS NOTED OTHERWISE. ALL CURB AND GUTTER IS CATCH UNLESS NOTED OTHERWISE. FINISHED WALK AND CURB ELEVATIONS SHALL BE 6" ABOVE FINISH PAVEMENT UNLESS NOTED OTHERWISE NOTED. PROPOSED ELEVATIONS ARE SHOWN TO FINISHED PAVEMENT OR GRADE. LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW TOP OF WALKS AND CURBS. FINISH GRADING IS BY THE GENERAL CONTRACTOR. 5. ALL FILL AREAS SHALL BE SCARIFIED EIGHT -INCHES AND RECOMPACTED TO 95% OF STANDARD PROCTOR DENSITY WITH A MOISTURE CONTENT ±2% FROM OPTIMUM, UNLESS OTHERWISE DIRECTED BY THE GEOTECHNCIAL ENGINEER. THE LOOSE THICKNESS OF EACH LAYER OF FILL MATERIAL SHALL NOT EXCEED EIGHT -INCHES. AREAS TO BE PAVED SHALL BE SCARIFIED AND RECOMPACTED TO 95% OF STANDARD PROCTOR DENSITY WITH A MOISTURE CONTENT ±2% FROM OPTIMUM UNLESS DIRECTED OTHERWISE BY THE GEOTECHNICAL ENGINEER. CONTRACTOR SHALL EMPLOY THE ORIGINAL SOILS ENGINEER TO TEST ALL EARTHWORK TO INSURE COMPLIANCE WITH SOILS REPORT. 6. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE CITY OF LOUISVILLE ENGINEERING DIVISION. THE CITY RESERVES THE RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS STANDARDS AND SPECIFICATIONS. 7. THE CONSTRUCTION PLANS SHALL BE CONSIDERED VALID FOR ONE (1) YEAR FROM THE DATE OF CITY ACCEPTANCE, AFTER WHICH TIME THESE PLANS SHALL BE VOID AND WILL BE SUBJECT TO RE -REVIEW AND RE -ACCEPTANCE BY THE CITY OF LOUISVILLE. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER / OWNER'S REPRESENTATIVE OF ANY PROBLEM(S) IN CONFORMING TO THE APPROVED PLANS FOR ANY ELEMENT OF THE PROPOSED IMPROVEMENTS PRIOR TO ITS CONSTRUCTION. 9. CURB (HANDICAP ACCESSIBLE) RAMPS ARE TO BE PROVIDED AT INTERSECTIONS, AS SHOWN. 10. ALL HANDICAP RAMPS SHALL CONFORM TO THE CITY OF LOUISVILLE STANDARD DETAILS. 5 FOOT BY 5 FOOT LANDINGS WITH A MAXIMUM GRADE OF 2 PERCENT SHALL BE LOCATED AT THE TOP OF ALL HANDICAP RAMPS. NOTES: 1. ZONING DISTRICT: PLANNED COMMUNITY COMMERCIAL (P-C). 2. REQUIRED PARKING= 25 PARKING SPACES RESTAURANT= 1 SPACE PER 3-SEATS (75 SEATS) 3. REQUIRED HANDICAP PARKING=2 SPACES (1 VAN ACCESSIBLE SPACE) 20 0 10 20 PLAN SCALE: 1" = 20' Know what's below. Call before you dig. NO. DATE REVISION DESCRIPTION CIVIL ENGINEERING CONSULTANT.. I-- JR O - 2595 Strategic Land Solutions, Inc. Civil Engineering • Land Planning • Entitlements PONDEROSA ROAD FRANKTOWN, CO 80116 720.384.7661 Phone rpalmer@strategicls.net Robert J. Palmer, PE President PREPARED UNDER THE DIRECT SUPERVISION OF: �1 I I'QO//RE /� \\ C) GIST -- SEAL: \ \, ' • �` - \\ o • ��• J,•p-9' • N •c �• 1 36320 : ---/S3.ANAL• ��\\\ BY Robert J. Palmer, PE Licensed Professional Engineer (CO PE #36320), AS PRESIDENT FOR STRATEGIC LAND SOLUTIONS. INC. 0 cc o • ROCKY MOUNTAIN REGION 4643 S. ULSTER STREET, SUITE 1300, DENVER, COLORADO 80237 I... j 0 oc., o o ,(yro) Q Z z h OFFICE ADDRESS STREET ADDRESS 939 W. DILLON ROAD CITY STATE LOUISVILLE COLORADO COUNTY BOULDER STATE STORE ID#• 50294 X X X 0 0 Q v 0 W SCALE as noted McD RE..BOWAN DATE 03/27/2019 MC° P/GM PROPHET DESIGNED BY P DRAWN BY.. RJ P FILE NAME. CURRENT.DWG SLS IN• 14-001-47 CHECKED BY RjP DRAWING TITLE. GRADING PLAN SHEET NO: 3 0F 6