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Boulder County, CO <br />03947119 <br />4 of 10 <br />LOT 5 <br />�---_---X. WATER TO <br />TRASH ENCLOSURE <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 />i <br />gg..44 <br />qq ppLL <br />5WRAt A DIPY <br />PART (0P Cif <br />C[INTENI[ E°i>. ALLF` <br />PARCEL 0) (0/' <br />PARCEL • • NTH,' NS <br />,387 SQUA- <br />0198 ACRE . <br />CUT IN 8'X4" SWIVEL TEE W/4" GATE <br />VALVE & BOX <br />8" SOLID SLEEVE KICKBLOCK <br />LOT 2 <br />EX. IRRIGATION TAP <br />DOMESTIC WATER TAP <br />EX. FIRE HYDRANT TAP <br />EX. FIRE HYDRANT <br />LOT S <br />V <br />UTILITY PLAN LEGEND <br />8" PVC <br />SA N <br />12' OF <br />WAT <br />6 PVC SDR-35 @ 1.50% <br />1" AN <br />TYPE "K' COPPER <br />WAT <br />ELEC <br />GAS <br />0 0 <br />SITE PROPERTY LINE (WITH METES & BOUNDS NOTED) <br />ADJACENT PARCEL PROPERTY LINE <br />EXISTING SANITARY SEWER W/SIZE & TYPE NOTED <br />EXISTING WATER MAIN W/SIZE & TYPE NOTED <br />PROPOSED SEWER SERVICE W/SIZE, TYPE & SLOPE <br />NOTED <br />PROPOSED WATER SERVICE W/SIZE & TYPE NOTED <br />PROPOSED ELECTRIC SERVICE <br />PROPOSED GAS SERVICE <br />PROPOSED SANITARY SEWER MANHOLE <br />PROPOSED GREASE TRAP <br />cooPROPOSED SANITARY SERVICE <br />CLEANOUT <br />L <br />PROPOSED OVERHEAD <br />ROOF/CANOPY LINE <br />PROPOSED BUILDING LINE <br />UTILITY NOTES: <br />1. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY, EXISTING UNDERGROUND <br />UTILITIES SHOWN HEREON ARE FROM INFORMATION PROVIDED BY UTILITY COMPANIES <br />AND MUST BE CONSIDERED APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR <br />DETERMINING EXACT LOCATION PRIOR TO COMMENCING WORK. PROTECT UTILITIES <br />FROM DAMAGE DURING CONSTRUCTION. <br />2. OWNER WILL OBTAIN ALL PERMITS FOR UTILITY HOOKUPS. CONTRACTOR WILL <br />COORDINATE ACTUAL HOOKUPS WITH UTILITY COMPANIES IMPACTED. <br />3. REFER TO SITE LAYOUT PLAN FOR DIMENSIONS AND IDENTIFICATION OF PROPOSED <br />IMPROVEMENTS. <br />4. EXISTING UTILITY INFORMATION TAKEN FROM THE SURVEY PREPARED BY ENGINEERING <br />SERVICES COMPANY, INC. <br />5. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE CITY <br />OF LOUISVILLE INSPECTORS. THE CITY RESERVES THE RIGHT TO ACCEPT OR REJECT <br />ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO ITS <br />STANDARDS AND SPECIFICATIONS. <br />6. THE CONTRACTOR SHALL NOTIFY THE CITY OF LOUISVILLE ENGINEERING DIVISION <br />INSPECTION SECTION, A MINIMUM OF 48 HOURS AND A MAXIMUM OF 106 HOURS <br />PRIOR TO STARTING CONSTRUCTION. <br />7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER / OWNER'S <br />REPRESENTATIVE OF ANY PROBLEM(S) IN CONFORMING TO THE APPROVED PLANS <br />FOR ANY ELEMENT OF THE PROPOSED IMPROVEMENTS PRIOR TO ITS CONSTRUCTION. <br />8. UTILITY TRENCHES ARE TO BE SLOPED OR BRACED AND SHEETED AS NECESSARY <br />FOR THE SAFETY OF THE WORKMEN AND THE PROTECTION OF OTHER UTILITIES IN <br />COMPLIANCE WITH APPLICABLE STATE AND FEDERAL REQUIREMENTS. PIPE ZONE <br />(BEDDING) COMPACTION SHALL BE 90% STANDARD PROCTOR DENSITY OR EQUIVALENT <br />RELATIVE DENSITY, TRENCH ZONE COMPACTION SHALL BE 95% STANDARD OR <br />MODIFIED PROCTOR DENSITY OR EQUIVALENT RELATIVE DENSITE INSIDE STREET <br />RIGHTS -OF -WAY, AND 90% STANDARD OR MODIFIED PROCTOR DENSITY OR <br />EQUIVALENT RELATIVE DENSITY OUTSIDE STREET RIGHTS -OF -WAY UNLESS SPECIFIED <br />OTHERWISE. <br />9. PRIVATE STORM SEWERS WILL BE RCP CLASS III, OR OTHER MATERIAL APPROVED BY <br />THE CITY OF LOUISVILLE ENGINEERING DEPARTMENT. <br />10. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) PIPE SHALL CONFORM <br />TO ASTM D-3034 TYPE PSM WITH A MINIMUM SDR OF 35. JOINTS SHALL BE <br />ELASTOMETRIC GASKET TYPE MEETING THE REQUIREMENTS OF ASTM D-3212. <br />11. THE CONTRACTOR SHALL VIDEO INSPECT THE SANITARY SEWER FROM THE <br />CONNECTION POINT TO THE MAIN PRIOR TO THE START OF CONSTRUCTION, OR PRIOR <br />TO DEMOLITION ON RAZE AND REBUILD SITES. <br />12. DOMESTIC WATER SERVICE LINES SHALL BE TYPE "K" COPPER. <br />13. COORDINATE LOCATION OF ELECTRIC METER AND TRANSFORMER AND GAS METER <br />WITH MECHANICAL DRAWINGS. CONTRACTOR TO COORDINATE SERVICE CONNECTIONS <br />WITH CITY. <br />14. THE CONTRACTOR SHALL NOTIFY THE IMPACTED BUSINESSES PRIOR TO A WATER <br />20 0 10 20 <br />PLAN SCALE: 1" = 20' <br />Know what's below. <br />Call before you dig. <br />NO. DATE REVISION DESCRIPTION <br />c L ENCINEERINC ONSULT,4NT. <br />Strite?Ic Land Solutions, Inc. <br />Owl b„yrr,t I.I.Iy .tam? PI unary • k.r:lilenn Yd, <br />2595 PONDEROSA ROAD <br />FRANKTOWN, CO 60116 <br />720.384.7661 Phone <br />rpalmerestrateg lds. net <br />Robert J. Palmer, PE <br />President <br />PREPARED UNDER THE DIRECT <br />SUPERVISION OF: <br />III!/////". <br />SEAL: \K��' J,A ' .�P <br />• .•:o <br />3632C g . <br />• <br />r •oNAk_ titi� <br />//f//11fII <br />BY Robert J. Palmer, PE <br />Licensed Professional Engineer (CO PE #36320), <br />AS PRESIDENT FOR STRATEGIC LAND SOLI 1ONS INC <br />SCALE. <br />DATE <br />1-(U) <br />I <br />0 <br />C) <br />W <br />d <br />D <br />CO0 <br />LOUISVILLE <br />THESE PLANS AND SPECIE/CAPONS ARE THE PROPERTY OE IAML7ORAL D :S CORPORA AON <br />STATE STORE IDS'• <br />AND SHALL NOT SC REPRODUCED ii4'THOOT THEIR WRIfiat PERMISSION <br />t <br />0 <br />LC) <br />ROCKY MOUNTAIN REGION <br />as noted 41cD RE' BOWAN <br />09/13/2021 ' `D &''A' PEDIGO <br />DESIGNED 8r.- <br />DROWN L33 <br />CHECKED BY- <br />O/MP/NC TITLE <br />RIP <br />RIP <br />RIP <br />FILE NA 1E. - <br />CURRNNT. DWG <br />ELS IN. 14-001 47 <br />UTILITY PLAN <br />SHEET NO — <br />4 OF 10 <br />j <br />