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LOT 5 <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 />NEW 4" FIRE LINE <br />22.5° RESTRAINED <br />BEND <br />PART 0h LOOT <br />CENTENNDAL WALLE`�A <br />PAHCC L 0, [FELON( N <br />PARCEL • NT ?'NS <br />,387 SQUAR F <br />.0190 ACRE <br />CUT IN 8"X4" SWIVEL TEE W/4" GATE <br />VALVE & BOX <br />8" SOLID SLEEVE KICKBLOCK <br />/ <br />LOOT 2 <br />EX. IRRIGATION TAP <br />X. DOMESTIC WATER TAP <br />EX. FIRE HYDRANT TAP <br />/ <br />/ <br />EX. FIRE HYDRANT <br />Ir <br />7 <br />7 <br />V <br />UTILITY PLAN LEGEND <br />8" PVC <br />SAN <br />12" DIP <br />WAT <br />6" PVC SDRAN @ 1.50% <br />1" TYPE "K" COPPER <br />WAT <br />ELEC <br />GAS <br />0 0 <br />°C0 <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 />PROPOSED SANITARY SERVICE <br />CLEANOUT <br />PROPOSED OVERHEAD <br />ROOF/CANOPY LINE <br />L 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 />CIVIL ENGINEERING CONSULTANT <br />SEAL: <br />Strategic land Solutions, Int. <br />4E -Rtf.,N i4 - rlOP13:n7i+.] t?1111i1__E, <br />2595 PONDEROSA ROAD <br />FRANKTOWN, CO 80116 <br />720.384.7661 Phone <br />rpalmer@strategicls.net <br />Robert J. Palmer, PE <br />President <br />PREPARED UNDER THE DIRECT <br />SUPERVISION OF: <br />• <br />ilIIIl/////z <br />�• <br />. 36320 73. <br />_ .� \ <br />FSSiONAL• I' <br />/-,////////Ill <br />BY Robert J. Palmer, PE <br />Licensed Professional Engineer (CO PE #36320), <br />AS PRESIDENT FOR STRATEGIC LAND SOLUTIONS INC. <br />SCALE <br />DATE <br />LQC_Dj <br />I I <br />Vt <br />COLORADO <br />Vt <br />LOUISVILLE <br />as noted <br />09/13/2021 <br />DESIGNED BY <br />DRAWN BY <br />CHECKED BY <br />DRAWING TITLE <br />SHEET NO <br />RJP <br />RJP <br />RJP <br />Ce <br />W <br />0 <br />THESE PLANS AND SPECIFICADONS ARE THE PROPERTY OF McDONALD'S CORPORATION <br />Vt <br />REGIONAL DWG. NO <br />AND SHALL NOT BE REPRODUCED WITHOUT THEIR WRITTEN PERMISSION <br />6) <br />N <br />O <br />ROCKY MOUNTAIN REGION <br />NoD RE BOWAN <br />Mc° P/cM PEDIGO <br />ADDRESS 4643 S. ULSTER STREET, SUITE 1300, DENVER, COLORADO 80237 <br />FILE NAIVE <br />CURRENT.DWG <br />SLS JN.- 14-001-47 <br />UTILITY PLAN <br />4 OF 10 <br />I <br />