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HomeMy WebLinkAbout13. Master Utility Sheet 6NEED AS -BUILT OF ELEC. SERVICES T -C SERVICE S 23 & 24 MATCH LINE SHEET 34 MH -D2 6" RRIGATION RISER+VALVE+HOOD 15" ADS -N12 �- — IRR iIRR 1 0 E -T -C SERVICE LOTS 7 & 8 INV IN -6430.0 L.F. 10" DIP INDIVID ONNE TO SYSTE LOTS 4 PUMP ON 110N •R AB;AN CH: 111 LE \45' B 1 -TRUST B INDI CON TO S ABANDON DITCH IRRIGATION PI TOTAL 860 L.F. 12" PIP SDR -41 DIVIDUAL PUMP NNECTION IRRIGATION STEM FOR TS 46 & 43 L.F. SWALE DE BOTTOM YUGHT EXISTING WA 8" SUPPLY ABAND REL EXIS REMOVE EXI WATER TREA FACIUTY AFTER RELOCATING EXIS -TANK- — CONNECT ` TO EXISTING 4" WATER UNE TO LL TANK ` EXIS MODIFICATIONSA 1ricarrVrt\�7� as l 3 B�iS$'W 3"Ivy— 3" 3,�y► _ ',� \_ \`'�_i /.okAwarninownoremsniPiruirry cusp_ E -T -C SER CE OTS 4Z 43 &I 61 U 15" AD$ -N12 T 22 45' BEND THRUST BLOCK INDIVIDUAL PUMP CONNECTION TO IRRIGATION SYSTEM FOR LOTS 41, 42, 44 & 45 GRAPHIC SCALE 50 0 25 50 100 200 (INFO) 1 inch = 50 ft GENERAL UTILITY NOTES: 1. THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED ON UTILITY MAPS, CONSTRUCTION/DESIGN PLANS, OTHER INFORMATION PROVIDED BY UTILITY COMPANIES AND ACTUAL FIELD LOCATIONS IN SOME INSTANCES THESE UTILITIES, AS SHOWN, MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATION OF UTIUTIES PRIOR TO CONSTRUCTION. 2. ALL WATER MAINS SHALL BE INSTALLED WITH A 5'6" MINIMUM DEPTH OF COVER. SERVICES SHALL HAVE 5'6" OF COVER. IF GRADE CONFLICTS OCCUR WITH EXISTING UTILITIES, THE PROPOSED WATER MAIN GRADE CAN BE VARIED PROVIDED THAT THE MINIMUM DEPTH OF COVER IS MAINTAINED. MATCH LINE SHEET 35 3. MAINTAIN A DISTANCE OF 10 FEET BETWEEN WATER LINES AND SANITARY SEWER LINES (EDGE TO EDGE). IF THIS IS NOT POSSIBLE, THE ELEVATION OF THE CROWN OF THE SEWER SHOULD BE AT LEAST 18 INCHES BELOW THE INVERT OF THE WATER MAIN. IF NEITHER OF THESE ARE POSSIBLE, CONSTRUCTION SHALL BE DIRECTED BY THE ENGINEER. 4. ALL MAIN LINE AND HYDRANT VALVE BOXES LOCATED IN THE ASPHALT SHALL BE BROUGHT TO 1/4 INCH BELOW FINISH GRADE ELEVATIONS. 5. ALL UTILITIES, BOTH UNDERGROUND AND OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD, EXCEPT AS NOTED IN THE SPECIAL CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY 9. DAMAGES TO, OR INTERRUPTION OF, SERVICES CAUSED BY THE CONSTRUCTION. 8. THE CONTRACTOR IS TO NOTIFY WATER USERS 24 HOURS IN ADVANCE OF ANY WATER SHUT DOWN. MORE NOTICE MAY BE REQUIRED FOR MAJOR CONNECTIONS. 6. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS WITHIN THE R.O.W. AND THE SPRINGRIDGE RESERVE SUBDIVISION SITE. THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR EXPRESSED CONSENT OF THE PRIVATE OWNER OR SPRINGRIDGE RESERVE SUBDIVISION REPRESENTATIVES. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION AND SCHEDULING, TO THE BEST OF HIS ABILITY, FOR THE INSTALLATION OF NATURAL GAS, ELECTRICITY, CABLE TELEVISION AND TELEPHONE UTILITIES. 10. ALL WATER LINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE GARFIELD COUNTY PUBLIC WORKS DEPARTMENT. 11. ALL SEWER LINE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE GARFIELD COUNTY PUBLIC WORKS DEPARTMENT. 24040\PUD-FinalPlan\Cover MU.dwg UTILITY LEGEND OE OE UG UG — s 5 --iXL$UWLWAIEB-__ --IRRIRR— (1v © — g SF- -ETC—ETC- -GAS—GAS— SS SS — w w ss wv 10 t —IRR iRR— WM:1 W i 'I W rIVISIrTWPArfli EX/SANG OVERHEAD ELECTRIC EXISTING GAS £X/SANG SEWER EXISTING WATER EX/SANG RA W WA 7ER IRRIGA A0N EX/STING SAN/TARY SEWER MANHOLE EXISTING WATER MANHOLE EXISTING F/RE HYDRANT EXISTING WATER VALVE EXISTING WATER SHUTOFF EXISTING GAS METER EX/SANG STORM DRAIN MANHOLE EXISTING UTILITY POLE EX/SANG LIGHT POLE EX/STING PAVEMENT PROPOSED FORCED SEWER MAIN PROPOSED UNDERGROUND ELECTRIC. TELEPHONE AND CABLE PROPOSED GAS MAIN PROPOSED SEWER MAIN PROPOSED WATER MAIN PROPOSED SEWER SERVICE PROPOSED WATER SERVICE PROPOSED SANITARY SEWER MANHOLE PROPOSED FORCED MAIN SEWER MANHOLE PROPOSED FIRE HYDRANT PROPOSED WATER VALVES PROPOSED ELECTRIC MANHOLE PROPOSED /RRICATION PIPING PROPOSED DRAINAGE BASINS PROPOSED LOT LINES PROPOSED EASEMENTS PROPOSED PAVEMENT PROPOSED MILLED PAVEMENT N01ES: 1) SEWER UNES AND SERVICES, WATER UNES AND SERVICES, GAS AND OTHER SHALLOW LI -DUTIES ARE INSTALLED IN THE PHASE I AREA ON THIS SHEET. 2) UTIUTY CONSTRUCTION ON THIS SHEET IN PHASE 111 ONLY. APPROVED FOR CONSTRUCTION A 6/27/07 PROPOSED WELL #3 JPP 3/27/07 PHASE 1 & 2 AS-BUILTS JPP C 5/12/05 GARFIELD COUNTY COMMENTS RTM B 5/2/05 REDESIGNED ELECTRIC SERVICE RTM NO. DATE REVISION BY SOPRIS ENGINEERING, LLC. JIV1L CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 GARFIELD COUNTY SPRINGRIDGE RESERVE PUD MASTER UTILITY SHEET 6 DES. RTM CK. YTN DR. RTM DATE 6/23/04 FILE NO. 24040.01 SHEET 32 OF 85