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WL1762008 TATA LA LAC A IT o F " TAF CTS SIUTH 3 BOARD OF DIRECTORS SOUTH TAHOE PUBLIC UTILITY DISTRICT DIRECTORS ERIC SCHAFER DALE RISE ERNIE CLAUDIO JAMES R. JONES ARY LOU MOSBACHER GENERAL MANAGER RICHARD SOLBRIG, P.E. APPROVAL: PAUL SCIUTO, P.E. NO. CE 51828 SOUTH TAHOE PUBLIC UTILITY DISTRICT DATE VICINITY MAP z Q� z� 00 5 � 0 W I- I- zw I-1-1 �Q 0 IZ c> E W> zoo CD Q -I QCL co < o� N eR°k _°\g" No. C47912 Exp. 12/31/09 lE OF CAUL% DATE: NOV 2007 SCALE: NO SCALE DRAWN: TJR/MAM FILE: TATA&GRAN SHEET: G1 1 OF 22 SHEETS P1 S P2 -T INDEX SHEET G1 G2 G3 G4 D1 D2 D3 P1 P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P12 T1 T2 T3 P3 k LI Li k w ft TITLE COVER SHEET INDEX/TATA PAVING P_AN GRANITE MOUNTAIN SHEET L/YOUT GENERAL NOTES DETAILS DETAILS DETAILS P PROFILE PROFILE PROFILE PROFILE PROFILE PROFILE PROFILE P PROFILE P PROFILE P PROFILE P PROFILE PROFILE _AN PLAN PLAN PLAN PLAN PLAN P_AN _AN JAN _AN _AN P _AN STA STA STA STA STA STA STA STA STA STA STA STA 1+00 5+85 10+6C 15+55 20+5C 25+25 30+1C 35+1. 40+3C 45+3C Al +OC B1+OC TO TO TO TO TO TO TO TO TO TO TO TO GENERAL TRAFFIC NOTES/DE AILS TATA LANE TRAFFIC PLAN GRANITE MOUNTAIN TRAFFIC PLAN P4 /-'1--,,, 5+85 10+60 15+55 20+50 25+25 30+10 35+15 40+30 45+30 49+92 A3+95 B3+69 P5 SI // TAA A\ -T LA"OJT \0 SCALE P6 r `c 0 �T 4 Sarno ReoF? K 0 P7 i 0 og/ Kr TATA LA\ V PAV \G P A \ 1" 200' Kir cfr 0 0�No. C47912 Exp. 12/31/09 .t�T SIV\LCAl\�% F OF rn DATE: NOV 2007 SCALE: NO SCALE DRAWN: TJR/MAM FILE: TATA&GRAN SHEET: G2 2 OF 22 SHEETS N TN DR P 1 CIS CIR HON M TH C R GRA VO A'0, \O SCA A zv� O o a- LJ z LLJ Q LJJ = ry5(n o U z c)3 Q Wa_z 0 Iw> Qr� ~ W- Q O C� 0 N era\ r No. C47912 Exp. 12/31/09 IV\\- Tf OF CA00 DATE: NOV 2007 SCALE: NO SCALE DRAWN: TJR/MAM FILE: TATA&GRAN SHEET: G3 3 OF 22 SHEETS 7 GRANITE M IN P1 2 Ho. MIN c CIR HON M TH C R GRA VO A'0, \O SCA A zv� O o a- LJ z LLJ Q LJJ = ry5(n o U z c)3 Q Wa_z 0 Iw> Qr� ~ W- Q O C� 0 N era\ r No. C47912 Exp. 12/31/09 IV\\- Tf OF CA00 DATE: NOV 2007 SCALE: NO SCALE DRAWN: TJR/MAM FILE: TATA&GRAN SHEET: G3 3 OF 22 SHEETS ABBREVIATIONS AB AGGREGATE BASE AC ASPHALT CONCRETE APPX APPROXIMATELY AVE AVENUE & AND BO BLOW OFF CF CUBIC FEET CL CENTERLINE CMP CORRUGATED METAL PIPE CPLG COUPLING CSLT CITY OF SOUTH LAKE TAHOE DI DRAINAGE INLET DIA DIAMETER DIP DUCTILE IRON PIPE E EXISTING EA EACH ELEC ELECTRIC ELEV ELEVATION ELL ELBOW EOP EDGE OF PAVEMENT FG FINISHED GRADE FH FIRE HYDRANT Fl FLUSH INLET FL FLOW LINE FLG FLANGE FM FORCE MAIN FS FIRE SERVICE G GAS GA GAUGE GALV GALVANIZED GB GRADE BREAK GPM GALLONS PER MINUTE GS GROUND SHOT H HEIGHT HDPE HIGH DENSITY POLYETHYLENE PIPE HEX HEXAGONAL HORZ HORIZONTAL HWY HIGHWAY ID INSIDE DIAMETER IE INVERT ELEVATION INV INVERT JT JOINT L LENGTH LF LINEAR FEET LN LANE LOC LOCATION LT LEFT MAX MAXIMUM MECH MECHANICAL MFR MANUFACTURER MH MANHOLE MJ MECHANICAL JOINT MIN MINIMUM MISC MISCELLANEOUS NO NORTH N/A NOT APPLICABLE NIC NOT IN CONTRACT N NUMBER NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OHU OVER HEAD UTILITY PCC PORTLAND CEMENT CONCRETE PE POLYETHYLENE PL PROPERTY LINE PP POWER POLE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE QTY QUANTITY R RADIUS RCP REINFORCED CONCRETE PIPE REF REFERENCE REQ'D REQUIRED REVEG REVEGETATION RJ RESTRAINED JOINT R/W RIGHT-OF-WAY RT RIGHT SCH SCHEDULE SD STORM DRAIN SDMH STORM DRAIN MANHOLE SF SQUARE FOOT SHT SHEET SO SOUTH SPEC SPECIFICATIONS SPPCO SIERRA PACIFIC POWER COMPANY SQ SQUARE SS SANITARY SEWER, STAINLESS STEEL SSL SANITARY SEWER LATERAL SSMH SANITARY SEWER MANHOLE ST STREET STA STATION STD STANDARD STL STEEL STPUD SOUTH TAHOE PUBLIC UTILITY DISTRICT STR STRUCTURE SVC SERVICE TEL TELEPHONE TAN TANGENT TBC TOP BACK CURB TBD TO BE DETERMINED TEMP TEMPORARY TG TOP OF GRATE TR TOP OF RIM TRPA TAHOE REGIONAL PLANNING AGENCY TW TRAVELED WAY TYP TYPICAL UG UNDERGROUND USFS U.S. FOREST SERVICE UTIL UTILITY ✓ VERTICAL VAR VARIES W WATER W/ WITH WM WATER METER WS WATER SERVICE WV WATER VALVE YD YARD DESIGN CRITERIA VERTICAL LAYOUT: MAINTAIN OF COVER OVER PIPE & INCREASE DEPTH WHERE NECESSARY TO PROVIDE 12" OF CLEAR D STANCE AT UTILITY CROSSINGS. AGENCY/UT LITY CONTACTS CITY OF SOUTH LAKE TAHOE PUBLIC WORKS DEPARTME IT (530)542-6030 SOUTH TAHOE PUBLIC UTILITY DISTRICT (530)544-6474 EL DORADO COUNTY ENVIRONMENTAL MANAGEMENT (530)573-3450 TAHOE REGIONAL PLANNING AC ENCY (775)588-4547 SOUTHWEST GAS (NATURAL GA>) (800)691-5090 CHARTER COMMUNICATIONS INC. (CABLE TV) (775)588-1077 SIERRA PACIFIC POWER (ELECTRIC) (530)541-1628 (775)689-4100 COLLECT ATT/SBC (TELEPHONE) 611 181,1 51) know what's below. Call before you dig. DISTRIBUTION OF U \IIT PRICE BID ITEMS ITEM UNIT P1 LEGEND EXISTING; EDGE OF PAVEMENT: SEWER FORCEMAIN: SEWER: WATER: GAS: ELECTRIC: TELEPHONE: CABLE TV STORM DRAIN: PROPERTY LINE: RIGHT-OF-WAY: WATER & GAS VALVE: FIRE HYDRANT: MANHOLE: UTILITY VAULT: DROP INLET: SIGN: LIGHT: 14" PINE TREE: UTILITY POLE ANCHOR: PROPOSED WATER MAIN LINE: SVC & FH LINES: 90' ELBOW: 45' ELBOW: TEE: CROSS: REDUCER: WATER VALVE: FIRE HYDRANT: THRUST BLOCK: BLOWOFF: PLAN SHEET P2 P3 P4 P5 P6 EOP EOP 16" STEEL FM SS SS- W W GAS GAS ELEC ELEC TEL TEL CATV CATV SD SD R/W R/W • • a I 0, H a -D P7 P8 P9 P10 8" WATER MAIN LF 485 475 495 495 475 485 505 515 500 462 SERVICES: 3/4" Ea 8 8 7 10 12 12 4 11 13 5 1" Ea 1 1 1 1 DOUBLE 3/4" Ea 2 3 2 3 3 5 3 1 4 14" Ea 1 1" WATER METER Ea 1 INTERTIES Ea 1 1 1 1 FIRE HYDRANTS Ea 1 1 1 1 1 2 1 1 1 CUT & CAP Ea 1 2 2 1 ABANDON BLOWOFF Ea 2 1 1 1 1 1 WATER LINE PROTECTION AT SEWER OR STORM DRAIN CROSSINGS Ea 1 1 1 1 CONCRETE ROLLED CURB AND GUTTER LF 33 40 31 I 38 5 GENERAL NOTES 1) CONTRACTOR SHALL HAVE SIGNED PLANS IN HIS POSSESSION PRIOR TO COMMENCEMENT OF WORK. 2) THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES AND/OR UTILITY DISTRICTS AS TO THE LOCATION OF ALL UNDERGROUND FACILITIES. LOCATION AND DEPTH OF EXISTING UTILITIES WHERE SHOWN ON PLANS ARE BASED ON BEST AVAILABLE INFORMATION. NO GUARANTEE IS MADE AS TO THE ACCURACY OF THIS INFORMATION OR THAT ALL UTILITIES ARE SHOWN. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO LOCATE, PROTECT, AND MAINTAIN ALL EXISTING UTILITIES. THE CONTRACTOR OR ANY SUBCONTRACTOR FOR THIS CONTRACTOR SHALL NOTIFY MEMBERS OF UNDERGROUND SERVICE ALERT 48 HOURS IN ADVANCE OF PERFORMING EXCAVATION WORK BY CALLING UNDERGROUND SERVICE ALERT 811. EXCAVATION IS DEFINED AS BEING 18 OR MORE INCHES OF DEPTH BELOW THE EXISTING SURFACE. 3) THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS ALONG THE PIPELINE ALIGNMENT IN ADVANCE OF INSTALLATION. THE CONTRACTOR SHALL REPORT THE RESULTS OF THE POTHOLING TO THE ENGINEER 48 HOURS (NOT TO INCLUDE WEEKENDS OR HOLIDAYS) PRIOR TO UNDERTAKING ANY CORRECTIVE ACTION BY THE CONTRACTOR REGARDING FACILITY LOCATION OR ALIGNMENT, THE CONTRACTOR SHALL NOTIFY THE ENGINEER. SHOULD ANY CORRECTIVE WORK BE DONE PRIOR TO NOTIFICATION, THE ENGINEER ASSUMES NO LIABILITY FOR THE COSTS INCURRED FOR THIS WORK. 4) CONTRACTOR TO BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND ANY OTHER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 5) THE CONTRACTOR SHALL APPLY EITHER WATER OR DUST PALLIATIVE OR BOTH, AS REQUIRED AT THE OPTION OF THE OWNER OR HIS REPRESENTATIVE, FOR THE ALLEVIATION OR PREVENTION OF DUST NUISANCE. 6) THE CONTRACTOR SHALL COMPLY WITH THE TAHOE REGIONAL PLANNING AGENCY STANDARD CONDITIONS OF APPROVAL. 7) THE CONTRACTOR SHALL COMPLY WITH THE STATE WATER QUALITY CONTROL BOARD WASTE DISCHARGE REQUIREMENTS FOR THIS PROJECT. 8) ALL AREAS, DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE RESTORED BY THE CONTRACTOR TO ITS ORIGINAL CONDITION, ALL LANDSCAPED AREAS DISTURBED SHALL BE RESTORED BY A LICENSED LANDSCAPE CONTRACTOR (STATE OF CALIFORNIA C-27 LICENSE) AT THE CONTRACTORS EXPENSE. CONTRACTORS EQUIPMENT AND EMPLOYEE VEHICLES SHALL BE RESTRICTED TO ONLY THOSE AREAS NECESSARY FOR CONSTRUCTION OF THE PROJECT. NO EQUIPMENT OR VEHICLES SHALL BE PLACED OUTSIDE THE STATE, CITY, OR COUNTY RIGHT OF WAY. ANY DISTURBANCE OF PRIVATE PROPERTY SHALL BE RESTORED BY THE CONTRACTOR AT THEIR EXPENSE. 9) ALL EXCESS MATERIAL FROM THE PROJECT IS TO BE REMOVED FROM THE SITE AND DISPOSED OF AT A SITE APPROVED BY THE TAHOE REGIONAL PLANNING AGENCY AND THE DISTRICT AT THE CONTRACTORS EXPENSE. 10) ALL INTERTIES BETWEEN NEW WATER MAINS AND THE EXISTING WATER SYSTEM, INCLUDING NEW WATER SERVICE CONNECTIONS, AND FIRE HYDRANT INSTALLATIONS AND TRANSFERS, SHALL ONLY BE MADE AFTER ALL PRESSURE TESTING AND DISINFECTION REQUIREMENTS ARE SATISFACTORILY MET. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL BLOW OFF'S NECESSARY FOR FLUSHING AND SAMPLING OF ALL NEW WATER MAINS AS REQUIRED BY THE CALIFORNIA STATE DEPARTMENT OF HEALTH SERVICE AND PROJECT SPECIFICATIONS. 11) AFTER THE NEW MAIN IS PLACED INTO SERVICE, THE EXISTING WATER MAINS, WHERE SHOWN ON THE PROJECT DRAWINGS, ARE TO BE ABANDONED IN PLACE BY CUTTING OUT A SECTION OF PIPE AND WELDING A CAP ON THE END OF THE PIPELINE, OR OTHER APPROVED METHOD OF CAPPING. BLIND—FLANGE CAPPING SHALL BE UTILIZED WHERE POSSIBLE. ALL EXPOSED CORPORATION STOPS ON THE EXISTING WATER MAINS ARE TO BE LEFT IN PLACE IN THE CLOSED POSITION. FOR CORPORATION STOPS THAT HAVE NOT BEEN EXPOSED, THE CAPPING OF THE END OF THE SERVICE LINE USING AN APPROVED COMPRESSION FITTING SHALL BE ACCEPTABLE. EXISTING FIRE HYDRANTS TO BE ABANDONED AT THE ISOLATION VALVE, REMOVED FROM THE PROJECT AREA AND RETURNED TO THE DISTRICT, BY THE CONTRACTOR. THE ISOLATION VALVE IS TO BE BLIND FLANGED OR CAPPED BY OTHER APPROVED METHOD. 12) ALL EXISTING WATER SERVICES FOR THIS PROJECT SHALL BE ABANDONED PER NOTE NO. 11. ONLY NEW WATER SERVICE CONNECTIONS WHERE SHOWN ON THE PROJECT PLANS SHALL BE INSTALLED PER THE DISTRICTS STANDARD DETAILS AND PROJECT DRAWINGS. THE LOCATIONS OF ALL EXISTING WATER SERVICES SHALL BE VERIFIED AND MARKED IN THE FIELD. 13) THE CONTRACTOR SHALL PROVIDE, ON ALL NON—CONDUCTIVE PIPING, CONTINUOUS 10—GAUGE PTW INSULATED SOLID COPPER TRACER WIRE ALONG THE PIPELINE AND PROVIDE ACCESS TO TRACER WIRE AT ALL VALVE BOX INSTALLATIONS. THIS SHALL ALSO APPLY TO ALL CONDUCTIVE PIPING UNLESS PERMANENTLY BONDED AT EACH JOINT. ALL TRACER WIRE CONNECTIONS SHALL BE MADE USING ONLY COPPER SPLIT NUT CONNECTORS. ALL TRACER WIRE CONNECTIONS AND SPLICES SHALL BE COMPLETELY ENCAPSULATED USING SCOTCHCAST 85-14 RESIN SPLICING KIT AS MANUFACTURED BY 3M OR APPROVED EQUIVALENT. 14) A MINIMUM HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN NEW WATER MAINS AND EXISTING SANITARY SEWER. NO PIPE JOINT SHALL BE PLACED WITHIN 10 FEET OF THAT CROSSING AND A MINIMUM VERTICAL CLEARANCE OF 1 FOOT ABOVE THE SEWER SHALL BE MAINTAINED. WHERE IT IS IMPRACTICAL TO MAINTAIN THE MINIMUM VERTICAL CLEARANCE, THE PIPELINE SHALL BE ENCASED WITH A 2 SACK SLURRY 10 FEET EACH SIDE OF SEWER. 15) ALL EXCAVATIONS SHALL BE BACKFILLED OR TRENCH PLATED AT THE END OF EACH DAYS WORK PER THE SPECIFICATIONS. EXCAVATIONS WITHIN EXISTING PAVED AREAS SHALL BE COLD PATCHED TO MATCH THE EXISTING PAVEMENT AT THE END OF EACH DAYS WORK. ALL TRENCH PLATES SHALL BE NON—SKID TYPE AND HAVE COLD PATCH APPLIED TO THE EDGE FOR TRAFFIC APPROACH AND DEPARTURE. 16) WHERE NEW WATER MAINS ARE BEING INSTALLED IN PAVED SECTIONS THE MAXIMUM WIDTH FOR ASPHALT REPLACEMENT THE CONTRACTOR SHALL BE COMPENSATED FOR IS THE MAXIMUM CLEAR TRENCH WIDTH FOR THE PIPELINE SIZE BEING INSTALLED PLUS 12 INCHES (24 INCHES INSIDE THE CITY OF SOUTH LAKE TAHOE'S ROW) PROVIDED IN THE CONTRACT SPECIFICATIONS. THE CONTRACTOR SHALL REPLACE ALL TRAFFIC STRIPING THAT IS DISTURBED DURING CONSTRUCTION. 17) THE CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR ANY DISTURBANCE OR CONTAMINATION TO ANY DRY WELLS, STORM WATER COLLECTION OR RETAINAGE SYSTEMS ALONG THE PROJECT SITE. THE CONTRACTOR SHALL BE AWARE THAT THE STOCK PILING OF MATERIAL UPON ANY DRAINAGE FACILITY SHALL BE CONSIDERED CONTAMINATION AND SHALL BE RESTORED OR REPLACED PER THE CITY OF SOUTH LAKE TAHOE SPECIFICATIONS AT THE CONTRACTORS EXPENSE. 18) PRIOR TO CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL A TRAFFIC CONTROL PLAN FOR HANDLING TRAFFIC THROUGH THE PROJECT SITE. ALL TRAFFIC CONTROL MEASURES SHALL MEET OR EXCEED THE REQUIREMENTS AS OUTLINED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS (CAL TRANS) 1990 EDITION. ALL ADVANCED WARNING SIGNS SHALL BE 48" X 48" MINIMUM. A FLAGGER SHALL BE LOCATED FAR ENOUGH IN ADVANCED TO SLOW OR STOP TRAFFIC THROUGH THE WORK AREA. ALL PORTABLE DELINEATORS SHALL BE PLACED A MAXIMUM OF 20 FEET APART. 19) CONTRACTOR SHALL MAINTAIN THE CONTINUOUS FLOW OF TRAFFIC AT ALL TIMES DURING CONSTRUCTION ACTIVITY. AFTER WORKING HOURS ALL TRAFFIC BARRIERS SHALL BE REMOVED AND TRAFFIC RETURNED TO NORMAL. 20) CONTRACTOR SHALL REMOVE ALL MATERIAL GENERATED BY ANY ASPHALT SAWCUTTING OPERATION IMMEDIATELY AFTER SAWCUTT1NG BY USING ADEQUATELY SIZED VACUUMING EQUIPMENT TO ACCOMMODATE THE REMOVAL PROCESS. 7 I- 0 zU 00 z�� Q W If O o W U � < W LLJ Z z I- LdW 0 N DATE: NOV 2007 SCALE: NO SCALE DRAWN: TJR/MAM FILE: TATA&GRAN SHEET: G4 4 OF 22 SHEETS NOTES: 1) ALL A.C. TRENCH PAVEMENT REPLACEMENT PLACED OUTSIDE THE CAL -TRANS R.O.W. EXCEEDING 3" SHALL BE PLACED ONE LIFT. 2) CONTRACTOR PAY ITEM FOR TRENCH WIDTH PLUS 12" (24" INSIDE CITY OF SO. LAKE TAHOE ROW) TO 5 AW CUT. TRENCH WIDTH AND TRENCH PAVEMENT REPLACEMENT EXCEEDING MAXIMUM AS DESCRIBED HERE IN AND IN THE SPECIE CATIONS SHALL BE COMPLETED AT NO ADDITIONAL EXPENSE TO THE DISTRICT. 3) CONTRACTOR SHALL REPLACE ALL TRAFFIC STRIPING DISTURBED BY CONSTRUCTION. SAW CUT TYP. EXISTING A.C. PAVEMENT THICKNESS MAY VARY "THICKNESS OF REPLACEMENT AC PAVEMENT" CITY OF SO. LAKE TAHOE I'.O.W. = 3" EL DORADO CO. R.O.W. = 5" CAL -TRANS R.O.W. = 4" OUTSIDE R.O.W. MIN = 2 F xx CLASS 2 AGGREGATE BASE COMPACTED --_1_ TO 95% RELATIVE COMPACTION. I: CITY OF SO. LAKE TAHOE R.O.W. = 8" EL DORADO CO. R.O.W. = 6" OUTSIDE R.O.W. MIN = 4" PROJECT EXCAVATED MATERIAL AS SPECIFIED (COMPACTED BACKFILL AT 95% RELATIVE COMPACTION) WITHIN CITY OF SO. LAKE TAHOE AND EL DORADO CO. R.O.W.'S BACKFILL WITH IN CAL -TRANS R.O.W. SHALL BE 2 SACK SAND SLURRY PER CAL -TRANS SPECS FROM BOTTOM OF NEW ASPHALT TO 30 INCH DEPTH WITHIN THE TRENCH ZONE UNLESS OTHERWISE SPECIFIED. 10 GA. PTW INSULATED SOLID COPPER TRACER WIRE (NOT REQUIRED WITH CONDUCTIVE PIPE IF PERMANENTLY BONDED AT EACH JOINT) CLASS 2 AGGREGATE BASE COMPACTED OR JETTED. SPECIFIED BEDDING COMPACTED TO 95% RELATIVE COMPACTION. 1_2_2"MAX. 6"MIN. 12"MAX 6"MIN. PIPE 0 D. fYy 12" MAX CITY SLT R.O.W. 6" MAX EL DORADO COUNTY R.O.W. z 12" TO TOP OF PIPE 6" TRENCH DETAILS - WITHIN PAVED AREA'S D1 NO SCALE THRUST BLOCK AREA REQUIRED - SQUARE FEET WPC °F FM1NG90' BEND 45' BEND 22.5' BEND 11.25' BEND TEE TEE W/ PLUG CROSS W/ PLUG C OSS W/ PLUGS TYPICAL INSTALLATION 10" 18" 3.0 3.0 s t.jr; _____.-zo' a fifla ...„<„.„ I.. ... Is 1Y al, may1111 e aii, Al il Ile sat j SIZE OF PIPE 6" 141111 y, C 1 2' 2' 1' 1' SIZE OF PIPE 6" 4 4 2 2 4 4 4 4 2' 2' 8" 10 6 3 3 10 10 10 10 6' 10' 10" 12 8 4 4 15 15 15 15 PVC DIP 12" 16 10 6 6 20 20 20 ?0 78' 117' 14" 21 12 6 6 22 21 22 21 90' 133' 16" 27 15 8 8 22 27 27 27 33' 36' 18" 45 25 13 13 32 45 45 t5 4' 4' 24" 65 35 18 18 45 65 65 35 19' 21' r i NOTES: 1'-0" MIN. BEARING AREA SECTION 1) JOINTS, FLANGE BOLTS AND FACE OF PLUGS TO BE KEPT CLEAR OF CONCRETE. 2) BLOCKS MUST BE POURED AGAINST UNDISTURBED SOIL. 3) THRUST BLOCKS TO BE CONSTRUCTED OF CLASS 423-C-2500 OR BETTER P.C.C. 4) THRUST BLOCKS AREA IS BASED ON TEST PRESSURE OF 150 PSI AND A HORIZONTAL SOIL BE/ RING STRENGTH OF 1500 PSI. 5) NUTS AND BOLTS ON ALL MJ FITTINGS SHALL BE PAINTED WITH TWO COATS OF KOPPERS 505, TNEMEC 46-450', AMERON OR EQUAL, 15 MILS EACH COAL C41) TYPICAL THRUST BLOCK DETAIL D NO SCALE CONTRACTOR SHALL REVEGETATE AND RESTORE ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITY PER SPECIFICATIONS. 2" HIGH MOUND PROJECT EXCAVATED MATERIAL AS SPECIFIED (COMPACTED BACKFILL 90% RELATIVE COMPACTION) 10 -GAUGE PTW INSULATION SOLID COPPER TRACER WIRE (NOT REQUIRED WITH CONDUCTIVE PIPE IF PERMANENTLY BONDED AT EACH JOINT) CLASS 2 AGGREGATE BASE COMPACTED TO 95% RELATIVE COMPACTION (OR JETTED IN PLACE PER THE SPECIFICATIONS) 12" z "v TO TOP OF PIPE 6" 12"MAX. 6"MIN. 12"MAX. 6"MIN. PIPE O.D. 2 TYPICAL TRENCH SECTION- OUTSIDE PAVED AREAS �D 1 SAND SLURRY BACKFILL, SEE NOTE 11 EXISTING GRADE NO SCALE 6" LOOP IN TRACER WIRE VALVE BOX, TYP. SEE NOTES 3 & 4 PVC RISER, SEE NOTES 3 & 10 10 GA. PTW INSULATED SOLID COPPER TRACER WIRE, SEE NOTE 5 GATE VALVE SUPPORT BLOCK DIMENSION 6" 2.0 USE 1-4" X 8" X 16" 16" 8" PRECAST STRUCTURAL 18" SUPPORT BLOCK 10" 18" A INSTALL SELF CENTERING ALIGNMENT RING WITH SLIDING ADJUSTER, TYP. SEE NOTE 9 GATE VALVE CAST IN PLACE CONCRETE A (FT) B (FT) 12" 2.0 2.0 16" 2.5 2.5 18" 3.0 3.0 18" 3.0 3.0 NOTES: 1) GATE VALVES 14" DIAMETER AND SMALLER SHALL BE MUELLER OR APPROVED EQUAL AS PER AWWA C-509, RESILIENT RUBBER SEAT RING, WEDGE DISC, NON -RISING STEM. BRONZE STEM NUT AND 0 -RING SEALS ABOVE AND BELOW THE THRUST COLLAR, WITH 2" SQUARE OPERATING NUT. VALVES 16" AND LARGER SHALL BE BUTTERFLY VALVES AS SPECIFIED AND SUBMITTED FOR APPROVAL. 2) THE MAIN LINE VALVE CLUSTER SHALL CONSIST OF A FLANGED TEE AND FLANGED X MECHANICAL JOINT VALVES, OR FLANGED COUPLING ADAPTERS. 3) VALVE BOX RISER PIPE TO BE 8" PVC, SDR -35 AND INSTALLED PERPENDICULARLY CENTERED AROUND AND COVERING THE UPPER VALVE BONNET AND OPERATOR. 4) VALVE BOX SHALL BE CHRISTY G5 BOX WITH METAL LID MARKED "WATER" 5) THE 10 GA. PTW TRACER WIRE SHALL BE ROUTED FROM THE NEW MAIN, LOOPED THROUGH THE VALVE BOXES AND CLAMPED TO THE EXISTING WATER MAIN USING STAINLESS STEEL CLAMPS. CONTINUITY BETWEEN ALL NEW AND EXISTING PIPELINES SHALL BE MAINTAINED. 6) EXPOSED NUTS AND BOLTS ON MJ FITTINGS TO BE PAINTED WITH TWO COATS OF KOPPERS 505, TNEMEC 46-450, AMERON OR EQUAL 15 MILS EACH COAT. 7) ALL FLANGES TO BE BURIED, COAT ENTIRE ASSEMBLY WITH PETROLATUM SATURATED FABRIC TAPE WRAP SYSTEM IN ACCORDANCE WITH STPUD REQUIREMENTS. 8) CONCRETE FOR SUPPORT BLOCKS SHALL BE FORMED TO MAINTAIN MINIMUM 2" CLEARANCE FROM FLANGE BOLTS. 9) PRE CAST STRUCTURAL SUPPORT BLOCKS SHALL BE SOLID AND CONFORM TO ASTM C90. 10) PROVIDE AND INSTALL SELF CENTERING ALIGNMENT RING WITH SLIDING ADJUSTER AS MANUFACTURED BY THE AMERICAN FLOW CONTROL CORP. AND SUPPLIED FOR A TRENCH ADAPTER VALVE BOX ASSEMBLY. 11) THE REQUIREMENTS FOR TRENCH BACK FILL AT ALL INTER TIE VALVE CLUSTERS SHALL INCLUDE THE PLACEMENT OF 2 SACK SAND SLURRY WITHIN 3' OF ALL VALVE BOXES BETWEEN THE AB PIPE ZONE MATERIAL AND BOTTOM OF AC PAVEMENT. THIS REQUIREMENT SHALL NOT APPLY TO SINGLE VALVE INSTALLATIONS. 12) FOR ALL VALVE OPERATING NUTS EXCEEDING 48" BURY THE CONTRACTOR SHALL PROVIDE VALVE OPERATOR EXTENSIONS WITH TRASH RINGS TO A MINIMUM DEPTH OF 36". D 1 C5� WATER VALVE DETAIL NO SCALE FITTING AND PIPE RESTRAINT LENGTH REQUIREMENTS TM� °F "� 90' BEND 45' BEND 22.5' BEND 11.25' BEND TEE BRANCH* TEE W/ PLUG REDUCER** VALVE INLINEp VALVE AT END DEAD END TYPICAL INSTALLATION i S t.jr; _____.-zo' a fifla ...„<„.„ ‘ ii ' SIZE OF PIPE 6" PVC DIP 14' 16' 6'3' 7' 4' 2' 2' 1' 1' 14' 16' 41' 61' 42' 63' 42' 63' 42' 63' 8" PVC DIP 18' 21' 8' 9' 4' 5' 2' 2' 1' 1' 18' 21' 41' 62' 55' 82' 55' 82' 55' 82' 10" PVC DIP 22' 25' 6' 10' 5' 5' 3' 3' 4' 6' 22' 25' 43' 63' 66' 99' 66' 99' 66' 99' 12" PVC DIP 26' 29' 11' 12' 6' 6' 3' 3' 15' 23' 26' 29' 43' 64' 78' 117' 78' 117' 78' 117' 14" PVC DIP 29' 33' 12' 14' 6' 7' 3' 4' 25' 39' 29' 33' 43' 64' 90' 133' 90' 133' 90' 133' 16' PVC DIP 33' 36' 14' 15' 7' 8' 4' 4' 36' 55' 33' 36' 44' 65' 101' 150' 101' 150' 101' 150' 18" PVC DIP 36' 40' 15' 17' 8' 8' 4' 4' 46' 71' 36' 40' 62' 92' 112' 167' 112' 167' 112' 167' 24 " PVC DIP 45' 51' 19' 21' 9' 10' 5' 5' 76' 116' 45' 51' 61' 91' 144' 214' 144' 214' 144' 214' * MINIMUM 10' RESTRAINED LENGTH ON EACH RUN ON BOTH SIDES OF BRANCH ** LENGTHS GIVEN ARE VALID FOR UP TO 4" INCREASE IN NOMINAL DIAMETER FROM SIZE SHOWN NOTES: 1) ALL MINIMUM RESTRAINT LENGTH CALCULATIONS BASED ON MINIMUM 10' PIPE LENGTH'S. MINIMUM PIPE LENGTH'S FOR DUCTILE IRON PIPE FITTINGS BASED ON POLYETHYLENE ENCASEMENT. 2) NUTS AND BOLTS ON ALL MJ FITTINGS SHALL BE PAINTED WITH TWO COATS OF KOPPERS 505, TNEMEC 46-450', AMERON OR EQUAL, 15 MILS EACH COAL 3) ALL FLANGES TO BE BURIED. COAT ENTIRE ASSEMBLY WITH PETROLATUM SATURATED FABRIC TAPE TAPE WRAP SYSTEM IN ACCORDANCE WITH SPECIFICATIONS. 4) CONCRETE THRUST BLOCKING MAY BE REQUIRED IN CONJUNCTION WITH MECHANICAL THRUST RESTRAINT SYSTEMS IF DETERMINED NECESSARY BY THE ENGINEER. 5) VALVES PLACED IN A RUN OF PIPE OR AT A DEAD END TO BE RESTRAINED PER DEAD END RESTRAINT LENGTHS. 6) RESTRAINED LENGTHS BASED UPON TYPE 5 TRENCH CONDITIONS AND "SM" SOIL TYPE. STANDARD 1 1/2" PENTAGON OPERATING NUT OUTLET CAPS TO HAVE MATCHING SIZE NUT WRAP TRACER WIRE AROUND HYDRANT HYDRANT INSTALLATION TO BE AT BURY LINE AND NOT TO EXCEED 3" ABOVE FINAL GRADE RESTRAINT LENGTH SCHEDULE D1 NO SCALE 4" OUTLETREETUNLES S FACING ST OTHERWISE NOTED OR DIRECTED RESTORE TO PRE-EXISTING GRADE VALVE BOX & COVER SEE NOTE 3 ✓ giver 'WA% A AVAPII//////////ILII — finder SAS FILTER FABRIC OVER DRAIN ROCK MIN. 12" - 3/4" DRAIN ROCK HYDRANT WEEP HOLE TO REMAIN CLEAR CONCRETE SUPPORT BLOCK CONFORMING TO SPECIFICATIONS NOTES: BACKFILL AND COMPACTION REQUIREMENTS PER SPECIFICATIONS INSTALL SELF CENTERING ALIGNMENT RING SEE NOTE 9 8" PVC RISER PIPE SEE NOTE 5 6" FLGxMJ GATE VALVE, SEE PLANS FOR LOCATION 10 GA. PTW SOLID COPPER TRACER WIRE SEE NOTE 2 1) FIRE HYDRANT SHALL BE MUELLER A-423 "CENTURION" OR WATEROUS PACER TRAFFIC MODEL WB6700P WITH 2-2? HOSE NOZZLES AND 1-4" PUMPER NOZZLE AND CONFORM TO AWWA C-502-80. HYDRANTS WITHIN THE CITY OF SOUTH LAKE TAHOE SHALL BE PAINTED WITH A MINIMUM OF THREE COATS OF SPRAY MATE "ALUMINUM METALLIC", COLOR CODE 0180 OR APPROVED EQUAL. 2) FIRE LINE TEE ON NEW MAIN SHALL BE DUCTILE IRON MJ X MJ WITH 6" FLANGED BRANCH THE SAME PRESSURE RATING AS THE PIPELINE BEING INSTALLED. 3) GATE VALVE SHALL BE MJ X FLANGED RESILIENT WEDGE GATE VALVE EPDXY LINED AND COATED. WITH CHRISTY G-5 VALVE BOX & METAL LID STAMPED "WATER". 4) HYDRANT THRUST BLOCK SHALL HAVE A MINIMUM BEARING SURFACE OF 6 SQ. FEET. ALL FLANGES TO BE BURIED, COAT ENTIRE ASSEMBLY WITH PETROLATUM SATURATED FABRIC TAPE WRAP SYSTEM IN ACCORDANCE WITH STPUD REQUIREMENTS, CONCRETE FOR THRUST BLOCKS SHALL BE FORMED TO MAINTAIN A MINIMUM CLEARANCE OF 2" FROM FLANGE BOLTS. 5) THE ENTIRE HYDRANT ASSEMBLY FROM THE MAIN TO THE HYDRANT SHALL BE RESTRAINED. FIRE LINE, GATE VALVE AN HYDRANT MECHANICAL JOINTS TO BE INSTALLED WITH US PIPE MJ GRIPPER GLAND, EBAA-IRON MEGALUG 1100SD SERIES FOR DUCTILE IRON PIPE. RESTRAINED JOINTS FOR PVC PIPE SHALL BE EBAA-IRON MEGALUG SERIES 2000 OR 1100PV OR APPROVED EQUAL. 6) HYDRANT ASSEMBLY SHALL PASS HYDROSTATIC PRESSURE AND DISINFECTION TESTING AS SPECIFIED ALONG WITH NEW PIPELINE PRIOR TO BEING PLACED INTO SERVICE. 7) HYDRANTS SHALL BE LOCATED AS SHOWN ON THE PROJECT DRAWINGS, 2' INSIDE R.O.W. OR AS DIRECTED BY THE DISTRICT ENGINEER AND MUST HAVE A MINIMUM OF 10' CLEARANCE FROM ANY DRIVEWAY. THE EXACT LOCATIONS FOR THE FIRE HYDRANT INSTALLATIONS WILL BE DETERMINED IN THE FIELD. 8) HYDRANTS SHALL BE INSTALLED WITH THE BOTTOM OF THE PUMPER NOZZLE A MINIMUM OF 18" ABOVE THE GROUND. 9) PROVIDE AND INSTALL SELF -CENTERING ALIGNMENT RING WITH SLIDING ADJUSTER AS MANUFACTURED BY THE AMERICAN FLOW CONTROL CORP. AND SUPPLIED FOR A TRENCH ADAPTER VALVE BOX ASSEMBLY. 10) FOR ALL VALVE OPERATING NUTS EXCEEDING 48" BURY THE CONTRACTOR SHALL PROVIDE VALVE OPERATOR EXTENSIONS WITH TRASH RINGS TO A MINIMUM DEPTH OF 36". PIPE HYDRANT DETAIL NO SCALE m a_ a z QLd�— U no 117 (_ W 1-1-1Ch :2 I U U W 0_ W z W Ld o Qz Q - M W 0 N ti/ FY w No. C47912 * Exp. 12/31/09 CIV\ \�f OF CAI1 . s DATE: NOV 2007 SCALE: NO SCALE DRAWN: TJR/MAM FILE: TATA&GRAN SHEET: D1 5 OF 22 SHEETS FINISHED GRADE -_ SEE NOTE 10 REGARDING TRENCH BACKFILL WITHIN 3—FEET OF INTERTIE VALVE BOXES INSTALL SELF CENTERING ALIGNMENT RING WITH SLIDER ADJUSTER (TYP) SEE NOTE 9 SEE NOTE 2 NOTES: TYPICAL VALVE BOX, SEE NOTES 11 & 12 BRASS NIPPLE & COMPRESSION TYPE TUBING CONNECTION ./CH XIST. WATER MAIN DIAMETER AND (2—INCH SHOWN) II \ SEE NOTE 4 INSTALL COMPRE`. SION COUPLING BETWE:N NEW AND EXIST. MAIN'' CLAMP TRACER HIRE TO EXISTING M, IN, SEE NOTE 5 SEE NOTES 3 & 6 TYPICAL SUPPORT BLOCK 1) ALL INTERTIES TO EXISTING WATER MAINS UNDER 6" SHALL CONSIST OF VALVES AND FITTINGS AS SPECIFIED AND CONFORI IING TO AWWA C-509 AND C-110. 2) THE MAIN LINE VALVE CLUSTER SHALL CONSIST OF A FLANGED TEE AND FLANGED X MECHANICAL JOINT VALVES, OR FLAN( ED X FLANGED GATE VALVES WITH COUPLING ADAPTERS. 3) FOR WATER MAINS 2" AND UNDER THE INTERTIE BRANCH SHALL CONSIST OF A FLANGED BELL REDUCER FROM THE NEW 4 ATER MAIN TEE TO 6" X 6" FLANGED GATE VALVE AND 6" COMPANION FLANGE THREADED FOR THE APPROPRIATE SIZE INTERTIE PIPING;. 4) THE INTERTIE SHALL CONSIST OF 200 PSI CLASS POLYETHYLENE TUBING HAVING THE SAME INSIDE DIAMETER AS CORRESP(INDING SIZES OF IRON PIPE FOR in TO 1" LINES AND COPPER PIPE SIZE FOR 1 r TO 2" LINES AND COUPLED TO THE EXISTING WATEIMAIN USING AN APPROVED 4 BOLT COMPRESSION COUPLING. 5) THE 10 GA. PTW TRACER WIRE SHALL BE ROUTED FROM THE NEW MAIN, LOOPED THROUGH THE VALVE BOXES AND CLAW ED TO THE EXISTING WATER MAIN USING STAINLESS STEEL CLAMPS. CONTINUITY BETWEEN ALL NEW AND EXISTING PIPELINES SHALL BE MAINTAINED. 6) FOR WATER MAINS OVER 2" THE INTERTIE BRANCH SHALL CONSIST OF A FLANGED BELL REDUCER FROM THE NEW MAIN SI ?E TO 6" X 6" FLANGED GATE VALVE, 6" X APPROPRIATE SIZE FLANGED BELL REDUCER AND FLANGE X MJ COUPLING ADAPTER. 7) ALL FLANGES TO BE BURIED, COAT ENTIRE ASSEMBLY WITH PETROLATUM SATURATED FABRIC TAPE WRAP SYSTEM IN ACCOR )ANCE WITH THE SPECIFICATIONS. 8) CONCRETE FOR SUPPORT BLOCKS SHALL BE FORMED TO MAINTAIN A MINIMUM 2" CLEARANCE FROM FLANGE BOLTS. 9) PROVIDE AND INSTALL SELF—CENTERING ALIGNMENT RING WITH SLIDING ADJUSTER AS MANUFACTURED BY THE AMERICAN FL )W CONTROL CORP. AND SUPPLIED FOR A TRENCH ADAPTER VALVE BOX ASSEMBLY. 10) THE REQUIREMENTS FOR TRENCH BACKFILL AT ALL INTERTIE VALVE CLUSTERS SHALL INCLUDE THE PLACEMENT OF 2 SACK SAND SLURRY WITHIN 3' OF ALL VALVE BOXES BETWEEN THE AB PIPE ZONE MATERIAL AND BOTTOM OF AC PAVEMENT. THIS RE )UIREMENT SHALL NOT APPLY TO SINGLE VALVE INSTALLATIONS. 11) VALVE BOX RISER PIPE TO BE 8" PVC, SDR -35 AND INSTALLED PERPENDICULARLY CENTERED AROUND AND COVERING THE UPPER VALVE BONNET AND OPERATOR. 12) VALVE BOX SHALL BE CHRISTY G5 BOX WITH METAL LID MARKED "WATER" Kph INTEPTIE TO EXISTING MAI\S U\3E \ D 2 / NO SCALE R a NOTES: 1) PARALLEL CONSTRUCTION WILL BE ALLOWED ONLY WHEN 10' SEPARATION BETWEEN SEWER AND WATER MAINS CANNOT BE MAINTAINEC 2) WATER MAIN INSTALLATION IN ZONE "A" IS PROHIBITED. 3) PARALLEL WATER MAIN INSTALLATION IN ZONE "B" MUST BE A.W.W.A. C900 CLASS 200, OR A.W.W.A. C150 D.I.P. CLASS 350. 4� (D2y TRENCH SECTION FOP PA NO SCALE PALLEL CO\STRUCJ ION DISTANCES SHALL BE UNIFORM FROM BACK OF PROPERTY UNE TO EDGE OF WATER BOXES6" re 10 GA. PTW SOUD COPPER TRACER WIRE CORP.STOP SEE NOTE 3 2' MAX. --{ —SEE NOTE 7 RESTRAINT TYPE COMPRESSION COUPLING AS REQUIRED FOR POLYETHYLENE X TYPE SERVICE MAIL. 3/4" POLYETHYLENE TUBING MUELLER #300/820283 CURB STOP OR EQUAL 48'MIN — 4" SDR 35 RISER NOTCHED TO FIT OVER CURB STOP AND SERVICE LINE POLYETHYLENE TUBING NOTES: 1) ALL SERVICE CONNECTIONS SHALL CONFORM TO AWWA C-800-84 AND BE INSTALLED FROM THE NEW MAIN TO EACH EXISTING SERVICE LINE. 2) NEW CURB—STOP SHALL BE SIZED AS INDICATED ON PLANS AND BE MUELLER #300/820283 OR APPROVED EQUAL. 3) CORPORATION STOP SHALL BE SIZED AS INDICATED ON PLANS AND BE MUELLER #300/625029 OR APPROVED EQUAL FOR "- 1". MUELLER #300/25028 OR APPROVED EQUAL FOR 1}"-2". 4) SINGLE HOUSE SERVICE SHALL BE j" POLYETHYLENE WITH i' FITTINGS. DOUBLE HOUSE SERVICE SHALL BE 1" POLYETHYLENE TO FORD #U68-43 SPACING "U" BRANCH OR EQUAL WITH TWO " CURB—STOPS AND SERVICE CONNECTIONS. 5) ALL WATER SERVICES SHALL HAVE A HAND—TAMPED SAND BEDDING 9" ABOVE AND BENEATH THE TUBING AND SHALL HAVE 6" MINIMUM CLEARANCE ON EACH SIDE. 6) ALL WATER SERVICE SHALL BE POLYETHYLENE 200 PSI CLASS IRON PIPE SIZE FOR t-1". COPPER TUBE SIZE FOR 1}"-2". PIPE STIFFENER INSERTS TO BE USED AT ALL CONNECTIONS. 7) WATER VALVE BOX SHALL BE CHRISTY F8 OR G5 FOR SINGLE SERVICE, AND CHRISTY B-9 FOR DOUBLE SERVICE OR APPROVED EQUAL. 8) ALL CORP—STOPS, CURB—STOPS AND POLYETHYLENE SERVICE LINES SHALL BE DISINFECTED AND HYDROSTATIC TESTED ALONG WITH THE NEW MAIN PRIOR TO BEING PLACED INTO SERVICE. 9) ALL TUBING CONNECTIONS SHALL BE THE COMPRESSION TYPE; MUELLER OR APPROVED EQUAL. 10) 10 GA. PTW SOLID COPPER TRACER WIRE SHALL BE INSTALLED FROM THE NEW MAIN ALONG NEW SERVICE LINE TO THE VALVE BOX REGARDLESS OF NEW WATER MAIN TYPE. ON CONDUCTIVE TYPE PIPELINES THE TRACER WIRE SHALL BE CLAMPED USING APPROVED STAINLESS STEEL CLAMPS. 11) ALL SERVICES THAT REQUIRE OVER FIVE FEET (5') OF OPEN CUT SHALL BE INSTALLED BY TRENCHLESS METHOD (E.G. MOLE) UNLESS OTHERWISE APPROVED BY THE DISTRICT. POLYETHYLENE TUBING SIZED AS INDICATED ON THE PROJECT DRAWINGS AND NOTE 6 APPROVED DUCTILE IRON EPDXY COATED OR BRASS SADDLE CLAMP INTERTIE TO EXISTING WATER SERVICE UNE WITH RESTRAINED COMPRESSION COUPLING, POLYETHYLENE X AS REQUIRED FOR TYPE OF SERVICE CURB STOP SEE NOTE 2 SADDLE OFF MAIN "U" BRANCH SEE NOTE 4 1" POLYETHYLENE TUBING MUELLER #300/825029 CORP. STOP OR EQUAL DOUBLE SERVICE NOTES: FINISHED GRADE (2WATER SERVICE DETAIL KD22 NO SCALE 8" MAX 10 GA. PTW SOLID COPPER TRACER WIRE 4" SDR 35 PVC RISER SUPPLY FROM DISTRICT SOURCE OUTLET TO 7 PROPERTY OR EQUIPMENT 1) METER SHALL BE SENSUS SRII REGISTERING IN 100 CF AND MUST BE PROPERLY MOUNTED ON FORD RESETTER MODEL VB43—W FOR 3/4" OR FORD MODEL VB44—W FOR 1" OR APPROVED EQUIVALENT. 2) IN LIEU OF RESETTER, METER CAN BE MOUNTED ON TYPE K RIGID COPPER PIPE WITH FORD MODEL BA13-334W ANGLE BALL VALVE FOR 3/4", OR BA13-444W ANGLE BALL VALVE FOR 1" OR APPROVED EQUIVALENT. 3) METER SHALL BE INSTALLED AT A DEPTH OF NOT LESS THAN 18" AND NOT MORE THAN 24" MEASURED FROM THE TOP OF THE METER BOX TO THE BOTTOM OF THE METER (SEE DETAIL). 4) REQUIRED INSULATED COUPLER SHALL BE LOCATED IMMEDIATELY DOWNSTREAM OF RESETTER OR IF RESETTERS ARE NOT USED, IMMEDIATELY DOWNSTREAM OF METER. 5) METER BOX IN NON—TRAFFIC AREAS SHALL BE "CHRISTY" MODEL B-16 WITH STEEL B-16 LID OR APPROVED EQUIVALENT INSTALLED NO LESS THAN 2" ABOVE FINISHED GRADE. BOXES LOCATED IN OR NEAR TRAFFIC AREAS SHALL BE H2O LOAD RATED INSTALLED j" BELOW FINISHED GRADE. PROVIDE 3" RIGID INSULATION ABOVE METER IN BOX. 6) PROVIDE 2" HOLE CENTERED IN METER BOX LID FOR TR/PL READER MOUNT AND INSTALL. ALLOW 3' OF EXCESS METER READER WIRE (SEE DETAIL). 7) USE OF TWO OR MORE RESETTERS IN A STACKED ARRANGEMENT REQUIRES THE USE OF A RIGID METAL SUPPORT DRIVEN 18" INTO THE SOIL BELOW THE METER. SUPPORT MUST BE TIED WITH PERMANENT TIES AT THREE EVENLY SPACED LOCATIONS TO THE RESETTER OR PIPING. 8) METER BOX MUST BE NO MORE THAN 18" FROM DISTRICT SERVICE VALVE BOX. Y-5 WATER METER 3/4" TO 1 " 2y NO SCALE SANITARY SEWER OR STORM SEWER LINE SANITARY SEWER OR STORM SEWER LINE NOTES: WATER MAIN IS ABOVE 10' MIN TYP. �NO JOINTS IN THIS AREA OR 4—INCH MIN SAND CEMENT SLURRY ENCASEMENT OR PIPE SLEEVE, SEE NOTE N LESS THAN PLAN VIEW NO PIPE JOINTS IN THIS AREA OR 4—INCH MIN SAND CEMENT SLURRY ENCASEMENT OR PIPE SLEEVE, SEE NOTE WATER MAIN IS BELOW PROFILE 1) WHERE THE WATER MAIN IS BELOW THE SEWER LINE, WHERE THE WATER MAIN IS LESS THAN 18—INCHES CLEAR ABOVE THE SEWER LINE OR WHERE A 10—FOOT HORIZONTAL SEPARATION CANNOT BE MAINTAINED, THE AREA OF CROSSING MUST BE CONSTRUCTED IN SUCH A MANNER THAT: A) THE WATER MAIN IS CONSTRUCTED SUCH THAT THERE ARE NO PIPE JOINTS FOR A DISTANCE OF AT LEAST 10—FEET ON EACH SIDE OF THE POINT OF CROSSING, OR; B) THE WATER MAIN OR SEWER MAIN IS TOTALLY ENCASED IN AT LEAST 4—INCHES OF 2—SACK SAND CEMENT SLURRY FOR A DISTANCE OF AT LEAST 10—FEET ON EACH SIDE OF THE POINT OF CROSSING, OR; C) THE WATER MAIN OR SEWER MAIN IS INSTALLED IN A PIPE SLEEVE THAT EXTENDS, WITHOUT JOINTS, AT LEAST 10—FEET ON EACH SIDE OF THE POINT OF CROSSING. 3WATE CD2 N N PMAIN PROTECTION AT SEWER CROSSING NO SCALE TYPICAL LIMITS FOR PAVEMENT REPAIR AT FOUR WAY RW INTERSECTIONS R/W APPROXIMATE SQ FT FOR 2" MILL AND OVERLAY AT 4 -WAY INTERSECTIONS TATA/THIRTEENTH 2,700 TATA/TENTH 2,500 TRENCH PATCH PER DETAIL 1 /D1 2" MIL. AND OVERLAY 6 TYPICAL LIMITS FOR PAVEMENT REPAIR AT THREE WAY INTERSECTIONS APPROXIMATE SQ FT FOR 2" MILL AND OVERLAY AT 3 -WAY INTERSECTIONS TATA/GAR D N E R 7000 R/W R/W INTERSECTIO\ LI V IT R R/W R/W PAVEMENT REPAIR EQUIP EM ENTS NO SCALE z Q zw 0 0 Cl_ 1__L fi I— I— J w< �5II 0 U n c"i 4(c zfz LTJ z0 Q < Li j 00 Q O� N �ray 4:1 No. C47912 Exp. 12/31/09 \` OF'ICA1. . DATE: NOV 2007 SCALE: NO SCALE DRAWN: TJR/MAM FILE: TATA&GRAN SHEET: D2 6 OF 22 SHEETS NOTES: 1) WHERE NEW WATERLINE CROSSES EXISTING SEWER LATERALS AND THE SEWER LATEL4L IS DAMAGED DURING CONSTRUCTION, THE LATERAL SHALL BE CUT AND REPLACED FOR A DISTANCE OF AT LEAST 5 FEET ON EACH SIDE OF THE POINT OF CROSSING. 2) ALL SEWER LATERAL REPLACEMENT PIPING SHALL BE PVC SDR 26 UNLESS NOTED OR APPROVED BY THE ENGINEER. 3) ALL COUPLING, ADAPTERS AND MATERIALS USED TO CONNECT PVC SDR 26 PIPING TO OTHER PIPE MATERIALS SHALL BE AS RECOMMENDED BY THE PIPE MANUFACTURE AND APPROVED BY THE SOUTH TAHOE PUBLIC UTILITY DISTRICT. 4) ALL SEWER LATERAL REPAIRS SHALL BE BACKFILLED WITH COMPACTED OR JETTED I:LASS 2 AGGREGATE BASE MATERIAL AS REQUIRED BY THE ENGINEER. EXIST. SEWER LATERAL �1) SEWEP D3 I =I _ATEPAL a a.. :" a TRENCH WIDTH REPLACE II zIIII� if 4: arm VENT - CROSSING PPE TPENCH BURY TOE OF FILTER FABRIC IN 6"x6" TRENCH ON UPHILL SIDE NO SCALE STAKES Q 6' OC W/WELDED WIRE FABRIC. DRAPE FILTER FABRIC OVER FENCE AND TIE WITH TIE WIRES. D93 NOTE: PLACE FENCING SUCH THAT STORM RUNOFF CANNOT PASS UNDER OR AROUND EPOSION CO\TROL EE\CE NO SCALE STACK GRAVEL BAGS TIGHTLY AROUND DROP INLET ABUTTING CURB. USE DROP INLET FILTERS AS NECESSARY (2\ DRAINAGE INLET SEDIME \DS NO SCALE S 4111011 tea inn48" METAL T POSTS N T PPOTECTION Aftworail CIS. I Ear 1!�� 111 C.�.IIIIimr I:may iia', aralitlicilit011"111.111 5111111 aaaCU �� i BEYOND DRIP LINE 48" HIGH ORANGE PLASTIC OR WIRE MESH FENCE (D53) VEGETATION PPOTECTIO\ NO SCALE 12" FIBER OR COIR ROLL / WOOD STAKES BOUND AT TOP FINISHED GRADE 4" TRENCH NOTE: ALIGN FIBER ROLL ALONG CONTOURS 7M COIR LOG PLACEMENT `D3J/ NO SCALE DETAIL NOT USED NO SCALE z < zv 0 0 12( 0_ <111 c 1 Q WCL EL zn'z cc w L_L/_I Q < CLbi 00 < 0 N No. C47912 t Exp. 12/31/09 ,s?CIV\ P reOF CA SOr DATE: NOV 2007 SCALE: NO SCALE DRAWN: TJR/MAM FILE: TATA&GRAN SHEET: D3 7 OF 22 SHEETS A STA 2+12 L INSTALL NEW a' WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTINGERVICE, SEE 55 5 t) (022) CDE STA 1+39 L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA 1+07, INSTALL. — 8" 111 MJ ELBOW C-0 1 A 03,0 STA 2+70 L WATER SERVICE LATEF WITH DOI. REMOVE E) ABANDON EXISTIP A' 1 S,.2, BR Ss STA 1+42, INSTALL: 8" 223' MU ELBOW /5\ INSTALL 485 LF OF 8" DIP OR PVC, SEE (D1/ AND \2� PROVIDE INSTALL NEW 1" AL CONNECTION, BLE i" SERVICE. ISTING BOX AND G SERVICE, SEE s© 3 rWS D1 \ 2 SS RESTRAINED JOINTS WHERE REQUIRED BY S 0 SFD 609 j"WS j"WS SS 3 D1 NOTE 1. ALL PIPE SHALL BE CLASS 350 DIP OR CLASS 150 DR18 PVC PIPE UNLESS OTHERWISE NOTED 1 /1\ STA 4+78 L INSTALL NEW a" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 ) \D2 STA 4+23 L INSTALL NEW 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE 4" SERVICE. REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE VACANT 613 SS 2 DI • T P= .2BR 161 SS fWS a 'WS SS DIRT DRIVE R/W STA 5+73, NEW FIRE HYDRANT INSTALL: 8" X 6" FLG BRANCH TEE 8" FLG X MJ GATE VALVE 8" FLG X MJ ADAPTOR 6" FLG X MJ GATE VALVE 6 APPROXIMATELY 3 LF OF 6" D1 PVC OR DIP RESTRAINT JOINT PIPE FIRE HYDRANT ASSEMBLY VERIFY LOCATION IN FIELD W/ENGINEER 1 STA 5+34 L INSTALL NEW a" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SFD 625 SS i'WS D2 2 SS SFD 629 2R'P r"WSG ' VACANT 633 '6'"P SS I— 6+I SS --j- DRIM WAY OH — OHU t" WS 1FP' CUT, CAP & ABANDON EXISTING 6" PIPE PER GENERAL NOTE 11 BEGIN PROJECT, STA 1+00 CONNECT TO EXISTING 6" WATERMAIN INSTALL: 8" X 8" X 8" FLG TEE 3-8" FLG X MJ GATE VALVES 2-8" X 6" MJ REDUCERS 2-6" TRANSITIONAL COUPLINGS 2-6" PIPE RESTRAINTS APPROXIMATELY 3 LF OF 8" & 6" PVC OR DIP RESTRAINT JOINT PIPE �3\(5\ D1 `D1 55 STA 1+25, NEW Fl INSTALL: 8" X 6" FLG BRAN 6" FLG X MJ GATE APPROXIMATELY 17 PVC OR DIP RESTF FIRE HYDRANT ASS VERIFY LOCATION I ABANDON AND REM' FIRE HYDRANT PER RE HYDRANT CH TEE VALVE LF OF 6" AINT JOINT PIPE =MBLY J FIELD W/ENGINEER D1 )VE EXISTING GENERAL NOTE 11 BORDER GS ' ,3R VWS \ SS 600 a SFDA '°R SF0 STA 2+36 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 V 2'' OHU — 2e P EOP DIF: T. SS OHU0141 2„ W DRi vfE W R meq,; OHU --0 — "WS SS SS SS - EOP 6' WIRE AI FENCE STA 3+01 R INSTALL NEW a" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 7 ws'sllelot Call aasrs n. au. 1 IBR 0 26 STA 4+11 R INSTALL NEW a" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 1 OHU SS 0 6" SS GAS SS STA 5+52 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE CO2 OHU W SS tws 628 SFD 632 SFD ,BR 6310' 6305' 6300' 6295' 6390' 6385' STA 1+00 STA 2+0( STA 3+00 EXISTING GROUND ELEVAIturN STA 4+00 STA 5+00 O CO Z O -- z Z m + Z70 c O m M x � Z O co CO In r. D U) M m W X Co D z U) D m r CO 0 30IA213S b31VM N D In m N m M 01m D r DU) m D r cn x M n m y O O N ccn-, rn mTri c < n m z U) D r N a cn D MN OD mco m D r STA 3+26 i" WATER SERVICE U) r M M 0 a X D • Ph > MO O a C (n m N MCA w < n C) — m z cn D ✓ r a cn N Ma McA • a U) (n ma m � Dz In N y m > ra z -- + U) CO m"'"o ' < r c) m -61WW D a M03 U) m m 0 m < n 5 m D m V) m C) m STA 6+00 — 6310' N 0 W W 2 1n LU W N — 6305' — 6300' — 6295' — 6290' — 6385' AS–BUM-AO-30-08 PJL z E-- 2: z 0 w z c� w z <1 Li_ Qz� ~CY "z C:) Cl_ Cl_ N U W O E__ Z W w U W CY W L J No. C47912 Exp. 12/31/09 SelF OF CALtr DATE: NOV 2007 SCALE: 1" = 20' DRAWN: TJR FILE: TATA&GRAN SHEET: P1 8 OF 22 SHEETS STA 84 I Cr. 1U SFD 629 24R SS j„WSG' STA 6+66 L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE D2 2 2" W OHU , DRIVE SSMH a 020- 0 ,2 1n VACANT INSTALL 475 Lr OF 8" DIP OR PVC, SEE 1 D1 PROVIDE RES RAINED JOINTS WHERE REQUIRED 1 STA 7+59 L INSTALL NEW i" WATE R SERVICE CONNECTION, RE AOVE EXISTING BOX AND ABANDOP EXISTING SERVICE, SEE STA 7+30 L INSTA .L NEW i" WATER SERVICE CC NNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SEF VICE, SEE STA 6+00 N m P GAS 6" SS OH SS i"WS 628 SFD SID 351 0 0 ,6R STA 6+27 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 D2 CUT, CAP & ABANDON EXISTING BLOW OFF PER GENERAL NOTE 11 ' WS OP 2" W 2 "WS 16'P'e," 3S T D VE DRIVE W4Y SS ST 2 AND (D1) BY ( 3� D1/ SFD PAVING TONES DRIVE A 7+00 C7 i�3RIV PP _t-WAY BO t s i' WS24.0 Air SFD IFR WAY 24'Pr'r S in WS y4'd WAY SS 6 4 () SFD 2410 OHU —7— SS SS ,4R u %p ,2R • by 26.7Q 6,6R ,6R C)© 3 "WS GS 26 NOTE 1. ALL PIPE SHALL BE CLASS 350 DIP OR CLASS 150 QR18 PVC PIPE UNLESS OTHERWISE NOTED �� STA 8+82 L INSTALL NEW 1" WATER SERVICE LATERAL CONNECTION, A WITH DOUBLE i" SERVICE. REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE (� R DRIV SF 6 SS f"WS A 2 STA 8+02 L INSTALL NEW a" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 24'00 6R GS 10 SFD 653 2 2' HIGH MASONRY WAI SS 1 6R 6R WS "WS o,z'0 A STA 9+84 L INSTALL NEW 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE 4" SERVICE. REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA 9+84 L INSTALL NEW 1" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SFD 2 \D2 2" D2 SFD 657 661 SS 6 26 SS 1"ES "WS n" OHU 6��1 VACANT A Pp n.,OHu �� �� SS SS IA TA LAN SS DRIVE WAY STA 9+00 12'? 0 ©' ,6' STA 8+02 R INSTALL NEW a" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA 6+93 R INSTALL NEW a" WATER SERVICE CONNECTION, QREMOVE EXISTING BOX AND 1 ABANDON EXISTING SERVICE, SEE - STA 6+60 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2-\ D2 2 D2 "WS GS SF[) fall Keewwrirsbelow. Call More ree lie. OHU NEW 8' PIPELINE SFD 665 SS GS SS t'ws W ©24R 650 656 VACANT SFD A STA 9+36 R INSTALL NEW 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE in SERVICE. REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 SS STA 10+00 6" SS 660 SFD A PP GS 3' WOO FENCE STA 10+17 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE D2 CUT, CAP & ABANDON EXISTING BLOW OFF PER GENERAL NOTE 11 SS STA 10+40, ' W FIRE HYDRANT INSTALL: 8" X 6" FLG BRANCH TEE 6" FLG X MJ GATE VALVE APPROXIMATELY 10 LF OF 6" PVC OR DIP RESTRAINT JOINT PIPE FIRE HYDRANT ASSEMBLY VERIFY LOCATION IN FIELD W/ENGINEER SFD 673 GS a"WS SS 1 DIRT DRIVE WAY. B DRIVE I -i WAY 0) 0 26R° 2110 C7 2 r GS SS rWS U) STA 11+00 2' w DRIV WAY_�0 SS m (,d DRIVE WAY 6325' STA 6+00 STA 7+00 STA 8+00 — 6325' 6340' — D 301A213S SVO m D N M m Mm 2Dco STA 6+70 i" WATER SERVICE CD D 73m CD m 5 m V + W w fl CO D CD m mcn CD m 0 m Dz my. 70 n cn m m' & iv < 0 m CD D STA 8+05 i" WATER SERVICE D 2 -4-4 m� D I CD m 0 m 90+9 V1S r 6335' 6330' 6310' 6325' — — 6305' 6320' — STA 9+00 STA 10+00 — 6340' 301A213S SVO Lb+9 VIS ? (n — 1n W > > m W D M + m + Co Mu:00 cn -P W m m < 0 D m r _ (n D D mo 700 o0 c (no a mrrn cn m 11VISN1 1 AKA W D W co Co w CD m m m U' z CD D r r cn D CD M co Fri v, Co m > r 301A2J3S SVO „ Z9+6 V1S 11VISNI 1 59+6 4- CD m m 0 m + 4- w> D ✓ o r+ 2J - m D z • N LU LU N I - 6330' — 6325' — 6320' AS-BUILT/'J O-30-08 PJL / \ z_ Q coO Z w + O O c O w F- zzLc) w03 CD U 4cC W EL Oa Z LJ Www CD Q cY QLL 0_ uu 03Qz CD O 0_ S No. C47912 Exp. 12/31/09 a?gTfOFC � p cg DATE: NOV 2007 SCALE: 1" = 20' DRAWN: TJR FILE: TATA&GRAN SHEET: P2 9 OF 22 SHEETS 1 STA 11+37 L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA 10+82 L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SS VE iY JP - S SS rWS BO SS tn 0 rn O DRIVE WAY CD D2 2 SFD 6/3 GS F"WS SS DIRT DRIVE WAY STA 12+36 L It• WATER SERVIC REMOVE EXI ABANDON EXISTINI A STA 12+3( WATER SERVICE L WITH REMOVE ABANDON EX SFD 527®6Z7 ©/ GS r WS S+' 247 STA 11+00 2" W DRIVE r WAY 66tr SFD C 2270 SS 2270 STALL NEW 1i" E CONNECTION, ;TING BOX AND SERVICE, SEE 2 D22 L INSTALL NEW 1" SERAL CONNECTION, DOUBLE i" SERVICE. EXISTING BOX AND STING SERVICE, SEE DIRT )RI W, GS 7 �......f. kribe vik ., TONPAVING 29 wan �'f+ft . � f� nem 47 i�ffa � NOTE 1. ALL PIPE SHALL BE CLASS 350 DIP OR CLASS 150 D�R18 PVC PIPE UNLESS OTHERWISE NOTED /1\ 1 INSTALL 495 LF OF 8" DIP OR PVC, SEE D1 AND PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY 2\ D2 SFD 681 STA 12+99 L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE MASON WALL " WS 3"6%" j"WS SS SFD (D2 685 0 SS DRIVE WAY 1 DRIVE WAY W 677 VACANT STA 11+67 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE TA 12+0J SS U SS i"v S 6 SFD GS PP•' 24 •57 • U .p7 IRT uRIVE WAY R/W SS GS 2" DRIVE 5m' BEAR BOX NEW 8" PIPELINE SSMH TATA LA N D1 3 D1 STA 13+72 8" X 6" INTERTIE 8"MJ BARREL 8" X 6" MJ REDUCER APPROXIMATELY 3 LF OF 6" PVC OR DIP RESTRAINT JOINT PIPE WOOD STORAGE "WS SFD :91 27 SS i 3 4 D1 D1/ 5 D1 0 O w 0 O w U) STA 14+38 8" X 6" INTERTIE 8" X 6" MJ REDUCER 2 8" 45' ELBOW APPROXIMATELY 3 LF OF 6" PVC OR DIP RESTRAINT JOINT PIPE CUT, CAP & ABANDON EXISTING /� Ss2" PIPE PER GENERAU NOTE 11 / \ CD If) 2g7 NO NEW SERVICE INSTALLED. TIED IN TO EXISTING MAIN BEFORE EXISTING SERVICE. VACANT /05 'P STA 15+25 L INSTALL NEW 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE i" SERVICE. REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SED tWS SS PLANTER N D 0 g7 247 GS BOX SS "WS DRIVE \ L WAY OHU OHU FI OHU OHU OHU SS 680 y18/1 SFDI/.C4CANT STA 11+86 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND 2 ABANDON EXISTING SERVICE, SEE (D2) CUT, CAP & ABANDON EXISTING 2" PIPE PER GENERAL NOTE 11. REMOVE BOX AND PAVE OVER WHEN PROJECT COMPELTE tit Kmmars below. Calf. ,.•.*. A cn cc) cn 6„ W STA 14+00 SSMH rn O OH U W 2 BO OHU PF • O Lu fa FH et• 6" SS W E0 OH 47 67 • SSS® 70/1 SFD STA 14+83 R INSTALL NEW a" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE CUT, CAP & ABANDON EXISTING BLOW OFF PER GENERAL NOTE 11 z PI 2 2 m I 6" S 2" W DRIVE `+NAY TA 16+00 45 EOP SS SS 710 VACANT 6350' 6345' 6340' N 12 2 U) STA 11+00 6330' U) D r ++-1 D U) rn M20 4s rn m a, D ✓ o U) m .Z1 6 rn STA 12+00 STA 13+00 EXISTING GROUND ELEVATION STA 14+00 m ✓ r N 4SN n'' D NLID m D N * N m + m + 73°4 A D V O in M 73 m D rn m r NicA U) D m a, U) m a, 0 m c,r O NEW 8" PIPE I INE D m D U) M M+ 1 C CO m D r W M —I N M O CO D z STA 15+00 O m N m O) m Z m r. D O D * D mm D X D D cn 4s -4 � �7 A 0°± K+ FriZ1W m'w'W O J DCO7 Cn < ' co Z Z D (7 r O Z z m D r r Dcn z u) m> 73r a a, - o o Z1 m AIG m -' (n D D D ;O s D -a C U, —1t (AM + M + 70 mrN NJ �m cnU)rn < m O r 73 m - < 6 m VIdl I U) D N M M23 04 4s m a, D r w z J 0 H in 0 - 6350' - 6345' 6340' - 6335' - 6330' AS-BUILT/�j 0-30-08 PJL / \ z < I--- La z W+^ CD u J > 0 w�~ f— — o z >"7 1-4 �o U U 40.3 icc Q wCL� w z�w wLb Q —J CD c( < LL Lu co Z CDCD CL > I N QgOFESSkv s99 l O A Tyi �y r, No. C47912 A Exp. 12/311/09 OF ` CAVCC V\\_ DATE: NOV 2007 SCALE: 1" = 20' DRAWN: TJR FILE: TATA&GRAN SHEET: P3 10 OF 22 SHEETS STA 15+95 L INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 'ACANT /05 2 D2 S -FD "WS SS PLANTEFD T DRr�- —toWAY cn m Fm (A NOTE 1. ALL PIPE SHALL BE CLASS 350 DIF 150 DR18 PVC PIPE UNLESS OTHEF NOTE 2. PIPE MATERIAL FROM STATION 17+5 SHALL BE CLASS 350 DIP OR CLAS STA 16+81 L INSTALL NEW 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE 4" SERVICE. REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE or? 24R0 BEAR GS BOX SS 4"WS SFD STA 15+00 /AY 2.. W OHU I — OHU GS DR 'E WAY 2 OR CLASS WISE NOTED 3 TO STATION 49+78 200 DR14 PVC PIPE 5F) SS STA 16+00 2 W EOP OHU SSS® )BR° 73/1 SFD m SS SS D OHU -PP - R/W 710 VACANT A L RT DRI WAY_ 1 STA 18+29 L INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA 17+78 L INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE c VACANT /1 / 26'? SS 2 D2 5' FENCE 2 D2 SFD SS GS 4"WS STA 18+75, NEW FIRE HYDRANT INSTALL: 8" X 6" FLG BRANCH TEE 6" FLG X MJ GATE VALVE /6\ APPROXIMATELY 3 LF OF 6" /i PVC OR DIP RESTRAINT JOINT PIPE `D1 FIRE HYDRANT ASSEMBLY VERIFY LOCATION IN FIELD W/ENGINEER SFD SS "WS SSGS INSTALL 495 LF OF 8" DIP OR PVC, SEE D1 AND PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY 1 1' ROC 5.WALL WS SS STA 18+99 L INSTALL NEW in WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SFD 0 we GS GS 4"WS SS GS 5 D1 3� D1 STA 19+63 L INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SFO PLANTER 4"WS SS PP 2 D1 VACANT i -7 ^ F- A I STA 20+01 L INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXWG SERVICE, EE IR DRIV WAY DRIVE WAY DRIVE'. DIRTW Y tRIVE STA 17+00 OHU STA 18+00 RIVE WAY.�HU EOP S H / DRIVE / NAY FnP OHU ;IVE AY PP 00-11/ D RT DRI WAY - DRIV WAY SS GS ?'WS L FD STA 16+58 R INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 D2 SS STA 17+10 R INS -ALL NEW 4" WATER SERVICE :ONNECTION, REMOVE EXISTIt G BOX AND ABANDON EXISTING S ERVICE, SEE 2 D2 ons 4'WS 7 8 FD A SS GS 4"W / SFD STA 17+79 R INSTALL NEW 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE 4" SERVICE. REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 r WS 3' WOOD FENCE SS GS SF© CUT, CAP & ABANDON EXISTING BLOW OFF PER GENERAL NOTE 11 811 Knowwharsbelow. Call lifers you dig. R/W "WS SS 26R A SS 'WS GS 24R® 734 SFD — OHU — 24-00 2" \W DRIVE 01-UWAY 738 SFD OHU tit SS4"WS GS 4"WS STA 19+82 R INSTALL NEW 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE 4" SERVICE. REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE /1\ STA 18+86 R INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND /2 ABANDON EXISTING SERVICE, SEE t D2) STA 18+49 R INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 2 DR W, VE cY PP SS STA 20+25, INSTALL: / 3\ 8" 1 14' MJ ELBOW - SFD G 6 6350' STA 16+00 6330' y �``- _1 my )7,I * D at _s D (P (T (nr + j + m"'_'" co co < N.) rn cm 5 r m 33 *z m> > m0 D 7)r z)O C U)f tnm m>4 mr x A xm STA 17+00 rI D - ° zI 11V1SNI 1 9L+9 L D2 U) m> D �7r r cn + m"'" o C J o T) m U) D STA 18+00 EXISTING GROUND ELEVATION STA 19+00 STA 20+00 w - 6350' - 6345' I— -I 301 z U) D r r ✓ -NW(n ALJ U) `G 2 U) `L 2 U) O > D —1_ D ?_ D D — y , rnD , rD N + U) + r U) 00 r CO + r + N rn X7 N (I) < - n 73 0 r 0 xi in < m m 0 m ' -1 D U) m m m + xi a) (N D m A D r r 444(j) D CO W 30IA83S 831VM D N M > D r (A -I- M + n m U) D r iI rx" U) D U) D V) D m ▪ m0 + Z7 0) U1 o r O m D < m O Z7 m D 11V1SNI a r AKA U) r. D O NN 0 M N n r AS—BUILT/1 0-30-08 PJL / \ z Q L- 0 Z Ivy LLJ O UCDc�J 5 Cl_ 0 LJ I— I— Ln Q'- + EL>� U LIJ U Q w U) W zcLi w� L Q LL n_ 0 CD CL kV No. C47912 Exp. 12/31/09 CIM es. le OF CAir DATE: NOV 2007 SCALE: 1" = 20' DRAWN: TJR FILE: TATA&GRAN SHEET: P4 11 OF 22 SHEETS 55 A NOTE 1. ALL PIPE SHALL BE CLASS 150 DR18 PVC PIPE UN LES NOTE 2. PIPE MATERIAL FROM STATI( SHALL BE CLASS 350 DIP STA 21+52 L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA 21+22 L INSTALL NEW 34" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE GS SFD C2\ D2/ 7/19 /2 D2 tWSSS bR PP FAIT STA 21+00 i� 6" SS 350 DIP OR CLASS S OTHERWISE NOTED 'N 17+58 TO STATION 49+78 )R CLASS 200 DR14 PVC PIPE "WS 1 SS INSTALL 475 LF OF 8" DIP OR PVC, SEE 1 D1 AND PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY STA 22+49 L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE R/W SFD (2 STA 23+27 L INSTALL NEW a" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 1 c SS GS"WS.e D ,M1 EOP ry NEW 8' PIPELINE TAT 2 SS SS D1 SFD GS STA 23+35, NEW FIRE HYDRANT INSTALL: 8" X 6" FLG BRANCH TEE 8" FLG X MJ GATE VALVE 8" FLG X MJ ADAPTOR 6" FLG X MJ GATE VALVE APPROXIMATELY 6 LF OF 6" PVC OR DIP RESTRAINT JOINT PIPE FIRE HYDRANT ASSEMBLY VERIFY LOCATION IN FIELD W/ENGINEER STA 23+91 L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDA,OI,..FISTING SERVICE; SEE v SFD 771 SS GS r WS R/W b4 M1 DI STA 24+41 WATERLINE PROTECTION AT STORM DRAIN CROSSING, SEE (3 D)2 BEAR BOX SFD 78 GS STA 25+03 L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE (D 2 2) I SS SFD 787 3" WS OHU AY -LOP . `.. 99 ohu W TA 23+00 SSM H / , /v STA 24+0 SS 2" W T AY DRIVE WAY \IC- PP D 5s INT Sf GS G`' m GS R DRIVE WAY R ' WS STA 20+65, INSTALL: 8" 11)C MJ ELBOW -7 SFD 3 D1 STA 21+78 R INSTALL NE1 / i" WATER SERVICE CONNECT ON, REMOVE EXISTING BOX \ND ABANDON EXISTING SERVICE, SEE 1 D2 SS ,14"WS STA 22+07 INSTALL NEW a" WATER SEF VICE CONNECTION, REMOVE =XISTING BOX AND ABANDON EXIS- ING SERVICE, SEE "WS GS SS 2' RETAINING WALL SFD CUT, CAP & ABANDON EXISTING BLOW OFF PER GENERAL NOTE 11 BO- "WS GS 4"WS SSGS /60 76/1 SFD SFD A STA 22+40 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE tilt kin flats halest Call min voila ii. GS a"WS SS GS SFD STA 23+16 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 DI a STA 2 +00 P AVECR WAY DRIVET' & +ry� GS t M1 i 6 A VACANT STA 24+12 R INSTALL NEW a" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA 23+69 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE U) LANTER' SS /80 SFD 2 r Z m W 0 R GS SS i,•Wq, ,ac's/ �M1s/ SFD 0 N M1b DIRT W. 6340' I 6335' 6330' 6325' 6320' — Zw D Na r o rn W4.1; m r OJ0 STA 21+00 AEA (n N O v (J' 33IA83S SVC STA 21+18 i" WATER SERVICE U) D r U) D Cn M N M+ 73 N N STA 22+00 6330' - 6340' 6325' - 6335' 6320' — - 6330' 6315' • STA 23+00 44.1/q j,OjV - 6330' 6320' — - 6325' 6315' — 6320' 6310' — 6315' 6305' - 6310' x.. DVZi —I —I >i 5 -1 -1 > _1 -i D D --1.i* D - 773 c j (( I N .Zm) j- N (0 (nr + m + Cnc + rn<& A rn m. '_.' ---.1 < < r 0 73 m m m U) m n m N) OD (b C7 m 73 D r - 6320' 6305' D(Z U cn yZ in e' (J") :U r N Th- N D N U) + U) + 1;31 + m °'a.' W rn"' . W 4. < (T G co N o o ;a0 r m m m < 0 m D n r m STA 23+27 i" WATER SERVICE U) Z cn �D mD SSW 171 NJ xjr m + (n + cn m"'_" rn W < N n 73 m m 73 D 6300' 6305' STA 24+00 STA 25+00 — 6320' J 2 c0 U d Q ~ Mw —6315' N N EXISTING GROUND ELEVATION - 6310' 4 -La U � D m> D m> D > N 73D N 73r + (Dr - Ulm+ CO m _ CO m o cn 0) < o < J 7l n r n Z7 I _1 0.)D CO11) D U) mN o N M + v + 7% 0) m -S c U) Z 0 0 D STA 24+91 i" GAS SERVICE __cn>z U) 1 D� D D -I cn m D m N �7r cm 73m + cnr + C < --1 or M m 73 > r - 6305' - 6300' AS -BUILT/ 0-30-08 PJL / z Q �- N zWLn 0 0 N 5 � O LTJ H- — o z QW+ c( o 0 U LJ W v J zYLi Icc L1J _ Q C 00Qz 0 N EL ryi% No. C47912 Exp. 12/31/09 r'C P � lf c_^ DATE: NOV 2007 SCALE: 1" = 20' DRAWN: TJR FILE: TATA&GRAN SHEET: P5 12 OF 22 SHEETS I STA 25+71 L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SFD % 2� 781 D2 6-\ D1 I STA 26+15 L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SFD AVEL DRIV R WAY /8C SFD NOTE 1. ALL PIPE SHALL BE CLASS 350 DIP OR CLASS 150 DR18 PVC PIPE UNLESS OTHERWISE NOTED NOTE 2. PIPE MATERIAL FROM STATION 17+58 TO STATION 49+78 SHALL BE CLASS 350 DIP OR CLASS 200 DR14 PVC PIPE AI\ VERII STA 26+91 L WATER SER\ REMOVE E ABANDON EXISTI SFD GS SS t"WS STA 26+00 F" Sc 2" vv GS SS a„Wl cacg `6'Q .& SF; A 0 4''e cCR DIRT DRIV WAY S SFD STA 25+62 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE \22 1 STA 26+45 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA 25+34 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE A 2 STA 26+95, NEW FIRE HYDRANT INSTALL: 8" X 6" FLG BRANCH TEE 6" FLG X MJ GATE VALVE APPROXIMATELY 10 LF OF 6" NC OR DIP RESTRAINT JOINT PIPE FIRE HYDRANT ASSEMBLY Y LOCATION IN FIELD W/ENGINEER INSTALL NEW i" ICE CONNECTION, LISTING BOX AND JG SERVICE, SEE 2 D2 GS SS i"WS R tit INSTALL 485 LF OF 8" DIP OR PVC, SEE AND PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY STA 27+12 L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE "WS SS GS ,� SS GS iltWSI _ "WS GS SS ❑ BOX S SS �$R� • GS py,. � r , v —MI • - � Ifff� • - M -Qaiii kSIMa'J' AY In. NEW ` PIPELI/�E WAY 77+0 i, /f6' SS /-�N/ i 'ro II D � D I ansnangsmananurtl�►►le>eri�tlf �iEta., � � .lnl l� `6 T R., SFD 803 2 5 D1 SFD 807 STA 27+79 L INSTALL NEW 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE in SERVICE. REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 STA 28+37, INSTALL: 8" 45' MJ ELBOW D1 .SFD BEAR BEA BOX r WSSS /1\ STA 28+92 L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SFD 4' RAIL FENCE E Y D2 STA 29+54 L INSTALL NEW 1" WATER SERVICE LATERAL CONNECTIO WITH DOUBLE 4" SERVICE. REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE S rD 9 0 DIRT DRIV WAY tWS GS 1"WS SS GS Nk R/ "WS "WS GS S SS BEAR ❑ BOXES !-1 sSGSR :R "WS t"WS GS SS 802 SFD STA 27+10 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA 26+93 R INSTALL NEW i" WATER SERVICE CONNECTION, 1 REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA 26+50 R INSTALL NEW 1" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2" D2 2 DRIVE WAY BEAR BOX STA 28+60, INSTALL: 8" 45' MJ ELBOW 8U6 SFD A GS t"WSSS DRIVE /WAY D SFD STA 27+82 R INSTALL NEW 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE in SERVICE. REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE CD22) Knew tears below. Call before you dig. " wS SS 5FL~ GS ss,C A STA 29+28 R INSTALL NEW a" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA 28+86 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 2 2 r Z m O- w 9 0 I STA 25+00 STA 26+00 STA 27+00 EXISTING GROUND ELEVATION STA 28+00 STA 29+00 STA 30+00 DZ co —(N my N Or V1 (n + I-944? NJ C Co m r w m 0 m r STA 25+70 i" WATER SERVICE 4s -4 D O m o) xi 0 m D LJIH LOt IJ i" WATER SERVICE U) D N a, r -1 Z -1 -1 > O D D D D V) ND D O �+ + V) + mW? 1 a m D xj CO 7j X cc CO < m < 0 T/ m ▪ = - m 0 D Z 446c' 4s CA O D > D N m N U) rn * rn + m + m a A Co_ o —I m m D r -1_ D * D rn- D Ar N D N Z)D N U) ▪ + m + V) m"Rw w u) CO m"SA () < .... M M 0 r : 0 A m < m 0 m CO 70 NJ 0 4s O "x.1 U *-4•1?44 (n D D -� D m N D N �O V (j.)2> J C M + + (nW X O U v M CA X C,, < m < < m 0 PI m D r Dm O D 0 > > C N D N �7O N N N C v U)D J W + m + Ci) W + fn+ m J Co mr O CD 0 0 O( ▪ O <m N 7701 y r CO m D r r 7arrl n : < < m Z n cn m D r r liV 5 m Z U) D NJ r+ U; D * D N D N U) w —1 w + 7 171 J < A n < m 0 m DZ >cn P1> D P1> xD N XJD N V)r CO + U)r CO + m"t w m+.ti.' w < 0 < A 0 O O m m N D r z D DZ D D O (n mD (n ri NJ CO A r <D CO m+(n + m+ A Wm_".N :)N 01 70 NJ rrD O Z7 D M m A X > > C C STA 29+42 i" GAS SERVICE 11V1SNI 1 - 6325' - 6320' — 6315' - 6310' 6305' AS—BUILT�0-30-08 PJL 1 z 0 F - z a 0 LJ z w z Ld o< 0 N 0 0 + W 0 01•0 a_ F- z LTJ w U w 0 N LIDN w J L.� 0 CLZ c� 0 No. C47912 Exp. 12/31/09 CIV\\ p Te OF CAUcoc DATE: NOV 2007 SCALE: 1" = 20' DRAWN: TJR FILE: TATA&GRAN SHEET: P6 13 OF 22 SHEETS 3 Sip 87g oc •t" Ccn 1 0 STA 30+40, INSTALL: 8" X 8" FLG CROSS 4-8" FLG X MJ GATE VALVES 2-8" 45' MJ ELBOWS CUT, CAP & ABANDON EXISTING 2" PIPE PER GENERAL NOTE 11 STA 30+58 WATERLINE PROTECTION AT STORM DRAIN CROSSING, SEE 3 190 D2 �Q IV` ‘g9 1T ' kr) STA 32+26 L INSTALL NEW 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE 4" SERVICE. REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA 31+25 L INSTALL NEW 1" A WATER SERVICE LATERAL CONNECTION, /1 \WITH DOUBLE in SERVICE. REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SFD SFD 833 837 2 1 5 INSTALL 505 LF OF 8" DIP OR PVC, SEE \AIAND 01 PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY 3 D1 STA 33+70 L INSTALL NEW 1" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND 1 ABANDON EXISTING SERVICE, SEE 2 D2 STA 33+22 L INSTALL NEW 2" WATER SERVICE CONNECTION, SEC REMOVE EXISTING BOX AND S OBANDON EXISTING SERVICE, 83 - 3 "WSGS RELOCATE WATER SERVICE BOX TO EASTERN SIDE OF PROPERTY STA 34+24 L INSTALL NEW 2" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE I 84 2 SFD �7 ..,111111 •-.MSS',..� .mss DRIVE DRIVE � ®rar; i_ 1 STA 34+24, NEW FIRE HYDRANT INSTALL: 8" X 6" FLG BRANCH TEE 6" FLG X MJ GATE VALVE APPROXIMATELY 10 LF OF 6" PVC OR DIP RESTRAINT JOINT PIPE FIRE HYDRANT ASSEMBLY VERIFY LOCATION IN FIELD W/ENGINEER SFD 855 GS 2" WS SS j"WSGS STA 34+77 L INSTALL NEW 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE i" SERVICE. REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SS SFD A Ai yr •� 2 SFD 863 1105 2"WS SS SSMH • JI DRIVE \\HU SS S a .. A. ss sc. SS STA EOR -1 SSMH D LM co altalleiMMINSYM DRIVE WAY •� M16 SS "WS " SS GS DRIVE WAY cO w REMOVE VALVE BOX AND 'AVE OVER AT COMPLETION OF CONS- RUCTION, TYPICAL TWO THIS SHEET co UT, CA• ABANDON EXISTING LOW Q'F IFER GENERAL NOTE 11 hI CN FRE HYDRANT TA 3 +1 NST "X ." F GrbRANCH TEE FL' 'J -GAI = VALVE v -- PPR XIM' ELY ER LF OF 6" PVC OR DI • RESTRAINT JOINT PIPE FIRE F1IYDRANT ASSEMBLY VERIFY) LOCATION IN FIELD W/ENGINEER 1n ABANDON RNID REMOVE EXISTING n 3ROCK WALL rR 'WS SS SS BEAR BOX GS OSTS SS GS /' CTC 836 838 SFD SFD A STA 31+75 2 INSTALL NEW 1" WATER SERVICE LAT :RAL CONNECTION, WITH DOUBLE i" SERVICE. REMOVE :XISTING BOX AND /2 k.) ABANDON EXIS ING SERVICE, SEE 1 D2) FIRE 14YDFJJ NT PER GENERAL NOTE 11 CUT, CAP At1ANDON EXISTING 2" PIPE P R GENERAL NOTE 11 REMOVE A RgLATED BO ES 1 8/6 SFD 1 STA 32+42 R INSTALL NEW a" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 D2 Knew what's below. Call Ma yn m,. STA 33+78 R INSTALL NEW 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE i" SERVICE. REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 854 SFD CUT, CAP & ABANDON EXISTING BLOW OFF PER GENERAL NOTE 11 STA 34+35 R INSTALL NEW 2 WATER SERVICE CONNECTION, REMOVE EXISTING BOX LOCATED AT 31+65 AND ABANDON EXISTING SERVICE, SEE NEW SERVICE COMES ACROSS FRONT OF PROPERTY FOR THIRTY FEET 1 • X60 SFD cn n 2 r z DRIVE WAY SS L SS GS 86/1 SFD NOTE 1. ALL PIPE SHALL BE CLASS 350 DIP OR CLASS 150 DR18 PVC PIPE UNLESS OTHERWISE NOTED NOTE 2. PIPE MATERIAL FROM STATION 17+58 TO STATION 49+78 SHALL BE CLASS 350 DIP OR CLASS 200 DR14 PVC PIPE 6320' STA 31+00 T, STA 32+00 6295' — U O + D 0) z U) D MICA m+ A � K D z r z U) n r F- O D D D (,J D C4 1n N N �+ �+ M o N < m O 2) m < 0 m D.&O yz U) D j> D M0 X0 (,a 73D GJ C N r N Unm+ 11)+ Mr—N.) m44 -".a <m N < 0 O r 0 73 m m z U) D r r 6320' 6305' — — 6315' 6300' — 6310' 6295' — 6305' 6290' - 6300' 6285' 6295' 6280' — STA 33+00 STA 34+00 EXISTING GROUND ELEVATION STA 35+00 U) m 0 m STA 33+34 i" GAS SERVICE r 444 N *z 1n D - —/ D V. D m0 D P� D D W :0 W 70E (,.i c CA 73 + W + cn + 1n 0".4 m m r o J m �1 <7:14t a- M S o < m m 0 z m -1 > r r r W z J U H- oo 0 N +ALA (n 4a. U *Kt' Un * D (n D * > .4> Di4 *A D? X+ m+mi+ 0) X V - N W N 0) (,J M m m 0 77 0 m > m N 44,4 co cn X IC m cO 0 m — 6305' — 6300' — 6295' — 6290' 6285' — 6280' AS-BUILT/Q 0-30-08 PJL / z /otOFESSby\ rye cfb No. C47912 Exp. 12/31/09 .>?q CIV\1p OF DATE: NOV 2007 SCALE: 1" = 20' DRAWN: TJR FILE: TATA&GRAN SHEET: P7 14 OF 22 SHEETS "WS GS SS DIRT DRIVE iM ktws STA 35+25 R INSTALL NEW a" WATER SERVILE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SFD 863 SS 2 A /1\ STA :7+24 R INSTALL NEW 2" WAT IR SERVICE CONNECTION, RE MOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA 36+72 L INSTALL NI W 2" WATER SERVICE CONNE( TION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE SEE VACANT 867 SS 2 D2 SFD 871 GS SS u 2 D2 STA 37+72, NEW FIRE HYDRANT INSTALL: 8" X 6" FLG BRANCH TEE 6" FLG X MJ GATE VALVE APPROXIMATELY 10 LF OF 6" PVC OR DIP RESTRAINT JOINT PIPE FIRE HYDRANT ASSEMBLY VERIFY LOCATION IN FIELD W/ENGINEER SFD 873 VACANT 879 GS SS "WS SS INSTALL 515 LF OF 8" DIP OR PVC, SEE 1 D1 AND PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY 1 STA 38+39 L INSTALL NEW 2" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 D2 SFD 885 Km STA 38+81 WATERLINE PROTECTION AT STORM DRAIN CROSSING, SEE 3 STA 39+18 L INSTALL NEW 2" WATER SERVICE CONNECTION, A REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE D2 SPLI RAIL F CE GS SS OHU SPP R/W OHU -- SFD 891 0 2' ROCKS S ' WS SS 2 STA 39+62 L INSTALL NEW a" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE D2 STA 39+85 L INSTALL NEW 2" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SFD / SFD 897 SS Ns' 4"WS GS DI Ow DRIVE AY E 901 0,yR SS SFD 905 / }\QHAIN FENCE SS tws GS GS STA 1 5+00 UtM-� M SSMH W �-1 DRIVE SWAY • STA 36+00 SS SS 37+00 ESP Jr STA 38+00 SI H SSMH 6 STA 40 +00 EOF DRIVE WAY P DRIVE WAY DRIVE WAY LOP SS GS r t"WS4 rq"WS SS GS 1 z (DS? !60 SFD SFD STA 35+24 R INSTALL NEW 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE 2" SERVICE. REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SS 868 STA 36+23 R INSTALL NEW 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE 2" SERVICE. REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE GS r” W PLANERPP GS SS 2"WS SS i„WS GS LI TRASH ENCLOSURE ss tws DRIVE BO WAY - R/W C' 2„WS GS DRIVE WAY BE BO SS SS LOG FENCE STA 38+67, INSTALL: 8” 45' MJ ELBOW SS 88/1 STA 37+20 R INSTALL NEW 4 WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE (02 STA 37+77 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA 38+18 R INSTALL NEW WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE CUT, CAP & ABANDON EXISTING BLOW OFF PER GENERAL NOTE 11 STA 38+40 R INSTALL NEW 2" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 811911 knew Matsbelow. Call Mein vgg dig. 893 VACANT STA 38+48, INSTALL: 8" 45' MJ ELBOW A 89/ STA 39+80 R INSTALL NEW 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE 2" SERVICE. REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 900 90/ NOTE 1. ALL PIPE SHALL BE CLASS 350 DIP OR CLASS 150 DRIB PVC PIPE UNLESS OTHERWISE NOTED NOTE 2. PIPE MATERIAL FROM STATION 17+58 TO STATION 49+78 SHALL BE CLASS 350 DIP OR CLASS 200 DR14 PVC PIPE A 6285' 6280' STA 36+00 ro Frl -11VISN a 2Z+Sc P tfA xic (A x. cn CO CP CO ]01Ael3S SVD ,1 t1+9£ VIS mo M CA Frl TIVISNI 8 STA 37+00 STA 38+00 19 cn CA CO X OD 70 op 73 0 Frl 70 NJ M 4 -re 70 STA 39+00 OUND ELEVATION CO r Co co 5 73 M CA CO 70 0 m w ill ;Dr 04 0 m m r X OJ > 0 CD CO 0 STA 40+00 M GI CO o 0 X 01 M CA 77 01 cA CA co C CO LAW Mn CO AKA u) CO xin 04 ma -ISA co 0 0 CO din • 70 (ji • PJL 0 CD LLI 0 LiJ stk P1/4. CD No. C47912 Exp. 12/31/09 ChM- ts rn as DATE: NOV 2007 SCALE: 1" = 20' DRAWN: TJR FILE: TATA&GRAN 15 OF 22 SHEETS SFD 35 SS STA 40+35 L INSTALL NEW 2" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND FD ABANDON EXISTING SERV.ICE, SFDEE HAIN FENCE SS a"WS DRIVE --WAX --- E STA 40 SD +00 F DRIVE in WAY SS 930 SFD DIRT 1 DRI VE WAY Baa GS R/W,i >4 -RIVE OHU =E0 q$WA 909 GS SS 2 3" WS MMDRIVE WAY u GS CCtS SS r (/) SSMH "WS SFD STA 40+67 WATERLINE PROTECTION AT STORM DRAIN CROSSING, /3 SEE 2 e STA 41 +00 C A STA 41+16 L IIISTALL NEW 2" WATER SERVICE CONNECTION, REMOVE EXISTIN 3 BOX AND ABANDON EXIST NG SERVICE, SEE n PP CUT, CAP & ABANDON EXISTING BLOW OFF PER GENERAL NOTE 11 1 n STA 40+65 R INSTALL NEW 2" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SI=D 9i 1 INSTALL 500 LF OF 8" DIP OR PVC, SEE D1 AND PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY /1\ STA 41+81 L INSTALL NEW 2" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SS 2" WS GS OHU 2 W 4" FENCE A 2 VACANT 917 SS 2 e' 5St.CP A STA 43+98 L INSTALL NEW 2" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA 43+69 L INSTALL NEW 2" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE VACANT 925 — OHU •� PP ,D2/ S /W WAY 92 SFD 933 WS GS SS SFD 2"WS STA 44+63 L INSTALL NEW 2" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 1 DRIVE H u WAY 2 STA 44+79 L INSTALL NEW 2" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 917 2 F SS STA 43+00 OHU F PB BOX STA 41+75 R INSTALL NEW 2" WATT R SERVICE CONNECTION, / 1 REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE GS 2"WS SS STA 41 +20 R INSTALL NEW 2"� WAT :R SERVICE CONNECTION, / 1 \ REM AVE EXISTING BOX AND ABA 'IDON EXISTING SERVICE, SEE STA 42+ 8 R INSTALL NEW 2 WATER ;ERVICE CONNECTION, REMO\ E EXISTING BOX AND ABANDON E ;ISTING SERVICE, SEE 2 D2 SS ,' WS Knewwhat'sbelow. Call Vetere vii I111t 0 GS 920 SFD T DRIVE WAY 924 SFD 1 STA 42+58 R INSTALL NEW 2" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA 42+45, NEW ARE HYDRANT INSTALL: 8" X 6" FLG BRANCH TEE 8" FLG X MJ GATE VALVE 8" FLG X MJ ADAPTOR 6" FLG X MJ GATE VALVE APPROXIMATELY 12 LF OF 6" PVC OR DIP RESTRAINT JOINT PIPE FIRE HYDRANT ASSEMBLY VERIFY LOCATION IN FIELD W/ENGINEER RIVE WAY R SS 2"wscs ss "WS GS 28 FD STA 43+49 R INSTALL NEW 2" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SS REMOVE VALVE BOX AND PAVE OVER AT COMPLETION OF CONSTRUCTION STA 43+38 R INSTALL NEW a" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 938 SFD 2 STA 44+74 R INSTALL NEW 2" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 D2 1"ws NOTE 1. ALL PIPE 150 DRIB NOTE 2. PIPE MATE SHALL BE o 9 7 ws SHALL BE CLASS 350 DIP OR CLASS PVC PIP UNLESS OTHERWISE NOTED RIAL FROM STATION 17+58 TO STATION 49+78 CLASS 350 DIP OR CLASS 200 DR14 PVC PIPE Onix wg),F. sA"Q 6285' 6280' 6275' STA 40+00 LSI z 1 6270' 6265' — U H N STA 41 +00 d Lu 2 N w N STA 40+35 L INSTALL i" WATER SERVICE I A O A 0 p STA 40+62 R INSTALL WATER SERVICE D 0 0 m + 1n 0 C D STA 41+13 L INSTALL i" WATER SERVICE ...U) acs n(1) * (f)a D (n 3 > DO D M 4 N A 7c) 0 A C N CD A 0 m woo + mr N <m CO 0 m STA 42+00 STA 43+00 EX I TING GROUND ATI•N STA 44+00 11V1SNI 1 LL+Lb STA 41 +78 i" WATER SERVICE -NG 1n 447 (n D D D A D A 1n N —I N 1n + 73 + O a) A Uj a' < P A m5 < m m tZ) D r r 8_PIPNE A W D U) Ma N m+ Z N GI 73m D r m D r 30IA2J3S 2131VM 11VISNI 21 617+Zb 30IA83S SVC 1 U)D * D 0 D m A D A D A U) 04 m+ m + + O N W m a M < < 73 m _ a m m D m -I Z r m > I- C A m r.D N m+ Z7 A STA 43+64 L INSTALL i" WATER SERVICE STA 43+65 i" WATER SERVICE 30IA83S 831b% STA 45+00 z J 2 — 6285' O — 6280' d LLI V) w LU U) A (A CO a) ru U) sew (n D D A D A rn rn 1n W 1n m m < < n z m • m L. STA 44+71 R INSTALL i" WATER SERVICE 30IA83S 2131VM I 1n 6275' - 6270' — 6265' AS -BUILT/\ 0-30-08 PJL / z ry' No. C47912 Exp. 12/31/09 le a- cA03- DATE: NOV 2007 SCALE: 1" = 20' DRAWN: TJR FILE: TATA&GRAN SHEET: P9 6 OF 22 SHEETS 6280' — 6275' 6270' 6265' — 6260' STA 45+00 _J U I— 0 STA 46+00 d) 0 __.(n _".(n D * D -I rr > DI DI X + : + a CA (n Co N O M m r < 0 z 5 m - m D r r U) D O D D COU) rn D 4s STA 47+00 EXISTING GROUND ELEVATION STA 48+00 STA 49+00 STA 50+00 *+ WzU) > 0 D -D AO D D D + + 73 + WCOr + + O : W U) CO a)m NJ <m < r m m m < _ m r a) 0 z z -< > m -1 xi r z r _1 1 STA 45+65 L INSTALL NEW a" A1WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 9/1 9/10 DUPLEX i1\ � STA 45+65 R INSTALL NEW 1" WATER SERVICE CONNECTION, INSTALL NEW 1" METER REMOVE EXISTING BOX AND / 2 5 ABANDON EXISTING SERVICE, SEE `02) D2 STA 46+20 L INSTALL NEW 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE in SERVICE. REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SFD 9/3 rws 5 S S GS SS DRIVE( WAY 1"WS n nf1 W;G 0 A STA 47+22 L INSTALL NEW 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE in SERVICE. REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SFD SS R DRIVE WAY • OHS DRIVE att SFD 95/ SS 2 „WS "WS PP 1 SFD SS GS 5 INSTALL 462 LF OF 8" DIP OR PVC, SEE D1 AND (D1 1 PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY SFD 965 n;GS SS : i" WS i" 3 1 STA 48+23 L INSTALL NEW 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE in SERVICE. REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SFD SS OH U 9/ BRICK PILLAR BRICK GS t"WS EIS PILLAR DI DRIV,, pRIVE A H S WAY L 0 STA 48+90 L INSTALL NEW a" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA 49+47, INSTALL: �8" 45' MJ ELBOW /1\ \D1) SFD SS inWS STA 49+70 L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE CTC 4„ WS a 981 FOR 977 �OHU PP OP 7+00 SSMH DRIVE WAY 9/18 SFD STA 46+22 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE D2 952 SFD r"WS SS STA 46+29 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA 46+24, NEW FIRE HYDRANT INSTALL: 8" X 6" FLG BRANCH TEE 6" FLG X MJ GATE VALVE APPROXIMATELY 10 LF OF 6" PVC OR DIP RESTRAINT JOINT PIPE FIRE HYDRANT ASSEMBLY VERIFY LOCATION IN FIELD W/ENGINEER GS D1 GS S SFD STA 46+92 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE #i"WS SS \96/ \Sfo 2 811 2 KnwMars MIMI Call Mere In at R/W SS GAS • • • OHU — 8” W SS STA 47+75 R INSTALL NEW 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE 4" SERVICE. REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 ST WATERLINE PRO AT STORM DRAIN CR 9/0 VACANT K REMOVE VALVE BOX AND PAVE OVER AT COMPLETION OF CONSTRUCTION CUT, CAP & ABANDON EXISTING 2" PIPE PER GENERAL NOTE 11 PP DI Lb S • �L DI /LAN E �?FH EQP STA 49+92, END PROJECT INSTALL: 8" MJ GATE VALVE. } OHU -8" 45` MJ ELBOW APPROXIMATELY 25 LF OF 8" PVC OR DIP RESTRAINT JOINT PIPE COMPRESSION COUPLING AS REQUIRED 5 D1 NOTE 1. ALL PIPE SHALL BE CLASS 350 DIP OR CLASS 150 DR18 PVC PIPE UNLESS OTHERWISE NOTED /1\ NOTE 2. PIPE MATERIAL FROM STATION 17+58 TO STATION 49+78 SHALL BE CLASS 350 DIP OR CLASS 200 DR14 PVC PIPE z x. (n N D r r r 3OIA 3s sdo 11VISN1 a 9L+Lb ✓ z U) D r 1-7 N (n *KA (n fl.. (n 0 D D * r. D 0> 03-11- D o -1 a m m LD <co XJ � 7J co D'I N O U) z m m < < 0 0 m m r r r N (n 4s O a N (n O 0 O K O D z U) D D m O' 73 n m 0 0 z z m O -i 0 m x U) z CO I w D 4- + O N m O O C- m 0 cow D U) ma m + 73 co D z - 6280' - 6275' - 6270' - 6265' 6260' AS-BUILTA0-30-08 PJL z N — 0) 0 0 C( 0 W CL F- f-- Qw+ w U U g < w�In w zcyw LJ Qzo Q LL_ I__L 00Qz C ei-s\--A. rii et - 0 No. C47912 �Exp. 12/31/09 OFCO) DATE: NOV 2007 SCALE: 1" = 20' DRAWN: TJR FILE: TATA&GRAN SHEET: P10 SHEET: P11 18 OF 22 SHEETS JO C LL LL C) DEMOLISH AND REMOVE EXISTING 4" WATER MAIN. APPROXIMATELY 300 LF. NOTE 1. ALL -PIPE SHALL BE CLASS 350 DIP OR CLASS 150 DR18 PVC A PIPE UNLESS OTHERWISE NOTED INSTALL 295 LF OF 8" PVC OR DIP, SEE AND PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY U) C TEMPORARY BY F ASS LINE / TEMPORARY BY PASS LINE ST) A 2+00 NEW 8 PIPELINE - I 4 BEGIN PROJECT: BEGIN A LINE STA A 1+00, IN1 NEW 8" WITH EX REMOVE EXISTINC INSTALL: 1 - ROMAC 501 1 —8" FLG TEE 2-8" FLG X MJ 1-8" X 2" FLG 1-6" FLG GATE APPROXIMATELY APPROXIMATELY APPROXIMATELY 2— 8" COMPRES ERTIE: STING 8" 8" X 4" TEE NEW 8" PIPEIJNE W WITH WELDED STRAPS TO EXISTING GATE VALVE END CAP /ALVE LF of 8" C900 1 LF OF CLASS 250 DIP 5 LF OF 1" POLY SERVICE LINE BION FITTINGS, SEEC (4 �5 D1 D1 D1 A CONTRACTOR TO REPLACE ALL DISTURBED PAVEMENT PER TRENCH DETAIL, 3" OF AC IN EL DORADO COUNTY RIGHT C F WAY, SEE 1 STA A 3+00 0 8" STEEL kn 811 P 0 1 m 0 v w o w BY PASS LINE SHALL BE 2.5" FIRE HOSE OR HDPE OR APPROVED EQUAL. CONTRACTOR TO INSTALL AND MAINTAIN TEMPORARY BY PASS LINE PRIOR TO DEMOLITION OF EXISTING 4" WATER MAIN. BY PASS LINE TO BE FREE OF DEBRIS AND DISENFECTED PRIOR TO BEING PLACED INTO SERVICE. APPROXIMATELY 350 LF OF BY PASS LINE. F- z Q 0 `Q J /1\ STA A 3+55, INSTALL: 8" 22.5' MJ ELBOW TO MATCH ANGLE OF ROAD CONTRACTOR TO REPLACE ALL DISTURBED PAVEMENT PER TRENCH DETAIL, 3" OF AC IN EL DORADO COUNTY RIGHT OF WAY, SEE END A LINE: STA A 3+95, INTERTIE: NEW 8" WITH EXISTING 8" REMOVE EXISTING 6"X4" TEE INSTALL: 1-8" FLG TEE 3-8" FLG X MJ GATE VALVE 2-8"X6" MJ REDUCERS 2-6" COMPRESSION FITTINGS, SEE Col) hew airsbelow. Call w nvsu+ili. CO CO C) C C) 6545' 6540' 6535' 6530' 6525' 6520' STA A 1+00 STA A 2+00 6545' 6525' 6540' 6520' 6535' 6515' 6530' 6510' 6525' 6505' 6520' 6500' STA A 2+00 STA A 3+00 c,90 �'i'O i� lilt sssN )90 04,0 0,�-4.4, 1Ilk �T ' \ BEGIN PROJECT STA A 1+00 INSTALL: U Z T- CP CP (n X Cn W 0 O U Lu co ce w W z z ? 6545' 6525' 6540' 6520' 6535' 6515' 6530' 6510' 6525' 6505' 6520' 6500' STA A 2+00 STA A 3+00 6525' 6520' 6515' 6510' 6505' 6500' 6510' 6505' 6500' 6495' 6490' 6485' STA A 3+00 STA A 4+00 I J J cn A+ "' a Ln N 0 O J W rn N N cc CD + U) N _z Q CD N RD J C7 J z Q I— CD (n Z (I) 5.--< (fW LiJ ct 0 + U rw1 _ W a«Ci o< Z H W W / Z z 6510' 6505' 6500' 6495' 6490' 6485' AS-BUILT/10-30-08 PJL /1\ z Q Ucn WiSr) O O Q > L 0 W ~ z QW + 75 N- U U 4( 11C W 0_ W zccW -j W� _ CD Q LL 0_ op<z CD O EL � I N ROFESSq! g No. C47912 Exp. 12/31/09 OF CAL\C° DATE: NOV 2007 SCALE: 1" = 20' DRAWN: MAM FILE: TATA&GRAN c,90 �'i'O i� FN F�q T/p4/ 6525' 6520' 6515' 6510' 6505' 6500' 6510' 6505' 6500' 6495' 6490' 6485' STA A 3+00 STA A 4+00 I J J cn A+ "' a Ln N 0 O J W rn N N cc CD + U) N _z Q CD N RD J C7 J z Q I— CD (n Z (I) 5.--< (fW LiJ ct 0 + U rw1 _ W a«Ci o< Z H W W / Z z 6510' 6505' 6500' 6495' 6490' 6485' AS-BUILT/10-30-08 PJL /1\ z Q Ucn WiSr) O O Q > L 0 W ~ z QW + 75 N- U U 4( 11C W 0_ W zccW -j W� _ CD Q LL 0_ op<z CD O EL � I N ROFESSq! g No. C47912 Exp. 12/31/09 OF CAL\C° DATE: NOV 2007 SCALE: 1" = 20' DRAWN: MAM FILE: TATA&GRAN SHEET: P12 19 OF 22 SHEETS • DOTE 1 ALL PIPE SHALL BE CLASS 350 DIP OR CLASS 150 DR 18 PVC PIPE UNLESS OTHERWISE NOTED A CD v V) CONTRACTOR TO REPLACE ALL DISTURBED PAVEMENT PER TRENCH DETAIL, 3" OF AC IN EL DORADO COUNTY RIGHT OF WAY, SEE(1) BEGIN B LINE STA B 1+00, INTERTIE: NEW 8" WITH EXISTING 6" REMOVE EXISTING 6" X 4" TEE REMOVE EXISTING VALVE AND VALVE BOX INSTALL: 1-8" FLG TEE 3-8" FLG X MJ GATE VALVE 2-8" X 6" MJ REDUCERS 2-6" COMPRESSION FITTINGS APPROXIMATELY 5' OF 6", SEE "9 I. 0) Q • D1 /\D1/ \D1 0_ 0 w 0_ 0 w rThvx W MPORARY BY PASS L F- ID h _ I NEW 8" PIPELINE INSTALL 269 LF OF 8" PVC OR DIP, SEE 1 AND PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY J 0_ DEM�LISH AND REMOVE EXISTING 4" WAT R MAIN. APPROXIMATELY 300 LF. J 0 15'-25' TALL ILLOW BUSHES 8 -TOTAL D1 Q V) PP 0 0 w 0 cno_ Qo OW a Ailo"� d O as aSAIM. a a a./_ _ • A Nr q3 Cb 811 KNOW Wharsbelow. Call hefere yea ris. STA B 2+27, INSTALL: 8" 22.5' MJ ELBOW ko oLL- o D STA B 2+66, INSTALL: 8" 22.5' MJ ELBOW 0_ O W BY PASS LINE SHALL BE 2.5" FIRE HOSE OR HDPE OR APPROVED EQUAL. CONTRACTOR TO INSTALL AND MAINTAIN TEMPORARY BY PASS LINE PRIOR TO DEMOLITION OF EXISTING 4" WATER MAIN. BY PASS LINE TO BE FREE OF DEBRIS AND DISENFECTED PRIOR TO BEING PLACED INTO SERVICE. APPROXIMATELY 600 LF OF BY PASS LINE. 01 LL. o n STA B 3+33, INSTALL: 8" 22.5' MJ ELBOW TO MATCH ANGLE OF ROAD END B LINE: STA B 3+69, INTERTIE: NEW 8" WITH EXISTING 6" INSTALL: V C 1-8" FLG TEE 3-8" FLG X MJ GATE VALVE 2-8"X6" MJ REDUCERS 2- 6" COMPRESSION FITTINGSSEF� 3 4 D1 \jy 4' ONTRACTOR TO REPLACE ALL DISTURBED AVEMENT PER TRENCH DETAIL, 3" OF AC IN EL DORADO COUNTY RIGHT OF WAY, SEE 6485' 6480' 6475' 6470' STA B 1+00 STA B 2+00 — 6485' - 6480' 6465' — 6460' S aD J U J z Q f- O z w Lu o 3 O u OO + U d W z Q a0 H 5< w W m n z z N O + O m Q S CD N - 6475' - 6470' — 6465' - 6460' 6465' 6460' 6455' 6450' 6445' 6440' STA B 2+00 STA B 3+00 J J ( Z CO N W S m (~ 04 /I N J U) Z CD + CO 0 CO J W 3 N N 6465' 6460' 6455' 6450' 6445' 6440' 6460' 6455' 6450' 6445' 6440' 6435' STA B 3+00 STA B 4+00 A J in Z N, r) + 0 CO J W Cri + m a 1n z Q S 1n 0 C7 N U 1= (n m w 0 0 W mmCOIn 0 Q UJ Z H W W U) Z Z 6460' 6455' 6450' 6445' 6440' 6435' AS—BUILT 0-30-08 PJL / \ LC) zU w O a Q 5cc0 [-- z O w+ c 5 U U ��Q W - L J Z 4cc z_ L j- QN� LL LL CL 0< O � I N g No. C47912 Exp. 12/31/09 ,s47 OIV\\. P e OF CAL\P% DATE: NOV 2007 SCALE: 1" = 20' DRAWN: MAM FILE: TATA&GRAN TPAFFIC CO\T POL \OTES 1) ALL TRAFFIC CONTROL SHALL MEET OR EXCEED THE REQUIRED CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES & CITY OF SOUTH _AKE TAHOE STANDARDS, UNLESS NOTED THE TYPICAL TRAFFIC CONTROL PLANS ARE NECESSARY, THE AMENDED TRAFFIC CONTROL P_AN TO THE SOUTH TAHOE PUB 2) PRIOR TO CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL SL APPROVAL, A TRAFFIC CONTROL PLAN FOR HANDLING TRAFFIC 3) ALL ADVANCED WARNING SIGNS SHALL BE 36" X 36" MINIMUt'V C18" ROAD CONSTRUCTION AHEAD" SHALL BE 48" X 48" MINI FAR ENOUGH IN ADVANCE TO CONTROL TRAFFIC THROUGH THE 4) PORTABLE DELINEATORS SHALL BE A MINIMUM OF 36" HIGH A APART. 5) CONTRACTOR TO MAINTAIN ONE LANE OF FLAGGER CONTROLLE CONSTRUCTION ACTIVITY. AFTER WORKING HOURS ALL TRAFFIC TRAFFIC BARRIER REMOVED AND TRAFFIC FLOW RETURNED TO 6) CONTRACTOR SHALL MANAGE AND BE RESPONSIBLE FOR ALL - ENSURE PUBLIC SAFETY AND SHALL PROVIDE AN EMPLOYEE TC MAINTENANCE OF TRAFFIC CONTROL DEVICES. 7) ALL TRAFFIC CONTROL OPERATIONS ARE SUBJECT TO APPROVE REQUIRED TO BE ALTERED BY THE CONTRACTOR IF IT IS PER( CONDITION MAY EXIST. THE CONTRACTOR SHALL PROACTIVELY 1\ OPERATIONS & MAKE ADJUSTMENTS AS NECESSARY TO ENSUR 30 MIN DELAY POSSIBLE 30 MIN DELAY POSSIBLE F 1ENTS AS OUTLINED IN THE CALIFORNIA MUTCD) LATEST EDITION )THERWISE. IF DEVIATIONS FROM ;ONTRACTOR SHALL SUBMIT AN _IC UTILITY DISTRICT FOR APPROVAL. IBMIT TO THE ENGINEER FOR THROUGH THE PROJECT SITE. C23 "ROAD WORK AHEAD" OR v1UM. FLAG MAN SHALL BE LOCATED WORK AREA. ND PLACED A MINIMUM OF 20 FEET TRAFFIC AT ALL TIMES DURING CONTROLS SHALL BE LIFTED, NORMAL. RAFFIC CONTROL OPERATIONS TO BE ASSIGNED TO FULL TIME L OF THE ENGINEER AND MAY BE :EIVED THAT A DANGEROUS IANAGE TRAFFIC CONTROL PUBLIC SAFETY. END ROAD WORK TRAFFIC CONTROL WORK ZONE IN PROJECT AREA 30 MIN DELAY POSSIBLE FLAGGER .70000°00°7 TAPER BUFFER c •0 0 0 WORK ZONE AS NEEDED SIGNS SIGN SYMBOL 25 MPH END ROAD WORK FLAGGER c STATE DESIGNATION 0 0 000 0 0 00 00 BUFFER TAPER C23 Cl C21 MIN SIGN PANEL SIZE ALTERNATE 30"x30" 36"x36" 36"x36" C20(Rt) 36"x36" C9 C36 W1 (Rt) C30 W6 C14 NONE a 36"x36" 36"x36" 36"x36" 36"x36" 30"x30" 36"x18" C18, "ROAD CONSTRUCTION AHEAD" © 36"x36" NONE C20(Rt), "RIGHT LANE CLOSED AHEAD", USE (Lt) AS APPROPRIATE USE C20(Lt) AS APPROPRIATE C9A FLAGGER (SYMBOL) NONE W2, USE (Lt) OR (Rt) AS APPROPRIATE NONE NONE C13, "END CONSTRUCTION" 48"x18" END ROAD WORK LEGEND CONSTRUCTION/TRAFFIC CONTROL SIGN DELINEATOR DIRECTION OF TRAFFIC FLOW FLAGGER MINIMUM RECOMMENDED CHANNELIZER AND SIGN SPACING SPEED "S" MPH DIMENSION A SIGN SPACING DIMENSION B MINIMUM MERGING TAPER LENGTH DIMENSION C MINIMUM SHIFTING TAPER DIMENSION D MINIMUM SHOULDER TAPER DIMENSION E BUFFER SPACE MAXIMUM CHANNELIZER SPACING TAPER MAXIMUM CHANNELIZER SPACING TANGENT 25 125 FT 125 FT 63 FT 42 FT 158 FT 25 FT 50 FT 30 180 FT 180 FT 90 FT 60 FT 205 FT 30 FT 60 FT 35 245 FT 245 FT 123 FT 82 FT 257 FT 35 FT 70 Fl - T40 40 320 FT 320 FT 160 FT 107 FT 315 FT 40 FT 80 FT 45 540 FT 540 FT 270 FT 180 FT 378 FT 48 FT 98 FT 50 600 FT 600 FT 300 FT 200 FT 446 FT 48 FT 98 FT 55 660 FT 660 FT 330 FT 220 FT 520 FT 48 FT 98 FT 60 720 FT 720 FT 360 FT 240 FT 598 FT 48 FT 98 FT 65 780 FT 780 FT 390 FT 260 FT 682 FT 48 FT 98 FT LOCAL AGENCY FREEWAYS 1,000 FT 1,000 F7 500 FT 330 FT 1,000 FT 48 FT 98 FT PEDESTRIANS N/A 20 FT 10 FT 6 FT N/A 3 FT 6 FT BICYCLISTS USE ROADWAY SPACING 75 FT 38 FT 25 FT N/A 12 FT 25 FT ROAD WORK AHEAD 30 MIN DELAY] POSSIBLE 0 .-. U In z O0� W I— z Z If W w 1-1-1 O UUz W LU L zaz W W Qz0 Q IU CO < Q O I- N S No. C47912 Exp. 12/31 /09 lOFNA i DATE: NOV 2007 SCALE: NO SCALE DRAWN: TJR FILE: TATA&GRAN SHEET: Ti 20 OF 22 SHEETS L ROAD WORK AHEAD END ROAD WORK WENTWORTH LANE ROAD WORK END J ROAD WORK AHEAD END ROAD WORK END ROAD WORK PANTHER LANE TAYLOR WAY Z W I- GARONER STREET END ROAD WORK END ROAD WORK U w p hs at' No. C47 `\\\ Exp. 12/31/09 l CIV\ -/p �?l CAL\F j DATE: NOV 2007 SCALE: NO SCALE DRAWN: TJR FILE: TATA&GRAN SHEET: T2 21 OF 22 SHEETS END 1 ROAD WORKJ-\\ END ROAD WORK FOPEST VT\ DR CRAE\ITE MT\ CR GRANITE MTN DR IRON VST\I CIRCLE R CY\ M T \ C, END ROAD WORK END ROAD WORK 0 CRA\ TF VOL\ PROJECT AREA A 'I'ROAC WAR\ S G\ nLACF V F \O SCALE TA \T (Th ROFESSKw4� /�" e� tiF�y\ 1� 16 I No. C47912 " Exp. 12/31/09 9-1 /FOrCA/ DATE: NOV 2007 SCALE: NO SCALE DRAWN: MAM FILE: TATA&GRAN SHEET: 13 22 OF 22 SHEETS