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WL177( AS -BUILT 11-05-08 MAM 1 F U W 0 cc r1 w 0zw <>< W L_L_ a_ tkio I-1-1 o o N W z 12( LLJ DATE: MAY 2007 SCALE: NO SCALE DRAWN: MAM FILE:2008ALTAHOE G OF 37 SHEETS IATERI,Is-E SOUTII TAIIOE BOARD OF DIRECTORS SOUTH TAHOE PUBLIC UTILITY DISTRICTCARSON 2008 REPLACE)1E.7 PU„ILIC 4 / m AL TO TAI/IOE UTILITY 50 PROJECT I OJECT DISTRICT RENO � TRUCKEE 9 MINDEN GAR DNERVILLE h 89 431 CITY SOUTH�r/ LAKE TO SACRAMENTO LAKE TAHOE 89 DIRECTORS ERIC SCHAFER DALE RISE ERNIE CLAUDIO JAMES R. JONES MARY LOU MOSBACHER GENERAL MANAGER RICHARD SOLBRIG, P.E. APPROVAL: �� TAHOE 0 WOODFORDS LOCATIONS m 88 4 TO STOCKTON VICINITY MAP PAUL SCNTO, P.E. N0. CE 51828 SOUTH TAHOE PUBLIC UTILITY DISTRICT DATE ( AS -BUILT 11-05-08 MAM 1 F U W 0 cc r1 w 0zw <>< W L_L_ a_ tkio I-1-1 o o N W z 12( LLJ DATE: MAY 2007 SCALE: NO SCALE DRAWN: MAM FILE:2008ALTAHOE G OF 37 SHEETS P4 P7 LAE_ TAH0 AL A OF Si1-VI LA"0 T NO SCALP LAK EVIEW AVE MERCEO AVF- P6 P7 AVE rr - P8 SII- ET I\3- X SHEET G1 G2 G3 G4 D1 D2 TITLE COVER PAGE SHEET INDEX PAVING PAN GENERAL NOTES DETAILS DETAILS P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P12 P13 P14 P15 P16 P17 P18 P19 P20 P 1 22 P23 P24 P25 P26 P27 T2 AL AL AL AL AL AL AL AL AL AL AL AL AL AL AL AL AL AL AL AL TAHOE TAHOE TAHOE TAHOE TAHOE TAHOE TAHOE TAHOE TAHOE TAHOE TAHOE TAHOE TAHOE TAHOE TAHOE TAHOE TAHOE TAHOE TAHOE TAH HA TW WATERLINE WATERLINE WATERLINE WATERLINE WATERLINE WATERLINE WATERLINE WATERLINE WATERLINE WATERLINE WATERLINE WATERLINE WATERLINE WATERLINE WATERLINE WATERLINE WATERLINE WATERLINE WATERLINE WATERLINE INE APIS RA PHASE TWO CAPISTRANO PHASE TWO CAPISTRANO PHASE TWO PALOMA PHASE TWO PALOMA PHASE TWO P ICER WA - PROJECT PROJECT PROJECT PROJECT PROJECT PROJECT PROJECT PROJECT PROJECT PROJECT PROJECT PROJECT PROJECT PROJECT PROJECT PROJECT PROJECT PROJECT PROJECT PROJECT PRO ECT 0 TRAFFIC P_AN 3C EMU P10 A/ Id C m 0 J. 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LI CONTACTS CALTRANS 24HOUR EMERGCY (530) 426-7600 (916) 859-7900 CITY OF SOUTH LAKE TAHOE POLICE DEPARTMENT NON—EMERGENCY 530 542-6100 CITY OF SOUTH LAKE TAHOE PUBLIC WORKS DEPARTMENT (530) 542-6030 SOUTH TAHOE PUBLIC UTILITY DISTRICT (530) 544-6474 EL DORADO COUNTY ENVIRONMENTAL MANAGEMENT (530) 573-3450 A (7 REGION 88-4547 NTNG AGENCY SOUTHWEST GAS (NATURAL GAS) (800) 772-4555 CHART OM • ` 10 . (CABLE TV) (775) 588-1077 SIERRA PACIFIC POWER (ELECTRIC) (530) 541-1628 6:•-4 e. -. ECT ATT/SBC (TELEPHONE) 611 (PRESS "0" FOUR TIMES) (800) 310-2355 OPTION #2 11)1 8tr- Know what sbelow. Call b :fore you dig. LEGEND EXISTING: EDGE OF PAVEMENT: SEWER FORCE MAIN: 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: PROPOSED: WATER MAIN LINE: SVC & FH LINES: 90' ELBOW: 45' ELBOW: TEE: CROSS: REDUCER: WATER VALVE: FIRE HYDRANT: THRUST BLOCK: BLOW OFF: EOP EOP 16" STEEL FM SS W GAS ELEC TEL AN D SS W GAS ELEC TEL CAN SD R/W R/W • O U 0 o, 4 a Fl 0 N 0 a —0 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 Al FRT 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 POTHOLE 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 REVEGETATED BY THE CONTRACTOR IN ACCORDANCE WITH THE TAHOE REGIONAL PLANNING AGENCY HANDBOOK OF BEST MANAGEMENT PRACTICES. APPLICATION OF A MULCH MAY ENHANCE VEGETATIVE ESTABLISHMENT. 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 PARK ON EXISTING PAVED SURFACES OR EXISTING COMPACTED ROAD SHOULDERS. 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 SCOTCH CAST 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 AS 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 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 SAW CUTTING OPERATION IMMEDIATELY AFTER SAW CUTTING BY USING ADEQUATELY SIZED VACUUMING EQUIPMENT TO ACCOMMODATE THE REMOVAL PROCESS. 21) WHEN HOT TAPPING A WATER MAIN: CONTRACTOR SHALL EXCAVATE, SHORE AND SHIELD EXISTING WATER MAIN. CONTRACTOR SHALL PRESSURE TEST, SADDLE AND GATE VALVE PRIOR TO HOT TAP. CONTRACTOR SHALL PROVIDE ACCESS AND TRAFFIC CONTROL FOR DISTRICT CREWS TO HOT TAP WATER MAIN. CONTRACTOR SHALL REQUEST IN WRITING TWO (2) WEEKS IN ADVANCED FOR DISTRICT CREWS TO PERFORM HOT TAP. DISTRIBUTION OF UNIT PRICE BID ITEMS ITEM DESCRIPTIONS UNIT P1 P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P12 P13 P14 P15 P16 P17 P18 P19 P20 P21 TOTAL 8" WATER MAIN PVC C 900 (DF 18) OR DIP CLASS 350 LF 485 580 431 15 396 425 346 465 450 429 65 475 50 76 150 404 60 445 370 205 6322 8" WATER MAIN PVC C 900 (DE 14) LF 460 410 425 235 465 325 425 55 115 2915 6" WATER MAIN LF SERVICES: 5/4 EA 1 2 1 1 4 4 9 8 6 6 4 6 4 7 4 7 5 7 86 1" EA 3 1 1 3 1 4 2 1 1 1 2 2 2 5 2 1 32 1 1/2" EA 1 1 1 2 1 6 2" EA 2 1 1 2 6 DOUELE 3/4" EA 1 1 2 1 1 2 2 1 11 DOIBLE 1" EA 1 1 1 3 METERS: 1" EA 3 1 1 3 1 6 2 3 1 3 2 2 2 5 2 1 38 1 1/2" EA 1 1 1 2 1 6 2" EA 1 1 2 4 INTERTIES EA 2 3 1 1 1 1 1 1 1 2 1 1 1 1 1 1 2 1 1 1 25 FIRE HYDRANTS EA 2 1 1 1 1 2 2 1 1 2 1 1 1 1 1 2 1 1 23 ABANDON EXISTING FIRE HYDRANTS EA 1 1 1 1 4 CUT AND CAP EA 2 1 1 1 2 2 1 3 1 2 1 2 1 3 1 1 2 1 28 WATER LINE PROTECTION AT SEVER OR STORM DRAIN CROSSING LF 20 60 20 20 60 20 20 60 20 40 20 360 CONCRETE ROLLED CURB AND CUTTER LF 10 10 K AS—BUILT//��11-05-08 MAM /1\ H- U Li 0 L 0 7 LTJ iE Li F— Q 0 I ,j z U nn W W If LTJ oo �w N w C� NJ l' W ci Q �t, & No. 51828 * Exp. 6/30/08 CIVW gIFOF CAL1� DATE: MAY 2007 SCALE: NO SCALE DRAWN: MAM FI LE:2008ALTAHOE /\ OF 37 SHEETS 4, AS -BUILT 1-05-08 MAM FILE:2008ALTAHOE DATE: MAY 2007 SCALE: NO SCAL DRAWN: MAM NOTES: 1) ALL A.C. TRENCH PAVEMENT REPLACEMENT PLACED OUTSIDE THE CAL -TRANS R.O.W. SHALL BE PLACED 3" IN ONE LIFT. 2) CONTRACTOR PAY ITEM FOR TRENCH WIDTH PLUS 12" TO SAW CUT. TRENCH WIDTH AND TRENCH PAVEMENT REPLACEMENT EXCEEDING MAXIMUM AS DESCRIBED HERE IN AND IN THE SPECIFICATIONS 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 CLASS 2 AGGREGATE BASE COMPACTED TO 95% RELATIVE COMPACTION. CITY OF SO. LAKE TAHOE R.O.W. = 6" 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. "THICKNESS OF REPLACEMEN T AC PAVEMENT" CITY OF SO. LAKE TAHOE R O.W. = 3" EL DORADO CO. R.O.W. = 3" CAL -TRANS R.O.W. = 4" OUTSIDE R.O.W. MN = 2 3" 'XX YX1 4 12"MAX. 6 MIN. '. a 4 4 12" MAX CITY SLT R.O.W. 6" MAX EL DORADO CO R.O.W. l 12" 12"MAX. 6"MIN. PIPE O.D. 6" I z I TRENCH DETAILS - WITHIN PAVED AREAS D1 NO SCALE THRUST BLOCK AREA REQUIRED - SQUARE FEET w a 0 a 0 H- 0 H- TYPE Cf nnitcW/ 90' BEND 45' BEND 22.5 BEND 11.25 BEND TEE TEE PLUG CROSS W/ PLUG CROSS WI PLUGS TYPICAL INSTALLATION ,,;.0 I// Irarti+1 3.0 -.„,n.'''.,',,'' / Ilit ., . ,, �' Av , . ver'''. SIZE OF PIPE 6” 4 4 2 2 4 4 4 4 8" 10 6 3 3 10 10 10 10 10" 12 8 4 4 15 15 15 15 12" 16 10 6 6 20 20 20 20 14" 21 12 6 6 22 21 22 21 16" 27 15 8 8 22 27 27 27 18" 45 25 13 13 32 45 45 45 24" 65 35 18 18 45 65 65 65 NOTES: MIN. 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 BEARING STRENGTH OF 1500 PSI. 5) NUTS AND BOLTS ON ALL MJ FITTINGS SHALL BE PAINTED WITH TWO COATS OF KOPPERS 505, TNEh EC 46-450', AMERON OR EQUAL, 15 MILS EACH COAT. TYPICAL THRUST BLOCK DETAIL \DI / 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) TYPICAL TP 12"MAX. 6"MIN. 12"MAX. a 6"MIN. PIPE O.D. I D I z I 12" w a a a 0 a 0 I- 0 \CH SECTION- OUTSIDE PAVED AREAS D1 EXISTING GRADE SAND SLURRY BACKFILL, SEE NOTE 11 PVC RISER, SEE NOTES 3, 10 10 GA. PTW INSULATED SOLID COPPER TRACER WIRE, SEE NOTE 5 NO SCALE 6" LOOP IN TRACER WIRE c VALVE BOX, TYP. SEE NOTES 3 & 4 GATE VALVE SUPPORT BLOCK DIMENSION 6" 2.0 USE 1-4" X 6" X 16" 16" 8" PRECAST STRUCTURAL 18" SUPPORT BLOCK 10" 18" A B D I INSTALL SELF CENTERING ALIGNMENT RING WITH SLIDING ADJUSTER, TYP. SEE NOTE 9 GATE VALVE CAST IN PLACE CONCRETE A (VT) 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 UNE 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 UD 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". WATER VALVE DETAIL D1 / NO SCALE FITTING AND PIPE RESTRAINT LENGTH REQUIREMENTS mE oP rams 90' BEND 45' BEND 22.5' BEND 1 1.25' BEND TEE BRANCH* TEE W/ PLUG REDUCER** VALVE INLINE VALVE AT END DEAD END TYPICAL INSTALLATION ,t41). . 8e:I . ._., t:1723 .„,... , SIZE OF PIPE 6" PVC DIP 14' 16' 6' 7' 3' 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 COAT. 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 FILTER FABRIC OVER DRAIN ROCK MIN. 12" — 3/4" DRAIN ROCK HYDRANT WEEP HOLE TO REMAIN CLEAR CONCRETE SUPPORT BLOCK CONFORMING TO SPECIFICATIONS NOTES: RESTRAINT LENGTH SCHEDULE D1 / NO SCALE 01 Ito br'4, 4" OUTLET FACING STREET UNLESS OTHERWISE NOTED OR DIRECTED i% RESTORE TO PRE—EXISTING GRADE INSTALL SELF CE BACKFILL AND NRG COMPACTION REQUIREMENTS ALIGNMENT RE SEE IN d' PER SPECIFICATIONS NOTE 9 SEE NOTE 5 „Air" 6" FLG X MJ GATE VALVE, SEE PLANS FOR LOCATION VALVE BOX & COVER SEE NOTE 3 8" PVC RISER PIPE 10 GA. PTW SOLID COPPER TRACER WIRE SEE NOTE 2 1) ARE HYDRANT SHALL BE MUELLER A-423 "CENTURION" OR WATEROUS PACER TRAFFIC MODEL WB6700P WITH 2-2i" 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". (6) FIRE HYDRANT DETAIL Di NO SCALE FINISHED GRADE TYPICAL VALVE BOX, SEE NOTES 11 & 12 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: BRASS NIPPLE & COMPRESSION TYPE TUBING CONNECTION INSTALL COME ?ESSION COUPLING BE WEEN NEW AND EXIST. M dNS CLAMP TRACE? WIRE TO EXISTING MAIN, SEE NOTE 5 EXIST. WATER MAIN 6—INCH DIAMETER AND UNDER (2—INCH SHOWN) SEE NOTE 4 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 CONFORMING 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 FLANGED 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 NE.V WATER MAIN TEE TO 6" X 6" FLANGED GATE VALVE AND 6" COMPANION FLANGE THREADED FOR THE APPROPRIATE SIZE INTERTIE R 4) THE INTERTIE SHALL CONSIST OF 200 PSI CLASS POLYETHYLENE TUBING HAVING THE SAME INSIDE DIAMETER AS CORRI SPONDING SIZES OF IRON PIPE FOR i" TO 1" LINES AND COPPER PIPE SIZE FOR 1 }" TO 2" LINES AND COUPLED TO THE EXISTING W (TER MAIN 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 CL\MPED 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 MAII. SIZE 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 AC;ORDANCE 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 FLOW 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 S CK 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. 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" INTETTIE TO EXISTING NO SCALE MAINS U\UEP C" 4' 6' 3/) ZONE "B" C ZONE NOTES: 1) PARALLEL CONSTRUCTION WILL BE ALLOWED ONLY WHEN 10' SEPARATION BETWEEN SEWER AND WATER MAINS CANNOT BE MAINTAI JED. 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. TPENCH SECTION FOR PA NO SCALE PALLEL CO\ST DUCTION DISTANCES SHALL BE UNIFORM FROM BACK OF PROPERTY UNE TO EDGE OF WATER BOXES - 2' MAX. —I 6" SEE NOTE 7 RESTRAINT TYPE COMPRESSION COUPLING AS REQUIRED FOR POLYETHYLENE X TYPE SERVICE MATERIAL. 3/4" POLYETHYLENE TUBINGTh")i MUELLER #300/B20283 CURB STOP OR EQUAL I•I I.1 r_n .f i IMUM. al n. U -- 4" SDR 35 RISER NOTCHED TO FIT OVER CURB STOP AND SERVICE LINE POLYETHYLENE TUBING 10 GA. PTW SOLID COPPER TRACER WIRE CORP.STOP SEE NOTE 3 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 13"-2". 4) SINGLE HOUSE SERVICE SHALL BE in POLYETHYLENE WITH " 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 "-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. 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/B25029 CORP. STOP OR EQUAL DOUBLE SERVICE NOTES: 1) METER SHALL BE SENSUS SRII REGISTERING IN 100 CF AND MUST BE PROPERLY MOUNTED ON FORD RESETTER MODEL VB43-W FOR %'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 VA.", 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 3" 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. FINISHED GRADE 10 GA. PTW SOLID COPPER TRACER WIRE 2 WATE P SEPVICE DETAIL D2y 8" MAX NO SCALE 4" kL7771. 4" SDR 35 PVC RISER SUPPLY FROM DISTRICT SOURCE 3" HARD FOAM INSULATION OUTLET TO 7 PROPERTY OR EQUIPMENT 8) METER BOX MUST BE NO MORE THAN 18" FROM DISTRICT SERVICE VALVE BOX. 5 WATER METED 3/4" TO 1" D2 NO SCALE SANITARY SEWER OR STORM SEWER LINE NOTES: NOTES: WATER MAIN IS ABOVE SANITARY SEWER OR STORM SEWER LINE zNO JOINTS IN THIS AREA OR 4—INCH MIN SAND CEMENT SLURRY ENCASEMENT OR PIPE SLEEVE, SEE NOTE N OD 1n w PLAN VIEW 10' MIN TYP. pt9 N NO PIPE JOINTS IN THIS AREA OR 4—INCH MIN SAND CEMENT SLURRY ENCASEMENT OR PIPE SLEEVE, SEE NOTE 9 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. I 3'\ WATER VAIN PPOTECTION AT SEWED CROSSING CC FINISHED GRADE 18" MAX NO SCALE BRONZE BOLTS, TYP BOTH SIDES, SEE NOTE 9 X 'C N00 N 10 GA. PTW SOLID COPPER TRACER WIRE 4" SDR 35 PVC RISER SUPPLY FROM DISTRICT SOURCE 3" HARD FOAM INSULATION OUTLET TO PROPERTY OR EQUIPMENT 1) METER SHALL BE SENSUS W-160 DRS TURBO -METER REGISTERING IN 100 CF. 13" METERS SHALL BE INSTALLED USING FORD RESETTER MODEL VBB46-HB. FOR 2" METERS FORD MODEL VBB47-HB OR APPROVED EQUIVALENT SHALL BE USED. 2) IN LIEU OF RESETTER, METER CAN BE MOUNTED ON TYPE K RIGID COPPER PIPE WITH FORD MODEL BFA13-666W ANGLE BALL VALVE FOR 13" OR BFA13-777W ANGLE BALL VALVE FOR 2". OVERALL DIMENSIONS MUST EQUAL THAT OF RESEIIER INCLUDING 1" FORD MODEL B11 -444-W VALVE IN BYPASS. 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 RESETTERS OR IF RESETTERS ARE NOT USED, IMMEDIATELY DOWNSTREAM OF METER AND BYPASS. 5) METER BOX IN NON -TRAFFIC AREAS SHALL BE "CHRISTY" MODEL B-36 WITH STEEL B-36 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 3" 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 EXISTING DISTRICT VALVE BOX. 9) BRONZE BOLTS AT METER FLANGES ONLY. G62y WATEP METE; 1 1 /2" TO 2" NO SCALE AS—BUILT 11-05-08 MAM 1 J\A' SN, �Z c No. 51828 Exp. 6/30/08 CIV\\- TE OF CAUL% DATE: MAY 2007 SCALE: NO SCALE DRAWN: MAM FILE:2008ALTAHOE 1 vL 6 OF 37 SHEETS I NOTES: 1) WHERE NEW WATERLINE CROSSES EXISTING SEWER LATERALS AND THE SEWER LATERAL 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 CLA. S 2 AGGREGATE BASE MATERIAL AS REQUIRED BY THE ENGINEER. Zn II L EXIST. SEWER LATERAL L d \ 5' MIN.\ \ \ \ \ \ \ �...d d d'd..,, d�^- Ga d' did 21. 4 (i3; SEWED LATERAL D A d e• d TRENCH WIDTH PEPLACEME •< a-: d d LL 4. - SII \T — C BURY TOE OF FILTER FABRIC IN 6"x6" TRENCH ON UPHILL SIDE NO SCALE =Ilii SE : NOTE NO. 3 EXIST. SD ER LATERAL POSSI\G PIPE= TRENCH STAKES © 6' OC W/WELDED WIRE FABRIC. DRAPE FILTER FABRIC OVER FENCE AND TIE WITH TIE WIRES. NOTE: PLACE FENCING SUCH THAT STORM RUNOFF CANNOT PASS UNDER OR AROUND 4 EROSION CONT POL FENCE �D3 NO SCALE STACK GRAVEL BAGS TIGHTLY AROUND DROP INLET ABUTTING CURB. USE DROP INLET FILTERS AS NECESSARY /2� PAINAGE INLET SEDIIVE \T PROTECTION ,D 3y NO SCALE 48" METAL T POSTS BEYOND DRIP LINE 48" HIGH ORANGE PLASTIC OR WIRE MESH FENCE r-5- VEGETATION PROTECTION NO SCALE 12" FIRER OR COIR ROLL WOOD STAKES BOUND AT TOP FINISHED GRADE NOTE: ALIGN FIBER ROLL ALONG CONTOURS Col P LOG PLACEMENT NO SCALE LOCATE SPOIL UPHILL OF OPEN TRENCH SECTION OPEN TRENCH SECTION SLOPE (TYP) FILTER FENCE SEE DETAIL 4 NOTES 1. RELOCATE FILTER FENCE BARRIER AS NECESSARY. 2. THIS DETAIL ALSO PERTAINS TO ANY EXCAVATION LEFT OPEN OVERNIGHT. NO EXCAVATED MATERIAL CAN BE STORED ON SITE. 3. THIS DETAIL SHALL ALSO BE USED TO PROTECT ANY LOW LYING DRAINAGE AREAS OR DOWN SLOPE DRAINS. K6� PIPELINE TRENCH NO SCALE AS—BUILT 11-05-08 MAM 1 Q. No. 51828 Exp. 6/30/08 J>qr CIV\\ f OF GADO% A SC/G�Gc DATE: MAY 2007 SCALE: NO SCALE DRAWN: MAM FILE:2008ALTAHOE AS—BUILT 11-05-08 MAM 1 F- U O 0 I W Q <>I1I W fl U CL tic Li j j o�z CN W W z0 w c3 QiT No. 51828 Exp. 6/30/08 J?qT IV\ . OF CAUt% A-SC/04 DATE: MAY 2007 SCALE: NO SCALE DRAWN: MAM FILE:2008ALTAHOE 1 \8 OF 37 SHEETS 1 APPROXIMATE SQ FT FOR 2" MILL AND OW RLAY AT 4 -WAY INTERSECTIONS BELLEVUE/SAN FRANCISCO 2,500 ALAMEDA/RIVER' SIDE 2,900 SAN JOSE/FRESNO 2,300 ALAMEDA/HARRI3ON 1,000 SAN JOSE/NEVADA 1,500 TALLAC/BERKEI EY 2,800 ALAMEDA/BERKELEY 2,800 TALLAC/FR ESP0 2,400 ALAMEDA/FRESNO 2,200 TALLAC/NEVAE A 2,300 ALAMEDA/NEVADA 2,400 TALLAC/SAC RAME NTO 2,300 ALAMEDA/NEVADA 2,400 TALLAC/OAKLAID 1,900 ALAMEDA/SACRAMENTO 2,900 TALLAC/PASADE NA 1,900 ALAMEDA/OAKLAND 2,900 TALLAC/RIVERS DE 2,000 ALAMEDA/PASADENA 2,900 TALLAC/HARRIS )N 1,700 TRENCH PATCH PER DETAIL 1 /D1 2" MILL AND OVERLAY IYPICAL LIVITS FOR PAVEME\T PEPAIR AT FOUP V1 AY INTERSECTIONS WITH MULTIPLE TPEINCH PATCHES_ D4 NO SCALE THESE DEIAILS WHE RE A N N N N N N »ED APPROXIMATE SQ FT FOR 2" MILL AND OVERLAY AT 3 -WAY INTERSECTIONS BELLEVUE/TALLAC 1,700 BELLEVUE/SAN JOSE 1,700 BELLEVUE/ALAMEDA 1,700 BELLEVUE/BERKELEY 1,700 R/W R/W R/W R/W TRENCH PATCH PER DETAIL 1 /D1 2" MILL AND OVERLAY TYPICAL LIMITS FOP PAVEMENT PEPAIP AT THPEE WAY \TEPSECTIONS WITH MULTIPLE TRENCH PATCHES EY AD J E N DUM NO SCALE #2 AND CHANGE OPDE P 6" 8' LONG STEEL POST 4' a ROUNDED CONCRETE CAP 4" X 1/4" STEEL POST, SEE NOTE #5 A/C TO MATCH EXISTING � SLOPE CONCRETE, a SEE NOTE #3 24" CONCRETE BASE (3000 PSI) SEE NOTE #2 4. 8' LONG STEEL POST 4' 24" 6" BOLLARD — OUTSIDE PAVED AREA BOLLARD — PAVED AREA PROFILE PROFILE L 4" X 1/4" STE POST 10" CONCRETE COLLAR BOLLARD PLAN VIEW NOTES: 1) BOLLARDS WITHIN THE CITY OF SOUTH LAKE TAHOE USED AS FIRE HYDRANT PROTECTION SHALL BE PAINTED WITH A MINIMUM OF THREE (3) COATS OF SPRAY MATE "ALUMINUM METALLIC", COLOR CODE 0180, OR APPROVED EQUAL. BOLLARDS WITHIN EL DORADO COUNTY SHALL BE PAINTED WITH A MINIMUM OF THREE (3) COATS OF "TRAFFIC YELLOW" SHERWIN—WILLIAMS SHER—CRYL B66-300, OR APPROVED EQUAL. 2) ALL CONCRETE SHALL BE PLACED ON UNDISTURBED SOIL OR A MINIMUM OF SIX INCHES (6") OF COMPACTED CLASS TWO AGGREGATE BASE COMPACTED TO 95% RELATIVE COMPACTION. 3) CONCRETE SHALL BE MOUNDED AND SLOPED TO DRAIN WATER AWAY FROM THE POST. 4) ALL BOLLARDS SHALL BE FILLED WITH 3000 PSI CONCRETE. 5) SCHEDULE 40 GALVANIZED STEEL PIPE OR QUARTER INCH (1/4") STEEL STRUCTURAL TUBE MAY BE USED. 3 SAFE I Y 3OLLAPDS ,D4y NO SCALE REMOVE VALVE BOX AND PAVE OVER AT COMPLETION OF CONSTRUCTION EOP R/W DRIVE WAY CUT, CAP AND ABANDON EXISTING 1" WATER MAIN PER GENERAL NOTE 11, SEE SECTION 1-8, WORK SEQUENCE AND CONSTRAINTS OF THE SPECIAL CONDITIONS. CD m 0 m O 0 0 D m m STA 1+61, NEW FIRE DRANT INSTALL: 1-8" X 6" FLG BRANC TEE 1-6" FLG X MJ GATE SALVE APPROXIMATELY 10 LF OF 6" PVC OR DIP RESTRAINT JOINT PIPE FIRE HYDRANT ASSEMBLY VERIFY LOCATION IN FIELD W/ENGINEER SEE INSTALL 485 LF OF 8" PVC OR DIP, SEE D11 )AND( D1) PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY 3 D1 STA 3+69, NEW FIRE HYDRANT INSTALL: 1-8" X 6" FLG BRANCH TEE 1-6" FLG X MU GATE VALVE APPROXIMATELY 10 LF OF 6" PVC OR DIP RESTRAINT JOINT PIPE FIRE HYDRANT ASSEMBLY VERIFY LOCATION IN FIELD W/ENGINEER, SEE 1 1 BEGIN A LINE, STA A 1+00 STA 3+95, NEW 8" VALVE ASSEMBLY INSTALL: 1-8" FLG EE Xi 5 i 3-8" FLG X MJ GATE VALVE, SEE D11 (�D�11 A DIRT DRIVE WAY Q D m DIRT ROAD STA 2+00 EOP NEW 8" PIPELINE STA 3+00 I R STA +00 STA 5+00 STA 6+00 EOP ITCH111 'L l LLf- V( /l i'\ Vl ESP EOP — Z DRIVE WAY 2" GAS 1+ R/N GS DRIVE WAY BEGIN PROJECT: STA 1+00, INTERTIE: INSTALL: 18"X8" TAPPING SADDLE 1-8" GATE VALVE 5 D1 0 (n CONTRACTOR TO EXCAVATE, SHORE AND SHIELD EXISTING 18" WATER MAIN. CONTRACTOR TO PROVIDE ACCESS AND TRAFFIC CONTROL FOR DISTRICT CREWS TO HOT TAP 18" WATER MAIN; CONTRACTOR TO PRESSURE TEST SADDLE AND GATE VALVE PRIOR TO HOT TAP; CONTRACTOR SHALL PROVIDE IN WRITING 2 WEEKS ADVANCED NOTIFICATION TO DISTRICT FOR HOT TAP. INSTALL SADDLE JUST WEST OF EXISTING 18" 90' ELBOW ss STA 'S;+0( 6" SS EC STA 5+20: WATERLINE PROTECTION AT EXISTING 8" STORM DRAIN, SEE 2 N 811 anwharshelow. Calhoun iii. I' EOP 6255' 6250' 6245' 6240' 6235' 6230' STA 1+00 STA 2+00 STA 3+00 STA 4+00 STA 5+00 STA 6+00 EXISTING GROUND ELEVATION W 8 PIP LINE cL, Z In _J Ln � U � 0 W W Z CC 30 0 0 d 0 pp W Z��DC W wI- O] (/) ZZ 1- + a DC W W U) (DCO Lo + V) CD J I- V) fr- N J J Q W (jam U ZZ > Q DC P')d' (.6 vo += + Q w Q CD ALL 0 nit btu U') W W N W 7 J 2 0 I- I- I- Z 2 z z _Q O co 0 Z _ W Pr) _ �a a W UJ tr M (1 CO (nU_ 4 C O ct N 0 In OI— V) (n co 6255' 6250' 6245' 6240' 6235' 6230' AS -BUILT 11-05-08 MAM W 0 z MQ W 0 0 CN U11) W �- O (� O 1—o zo 5 w Q 4cS v J LLJ LLI J W LL 0 C < 4cc �z OL Exp. 6/30/08 C „kip or A DATE: MAY 2007 SCALE: 1"=-- 20' DRAWN: MAM FILE:2008ALTAHOE SHEET: 9 OF 37 SHEETS LJ zLC) STA 6+00 R/W BEGIN B LINE, S B 1+00 STA 6+42, NEW 8" VALVE ASSEMBLY INSTALL: 1-8" FLG TEE 3 3-8" FLG X MJ GATE VALVE D1 (D51) ►.:!Q�—jai. ! 2 SS STA B 1+10 EOP INSTALL 575 LF OF 8" PVC OR DIP, SEE Di AND PROVIDE RESTRAINED JOINTS WHERE REQUIRED BYK, D1J DRIVE Y PRIVATE WELL BEGIN C LINE, STA C 1+00 STA 8+90, NEW 8" VALVE ASSEMBLY INSTALL: 1-8" FLG TEE 3-8" FLG X MJ GATE VALVE, SEE / ';TA 7+00 NEW 8" PIPEUNE STA 8+00 ECP STA 9+00 EOP NEW 8" PIPELINE t B/ LL/ VLJ/ EOP 2" GAS //- EOP STA C 1+15 STA B 1+10: WATERLINE PROTECTIC V AT 6" SEWER MAIN TYPICAL 3 OF THIS SHEET, SEE 6255' 6250' 6245' STA 6+00 STA 7+OC CL W 6240' (1) 6235' 6230' W W N W 7' 13� STA 8+30: WATERLINE PROTECTION AT 6" SEWER MAIN TYPICAL 3 OF THIS SHEET, SEE 3 CD2 Know what's below. Cell before You dig. U) EOP N BEGIN D LINE, STA D 1+00 STA 10+15, NEW 8" VALVE ASSEMBLY INSTALL: 1-8" FLG TEE 3-8" FLG X MJ GATE VALVE 1-45' MJ ELBOW, SEE STA 9+25: WATERLINE PROTECTION AT 6" SEWER MAIN TYPICAL 3 OF THIS SHEET, SEE STA 8+00 EXISTING GROUND ELEVATION STA 9+00 STA 10+00 STA 11+00 NEW 8 PIPE LINE c0 + c0 U) J J z CIT) + m U) 0 m J W 3 in b cc n + m LU W W U) W Z J 0 z 0 W m J J U) W z J U) 0 + 0 z 0 WI - mm • cc N) 0 U) N 0 J J U) z co 0) 0 U) U) LI 6255' 6250' 6245' 6240' 6235' 6230' AS-BUILT/11-05-08 MAM /1 DATE: MAY 2007 SCALE: 1"= 20' DRAWN: MAM FILE:2008ALTAHOE SHEET: -----R2 10 OF 37 SHEETS 'ELL — 2" 6" S SS STA 10+91 INSTALL NEW 3/4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA 11+35 INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE DRIVE` WAY GS SS "WS 2 5 D2 D2 STA 12+10 INSTALL NEW 1" METERED WATER SERVI;E CONNECTION, REMOVE EXISTI JG BOX AND ABAND )N2 EXISTING SERVICE, S =E G2) F LL WIDTH DRIVE WAY SS 1"WS RJW GS DRIVE WAY GS SS 1 DRIVE WAY 1"WS 1"WS STA 12+44 INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE GS SS 2 2 INSTALL 426 LF OF 8" PVC OR DIP, SEE 1)AND DPROVIDE RESTRAINED JOINTS WHERE REQUIRED BY() SS STA 13+99 INSTALL NEW 3/4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE WATER SERVICE DIRT ON LAKEVIEW SIDE DRIVE S5 GS WAY R/W D1 4' WS V •%1/ \Ss REMOVE VALVE BOX AND P•, OVER AT COMPLETION OF CONSTR .TION TYPICAL OF 3 THIS SH PAVER WALK WAY SS 41/ 6" WELDED STEEL PIPE UNKNOWN ORIGIN, 3.5' TO TOP OF PIPE, WELDED CAP AT TERMINATION POINT N 84 co, PAVER DRIVE WAY •" J a I. ]E 8 •. SS END MAIN LIi'E STA 15+20 INTERTIE: NEW 8" TH EXISTING 6" INSTALL: 1-8" ' G TEE 3-8" FLG X MJ GATE VALVES 2—:" X 6" MJ REDUCER 1 8" 45' MJ ELBOW —6" FCA APPROXIMATELY 10' OF 6", SS SS LC S A 11 SS ;'WS SS R REMOVE VALVE BOX AND PAVE OVER AT COMPLETION OF CONSTRUCTION w GS STA 12+00 2 t�LO CUT, CAP AND ABANDON EX ING " WA NEW 8" PIPEUNE STA 13+00 NEW 8" PIPEIJNE STA 14+00 STA 15+Op SS 1 1/\D2 FOA N N DIRT DRIVE WAY STA 11+33 INSTALL NEW 3/4" WATER SERVICE CONVECTION, REMOVE EXISTING BC X AND ABANDON EXISTING `. ERVICE, SEE 6255' 6250' 6245' 6240' 6235' 6230' STA 11+00 STA 12+00 2 811 D.w what's below. Call Debre 1ne dig. STA 14+84, NEW FIRE HYDRANT INSTALL: 1-8" X 6" FLG BRANCH TEE 1-6" FLG X MJ GATE VALVE APPROXIMATELY 13 LF OF 6" PVC OR DIP RESTRAINT JOINT PIPE FIRE HYDRANT ASSEMBLY VERIFY LOCATION IN FIELD W/ENGINEER, SEE 4 REMOVE VALVE BOX AND PA'. OVER AT COMPLETION OF CONSTRUC SN STA 15+14 INSTALL: 1-8" MJ 22.5' ELBOW 1-8" MJ 11.25' ELBOW ABANDON AND REMOVE EXISTING FIRE HYDRANT PER GENERAL NOTE 11 STA 13+00 STA 14+00 STA 15+00 STA 16+00 NEW 8PIPE LINE EXISTING GROUND ELEVATION 2 W W N W 7 Ui O 1 1 —J U 1- N O CM CM CM- J 'F In O N + + + + CM N 3 CM 3 0 hrr CM %ter O O + N F- CM CM CM EXISTING GROUND ELEVATION NEW 8" PIPE I INF 1 1 1 I II 1 J z co N CM CM J J N N) + N CM CM CO to + N CM CM CM I- do 0 0 + N) CM CM CM 1- CM 0 CM N N) + 0 0 J W u) cn co O d- 0 + CM O O + v I- CM CM + 10 CM CM I H- aD 3: Z O W Z 1 we x Z i,, 6255' 6250' 6245' 6240' 6235' AS—BUILT 11-05-08 MAM 1 U -I- LL' in O cc O ozh Q5 CD+ I— Li U DO W on o N W LL o LU Qz ROFESSIok A•SOGFyc No. 51828 Exp. 6/30/08 Exp. \F OF CAO° DATE: MAY 2007 SCALE: 1"= 20' DRAWN: MAM FILE:2008ALTAHOE SHEET: 11 OF 37 SHEETS SS INSTALL 394 LF OF 8" PVC OR DIP, SEE D1 ANDD1 PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY(3) INSTALL 394 LF OF 8" CLASS 200 PVC OR CLASS 350 DIP APPROXIMATELY STA D 1 +30 TO STA D 4+79 OR WATERLINE PROTECTION, SEE STA D 3+39 INSTALL NEW 3/4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE DRIVE WA D2 STA D 2+89 INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE S 47) G 4 NEW 8- PIPELINE -f-- 6" SS GAS SSLIZ__)' / L y A VSS / END D LINE STA D 4+94, NEW FIRE HYDRANT INSTALL: 1-8" X 6" FLG BRANCH TEE 1-6" FLG X MJ GATE VALVE 1-6" BLIND FLG APPROXIMATELY 5 LF OF 6" PVC OR DIP RESTRAINT JOINT PIPE FIRE HYDRANT ASSEMBLY VERIFY LOCATION IN FIELD W/ENGINEER, SEE Oft STA -D-2-+-00 99- O Know what's below. Call before you dig. STA D 1 +34, INSTALL: 8" 45' MJ ELBOW 5S 6255' 6250' 6245' 6240' 6235' 6230' STA D 6+00 STA D 5+00 STA D 4+00 G GROUND ELEVATION STA D 3+00 STA D 2+00 STA D 1+00 EXISTING GROUND_ ELATION W N W to N 0 -Si o 2 U J U) J 0 z 0 + 0 0 m J 3 to I-- �03 6255' 6250' 6245' 6240' 6235' 6230' i AS -BUILT 11-05-08 MAM 1 rn71- V W 0 nnEr 0 L� F W 0Z Q>+ I- W U o Q 00 LI j 0 n/ VJ 0 N W z LLI roFESS A.S No. 51828 Exp. 6/30/08 N WW1 - DATE: » Y �FOFCAI'�� DATE: MAY 2007 SCALE: 1 "= 20' DRAWN: MAM FILE:2008ALTAHOE SHEET: P4 0 0 +_ H a cn V • V • 0 UJ 0 o a f U H R U U) 0 0 w VACANT INSTALL 443 LF OF 8" PVC OR DIP, SEE 1)ANDl D1 PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY STA C 4+30 INSTALL NEW 14" METERED WATER SERVICE CONNECTION,REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 3 D1 STA C 5+03, NEW FIRE HYDRANT INSTALL: 1-8" X 6" FLG BRANCH TEE 1-6" 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, SEE 13" ws SS 1 0 O DRIVE SS WAY GS SS STA C 1+50, NEW FIRE HYDRANT INSTALL: 1-8" X 6" FLG BRANCH TEE 1-6" 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, SEE 6" SS NEW 8" PIPELINE 6" SS 2„ L H DOUBLE DRIVE SSGS i„ W5. WAY N 6255' 6250' 6245' 6240' 6235' 6230' STA C 1+00 2" GAS EOP SS DR E WAY "SS B & SS ma DIRT D E WAY GS 4+00 0 O w a_ 0 w CD 0 0_ ciD 0 w SS SS CUT, CAP AND ABANDON EXISTING 2" WATER MAIN REMOVE VALVE BOX AND PAVE OVER AT COMPLETION OF CONSTRUCTION SS E P SS VACANT STA C 2+37 INSTALL NEW 1" WATER SERVICE CONNECTION, WITH DOUBLE in SERVICE REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE D2 R/W W SS GS i° DRIVE WAY 81 6" SS EOP H A N Knew wliars below. Call in. al me. 4- P SS GS _t'Eerpir 2" GAS /\ \/F SS STA C 3+76 INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2\ D2 SS SS 3 In 0 0 w m fln SS GS EOP 6" SS GS W SS END C LINE STA C 5+43, INTERTIE: NEW 8" WITH EXISTING 6" INSTALL: 1-8" MJ X FLG ADAPTOR 1-8" X 6" FLG REDUCER CONNECT TO EXISTING 6" GATE VALVE WATER MAIN PER GENERAL NOTE 11, SEE 1 EOP Gt STA 3 2+00 STA C 3+00 STA C 4+00 STA C 5+00 STA C 6+00 EXIS (u‘4, 6255' EXISTING GROUND ELEVATION N NEW 8 PIPE LINE W t() N — W + W z J U NEW 8' PIPE LINE EXISTING GROUND EL I R PIPE LINE, J J ¢ H U) z H N Z N < + EL } w z 0) + N U N W J D 0 0 M + Q 3 Z H in w + N) U not Z_ H U) w to 1- + M z a 4+07 EXISTING: J Q co www= Z Z 0 J LO w U UU�f- 0¢ w Z H H X W(nZ W 6250' 6245' 6240' 6235' 6230' K AS -BUILT 11-05-08 MAM 1 Jo Lu a_ & (60Esshatie No. 51828 Exp. 6/30/08 ,>>4.r CIvvs- p DATE: MAY 2007 SCALE: 1"= 20' DRAWN: MAM FILE:2008ALTAHOE ru 13 OF 37 SHEETS 0- O w SS STA C 1 1+32 WATERLINE PROTECTION AT 6" SEWER MAIN, SEE 0_ 0 w STA Cl 1+19, 27' NORTH: CONNECT TO EXISTING 2" WATE R MAIN CUT, CAP AND ABANDON EXIST NG 2" WATER MAIN PER GENERAL NO E 11, SEE SS BEGIN Cl LINE STA Cl 1+00, INTERT =: NEW 8" WITH EXISTING 6" REMOVE EXISTING 2" IILOW OFF INSTALL: 1-8" FLG CROSS 3-8" FLG X MJ GATE VALVES 1-8" X 6" FLG REDUCER 1-8" MJ CAP WITH TF PPED 2" IPS 1-8" MJ CAP 1-8" 45' ELBOW APPROXIMATELY 4' OF 8" APPROXIMATELY 25' 0 2", SEE SS I$6 2 INSTALL 425 LF OF 8" PVC OR DIP, SEE 11 D1 AND5 D1 PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY STA Cl 3+76 INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 1 SS SS STA Cl 3+00 -2" T a"WS DRIVE WAY -STA Cl 1+46, INSTALL: 8" 45' MJ ELBOW SS i"WS GS STA :1 1+79 INSTALL NEW i" WATE 2 SERVICE CONNECTION, REMC VE EXISTING BOX AND ABAN SON EXISTING SERVICE, SEE SS DRIVE WAY GS NEW 8" PIPE NE DRIVE SS WAY STA Cl 2+26 INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND /2' ABANDON EXISTING SERVICE, SEE D2 2 2 DRIVE WAY SS 2 GS 1" 3 D1 STA Cl 5+18, NEW FIRE HYDRANT INSTALL: 1-8" X 6" FLG BRANCH TEE 1-6" FLG X MJ GATE VALVE APPROXIMATELY 5 LF OF 6" PVC OR DIP RESTRAINT JOINT PIPE FIRE HYDRANT ASSEMBLY VERIFY LOCATION IN FIELD W/ENGINEER , SEE DRIVE GS WAY SSi"WS E W DOUBLE i' WS P STA Cl 4+17 INSTALL NEW in WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SS v v STA C1\.4-qo SS 1 SS STA Cl '5+00 EOP F - C) GS PAVER SS DRIVE WAY STA Cl 3+28 INSTALL NEW 1" WATER SERVICE CONNECTION, WITH DOUBLE 4" SERVICE REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 811 Kew whars below. Call before ysu Bis. i"WS SS SS STA Cl 4+31 INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND 2 ABANDON EXISTING SERVICE, SEE (D2) 0_ O w V • ►4 ►4 V A DRIVE WAY / C' " S A Cl 6+00 GS SS dt- O w z 0 0_ O w 020"P EW 0_ O GS SS STA Cl 1+00 STA Cl 2+00 STA Cl 3+00 STA Cl 4+00 STA Cl 5+00 STA Cl 6+00 6265' 6265' 6260' EXISTING GROUND ELEVATION 6260' 6255' EXISTING GROUND ELEVATION d EXIST INC GROUND ELEVATION 6255' IL 1 _ NE 6250' 6250' / ► i /" INE 1 NEW 8 PIPE LINE 1 1 I 1 W / W 1n '- 1 0 6245' Lu Z Q 6245' J~ Z 0 6240' Q S 6240' J J L7 Z LU Z O Ti o U_ Z U CD 8" CROSS INTERTIE TO EXISTING 6" STA C 1 1+32: 6" SEWER MAIN STA Cl 1+46 INSTALL: 8" 45' MJ ELBOW STA Cl 1+79 INSTALL: i" WS STA Cl 1+80 EXISTING: I� roco U nit Cr) 4" SS [STA Cl 2+25: 4" SS STA Cl 2+27 EXISTING: i" WS STA Cl 2+37 INSTALL: N U a M N U el - 4" SS STA Cl 3+37 INSTALL: DOUBLE i" WS STA Cl 3+56 EXISTING: 1" WS STA C 1 3+58: O N N U( a¢ J U) z 0 CO N) U d- rn M 3 U a N 0 U a 4" SS STA Cl 4+17 INSTALL: i" WS STA Cl 4+35 INSTALL: WS STA Cl 4+36 EXISTING: J $" WS STA C 1 4+42: do rn in U a N AS -BUILT 11-05-08 MAM 1. u / N I— LC U W OU c( O 1_ O z C Q 5 F— w Q M U CO L Q O 09 N W LLQ EL CL LL �JL A'SCes. pcZr w No. 51828 Exp. 6/30/08 lEOfA DATE: MAY 2007 SCALE: 1"= 20' DRAWN: MAM FILE:2008ALTAHOE SHEET: 6 14 OF 37 SHEETS GS 1"W DRIVE GS WAY SS a "WS • STA Cl 4+00 STA Cl 5+49, INTERTIE: NEW 8" WITH EXISTING 4" INSTALL: 1-8" FLG CROSS 4-8" FLG X MJ GATE VALVES 2-8" X 4" MJ REDUCER 4-4" 45' MJ ELBOW 2-4" DRESSLER COUPLING APPROXIMATELY 4' OF 8" APPROXIMATELY 50' OF 4", SEE LD1 (D1) /1 D2 SS LLI 0 0 w U) U) DRIVE WAY GS SS STA Cl 7+41 INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SS STA Cl 7+97 INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE rws DRIVE GS WAY SS GS PAVER DRIVE WAY SS"1WS J INSTALL 353 LF OF 8" PVC OR DIP, SEE1 AND I, PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY STA Cl 8+45 INSTALL NEW j" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE DRIVE GSi"WS WAY • 2" W GAS EOP GS PAVER SS DRIVE WAY "WS SS 30"p SS STA Cl 5+32, INSTALL: 8" 45' MJ ELBOW STA Cl 5+49, INSTALL: 8" 45' MJ ELBOW 0 O w U) 3 GS SS REMOVE VALVE BOX AND PAVE OVER AT COMPLETION OF CONSTRUCTION TYPICAL 2 OF THIS SHEET 02,A1 SS "WS STA Cl 6+86 INSTALL NEW 1" ) METERED WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON 2 EXISTING SERVICE, SEE D2 DRIVE WAY 811 Kum whersbelow. Call Nefere yeu dig. SS SS DRIVE WAY 1"WS DRIVE WAY 2 3 D1 END C LINE STA Cl 8+78, NEW FIRE HYDRANT INSTALL: 1-8" X 6" FLG BRANCH TEE 1-6" FLG X MJ GATE VALVE 1-8" BLIND FLG APPROXIMATELY 5 LF OF 6" PVC OR DIP RESTRAINT JOINT PIPE FIRL HYDRANI ASSEMBLY VERIFY LOCATION IN FIELD W/ENGINEER, SEE 1 SS SS GS i"WS DRIVE WAY STA Cl 7+87 INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA Cl 7+75 INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 2 STA Cl 8+42 INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 6265' 6260' 6255' 6250' 6245' 6240' STA Cl 4+00 STA Cl 5 -00 STA Cl 6+00 STA C 1 7+00 STA C 1 8+00 STA Cl 9+00 2 In EXISIING GROUND I NEW S PIPE LIN 1 U Z B U) 2 U 1 5vATION EXISTING GROUND ELEVATION NEW 8 PIPE __ E 8W PIPL I INE 1 J H Z 0 w aT Li N lf) U z Q aT W W U) (./)(0 N CO U z Q aT W 0 U) U) 1- + CO 6+87 EXISTIN N + N J J U) Z + N 7+35 EXISTIN J U) Z �) + N U N U w U U) U V)d N.- N� V) 1- + N V U N dm -N -t Lc) + N U U) U N -at co + N U V) 7+84 EXISTIN 0 U U) 7+85 INSTAL CU) V) H= J Z 0) m + N + N + aD U U) U1 N W d3 i - 8+33 EXISTIN CU) U) 8+34 INSTALL: J U W H J J U) U) wiz Z Q DS Q _r U U S 0W Z Q CL W U) w 6265' 6260' 6255' 6250' 6245' 6240' AS—BUILT 11-05-08 MAM 1 DATE: MAY 2007 SCALE: 1"= 20' DRAWN: MAM FILE:2008ALTAHOE SHEET: 7_ 15 OF 37 SHEETS a a w z STA 6+00 INSTALL 465 LF OF 8" PVC OR DIP, SEE AND PROVIDE RESTRAINE 0 O w JOINTS WHERE REQUIRED BY 1 STA B 2+95 NSTALL NEW 4" WATER SERVI( E CONNECTION, REMOVE EXI ;TING BOX AND ABANDON EXISTINI; SERVICE, SEE STA B 2+95 IN! ;TALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXIST NC BOX AND ABANDON EXISTING ;ERVICE, SEE STA B 1+54, NEW FIRE HYDRANT INSTALL: 1 -8" X 6" FLG BRANCH TEE 1-6" FLG X MJ GATE VALVE APPROXIMATELY 2 LF OF 6" PVC OR DIP RESTRAINT JOINT PIPE FIRE HYDRANT ASSEMBLY VERIFY LOCATION IN FIELD W/ENGINEER SEE SS MATCH LINE P1 STA 5+75 S V ABAN SS SS STA B 3+92 INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE( STA B 3+77 INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABA ION EXISTING SERVICE, SEE SS GS 4"WS DRIVE t WAY A B 1+87 INSTALL NEW 4" ATER SERVICE CONNECTION, REMOVE EXISTING BOX AND )ON EXISTING SERVICE, SEE ALA 6" SS W DA d0] GAS A Vf- 4"WS GSI ;S I DRIVE 1/2 WAY d. SS 4" WS STA B 2+11 INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE DRIVE WAY E STA B 5+16, NEW FIRE HYDRANT INSTALL: 1-8" X 6" FLG BRANCH TEE 1-6" FLG X MJ GATE VALVE APPROXIMATELY 2 LF OF 6" PVC OR DIP RESTRAINT JOINT PIPE FIRE HYDRANT ASSEMBLY VERIFY LOCATION IN FIELD W/ENGINEER, SEE STA B 4+90 INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE FULL WIDTH DRIVE WAY r/w q"WS GS SS 1"WS • SS STA B 4+00 NEW 8" PIPELINE SS R/W GS SS )P GS DRIVE 1 DRIVE GS WAY SS 4"WS WAY STA B 5+36 INSTAL WATER SERVICE CON REMOVE EXISTING A:SNDON EXISTING S( SS NEW 4" ECTION, OX AND CE, SEE 0 O w AB NDON AND REMOVE EXISTING FIR HYDRANT PER GENERAL NOTE 11 STA CONP CUT, WATE 4"W EOP 6" SS REMOVE VALVE BOX AND PAVE OVER AT COMPLETION OF CONSTRUCTION GAS ( TYPICAL 2 THIS SHE A B +00 3 5+51, 21' NORTH: ECT TO EXISTING 6" WATER MAIN CAP AND ABANDON EXISTING 6" MAIN PER GENERAL NOTE 11, SEE 4' WS GS SS 1 D2 GS STA B 6+00 f STA B 2+85 INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SS 4 WS STA B 4+12 INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 811 KNOW whersbelow. Call keine y.0 dig. GS SS DIRT DRIVE WAY 4"WSSS DRIVE WAY SSGS STA B 4+67 INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 2 0 m GS DIR DRI\ WA' 4' WS SS STA B 5+53, INTERTIE: NEW 8" WITH EXISTING 6" INSTALL: 1-U" FLG GRASS 4-8" FLG X MJ GATE VALVES 4-8" 45 MJ ELBOW 2-8" X 6" MJ REDUCER APPROXIMATELY 34' OF 8", SEE D11 D1 \Dly STA B 5+51, 21' SOUTH: CONNECT TO EXISTING 6" WATER MAIN CUT, CAP AND ABANDON EXISTING 6" WATER MAIN PER GENERAL NOTE 11, SEE D22 6260' 6255' 6250' 6245' 6240' 6235' STA B 1+00 STA B 2+00 STA B 3+00 STA B 4+00 EXISTIN G GROUN D ELEVATIO N EXISTING GROUND ELEVATION Ii1 l o N W Z J O) 0 1 N v),/ PIP LINE 4 1 8'—PIPE LIN 1 STA B 5+00 EW 8 PIPE LINE I STA B 6+00 EXIS 6260' d N J U) Op Z Ui Z N Q n C<m= 0 W ¢ ¢ U I- U) N U) U) N m U) U) V) 2+96 INSTALL: m U) m 3 %xa 2+97 EXISTING: m U) U) Ct N M CO U) m 0 %xa U) U) U) 1- N N m da 0 4+15 INSTALL: 0 C) U) 3 U) U) 4+84 INSTALL: U) 3 U) U) 3 nhr C) H W N N + U) CO U) U) U) m C7 z H U) W + U') m U) m U) J 2 H 2 F- 1z I— 6255' 6250' 6245' 6240' 6235' a AS -BUILT 11-05-08 MAM 1 f)Nr. C G yy1828 Exp. 6/30/06 J?rF FICA rn rn DATE: MAY 2007 SCALE: 1"= 20' DRAWN: MAM FILE:2008ALTAHOE SHEET: J STA 0 O W t0 O w co d STA B 5+96 INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 DIRT DRIVE WAY STA B 3+63 INSTALL NEW i" WATER -SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDCN EXISTING SERVICE, SEE co 0 O w SS DRIVE WAY GS 6" SS DRIVE WAY "WS SS GS B 7+00 / EOP SS GAS STA B 7+07 INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE `D2 STA B 8+47 INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SS NEW 8" PIPEUNE STA B 9+30 INSTALL NEW " WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE DRIVE SS WAY STA B8+90 2 STA B 9+83 INSTALL NEW in WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND DON EXISTING SERVICE, SEE DIRT DRIVE WAY SS GS `I#"WS SS GS i" WS ALAMI- DA AVI-- EOP R GS DRIVE WAY STA B 8+25 INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 SS Knew what's below. Call keine vii ill. EOP 5S GAS SS GS 2" DRIVE WAY W SS GS STB 10+00 REMOVE VALVE BOX AND PAVE OVER AT COMPLETION OF CONSTRUCTION STA B 8+60 INSTALL NEW 1" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE INSTALL 450 LF OF 8" PVC OR DIP, SEE pt AND PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY/ SS STA B 9+95, INTERTIE: NEW 8" WITH EXISTING 2" INSTALL: 1-8" FLG CROSS 4-8" FLG X MJ GATE VALVES 1-8" MJ CAP 1-8" MJ CAP TAPPED 2" IPS APPROXIMATELY 4' OF 8" APPROXIMATELY 20' OF 2", SEE SS LV Q 6" SS 3 D1 t"WS ! GS SS 0 SS DRIVE GS WAY SS GAS PAVER DRIVE WAY STA B 9+87, 25' SOUTH: CONNECT TO EXISTING 2" WATER MAIN CUT, CAP AND ABANDON EXISTING 2" WATER MAIN PER GENERAL NOTE 11, SEE S WS GS DRIV WA) 6270' 6265' 6260' STA B 6+00 STA B 7+J0 STA B 8+00 STA B 9+00 STA B 10+00 STA B 11+00 6250' J 2 H 6245' - FXiCTIM K n C) n”1-QN NI -W 8 PIPE LINE EXISTING GROUND ELEVATION 0) 0) Ln + m U) O + O Nm 0 m 0 en 0 U) W O + O m I- U) 6+99 INSTALL: U) en O + N m U) m 0 1 S N 1- + cc m U) U) en U) 3 J J N Z 0) + cc m U) U) 3 en N a) + cc CO U) U) U) S O N + 0) m m U) Q U) 9+22 EXISTING: U m c. N 3 en NEW 8I� PPETNE U) 3 t N U) + U) m U) 0 B 9+74 INSTALL: (/) 3 en B 9+75 EXISTING: U) U) en J J U) Z cc N + 0) OD V) EXISTING GROUND ELEVATION 1 S 6270' 6265' 6260' 6255' 6250' 6245' AS -BUILT 1 1 -05-08 MAM L J N U O WMM O O W L_L_ O W oz� LJ CD -' U m n� 00 W Q CD N W W zI. LI_ O 1__L �4z 0_ a No S 6/30/08 DATE: MAY 2007 SCALE: 1"= 20' DRAWN: MAM FILE:2008ALTAHOE SHEET: 17 OF 37 SHEETS STA B 10+30, N INSTALL: 1-8" X 6" FLG B 1-6" FLG X MJ G APPROXIMATELY 2 PVC OR DIP_ REST FIRE HYDRANT ASS VERIFY LOCATION I FIRE HYDRANT INSTALL 429 LF OF 8" PVC OR DIP, SEE NCH TEE TE VALVE F OF 6" INT JOINT PIPE MBLY FIELD W/ENGINEER, SEE )ANDD•1 PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY STA B 11+69 INSTALL NEW 1" METERED WATER SERVICE CONNECTION,REMOVE EXISTING BOX AND ABANDON (.2- EXISTING SERVICE, SEE 2 STA B 11+27 INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 D1 FULL WIDTH DRIVE WAY 1 "WS STA B 12+85 INSTALL NEW in WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA B 12+62 INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SS DIRT DRIVE WAY STA B 11+00 COP 2" D2 GS SS VERIFY ,1"WS STA B 14+08, NEW FIRE HYDRANT INSTALL: 2-4" SAFETY BOLLARDS 1-8" X 6" FLG BRANCH TEE 1-6" FLG X MJ GATE VALVE APPROXIMATELY 2 LF OF 6" PVC OR DIP RESTRAINT JOINT PIPE FIRE HYDRANT ASSEMBLY LOCATION IN FIELD W/ENGINEER, SEE STA B 13+83 INSTALL NEW 2" WATER SERVICE CONNECTION, WITH 2 METERED 1" SERVICES REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE "WS DRIVE SS GS WAY D4 STA B 14+51, 12' NORTH: CONNECT TO EXISTING 4" WATER MAIN CUT, CAP AND ABANDON EXISTING 4" WATER MAIN PER GENERAL NOTE 11, SEE DRIVE WAY STA Cl 5+57 WATERLINE PROTECTION AT 6" SEWER MAIN, SEE DOUBLE 1"WS 2 FULL WIDTH DRIVE WAY 2 STA B 13+00 NEW 8- PIPELINE O 0 w 0 w END B LINE STA B 14+54, INTERTIE: NEW 8" WITH EXISTING 4" AND 6" INSTALL: 1-8" FLG CROSS 4-8" FLG X MJ GATE VALVES 1-8" X 6' MJ REDUCER 2-8" X 4" MJ REDUCER 2-6" 45' ELBOW 4-4" 45' ELBOW 2-4" DRESSER COUPLING 1-6" DRESSER COUPLING APPROXIMATELY 4' OF 8" APPROXIMATELY 40' OF 6" APPROXIMATELY 10' OF 4", SEE 0 vl SS DRIVE GS WAY STA B 11+22 INSTALL NEW in EL0 WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE \D2 STA B 11+65 INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND /2� A3ANDON EXISTING SERVICE, SEE Q_2_y SS GAS PAVER ' WS GS DRIVE WAY WAY SS ° "ws GS STA B 12+07 INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SER' 'ICE, SEE D2 DIRT DRIVE WAY SS 1 "WS LAM I- W EOP R/W DIRT SS t" WS DRIVE WAY STA B 12+57 INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE Knewwharsbelow. Call before you dig. 2 STA B 13+22 INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE GS DIRT SS GS DRIVE WAY J' 1 e1 "WSGS SS STA B 13+51 INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 DRIVE SS WAY DRIVE WAY SS GS SS ziasish. low DRIVE WAY SS CURB & GUTTER 6" W SS DRIVE WAY STA B 14+51, 12' SOUTH: CONNECT TO EXISTING 4" WATER MAIN CUT, CAP AND ABANDON EXISTING 4" WATER MAIN PER GENERAL NOTE 11, SEE 2 REMOVE VALVE BOX AND PAVE OVER AT COMPLETION OF CONSTRUCTION m 0 • GAS 6" 6'' 1 ,v 2' CONC. CURB & GUI {Mt'' GS SS DRIVE WAY STA B 14+54, 40' SOUTH EAST: CONNECT TO EXISTING 6" WATER MAIN CUT, CAP AND ABANDON EXISTING 6" WATER MAIN PER GENERAL NOTE 1 1 , SEE REMOVE AND REPLACE TO MATCH EXISTING APPROXIMATELY 10 LINEAL FEET ROLLED CONCRETE CURB AND GUTTER ABANDON AND REMOVE EXISTING FIRE HYDRANT PER GENERAL NOTE 11 2 STA B 6270' 10+00 STA B 11+OC STA B 12+00 STA B 13+00 STA B 14+00 STA B 15+00 6265' 6270' 6260' 6265' 0) EXISTING GROUND ELEVATION 6260' 6255' L Lu N EXISTING GROUND ELEVATION EXISTING GROUND ELEVATION 1 + 1 6255' i 1 II NEW 8" PIPE E I ; NEW 8PIPE LINE I / _J — r , r 6250' Z CO — 6245' J U 1— M < I— U) 6250' I 6245' :71- + o mcc Q 1 4" SS STA B 10+92: 4" SS STA B 11+04 EXISTING: 1" WATER MAIN ISTA B 11+22 INSTALL: i" WS STA B 11+28: jrGS STA B 11+38: 4" SS STA B 11+57 INSTALL: i" WS STA B 11+65 INSTALL: 1" WS STA B 11+66 EXISTING: 1" WS STA B 11+92: 4" SS STA B 12+06 INSTALL: 1" WS STA B 12+33: i" GS STA B 12+42: 4" SS STA B 12+53 INSTALL: t" WS STA B 12+58 INSTALL: 1" WS STA B 12+59 EXISTING: 1" WS STA B 12+81 EXISTING: $" WS STA B 12+82 INSTALL: $„ WS STA B 12+98: 4" SS STA B 13+03: $" GS STA B 13+23 INSTALL: 1" WS STA B 13+51 INSTALL: TT WS STA B 13+70: i" GS STA B 13+76 EXISTING: STA B 13+77 INSTALL: r DOUBLE 1" WS STA B 13+80: . GS STA B 14+20 INSTALL: FIRE HYDRANT END B LINE STA 14+54 INSTALL: co 0 z c. F- cn V)al H- U imw coZ r AS—BUILT 11-05-08 MAM 1 L J U � W a m O W H_ 0 N Q F- W < m w W < oma N WE J Li_I 12( < 1__L z 4( Cl__ ROFESSIgyq� JLA'SCG`G 4 No. 51828 Exp. 6/30/08 f�CAl�� • rn DATE: MAY 2007 SCALE: 1"= 20' DRAWN: MAM FILE:2008ALTAHOE SHEET: ID 100 r1-8 OF 37 SH ETS BEGIN B1 LINE STA B1 1+00, INTERTIE: NEW 8" WITH EXISTING 14" INSTALL: 1-14" X 8" TAPPING SADDLE 1-8" FLG X MJ GATE VALVE, SEE GENERAL NOTE 21 FOR HOT TAP, SEE DETAILS, D1 D1 D1 DRIVE GS SS WAY 2' CONC. CURB c23ElaITfER SS d 0 f O w Lt.! C� 0 N . 3 REMOVE VALVE BOX AND PAVE OVER AT COMPLETION OF CONE TRUCTION 44 CUT, CA' AND ABANDON EXISTINC 2" WATER MAIN PER GENERAL NOTE 11, SEE SEC TION 1 WORK \\l SEQUEM:E AND CONSTRAINTS OF THE SPECIAL CONDITIONS. 6" W CONC. CURB & GU IdhK. GS SS DRIVE WAY Nie 7 STA B1 1+42 NEW FIRE HYDRANT INSTALL: 1-14" X 6" FLG BRANCH TEE 1-6" FLG X MJ GATE VALVE 2-14" FLG COUPLING ADAPTORS APPROXIMATELY 10 LF F 6" PVC OR DIP RESTRAINT JOINT PIPE FIRE HYDRANT ASS MBLY VERIFY LOCATION IN FIELD W/ENCINEER SEE 0 O w (!) U) 10 Z ic( U SS EOTA B1 2+00 I NEW 8" PIPELINE STA B1 3+38 INSTALL NEW in WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA B1 2+96 INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON 2 EXISTING SERVICE, SEE D2 DRIVE WAY STA 2 INSTALL 65 LF OF 8" PVC OR DIP, SEE p 1) AND D1 PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY INSTALL 410 LF OF 8" CLASS 200 PVC OR CLASS 350 DIP APPROXIMATELY STA B1 1+00 TO STA B1 5+10 4 OR WATERLINE PROTECTION, SEE . D2 STA B1 4+28 INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE DRIVE A V R/W SI l/ 131 4+00 SS EL O w STA B1 5+11 INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE DIRT DRIVE W SS GS SS 3" WS STA B1 5+54, NEW 8" VALVE ASSEMBLY INSTALL: 1-8" FLG CROSS 4-8" FLG X MJ GATE VALVES 2-8" MJ CAP APPROXIMATELY 4' OF 8", SEE W z 5 D1 D1 DRIVE DOU SS WAY GSri 4r EOP 2h"prilr01c"P GS Si GS DIRT DO JBLE DRIVE WS WAY STA B1 1+ WATER SER WITH DOUB REMOVE EX ABANDON E 6" SS 024"p GAS SS GS "W STA B1 2+50 INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 77 INSTALL NEW 1" /ICE CONNECTION, _E i" SERVICE STING BOX AND XISTING SERVICE, SEE 2 SS FULL WIDTH DRIVE WAY i STA B1 2+94 INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 1"WS R/W SS DRIVE GS WSSS GS WAY DRIVE 1 WAY STA B1 3+41 INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE Know ass below. Call hurt vu rN. 2 WS GS DRIVE WAY GS DRIVE WAY STA B1 4+87 INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SS DOUBLE GS DRIVE SS "WS WAY STA B1 4+82 INSTALL NEW 1" WATER SERVICE CONNECTION. WITH DOUBLE i" SERVICE REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE 0 0 W SEE 2 GAS 0 W STA B1 6+0( 6" SS -- STA B1 1- 1 AP PVC OR VERIFY LOCATION IN 2 D2 GS 7j 0 m +08, NEW FIRE HYDRANT INSTALL: " X 6" FLG BRANCH TEE 6" FLG X MJ GATE VALVE ROXIMATELY 16 LF OF 6" )IP RESTRAINT JOINT PIPE FIRE HYDRANT ASSEMBLY FIELD W/ENGINEER , SEE 6• D1 STA B1 1+00 STA B1 2+00 STA B1 3+00 STA B1 4+00 STA B1 5+00 STA B1 6+00 6265' 6265' 6260' 6260' 6255' 6255' EXISTING GROUND ELEVATION EXISTING GROUND ELEVATION N Q L W [XIS 6250' __N 6250' 0 NEW 8"" PIPE LIN I NEW 8" PIPE LINE ..- 1 NEW 8 PIPE LINE 1 1' 1 1 Win W (n _ m 6245' 6245' Z J 2 0 N 6240' 6240' J J Q cn z Lu zo O CO z 0) W H Q m ui 14" X 8" TEE INTERTIE WITH 14" STA 81 1+10: 6" SEWER MAIN STA 81 1+50 INSTALL: FIRE HYDRANT STA B1 1+78 EXISTING: I 1" WS STA B1 1+80: 4" SS STA B1 1+82 INSTALL: DOUBLE WS STA B1 2+21: 4" SS STA B1 2+41 EXISTING: $" WS STA 131 2+42 INSTALL: " WS STA B1 2+53: . GS STA B1 2+92 INSTALL: 1" WS STA 81 2+95 EXISTING: 1" WS STA B1 2+96 INSTALL: I 1" WS STA B1 2+98: 4" SS STA B1 3+17: , GS STA B1 3+35 INSTALL: r WS STA B1 3+43 INSTALL: WS STA B1 3+46: I 4" SS STA B1 3+48 EXISTING: " WS STA B1 3+72: r GS STA B1 3+85 EXISTING: r WS 1 STA B1 3+86 INSTALL: $" WS STA B1 3+91: GS STA B1 4+28 INSTALL: N. + 7lii _ w m x N 1 -07 -SS STA B1 4+82 INSTALL: DOUBLET WS STA B1 4+83 EXISTING: DOUBLE " WS STA B1 4+94: GS STA B1 5+07 INSTALL: 8" 45' MJ ELBOW STA B1 5+15 INSTALL: . WS STA B1 5+32 INSTALL: 8" 45' MJ ELBOW STA B1 5+40 INSTALL: FIRE HYDRANT STA B1 5+63 INSTALL: 0 U b AS -BUILT 11-05-08 MAM 1 U LCD W O m na 0 Ll_ ozo Q W J U Q m DO Cr_ Q o C (O N W zJ_ OL 0 W Ey EL ti�JV A. �Gfyc No. 51828 Exp. 6/30/06 s1. CI V% _Ap FOFCM DATE: MAY 2007 SCALE: 1"= 20' DRAWN: MAM FILE:2008ALTAHOE SHEET: 19 OF 37 SHEETS i STA B1 6+25 INSTALL NEW 1" WATER SERVICE CONNECTION, WITH DOUBLE i" SERVICE REMOVE EXISTING BOX AND ABANDON EXISTING S=RVICE, SEE D_ O w 2 D2 DRIVE AY 81 6+01 STA B1 6+88 INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE DOUBLE DRIVE "WS GS WAY SS v DRIVE D_ O w z GAS 0 w z w 0 w 6" 6 INSTALL 475 LF OF 8" PVC OR DIP, SEE D1 PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY STA B1 8+14 INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE ST R 81. 7 00 DRIVE R W EW 8" PIPELINE STA B1 8+70 INSTALL NEW 1" WATER SERVICE CONNECTION, WITH METERED 1" SERVICE REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE DRIVE 1"WS 1"WS SS STA B1 10+04, 40' NORTH: CONNECT TO EXISTING 1 1/2" WATER MAIN CUT, CAP AND ABANDON EXISTING 1 1/2" WATER MAIN PER GENERAL NOTE 11, SEE 1 D2 1 STA B1 8+72 INSTALL NEW 1" WATER SERVICE CONNECTION, WITH METERED 1" SERVICE REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 0 0 w U) w O w C STA B1, 8+00 STA I 1 9+00 STA B1 0+00 STA B1 10+21, NEW FIRE HYDRANT INSTALL: 1-8" X 6" FLG BRANCH TEE 1-6" FLG X MJ GATE VALVE APPROXIMATELY 5 LF OF 6" PVC OR DIP RESTRAINT JOINT PIPE FIRE HYDRANT ASSEMBLY VERIFY LOCATION IN FIELD W/ENGINEER , SEE 0 t O • COMMERCIAL DRIVE SS WAY STA B1 11+00 NEW 8" PIPELINE— AL GAS m •1 STA B1 6+1 WATER SE' REMOVE ()ABANDON EXIS GS — m INSTALL NEW ICE CONNECTION, XISTING BOX AND ING SERVICE, SEE $' ws SS STA B1 6+70 INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE Gs "Ws DRIVE WAY 2 STA B1 7+20 INST/ METERED WAT CONNECTION, REMO' BOX AN EXISTING SE 6" SS M F D/ SS SS GAS 1 1/2" W EOP SS 1"WS, LL NEW 1" IR SERVICE E EXISTING ) ABANDON /2 RVICE, SEE D2 DRIVE SS GS WAY R/W 811 • C' A C` 1 L VY r Knew Mars below. Call Mere you dig. DRIVE WAY WATER SERVICE FROM TALLAC AVE. SS GS STA B1 10+05 WATERLINE PROTECTION AT 8" SEWER MAIN, SEE STA B1 10+02, INTERTIE. NEW 8" WITH EXISTING 14" INSTALL: 1-8" FLG CROSS 4-8" FLG X MJ GATE VALVES 2-8" MJ CAP TAPPED 2" IPS APPROXIMATELY 4' OF 8" APPROXIMATELY 90' OF 2", SEE 3 (\ D1 GS DIRT DRIVE WAY DIRT IVE W Y SS GS 13"w0 "WS 2 z w O w SS DRIVE GS WAY DRIVE WAY SHARES WATER SERVICE WITH 3120 PASADENA STA B1 10+04, 44' SOUTH: CONNECT TO EXISTING 1 1/2" WATER MAIN CUT, CAP AND ABANDON EXISTING 1 1/2" WATER MAIN PER GENERAL NOTE 11, SEE REMOVE VALVE BOX AND PAVE OVER AT COMPLETION OF CONSTRUCTION 1' D2 AS—BUILT '1 1-05-08 MAM 1 z W O oz I W Q W U Q W W 0 EL0 N W z Lc) / O m 0 + m r� ( J W Li 0 z /ROFESSiati\ �JL A SCG No. 51828 <::. 6/30/08 Cl/ 0/ OF CA107" 70 DATE: MAY 2007 SCALE: 1"= 20' DRAWN: MAM FILE:2008ALTAHOE 20 OF 37 SHEETS STA B1 6+00 STA B1 7+CD STA B1 8+00 STA B1 9+00 STA 131 10+00 STA B1 11+00 6265' 6265' 6260' 6260' 6255' 6255' r— - .,. in .. EXISTING GROUND ELEVATION EXISTING GROUND ELEVATIONw r�� EXISTWu: W _ GROUND ELEVATION 6250' 6250' + NEN NEW 8" PIPE LINE 1 I NEW 8'' PIPE I INF 1 b W7 (n i' E m I I I I I 1 I' LW ii (n W , CO 6245' 6245' ZI- 2 Z_< .I cni 6240' M6240' F;io o + co D] 4" SS STA B1 6+17: $" GS STA B1 6+29 INSTALL: DOUBLE WS STA B1 6+30 INSTALL: WS STA B1 6+31 EXISTING: ." WS STA B1 6+33: " GS STA B1 6+52: 4 SS STA B1 6+83 EXISTING: , WS STA B1 6+84 INSTALL: ." WS TA 81 6+95 INSTALL: WS STA B1 7+04: 4" SS STA B1 7+22: i" GS STA B1 7+30 INSTALL: 1" WS STA B1 7+59: 4" SS STA B1 7+65: J J F (n Z O N + co m C.) N O z U) �j N + in m O N + co L7 m 4" SS STA B1 8+39: riTroS STA B1 8+75: J J H U Z O) N += 03 N m N cno ? r m 6 Z I W O CO += CO co (f)o ? CO N + r 0) m Ql Z v)a cn N N N + 0) m J J H N Z to m + O to m O 8" CROSS INTERTIE WITH 1i" STA B1 10+27 INSTALL: z Q O r = Le L AS—BUILT '1 1-05-08 MAM 1 z W O oz I W Q W U Q W W 0 EL0 N W z Lc) / O m 0 + m r� ( J W Li 0 z /ROFESSiati\ �JL A SCG No. 51828 <::. 6/30/08 Cl/ 0/ OF CA107" 70 DATE: MAY 2007 SCALE: 1"= 20' DRAWN: MAM FILE:2008ALTAHOE 20 OF 37 SHEETS N - AS–BUILT 11-05-08 MAM 1 0_ O LJ 0 O w STA B1 10 U) CD U) INS TALL 50 LF OF 8" PVC OR DIP, SEE Gil) ANDD1 PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY STA B1 11+u0 NEW 8" PIPELINE- SS DIRT DRIVE WAY SS 5je 9 GS ' 13"WS 58 INSTALL NEW 13" ERED WATER SERVICE JN, REMOVE EXISTING BOX AND ABANDON /2' {ISTING SERVICE, SEE D2 A LA L VY SS - M/ DA AV/ GA��I GA` ' WS SS 1 'WS GS IDRIVE DRIVE WAY WAY NSTALL 425 LF OF 8" CLASS 200 PVC OR ;LASS 350 DIP APPROXIMATELY ;TA B1 11+00 TO STA B1 15+25 JR WATERLINE PROTECTION, SEE (D2 DI DRIV SS WAY GS SS "W GS SS STA B1 12+ 0 W STA B1 12+18 INSTALL NEW 1" WATER SERVICE CONNECTION, WITH DOUBLE in SERVICE. REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE D WAY 2 STA B1 12+73 INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE DIRT DRIVE DIRT DRIVE STA B1 13+26 INSTALL NEW in WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 STA B1)13+00 – EXISTING STORM DRAIN: APPROXIMATELY 60' OF 8" CMP 0 O LU STA B1 14+35, INTERTIE: NEW 8" WITH EXISTING 2" INSTALL: 1-8" FLG CROSS 4-8" FLG X MJ GATE VALVES 1-8" MJ CAP TAPPED 2" IPS (3) 1-8" MJ CAP (D1 D1 APPROXIMATELY 4' OF 8" I 5) (1 APPROXIMATELY 15' OF 2", SEE STA B1 14+82, NEW FIRE HYDRANT INSTALL: 1-8" X 6" FLG BRANCH TEE 1-6" FLG X MJ GATE VALVE APPROXIMATELY 7 LF OF 6" PVC OR DIP RESTRAINT JOINT PIPE FIRE HYDRANT ASSEMBLY VERIFY LOCATION IN FIELD W/ENGINEER , SEE STA B1 14+0� SS DRIVE GS WAY HARES WATER SERVICE WITH 3120 PASADENA (D62) DRIVE WAY STA B1 10+65 INSTALL NEW WATER SERVICE CONNECTION, SE _ D2 STA B1 11+61 INSTALL r.EW i" WATER SERVICE CONNE CTION, REMOVE EXISTING BO < AND ABANDON EXISTING SERVICI:, SEE SS A W STA B1 15+00 SS r, A C' W SS' DIRT GS DRIVE WAY STA B1 11+69 INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON /2 EXISTING SERVICE, SEE 2 026"p SS t"WS Sn 1 1/2 078"p Q NEW 8" PIPELINE GAS 6" SS a Kuw wan below. Call befell yea Mit. SS DIRT GS DRIVE WAY STA B1 12+46 INSTALL NEW in WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SS SS GS STA B1 13+04 INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE DIRT DRIVE WAY U) 0 O w CONC. CURB 4' A C SIDE DRIVE WAY SS STA B1 14+37, 19' SOUTH: CONNECT TO EXISTING 2" WATER MAIN CUT, CAP AND ABANDON EXISTING 2" WATER MAIN PER GENERAL NOTE 11, SEE D2 STA B1 10+00 STA B1 11+CJ STA B1 12+00 STA B1 13+00 STA B1 14+00 STA B1 15+00 6265' 6265' 6260' 6260' EXISTING GROUND ELEVATION EXISTING GROUND ELEVATION 6255' 6255' EXIST GROUND ELEVATION CL ND, NEW 8 PIPE LINE In ___ � a-� L�_ �- - 6250' —� 4T U)IN F I INF 7 W W W r m W W N W m 6245' 6245' J 2 ~ J 2 F– N 6240' 6240' ' J J U) z Q) + o m 1i" WS STA B1 11+04: H J U z N N + m N N t" WS STA B1 11+77: 4" SS STA B1 11+88 INSTALL: 1" WS STA B1 11+90: GS STA B1 12+15: 4" SS STA B1 12+29 INSTALL: DOUBLE $" WS STA B1 12+30 EXISTING: DOUBLE $" WS STA B1 12+36: GS STA B1 12+37: 4" SS STA B1 12+57 INSTALL: " WS STA B1 12+83: 4" SS STA B1 12+86 EXISTING: r WS STA B1 12+87 INSTALL: V WS STA B1 12+88: . GS STA B1 13+18 INSTALL: ,-WS STA B1 13+35 EXISTING: " WS STA B1 13+36 INSTALL: WS STA B1 13+72: " GS STA B1 13+74: 4" SS STA B1 13+81: U' Z in z x w N N) + V m a U) 12" WATER MAIN STA B1 14+48 INSTALL: 8" CROSS INTERTIE WITH 2" STA B1 14+62: 2 GAS MAIN STA B1 14+67 INSTALL: Z Q DC 0 r = W Lr E r LLJ 0 co W 0 0 N N I+ F- c U W c( mo F- o W O M W Q W z W LY zz C m co Q. No. 51828 Exp. 6/30/08 CIV\L co- te OFCA03 0 4\ DATE: MAY 2007 SCALE: 1"= 20' DRAWN: MAM FILE:2008ALTAHOE SHEET: 21 OF 37 SHEETS SS STA B1 14+00 /2 SS GS e10••p 075•"p DIRT DRIVE WAY 0 EXISTING STORM DRAIN: APPROXIMATELY 60' OF 8" CMP SS L (7) 0 z STA B1 15+0 z 6 SS CONC. CURB V 4' A/C SIDE DRIVE WAY O Q INSTALL 76 LF OF 8" PVC OR DIP, SEE AND PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY/3\ INSTALL 235 LF OF 8" CLASS 200 PVC OR CLASS 250 DIP APPROXIMATELY STA B1 15+25 TO STA B1 17+60( 4� OR WATERLINE PROTECTION, SEE CD2 STA B1 16+67 INSTALL NEW 2" METERED WATER SERVICE CONNECTION, REMOVE EXISTING METER BOX AND ABANDON EXISTING SERVICE, SEE SS FIELD MEET WITH SPPCO PRIOR TO EXCAVATION; CONTRACTOR TO POTHOLE 72 HOURS IN ADVANCE OF PIPELINE INSTALLATION, TO CONFIRM LOCATION AND DEPTH OF UNDERGROUND UTILITIES; TOP OF NEW WATER PIPELINE TO BE MINIMUM 12" BELOW BOTTOM OF EXISTING UTILITIES. 2"WS DRIVE WAY (0 vl L PULL BOX - E('P NEW 8" PIPELINE STA B1 16+00 STA B1 17+00 S"PCO ''•UL L LAMf- DA /\VF 1 GAJ /2,' ////� ES So DRIVE WAY 1 SS STA B1 16+51 INSTALL NEW 2" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 1/ '9i777S-;17 SS GS 2"WS FOP.. , '///.! ,z777 PAVER WALK WAY DRIVE SS WAY co ;' 2" BLOW OFF, I CONTRACTOR TO SHUT OFF VALVE, REMOVE VALVE BOX AND PAVE OVER AT COMPLETION OF CONSTRUCTION END 81 LINE STA B1 18+23, INTERTIE: NEW 8" WITH EXISTING 6" INSTALL: 1-6" FLG TEE 3-6" FLG X FLG GATE VALVES 1-8" X 6" FLG REDUCER 1-8" FLG COUPLING ADAPTOR 2-6" FLG COUPLING ADAPT/R, I , SEE Co Co D1 STA B1 18+20 INSTALL: 8" 45' MJ ELBOW, SEE STA B1 18+15 INSTALL: 8" 45' MJ ELBOW, SEE D1 D1 STA B1 15+00 STA B1 16+(0 STA B1 17+00 STA B1 18+00 STA 81 19+00 STA B1 20+00 6265' 6265' 6260' 6260' EXISTING GROUND ELEVATION /ATI O N EXISTING GROUND ELEVATION 6255' 6255' II I II 0 1 d NEW 8" PIPE LINE li 4 VIEW 8" PIPE IINE In 6250' 6250' = (n W W N N + in r M 6245 6245' W Z J 2 U < N 6240' 6240' < Ili + co LE Q cn 4" SS STA 81 16+63 INSTALL: 2" WS STA B1 16+80 INSTALL: 2" WS I. STA B1 16+81 EXISTING: 1 2" WS STA B1 17+07 INSTALL: 18" 22? MJ ELBOW STA B1 17+14 INSTALL: 8" 22? MJ ELBOW STA B1 17+35 INSTALL: 1 8" 45' MJ ELBOW l STA B1 17+40 INSTALL: 8" 45' MJ ELBOW STA B1 17+44: f 4" ELECTRICAL CONDUIT STA 131 17+57: rGS STA B1 18+01: 4" ELECTRICAL CONDUIT STA B1 18+11: 4" ELECTRICAL CONDUIT STA B1 18+15 INSTALL: r 8" 45' MJ ELBOW END B1 LINE STA B1 18+36 INSTALL: I -- w W fx 1- w 1- (z AS—BUILT 11-05-08 MAM 1 V) oo U W a r/ 0z QLLJ 5 F- W U m 00Q O W C/) Z w J CL Li O Q n z icc 11_ C CO 15+25 TO el NAS c� QNr No. 51828 Exp. 6/30/08 CIV\\- p lOFCA1\ ) DATE: MAY 2007 SCALE: 1"= 20' DRAWN: MAM FILE:2008ALTAHOE SHEET: 22 OF 37 SHEETS 1 2 STA A 1+85 INS1 METERED WATER REMOVE EXISTING ABANDON EXISTIN STA A 1+87 Ir METERED WATEI REMOVE EXISTII ABANDON EXIS- DRIVE WAY SS NLL NEW 1" ,ERVICE, BOX AND SERVICE, SEE (D2) STALL NEW 1" SERVICE, IG BOX AND ING SERVICE, SEE STA A 2+55 INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE DRIVE "WS SS GS WAY No i"WS DRIVE - WAY SS GS STA A 1 +89 INSTALL N 1W j" WATER SERVICE CONNEC TION, REMOVE EXISTING BOX ,1ND ABANDON EXISTING SER' 'ICE, SEE STA A 1+81 INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTIN BOX AND ABANDON EXISTING SERVICE, SEE 2 2 REMOVE VALVE BOX AND PAVE OVEF AT COMPLETION OF CONSTRUCTION w i"WS SS / DRIVE WAY 2 SS GS SS 2 R/W a ka TALL II 1 w Mel INSTALL 8" PVC OR DIP, SEE AND I p1J PROVIDE RESTRAINED JOINTS WHERE REQUIRED\BY INSTALL 465 LF OF 8" CLASS 200 PVC OR CLASS 350 DIP APPROXIMATELY STA A 1+10 TO STA A 5+75 OR WATERLINE PROTECTION, SEE DRIVE WAY GS SS DOUBLE "WS GS DRIVE WAY SS STA A 4+37 INSTALL NEW 1" WATER SERVICE CONNECTION, WITH DOUBLE 4" SERVICE REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE DRIVE GS WAY SS B- O w d O w EW PI STA A 2+57 INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA A 4+00 AVI DRIVE GS GS SS DRIVE DRIVE GS WAY DOUBLE WAY WAY i"WS 811 Knew Mars below. Call Were you die. STA A 3+37 INSTALL NEW 1" WATER SERVICE CONNECTION, WITH DOUBLE 4" SERVICE REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SS 2 VV V1 "WS SS STA A 4+23 INSTALL NEW in WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA A 5+38, NEW FIRE HYDRANT INSTALL: 1-8" X 6" FLG BRANCH TEE 1-6" 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 , SEE 2 SSG >Q CCO STA A 5+47, INTERTIE: NEW 8" WITH EXISTING 6" INSTALL: 1-8" FLG CROSS 4-8" FLG X MJ GATE VALVES 2-8" X 6" MJ REDUCER 4-6" 45' MJ ELBOW 2-6" DRESSLER COUPLING APPROXIMATELY 10' OF 8" APPROXIMATELY 10' OF 6", SEE D1 D1 D1 5 D2 DRIVE SS GS 1"WS WAY SS 1 13"WS SS GS "WS REMOVE VALVE BOX AND PAVE OVER AT COMPLETION OF CONSTRUCTION TYPICAL OF 3 THIS SHEET w} Cc D CUT, CAP AND ABANDON EXISTING 1" WATER MAIN TYPICAL 2 THIS SHEET S STA A 1+00 STA A 2+00 STA A 3+00 STA A 4+00 STA A 5+00 STA A 6+00 6260' 6260' EXISTING GROUND ELEVATION 6255' 6255 I ELEVATION ELEV • I EXISTING GROUND NEW 8" PIPE I IN , -� W PI E LINE 6250' - 6250' 1 CO a 6245'cn W L w + N W 1 Ls I1 (n W (n W tO + N- Q Q 6245' 6240' J 2 in u) O) J fr- N 6240' 6235' 6235' M O M + r U) 2" GAS MAIN STA A 1+45: 4" SS STA A 1+81 INSTALL: 1" WS STA A 1+85 INSTALL: DOUBLE 1" WS STA A 1 +86 EXISTING: IDOUBLE 1" WS STA A 1+89 INSTALL: ri - CI C wa G 4" SS STA A 2+34: " GS STA A 2+54 EXISTING: " WS STA A 2+55 INSTALL: r WS STA A 2+57 INSTALL: I t" WS STA A 2+59: 4rSS STA A 2+83: p) + CV a !ix* 1(1) 4" SS STA A 3+33: " GS STA A 3+37 INSTALL: DOUBLE $" WS STA A 3+43: ( GS STA A 3+44: 4" SS STA A 3+99: r GS STA A 4+14: 4" SS STA A 4+23 INSTALL: WS STA A 4+37 INSTALL: [DOUBLE " WS STA A 4+40 EXISTING: 1 WS STA A 4+62: 4" SS STA A 5+12: 4" SS STA A 5+13: GS STA A 5+38 INSTALL: IFIRE HYDRANT STA A 5+47 INSTALL: I I- U I- u W CC I— o' U W H 1:0 Z AS -BUILT 11-05-08 MAM 1 1-- 0 O CC0 o IzI LJ Q W U Q w aW W O� o N w z LL .444 a- okofESS444, 4��p A S Z:3 CZ GFyc� No. 51828 \Exp. 6/30/08 DATE: MAY 2007 SCALE: 1"= 20' DRAWN: MAM FILE:2008ALTAHOE I STA A 6+34 INSTALL NEW 1" METERED WATER SERVICE CONNECTION, EMOVE EXISTING BO AND ABANDON EXISTI G SERVICE, SEE SS 2 D2) GS 1"WS DRIVE WAY SS STA A 7+76 INS TALL NEW " WATER SERVICE CONNECTION, REMOVE EXISTI JG BOX AND ABANDON EXISTING ';ERVICE, SEE SS ' v STA A 6+ STA A DRIVE WAY GS SS R/W 7 OC IPELJNE U X13"WS SS GS INSTALL 150 LF OF 8" PVC OR DIP, SEE /�1)AND 1 PROVIDE RESTRAINED JOINTS WHERE REQUIRED BYri\ DRIVE WAY SS INSTALL 325 LF OF 8" CLASS 200 PVC OR CLASS 350 DIP APPROXIMATELY STA A 5+75 TO STA A 9+00 OR WATERLINE PROTECTION, SEE STA A 8+20 INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 1 "WSGS STA A 8+00 2 DRIVE WAY SS GS tWS t" WS GS STA A 8+75 INSTALL NEW " WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA A 8+80 INSTALL NEW " WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE DRIVE SS WAY STA A 9+00 SS GS 0_ O w STA 9+86, 31' NORTH: CON ECT TO EXISTING 2" WATER MAIN CUT, CAP AND ABANDON EXISTING 2" WATE MAIN PER GENERAL NOTE 11, SEE TA A 0+00 -t tws SS GS SS DRIVE WAY STA A 6+40 INSTALL NEW " WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA A 5+92 INSTALL NEW 14" METERED WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 2 SS GS tw DRIVE WAY STA A 7+78 INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND AE ANDON EXISTING SERVICE, SEE STA A 7+84 INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 1"WS SS DRIVE WAY DUPLFx SS GS FULL WIDTH DRIVE WAY 2"WS STA A 8+78 INSTALL NEW 2" METERED WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON 2 EXISTING SERVICE, SEE D2 2"WS GS SS D SECOND 2" METERED ATER SERVICE In� Knowwharsbelow. Call balers yea lig. 6 D2) STA A 9+37 INSTALL NEW " WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE GSSS 1"WS 2 DRIVE c. WAY REMOVE VALVE BOX AND AT COMPLETION OF Ci TYPICAL OF 2 w} — r� PAVE OVER NSTRUCTION THIS SHEET O 0 vJ 0 O w H 2 STA A 10+00, INTERTIE: NEW 8" WITH EXISTING 2" INSTALL: 1-8" FLG CROSS 4-8" FLG X MJ GATE VALVES 1-8" MJ CAP TAPPED 2" IPS 1-8" MJ CAP APPROXIMATELY 4' OF 8" APPROXIMATELY 30' OF 2", SEE SS GS 0 s0— E?) P Q TA A 6" SS DIRT DRIVE WAY t"WS SS 11+00 DIRT DRIVE WAY GS STA A 10+25, NEW FIRE HYDRANT INSTALL: 1 —8" X 6" FLG BRANCH TEE 1-6" 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 , SEE CUT, CAP AND ABANDON EXISTING 2" WATER MAIN TYPICAL 2 THIS SHEET Sc r61 6270' 6265' 6260' 6255' U) 0 STA A 6+00 STA A 7+00 STA A 8+00 STA A 9+00 STA A 10+00 STA A 1 1 +00 tO EXISTING GROUND ELEVATION if) 6250' ' H U) 6245' UI N 0) + U7 F- UI UI UI 1- UI 0 UI J J UI z d' N) + O a UI UI 3 UI UI EXISTING GROUND ELEVATION IOW 8 PIPE LINE I NEW 8" PIPE LINE EXISTINGROUND ELEVATION W W W LU U) n + 0 NEW 8"' F J H H () N + N J J UI Z N + N 7+77 EXIS J J UI Z co N + N a F- N UI 3 acn acnacn VI a a a UI r V).- CO 1- J J A 8+20 IN UI 3 c0 N cn + + + CO CO 00 a cn acn a(n cn 0 1-: a: 1-: cn - N •xv cn 'n UI 3 J UI Z co N + to a( a_ a N ( n 8+80 INSTAL UI xv to + 0) cn UI UI A 9+36 EXISTIN J J 0 O + 0 J UI Z UI N O F - Z a cc r 6270' 6265' 6260' 6255' 6250' 6245' AS—BUILT 11-05—W MAM 1 '0 u J U 0 W O < WI~ O W N- Q 5 �WLC) U Q (� M W 0 Ly N LLJ _J _z 0 Lu 00- 0 stikoVESSA9414, c QP W Na. 51828 Exp. 6/30/08 s� CIV\\ o Orf OFCA1.3i DATE: MAY 2007 SCALE: 1"= 20' DRAWN: MAM FILE:2008ALTAHOE 1 24 OF 37 SHEETS 2 SS STA A 12+03 INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE DRIVE Y "W NEW 8-1-01 uN 0 0 W J 0 vl 0_ O w 0 w STA A 11+17 INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE D2 It SS RIVE WAY GS "WS SS D Vi WAY INSTALL 400 LF OF 8" PVC OR DIP, SEE 1 AND I PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY GS l 1 "WS /1\ GAS STA A 11+49 INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE DRIVE SS SS "WS WAY GS R/W STA A1%0200 3 01 STA A 11+74 INSTALL NEW in WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2" D2 S STA A 12+01 INSTALL NEN 14" METERED WATER SERVICE CONNECTION, REMOVE EX STING BOX AND ABANDON EXISTING SERVICE, SEE ,fir GS rWS. DRIVE o WAY " SS TSTA A S .13+0' STA A 12+98 INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE VACANT STA A 14+ 2 rn 0 1 m O GS SS u 1"WS /FULL WIDTH / DRIVE WAY SS o" SS STA A 14+25: WATERLINE PROTECTION AT 6" SEWER MAIN, SEE 3\ D2 CUT, CAP AND ABANDON EXISTING 2" WATER MAIN PER GENERAL NOTE 11, SEE DRIVE SS GS1"W$�„ WAY h' Pzz Knew what's below. Call belire nu ilk. SS STA A 12+74 INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 2 STA A 13+43 INSTALL NEW 1i" METERED WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE GS SS / 1 "WS 2" D2 FULL WIDTH DRIVE WAY STA A 14+10, NEW FIRE HYDRANT INSTALL: 1-8" X 6" FLG BRANCH TEE 1-6" 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 , SEE SS 0_ O w 0 0 O w _8" W_ END A LINE STA A 14+54, INTERTIE: NEW 8" WITH EXISTING 8" INSTALL: 1-8" ELG X MJ GATE VALVE 2-8" MJ 45' ELBOW APPROXIMATELY 5' OF 8" REMOVE: 8"X6" REDUCER 6" GATE VALVE 6"X2" REDUCER, SEE SS (D1) (D)'D1) STA A 6270' 10+00 STA A 11+00 STA A 12+00 STA A 13+00 STA A 14+00 STA A 15+00 6265' T dh 0 F- 0 La I 0 ii_ W 0z T 6270' 6260' 0 NzI_ 6265' V 1 EXISTIN d ;ROUND ELEVATION EXISTING GROUND ELEVATION I 0 6260' 6255' L W 'q! rn 51828 6/30/08 or Dor EXISTING GROUND ELEVATION SCALE: 1"-= 20' DRAWN: MAM J____.0 SHE . 1 25 OF 37 1 SHEETS - 6255' _INE I 1 I NEW 8" PIPE LINE W i 1 NEW ti LINE I 6250' U)I a I 6245' Z =1 2 U 1- Q < 1— V) 6250' M 6245' G J z I- N Z w N ao + + < v) a (1)r 1" WS STA A 11+45: 4" SS STA A 11+47 EXISTING: t' WS - STA A 11+49 INSTALL: r WS STA A 11+69: t" GS STA A 11+74 INSTALL: WS STA A 11+82: .- + cn a 0 nit (.1)in STA A 12+02 EXISTING: r i" WS STA A 12+03 INSTALL: . WS STA A 12+60: 4" SS STA A 12+70: r GS - STA A 12+74 INSTALL: 1" WS STA A 12+98 INSTALL: WS 4" SS STA A 13+27: " GS STA A 13+34: 4" SS STA A 13+43 INSTALL: J J I- Z O + 3 a FIRE HYDRANT STA A 14+25: 6" SEWER MAIN END A LINE STA A 14+54 INSTALL: w in w z AS—BUILT ' 11-05-08 MAM 1 SOUTH TAHOE PUBLIC UTILITY DISTRICT I Sewer . 1960. Water A PUBLIC AMC /t7! Msadsw (Ant Into • South lab Mhos CaOMM, 96100 Mone (0.10) 044-6474 lbw (050) 041-4511 ML11wpe,N.w W U W 'St- LC) T dh 0 F- 0 La I 0 ii_ W 0z T PI ACFM 0 NzI_ V 1 J CL Qn 0 ry z I 0 #45 F.71 w OQ� ict No. Exp. 'q! rn 51828 6/30/08 or Dor DATE: MAY 2007 SCALE: 1"-= 20' DRAWN: MAM FI LE:2008ALTAHOE SHE . 1 25 OF 37 1 SHEETS ABANDON AND REMOVE E ISTING FIRE HYDRANT PER GENERAL TE 11 REMOVE VALVE BOX AND PAVE OVER AT COMPLETION OF CONSTRUCTION — 6" SS SS STA Al 1+10 WATERLINE PROTECTION AT 6" SEWER MAIN, SEE W} >a CE CUT, CAP AND ABANDOJ EXISTING 4" WATER MAA PER GENERAL NOTE 11, SEE SECTION 1-8, WOK SEQUENCE AND CONSTf'AINTS OF THE SPECIAL CONDI TIONS. EGIN Al LINE STA Al 1+00, INTERTIE: NEW 8" TO EXISTING 14" INSTALL: 1-14" X 8" TAPING SADDLE 1-8" FLG X MJ GATE VALVE, SEE GENERAL NOTE 21 FOR OT T\P, SEE / 3� /4T D 1 �D)y SS "WS GS „W STA Al 1+82 INSTALL NEW 1" WATER SERVICE CONNECTION, WITH DOUBLE " SERVICE REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE TA Al 2+00 DRIVE WAY 1" WtSS NEW 8" PIPELIN DRI''. GS DRI A S R/W D2 STA Al 2+66 INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 2 STA Al 3+45 INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE r "WS S.GS G STA Al- 34-00 EOf INSTALL 60 LF OF 8" PVC OR DIP, SEE I ) AND DIJ PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY/r3\ INSTALL 425 LF OF 8" CLASS 200 PVC OR CLASS 350 DIP APPROXIMATELY STA Al 1+60 TO STA Al 5+85 OR WATERLINE PROTECTION, SEE DRIVE WAY DRIVE GS WAY 2 DOUBLE C WS STA Al 4+34 INSTALL NEW 1" WATER SERVICE CONNECTION, WITH DOUBLE " SERVICE. REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE DRIVE SS WAY GS GS DRIVE WAY STA Al 5+20 INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EX STING SERVICE, SEE D2 Nh 0 0 LU >Q STA Al 5+57, NEW VALVE ASSEMBLY INSTALL: 1-8" FLG CROSS 4-8" FLG X MJ GATE VALVES 2-8" MJ CAP APPROXIMATELY 4' OF 8", SEE "WS SS GS a_ A STA 41 1+90 WATE RLI NE PROTECTION AT 6" S EWER MAIN, SEE CD2 STA Al 1+45 NEW FIRE HYDRANT INSTALL: 1-12" X 6" FLG BRAE C 1-6" FLG X MJ GATE APPROXIMATELY 10 LF PVC OR DIP RESTRAIN - FIRE HYDRANT ASSEME _Y VERIFY LOCATION IN F E — STA Al 1+66 INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE H TEE VALVE OF 6" JOINT PIPE LD W/ENGINEER , SEE I 6 1 D1 2 STA Al 2+69 INSTALL NEW " WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE tit usra 2 Knew what's below. Call before yew lit WAY STA Al 3+43 INSTALL NEW " WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 STA Al 4+29 INSTALL NEW " WATER SERVICE CONNECTION, STA Al 3+34 INSTALL NEW 4" REMOVE EXISTING BOX AND WATER SERVICE CONNECTION, ABANDON EXISTING SERVICE, SEE REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 2 STA Al 5+33 INSTALL NEW " WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND �2\ ABANDON EXISTING SERVICE, SEE CD2 STA Al 5+73, NEW FIRE HYDRANT INSTALL: 1-8" X 6" FLG BRANCH TEE 1-6" FLG X MJ GATE VALVE APPROXIMATELY 10 LF OF 6" 2 PVC OR DIP RESTRAINT JOINT PIPE FIRE HYDRANT ASSEMBLY VERIFY LOCATION IN FIELD W/ENGINEER , SEE 1 Wr >a CC0 2 6265' 6260' 6255' 6250' 6245' 6240' STA Al 1+00 STA Al 2+0( STA Al 3+00 STA Al 4+00 STA Al 5+00 STA Al 6+00 EXISTING GROUND ELEVATION E 1INE 4 NEW 8' PIPE LINE EXISTING GROUND ELEVATION 1 1 1• a, d W EXI`. J J Q (n S' Z Z Z O c JO CO + CO W X ~ C` W <t H Z O + (n O +66 INSTALL + U) U) cn 1- J H 0 W J CO 0 0 O O + 0 CO O N + N Q N 0 z J J U) CO O + N U) U) U H X W 0 N + N Q U) U) V) 0 N + to U) U) d N N M F- U) V) J J U) Z 1- M to a U) 3+42 EXISTING: 3+45 INSTALL: O N to U) U) t U) U O + Q nht U) N J J Z O N + Q 0 U) U) O CD + Q cn I- U) CD CD + (n Q � a w U) U) J J Z 0 N + in Q F- U) U) U) 0 CL U co 6265' 6260' 6255' 6250' 6245' 6240' AS -BUILT 11-05-08 MAM 1 n 51828 6/30/08 AL DATE: MAY 2007 SCALE: 1"= 20' DRAWN: MAM FI LE:2008ALTAHOE SHE 1 26 OF 37 SHEETS AS -BUILT 11-05-08 MAM 1 w 0 O w l 0 O w tws ss i W STA Al 5+94 INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE GS SS 1EOP 2 STA Al 7+82 INSTALL NEW 2" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA Al 7+49 INSTALL NEW i" WATER SERVICE CONN =CTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVIC E, SEE DIRT DRIVE WAY SS R/W 4.. W-- E0P LAC A�/ c 0 O w GS SS 2" D2 DRIVE` WAY 1"WSSS 2' S GdS STA Al 9+26 INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA Al 9+07 INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA Al 8+47 INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON /2 EXISTING SERVICE, SEE 1 D2) 2" FOR 921 ALAMEDA, 1" FOR 913 'LLAC 1 "WS DRIVE SS WAY GS DRIVE 1"WS' WAY SS GSSS 2\ D2 2 DIRT DRIVE 1"WS WAY 5 4"WS INSTALL 445 LF OF 8" PVC OR DIP, S PROVIDE RESTRAINED JOINTS WHERE R 0 0 w STA Al 7 00 8" PIPELINE Ens STA Al 7+12 INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON2\ EXISTING SERVICE, SEE(//D2) STA Al 6+21 INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 R/W WS GS SS GS SS DRIVE DIR WAY 01 STA Al I r v v +00 STA A 1 d 0 w 5� .E D1 AND D1 QUIRED BY/ 3� L, D1 ria 03cn Al SS STA Al 10+21, 37' NORTH: CONNECT TO EXISTING 1 1/2" WATER MAIN CUT, CAP AND ABANDON EXISTING 1 1/2" WATER MAIN PER GENERAL NOTE 11, SEE REMOVE VALVE BOX AND PAVE OVER AT COMPLETION OF CONSTRUCTION TYPICAL OF 2 THIS SHEET GS GSSS VWS v 10+00 0 ,3 "P 0 N 0 W 1 "ws GS DIRT SS S1 DRIVE WAY 1"WSa WAY DI DR tv SS V SS GS T E SA Al 7+60 INSTALL NEW 1" METERED WATER SERVICE Ci )NNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE D2 STA Al 7+80 INSTALL NEW 14" METERED WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 ft Knew wws below. Call Mere no ey. STA Al 8+34 INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SS ° 14"P DRIVE SS WAY STA Al 9+25 INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE DI 0 0 w " WS GS DIRT DRIVE WAY STA Al 9+ INSTALL: 1-8" X 6" 01-6" FLG Li ARP ROXIM PVC OR DI FIRE HYDR VERIFY LO ca 003 69, NEW FIRE HYDRANT FLG BRANCH TEE { MJ GATE VALVE [ELY 5 LF OF 6" RESTRAINT JOINT PIPE NT ASSEMBLY ATION IN FIELD W/ENGINEER DIRT DRIVE WAY 2 EOP 4,, W STA Al 11+00 • 6" SS STA Al 9+90, INTERTIE: NEW 8" WITH EXISTING 1 4" INSTALL: 1-8" FLG CROSS 4-8" FLG X MJ GATE VALVES 1-8" MJ CAP TAPPED 2" IPS 1-8" MJ CAP APPROXIMATELY 4' OF 8" APPROXIMATELY 43' OF 2", SEE SEE SS G DI DR W. D1 D1 H- CD W L_L W 0 = W Q Q W 0 EL 0 N W z 10 0 C— Q 0 F- W LC) / Q C/) W FEJ cLz g c9 FESS � A• e- 4 yr No. Exp. 6/30/5182808 ale A • DATE: MAY 2007 SCALE: 1"= 20' DRAWN: MAM FILE:2008ALTAHOE -tldf 1 P 27 OF 37 SHEETS STA Al 6+00 STA Al 7+00 STA Al 8+00 STA Al 9+00 STA Al 10+00 STA Al 11+00 6265' 6265' 6260' 6255' 6260' 6255' _7 Win LXISIING GROUND ELEVATION EXISTING GROUND ELEVATIONEXISTING GROUND ELENATIOIIII L6250' • O W 6250' N 03 NEW 8" PIPE LINE 'T , + NEW 8" PIPE LINE 1 W w N W Q I W'O W N W y— Q 6245' Z J 2 0 6240' < Q V) (n Z -2 0 I— Q V) 6245' M M 6240' JJ J v)u Z st + a v t" WS STA Al 6+21 INSTALL: r WS STA Al 6+22 EXISTING: r WS STA Al 6+23: 4" SS STA Al 6+24: " GS STA Al 6+41: " GS STA Al 6+51: J Z N + N Q cn vi- vvH C L F v N 1 r v) a 30 ' 1 WS STA Al 7+23: 4" SS STA Al 7+39: 4" SS STA Al 7+49 INSTALL: " WS STA Al 7+60 INSTALL: 1" WS STA Al 7+61 EXISTING: 1" WS STA Al 7+73: STA Al 7+78 EXISTING: r 13" WS STA Al 7+79: " GS STA Al 7+80 INSTALL: 13" WS STA Al 7+82 INSTALL: 2" WS STA Al 8+04: 4" SS STA Al 8+29: Tr GS STA Al 8+33 EXISTING: 1" WS STA Al 8+34 INSTALL: 1" WS STA Al 8+38: 4 SS STA Al 8+47 INSTALL: 1" WS STA Al 8+78: $" GS STA Al 8+99: 4" SS STA Al 9+07 INSTALL: 1" WS STA Al 9+25 INSTALL: $" WS STA Al 9+26 INSTALL: $" WS STA Al 9+27 EXISTING: WS STA Al 9+58: 4" SS STA Al 9+69 INSTALL: FIRE HYDRANT STA Al 9+90 INSTALL: 8" CROSS INTERTIE WITH 14" STA Al 10+00: 8" SEWER MAIN STA Al 10+35: H- CD W L_L W 0 = W Q Q W 0 EL 0 N W z 10 0 C— Q 0 F- W LC) / Q C/) W FEJ cLz g c9 FESS � A• e- 4 yr No. Exp. 6/30/5182808 ale A • DATE: MAY 2007 SCALE: 1"= 20' DRAWN: MAM FILE:2008ALTAHOE -tldf 1 P 27 OF 37 SHEETS L D ii 0 O w CH - STA Al 10+E 0 WATER SEE U) REMOVE ., ABANDON EXIS cC i 9 U) 0_ O w DI 0 7 INSTALL NEW i" VICE CONNECTION, EXISTING BOX AND ING SERVICE, SEE 2 .Q -co SS GS 0 30"P V STA Al 11+74 INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE GSSS 'WS 1 DIRT DRIVE WAY EOP4„ W STA Al 11+00 GAS 6" SS STA Al 12+30 INSTALL NEW a" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE DRIVE WAY SS GS "WS 2 SS W EOP SS INSTALL 370 LF OF 8" PVC OR DIP, SEED1 AND1 PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY/3 INSTALL 55 LF OF 8' CLASS 200 PVC OR CLASS 350 DIP APPROXIMATELY STA Al 14+20 TO STA Al 14+75e, OR WATERLINE PROTECTION, SEE R "WS G RIVE AY SS STA Al 12+00 SS „F L C� i"WS GS DIRT DRIVE WAY S; GS "WS° "WS D / k DRIVE WAY STA Al 11+64 INSTALL N=W i" WATER SERVICE CONNE ;TION, REMOVE EXISTING BO:: AND ABANDON EXISTING SERVICE, SEE STA Al 10+66 INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND 2 ABANDON EXISTING SERVICE, SEE 62 Jail' Knew whets below. Call bolus nu dig. 1 D1 STA Al 14+26, 42' N4'TH: CONNECT TO EXISTING 3" WATER MAIN CUT, CAP AND ABANDON EXISTING 3" WATER MAIN PER GENERAL NOTE 11, SEE R '•V e BO SND P=VE 0 .R AT COMPLETION OF • ST' • TIO STA Al 13+78 INSTALL NEW 1" WATER SERVICE CONNECTION, WITH DOUBLE in SERVICE. REMOVE EXISTING BOX AND /2' ABANDON EXISTING SERVICE, SEE D2 DIRT PRIVATE WELL DRIVE WAY GS SS EOP 4„ W EW 8' PIPELINE R/W GS DRIVE SSG WAY 1"WS FULL WIDTH DRIVE WAY SS GS STA Al 12+33 INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING METER AND ABANDON EXISTING SERVICE, SEE STA Al 11+86 INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 5 D2 STA Al 13+00 "WS DRIVE WAY 6" SS GAS SS GS SS STA Al 12+91 INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 D2 DOUBLE DRIVE i"WS WAY GS 9 DRIVE WAY SS SS GS VtS .t i Agacin SS and 4 � I 1,11 STA Al 14+48, INTERTIE: NEW 8" WITH EXISTING 2" INSTALL: 1-8" FLG CROSS 3 /4 4-8" FLG X MJ GATE VALVES \ D1 2-8" MJ CAP TAPPED 2" IPS APPROXIMATELY 4' OF 8" APPROXIMATELY 75' OF 2", SEE GS 2"WS SS 15+00 STA Al 13+44 INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 6" SD D1 (1h D2 SS VALVE BOX AND PAVE OVER OMPLETION OF CONSTRUCTION STA Al 14+64, 40' SOUTH: CONNECT TO EXISTING 2" WATER MAIN CUT, CAP AND ABANDON EXISTING 2" WATER MAIN PER GENERAL NOTE 11, SEE STA Al 14+64, 43 SOUTH: TRANSFER i" WATER SERVICE 2 CONNECTION AS NEEDED, SEE D2 STA Al 14+17, NEW FIRE HYDRANT INSTALL: 1-8" X 6" FLG BRANCH TEE 1-6" FLG X MJ GATE VALVE APPROXIMATELY 5 LF OF 6" PVC OR DIP RESTRAINT JOINT PIPE FIRE HYDRANT ASSEMBLY VERIFY LOCATION IN FIELD W/ENGINEER , SEE 6" D1 AS -BUILT 11-05-08 MAM 1 c W 0_ W z0 I W Q W 00 Q n� W 0 N LLJ z CL Li_ O ry Q n_ Q 0 H- 0 0 /Q V J w z DATE: MAY 2007 SCALE: 1 "= 20' DRAWN: MAM FILE:2008ALTAHOE 28 OF 37 SHEETS r STA Al 10+00 STA /1 11+00 STA Al 12+00 STA Al 13+00 STA Al 14+00 STA Al 15+00 6265' 6265' 6260' 6260' EXISTING GROUND ELEVATION EXISTING GROUND ELEVATION 6255' 6255' _ Ca EXISTING GROUND ELEVATION- ��`��► _ 1 LINE W In , PIPE 6250' 6250' �� + 1 � / 1 LLI LU.I I tW N� W Q 6245' 6245' I•�'C Z J I 0 Q Z J 0I Q H (n 6240' 6240' occ a 4" SS STA Al 10+66 INSTALL: ✓ WS STA Al 10+67 EXISTING: " WS STA Al 10+78: i" GS STA Al 10+87 INSTALL: ' WS STA Al 11+32: 4" SS STA Al 11+64 INSTALL: $" WS STA Al 11+65 EXISTING: V WS STA Al 11+73: " GS STA Al 11+74 INSTALL: $" WS STA Al 11+85 EXISTING: " WS STA Al 11+86 INSTALL: " WS STA Al 12+27: 4" SS STA Al 12+30 INSTALL: i" WS STA Al 12+31: Ill " GS STA Al 12+32 EXISTING: r 1" WS STA Al 12+33 INSTALL: 1" WS STA Al 12+81: STA Al 12+92 EXISTING: r 1" WS STA Al 12+95: . GS STA Al 13+37: 4 SS STA Al 13+43 EXISTING: . WS STA Al 13+44 INSTALL: . WS STA Al 13+70: " GS STA Al 13+78 EXISTING: DOUBLE ° WS STA Al 13+85: 4" SS STA Al 14+17 INSTALL: FIRE HYDRANT STA Al 14+48 INSTALL: 8" CROSS INTERTIE WITH 2" STA Al 14+64 EXISTING: z w w AS -BUILT 11-05-08 MAM 1 c W 0_ W z0 I W Q W 00 Q n� W 0 N LLJ z CL Li_ O ry Q n_ Q 0 H- 0 0 /Q V J w z DATE: MAY 2007 SCALE: 1 "= 20' DRAWN: MAM FILE:2008ALTAHOE 28 OF 37 SHEETS r O w 0 O w STA Al 15+25 INSTALL NEW 2" METERED WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 6 D2 D STA Al 16+18 INSTALL NE VV 1" METERED WATER SE NICE CONNECTION, REMOVE EXI ;TING BOX AND ABAJDON EXISTING SERVICE SEE STA Al 17+33 INSTALL NEW 2" 2\ D2 METERED WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE CD22 CUT, CAP AND ABANDON EXISTING 4" WATER MAIN PER GENERAL NOTE 11, SEE SECTION 1-8, WORK SEQUENCE AND CONSTRAINTS OF THE SPECIAL CONDITIONS. 6 2 TEL ULL BOX U) U) PPCO VAULT cc VACANT SS SS GS 1"WS R/d 6"" SS EOP Al 15+00 A NEW 8" PIPELINE PARKING I (Yr 4" W 2"WS \ /� STA Al 17+00 INSTA _L 205 LF OF 8" PVC OR DIP, SEEp1 AND PROV DE RESTRAINED JOINTS WHERE REQUIRED BY STA Al 17+60 INSTALL: 8" 45' MJ ELBOW, SEE D103 INSTALL 115 LF OF 8" CLASS 200 PVC OR CLASS 350 DIP APPROXIMATELY STA Al 14+75 TO STA Al 15+90// 4\ OR WATERLINE PROTECTION, SEE 2 STA Al 17+65 INSTALL: 8" 45' MJ ELBOW, SEE3 D1 Z Q STA Al 17+95, 85' NORTH INSTALL NEW 1.5" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA Al 17+84 INSTALL: 8" 45' MJ ELBOW, SEE STA Al 17+79 INSTALL: 8" 45' MJ ELBOW, SEE 3-\ D l/ FIELD MEET WITH SPPCO PRIOR TO EXCAVATION; CONTRACTOR TO POTHOLE 72 HOURS IN ADVANCE OF PIPELINE INSTALLATION, TO CONFIRM LOCATION AND DEPTH OF UNDERGROUND UTILITIES; TOP OF NEW WATER PIPELINE TO BE MINIMUM 12" BELOW BOTTOM OF EXISTING UTILITIES. STA Al 17+95, 21' NORTH, INTERTIE: NEW 8" WITH EXISTING 4" INSTALL: 1-4" X 4" FLG BRANCH TEE 2-4" FLG COUPLING ADAPTORS, SEE D1 CO1 END Al LINE STA Al 17+95, NEW 8" VALVE ASSEMBLY INSTALL: 1-8" FLG TEE 3-8" FLG X MJ GATE VALVES 1-8" MJ CAP 1-8" X 4" MJ REDUCER APPROXIMATELY 4' OF 8" APPROXIMATELY 15' OF 4", SEE 1 5N' 2" BLOW OFF, CONTRACTOR TO SHUT OFF VALVE, REMOVE VALVE BOX AND PAVE OVER AT COMPLETION OF CONSTRUCTION 6270' 6265' 6260' STA Al 15+00 STA Al 16+0) STA Al 17+00 STA Al 18+00 0 N 0 6255' W LO EXISTING GROUND LLLVAHHON 1n LU IiJ N NEW 8"" PIPE LINE 6250' z J 2 U 6245' C 1- Q I NEW • N J J z in N in Q U) U) U) N CO CO + in a U) U) 0 CO J w 3 3 in a in 1- 1- V) CO C/J 00 a UI z in N 0 m J W J - UI Z o -o No 0m + 0 + W ¢o Qi- (i)' V) CO J UI z co co N' a 0 CO J w 3 re - a w aj • 0 W zUI: U) 00 W U) 00 z UI z in w d1 Z+ 6270' 6265' 6260' 6255' 6250' 6245' ( AS -BUILT 11-05-08 MAM 1 V 1 N N- 0 w 0 0 OIL o z =w+ LJJU Q Q CD 0( Q o F- N w U) zw DATE: MAY 2007 SCALE: 1"-= 20' DRAWN: MAM FILE:2008ALTAHOE 1 29 OF 37 SHEETS 1 BEGIN, 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 1-8" 45' MJ ELBOW 2-6" TRANSITIONAL COUPLINGS 2-6" PIPE RESTRAINTS APPROXIMATELY 3 LF OF 8" & 6" PVC OR DIP RESTRAINT JOINT PIPE ST +2 INSTALL NEW 4" ATER ERVI i'N IN. REMOVE EXISTING Be AND ABANDON EXISTING SERVICE, SEE Ss STA 1+15, NEW FIRE HYDRANT INSTALL: 8" X 6" FLG BRANCH TEE FLG X MJ GATE VALVE AP " OXIMATELY 8 LF OF 6" PVC S" DIP RESTRAINT JOINT PIPE 'FIRE H /RANT ASSEMBLY RIFY L• ATION IN FIELD W/ENGINEER STA WAT RE ABAN DOI D1 Z O w D2 CUT, CAP 2" PIPE PER GE SS A: - 'J . TING NERAL NOTE 11 PP 2+25 R INSTALL NEW 4" IR SERVICE CONNECTION, MOVE EXISTING BOX AND EXISTING SERVICE, SEE 2 D2 - - - 2" W C5 STA 2+60, INSTALL: 8" FLG CROSS 4-8" FLG X MJ GATE VALVES 8" MJ X 13" IPS CAP 2-13" X 6" BRASS NIPPLE 4-13" 45' BRASS ELBOW APPROXIMATELY 27 LF 14" CTS POLY PIPE COMPRESSION COUPLING AS REQUIRED 3 D 5 D1 D1 1 2 SS SS INSTALL 525 LF OF 8" DIP OR PVC, PROVIDE RESTRAINED JOINTS WHERE STA 3+32 L INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 4' WS SS SEE (D1)AND 1 D1 REQUIRED BY ( / 3 D1/y D2 STA 3+81 L INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE S STA 5+44 L INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE ON A DP V:= ) DRIVE WAY EW 8" PIPs NE - G 269 DRIVE wA 2 W GAS 1 R/W GAS CRIVE SS S CAPIS DRIVE pp-N. WAY r n I t"ws • D 1 OHU STA 2+81, E* IRE HYDRANT INSTALL: 8" X 6 gg BRANCH TEE 6" FLG X p,01 GAIT VALVE APPROXIM TELY 8 LF OF 6" PVC OR DIP RESTRAINT JC INT PIPE FIRE HYDRANT ASSEMBLY VERIFY LOCATION IN `IELD W/ENGINEER ss STA +22 R INSTALL NEW 4" WATE SERVICE CONNECTION, RE OVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE (D22) STA 2+96 R INSTALL NEW 1" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE T ANC A VI- N (J/ DRIVE DIRT DRIVE WAY WAY SS 1"WS U GS /STA 3+96 R INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE (D22) STA 4+50 R INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE Knew whershOlOw. Call Were yen rig. OF. 2••Ws SS GS 2 D2 OHU GS DRIVE WAY OH — — OH Sep DRIVE N 0 W N W W N GS W Z J U N CD U) SS 4"WS DRIVE • At6H SS e WS GS STA 5+03 R INSTALL NEW a' WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 D2 STA 5+54 R INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE GS SS rws OR�VE W Y GSSS OHU AS—BUILT 1 1-05-08 MAM 1 zLO W\ N Q co O O Q (f) U I— LLI I U) OH- zJ Qw� O w QU Q COQz U w 1 O0_ W 13 Z o - C FESS 4\ 49Qtek1V QJV A.SC/G^, & No. 51828 7F Exp. 6/30/08 le OFCA.F� P DATE: JUN 2008 SCALE: 1m= 20' DRAWN: TJR FILE:2008ALTAHOE r \30 OF 37 SHEETS 1 P STA 6+11 L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SE a- 0 w GSSS „WS "WSSS CUT, CAP & ABANDON EXISTING 14" PIPE PER GENERAL NOTE 11 STA 6+63 R INSTALL NEi WATER SERVICE LATERAL WITH DOUBLE i" SERVICE REMOVE EXISTING BOX A ABANDON EXISTING SERVI 0 cc 1' ONNECTION, 2 S IA 7+30, INTERTIE: N EW 8" WITH EXISTING 8" It STALL: 1-8" FLG CROSS 2 -8" FLG X MJ GATE VALVES 4 -8" MJ 45' ELBOW A ,DPROXIMATELY 20 LF OF 8" P ✓C OR DIP RESTRAINT JOINT PIPE SEE, 5 D1 GS "WS SS STA 7+56 L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE GS SSi"WS STA 8+13 L INSTALL NEW in WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 STA 8+22 L INSTALL NEW 1" / WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 1"WSSS GS 2 STA 9+13 L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND 2 ABANDON EXISTING SERVICE, SEE (D2) STA 9+22 L INSTALL NEW 4" /WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE WS S ."WS GS SS EW 8" PIPELINE 3� 4� D1 D1 STA 11+31, CONNECT TO EXISTING 10" PIPE INSTALL: 10" X 8" FLG CROSS 2-10" FLG X MJ GATE VALVE 2-8" FLG X MJ GATE VALVE 2-10" TRANSITIONAL COUPLING APPROXIMATELY 6 LF OF 10" PVC OR DIP RESTRAINT JOINT PIPE U) OHU STA 7+81 R INSTALL NEW in WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA 7+64 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA 7+43, NEW FIRE HYDRANT INSTALL: 8" X 6" FLG BRANCH TEE 6" FLG X MJ GATE VALVE APPROXIMATELY 8 LF OF 6" PVC OR DIP RESTRAINT JOINT PIPE FIRE HYDRANT ASSEMBLY VERIFY LOCATION IN FIELD W/ENGINEER D1 kusw airs below. Call before you dig. W — OH lot SS — OHU — SS EOP 0 --21b4 SS APPROXIMATELY STA 9+75 TO STA 11+93 CLASS 200 PVC OR CLASS 350 DIP SEE, STA 9+19 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE INSTALL 568 LF OF 8" DIP OR PVC, SEE 1 D1 AND PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY W Z d N W SS CUT, CAP & ABANDON EXISTING PIPE PER GENERAL NOTE 11 HU GS REMOVE VALVE BOX AND PAVE OVER AT COMPLETION OF CONSTRUCTION, TYPICAL OF TWO THIS SHEET U, FH OH 0 0 0 0 w N 0 ,, Sc < 0 0 AS -BUILT 1 1-05-08 MAM 1 CN LLJ 0_ LLJ O Q F Q 00 0 N LLI z LiJ 0 Q CY F- U) Ll_ Q U F-- :2: z LTJ LLJ U Q Cl_ CY 'O L C C 0 CN u ) LLJ Li 0 0_ z 0_ Fl No. 51828 6/30/08 qT CIV\\- 4rf OF CAS. DATE: JUN 2008 SCALE: 1"= 20' DRAWN: TJR 1 31 OF 37 SHEETS SS GS 1}RT DRIVE WAY GAS 0 SSMH —2' OF ss SS ss GS GAS v STA 12+78 L INSTALL NEW i" W/ TER SERVICE CONNECTION, f EMOVE EXISTING BOX AND ABAND )N EXISTING SERVICE, SEE OHU 0- 0 0 A 0 �" 55 U) < 0 CD x 0 U) C' 0 OHU S'A 8+00 —e- GS S. r"WS 2 STA 13+36 L INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA 13+92 L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 STA 14+51 L INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND /2 ABANDON EXISTING SERVICE, SEE 1 D2) SASS GS 1 "WS SS "WS ;AS SM GS STA 12+61 R INSTALL NEW j" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA 12+11 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE R/W SS GS Knew Mats below. Call hears you iii. STA 14+23 R INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA 13+19 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA 13+11 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE t 2 2 2 STA 15+25, CONNECT TO EXISTING 6" PIPE INSTALL: 8" FLG TEE 3-8" FLG X MJ GATE VALVE 2-6" TRANSITIONAL COUPLING 1-8" 1 1' MJ ELBOW APPROXIMATELY 20 LF OF 8" PVC OR DIP RESTRAINT JOINT PIPE DISTRICT CREWS INSTALLED A TEE WITH 2- 2" VALVES ON THE 2" MAIN ALSO THE TEE IS ATTACHED TO THE 6" STEEL MAIN, THE 2" MAIN RUNS THE ON OAKLAND FROM SONOMA TO EL DORADO, THE HOUSES ON OAKLAND ARE TIED TO THE 2" NOT THE 6", THE FIRE HYDRANTS ARE TIED TO THE 6" STEEL MAIN STA 14+79 R INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 AS -BUILT 1 1-05-08 MAM 1 w z w Q 0 Q LJ Q (f) S a_ 0_ Q U wl O I - z Qw LJ Q Q 00 o Ow Ory N w z J LJ F - Q N r 0 F- L J c C U) w L 0 z 0 F- U LJ O 0 Q /%0 t (\ JL A SCG No. 51828 Exp. 6/30/08 j> CIV OFCA--w- it DATE: JUN 2008 SCALE: 1"= 20' DRAWN: TJR FILE:2008ALTAHOE 1 P -32 OF 37 SHEETS 0_ O W SS SS SSMH STA 1+42, INSTALL: 8" 45' MJ ELBOW SS DRIVE WAY GS2"WS 'WS OH U SS STA 1+00, BEGIN, REMOVE EXISTING, 8" X 6" FLG REDUCER 6" FLG GATE VALVE 6" X 3" FLG REDUCER INSTALL: 8" FLG X MJ GATE VALVE CUT AND CAP EXISTING PIPE 33" OHU OHU W DRIVE ss Arm STA 1+14, INSTALL: 8" 45' MJ ELBOW SS GAS' A 2--00 H DR VE WAY STA 2+40 R INSTALL WATER SERVICE CON' REMOVE EX,STING E ABANDON EXISTIN3 SERVI STA 2+70 R WATER SERVI REMOVE EX ABANDON EXISTII` SS STA 1+87 L INSTALL NEW " WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND /2� ABANDON EXISTING SERVICE, SEE \E/J STA 1 +95 L INSTALL NEW " WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE GS GS SS 4 WS 2 "WS SS STA 2+92 L INSTALL NEW 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE " SERVICE. REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 DRIVE WAS NEW INSTALL 425 LF OF 8" DIP OR PVC, SEE PROVIDE RESTRAINED JOINTS WHERE REQUIRED 2"WS SS I STA 3+86 L INSTALL NEW 2" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE DRIVE 2 STA 4+10 L INSTALL NEW " WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE GS GS SS 2"WS STA 4+00 I OH U SS GS2"Wc 2' RAIL FENCE NEW 2" ECTION, DX AND E, SEE 2 D2 INSTALL NEW 2" .E CONNECTION, STING BOX AND G SERVICE, SEE l2 D2 GS SS "WS STA 3+07 R INSTALL NEW 2" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE •� DRIVE WAYO SS R/W GS GS STA 3+84 R INSTALL NEW 2" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE CD2 81 ss "ws STA 4+36 R INSTALL NEW 2" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE Know what's below. Call before you dig. SS STA 4+57 R INSTALL NEW 2" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 D2 SS DRIVE WAY N 0_ IL (/) 32'» S 0 N LO N STA 5+00 I" \ OHIi A OHL "WS GS GS 2'WS SS N SIA 5+1 ' , NEW FIRE HYDRANT INS Lt.k 8" 6 LG BRANCH TEE 6" LG X MJ GATE VALVE APP 0*1 •TELY 8 LF OF 6" PVC Oil HIP RESTRAINT JOINT PIPE FIR Hap ANT ASSEMBLY VER FY Lu CATION IN FIELD W/ENGINEER U) CD 0 S 0 -NI GAS 5 D1 SS GS GA. SSMH STA 4+97 R INSTALL NEW in WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SS D2 2 0 U ws DIRT DRIVE GS 'A A —�OHU Q c) STA 6+00 6" SS n PP 2" W -- CH_ O w C U) U) STA 4+77 L INSTALL NEW 2' WATER SERVICE CONNECTION REMOVE EX STING BOX AND ABANDON EXISTING SERVICE, U) Q C') SEE 0 0 0 x 0 0 0 3' FENCE 'WS AS -BUILT Al 1-05-08 MAM 1 LJ u / z CN Ld > u J QO (NI Q /� 0 O (l n- I < LJ ~ Cr) O w LJ L_ U 0 Q Q_ cowz ori ° LUCL N z LJ �O <0 QQ G c VA No. 51828 Exp. 6/30/08 CIV\\- rFOFCAI.I DATE: JUN 2008 SCALE: 1"= 20' DRAWN: TJR FI LE:2008ALTAHOE P• 33 OF 37 SHEETS STA 1 SS 4'ws t STA 5+00 6" SS OHU — 31" DIRT DRI SS tws GS CUT, CAP & ABANDON EXISTING 3}" PRE PER GENERA_ NOTE 11 REMOVE VALVE BOX AND PAV AT COMPLETION OF CONSTR TYPICAL OF THF EE THIS D4 OVER CTION, SHEET I0 U) O S lFi Q FJ c� (n (n 0_ O w 0 STA 5+49 CONNECT TO EXISTING ' 0" PIPE INSTALL: 10" X 8" =LC CROSS D1 2-10" FL(: X MJ GATE VALVE 2-8" FLG X MJ GATE VALVE 2-10" TR/,NSITIONAL COUPLING APPROXIM,.TELY 6 LF OF 10" PVC OR D P RESTRAINT JOINT PIPE 1/D1 D1 /51 TA 6+78 L INSTALL NEW 1" NATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABAI iDON EXISTING SERVICE, SEE SS GS GAS STA 6+00 6" ES WCHU 2 D2 IRRIGATION CONTROL VALVES 1"WSg SS 46 SSNils VA WAY' NFW 8"PIIPE�JNE I A4 .TA 7+ 00,\ INSTALL 386 LF OF 8" DIP OR PVC, SEE STA 7+12 L INSTALL NEW in WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SS R/W r 6" S R OHU OH Vf N U 6" SS OH DIRT DRIVE? -WAY L 3' FENCE t"WWS WS SS GS STA 6+42 R INST WATER SERVICE C REMOVE EXISTING ABANDON EXISTIN STA 6+32 R INSTA WATER SERVICE CO REMOVE EXISTING ABANDON EXISTING S 3' FENCE wsS ALL NEW i" ONNECTION, BOX AND SERVICE, SEE L NEW r VNECTION, OX AND SERVICE, SEE 2 "WS GS /2 1 D1 2 5 AND D1 �� PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY STA 7+77 L INSTALL NEW in WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SSW H -e DRIVE GAS +00 a OH avnv RAW SLOTTED DRAIN GS SS 1'WS PAVING STONES 1"WS STA 7+20 R INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 81,1 knwws.rshelew. Cali ISISM VON Mt PP 2 DRIVE WAY GS DRIVE -1NAY -- 2•, STA 8+06 R INSTALL NEW 1" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA 7+62 R INSTALL NEW 1" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 STA 9+12, END, 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 C' DIP RESTRAINT JOINT PIPE CUT, CAP & ABANDON EXISTING 2" PIPE PER GENERAL NOTE 11 D1 5 CD1 AS—BUILT 11-05-08 MAM 1 U W hi LII 111 w 0 F- J 00 0 0 w ID z w Q Q 0 Q E-- :2: z w w 0 Q J wz CY <1S w0 z� J LULL Ld a Q� N rn+ V / 0 Ln N LC) (f) w J LL_ 0 0_ �tw rUA•SOC'eit2 W No. 51828 * Exp. 6/30/08 CIV P tor ct DATE: JUN 2008 SCALE: 1"= 20' DRAWN: TJR FILE:2008ALTAHOE P \34 OF 37 SHEETS WAT RE ABANDO 2 ) 4' NORTH OF EXISTING n2 )VIDE TEMPORARY CONNECTION. INSTALL: 6" X 13" SADDLE 1 " CORP VALVE APPROXIMATELY 10 LF 13" CTS POLY PIPE DISTRICT STAFF WILL HOT TAP EXISTING 6 SS 16" WATER MAIN PROVIDE TWO WORKING DAY NOTICE PRIOR TO SADDLE INSTALLATION ABAND`ONNSPER GENERAL NOTE 11 PVC VEf�IF'Y +56 L INSTALL NEW i" R SERVICE CONNECTION, OVE EXISTING BOX AND EXISTING SERVICE, SEE STA 1+71 NE 8" X 6" F 6" FLG X APPROXIMAT OR DIP RESTR FIRE HYD LOCATION IN FIE 2 D2 STA 2+07 L IN! TALL NEW i" WATER SERVICE CONNECTION, REMOVE EXIST NG BOX AND BANDON EXISTING ;ERVICE, SEE FIRE HYDRANT INSTALL: G BRANCH TEE MJ GATE VALVE LY 6 LF OF 6" INT JOINT PIPE ANT ASSEMBLY D W/ENGINEER SS 6" SS '1A/< /2 D2 GS REMOVE EXISTING, 16" X 6" FLG REDUCER 6" FLG GATE VALVE 6" X 3" FLG REDUCER INSTALL: 1.•' X 8" FLG REDUCER 8" F X MJ GATE VALVE 2 MJ 45' ELBOW 4 SS GAS SS i"WS GS r 4"WS3' RAIL FENCE r I VE DIRT ' s'P°e> aa, I DWAY NEWV 8� PIPELINE STA 2+00 6" SS PP OHU — 24'pQ SSMH DELVE GS i"WS SS STA 1+79 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX. AND ABANDON EXISTING SERVICE, SEE 2 STA 2+78 R INSTALL NEW i' WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE (D22) INSTALL 440 LF OF 8" DIP OR PVC, SEE 5 D1 PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY GS DRIVE WAY SS STA 2+41 L INSTALL NEW a" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA 2+92 L INSTALL NEW i" /WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE GS HU GS "WS SSGS /2 2 2' ROCK WALL SS_ 4"WS�_4S frb DRIVE WAY SS GS 0 STA 3+43 L INSTALL NEW a" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE ' WS *DRIVE WAY STA 4+00 SSA VF- N U F 2 D2 (D1) CD1 STA 5+45, END, CONNECT TO EXISTING 10" PIPE INSTALL: 10" X 8" FLG CROSS 2-10" FLG X MJ GATE VALVE 2-8" FLG X MJ GATE VALVE 8" MJ X 1" 1" IPS CAP APPROXIMATELY 10 LF 1" IPS POLY PIPE 2-10" TRANSITIONAL COUPLING APPROXIMATELY 6 LF OF 10" PVC OR DIP RESTRAINT JOINT PIPE STA 4+09 L INSTALL NEW ia" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2J D2 STA 5+14 L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SS 6' FENCE SS 2 D2 3" WS STA +32 R INSTALL NEW 1" WATER SERVI E LATERAL CONNECTION, ITH DOUBLE 4" SERVICE. R: MOVE EXISTING BOX AND ABANDO EXISTING SERVICE, SEE Si t es inusunhelew Caftans STA 3+95 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE D2 2 4' RAIL FENCE STA 4+78 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SCMH 9 STA 5+00 0 U) CD O Z D 0 D (J= <0 0 GSt WS 3' RAIL FENCE /OUT, CAP & ABANDON EXISTING PIPE PER GENERAL NOTE 11 SSM OHU 0 EOP 3 SS AS—BUILT 11-05-08 MAM 1 LLI u / z� w < 0 N I-1-1 U U Q w lJ ) z 0 w w Qwu U 0 < EL �wz 0�� 0w0 N z W Ld FO c, No. 51828 Exp. 6/30/08 DCIV\L� m DATE: JUN 2008 SCALE: 1"= 20' DRAWN: TJR FILE:2008ALTAHOE a35 OF 37 SHEETS l TRAFFIC CO\TPOL NOTES 1) ALL TRAFFIC CONTROL SHALL MEET OR EXCEED THE R CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DE & CITY OF SOUTH LAKE TAHOE STANDARDS, UNLESS f THE TYPICAL TRAFFIC CONTROL PLANS ARE NECESSARY AMENDED TRAFFIC CONTROL P_AN TO THE SOUTH TAH( 2) PRIOR TO CONSTRUCTION ACTIVITY THE CONTRACTOR SI APPROVAL, A TRAFFIC CONTROL PLAN FOR HANDLING T 3) ALL ADVANCED WARNING SIGNS SHALL BE 36" X 36" I C18" ROAD CONSTRUCTION AHEAD" SHALL BE 48" X 4 FAR ENOUGH IN ADVANCE TO CONTROL TRAFFIC THROL 4) PORTABLE DELINEATORS SHALL BE A MINIMUM OF 36" APART. 5) CONTRACTOR TO MAINTAIN ONE LANE OF FLAGGER CON CONSTRUCTION ACTIVITY. AFTER WORKING HOURS ALL T TRAFFIC BARRIER REMOVED AND TRAFFIC FLOW RETURN 6) CONTRACTOR SHALL MANAGE AND BE RESPONSIBLE FO ENSURE PUBLIC SAFETY AND SHALL PROVIDE AN EMPLC MAINTENANCE OF TRAFFIC CONTROL DEVICES. 7) ALL TRAFFIC CONTROL OPERATIONS ARE SUBJECT TO A REQUIRED TO BE ALTERED BY THE CONTRACTOR IF IT CONDITION MAY EXIST. THE CONTRACTOR SHALL PROACJ OPERATIONS & MAKE ADJUSTMENTS AS NECESSARY TO 30 MIN DELAY POSSIBLE QUIREMENTS AS OUTLINED IN THE VICES (CALIFORNIA MUTCD) _ATEST EDITION DOTED OTHERWISE. IF DEVIATIONS FROM , THE CONTRACTOR SHALL SUBMIT AN )E PUBLIC UTILITY DISTRICT FOR APPROVAL. 1ALL SUBMIT TO THE ENGINEER FOR RAFFIC THROUGH THE PROJECT SITE. /IINIMUM C23 "ROAD WORK AHEAD" OR 3" MINIMUM. FLAG MAN SHALL BE LOCATED GH THE WORK AREA. HIGH AND PLACED A MINIMUM OF 20 FEET TROLLED TRAFFIC AT ALL TIMES DURING RAFFIC CONTROLS SHALL BE LIFTED, ED TO NORMAL. ALL TRAFFIC CONTROL OPERATIONS TO YEE TO BE ASSIGNED TO FULL TIME PPROVAL OF THE ENGINEER AND MAY BE S PERCEIVED THAT A DANGEROUS IVELY MANAGE TRAFFIC CONTROL ENSURE PUBLIC SAFETY. ROAI WOR: AHED 30 MIN I 'ELAY POSSIE LE REPARI \ TO / STOPi T 0, 4 A U END ROAD WORK 30 MIN DELAY POSSIBLE a 00 25 MPH SIGNS SIGN STATE SYMBOL DESIGNATION r END ROAD WORK TRAFFIC CONTROL WORK ZONE IN PROJECT AREA FLAGGER 0 0 0 0 TAPER BUFFER WORK ZONE AS NEEDED C23 Cl C21 C20(Rt) C9 C36 W1(Rt) C30 W6 C14 0 0>0000000� c� 00_� BUFFER TAPER FLAGGER MIN SIGN PANEL SIZE ALTERNATE 30"x30" 36"x36" 36"x36" 36"x36" 36"x36" 36"x36" 36"x36" 36"x36" 30"x30" 36"x18" F 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 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 FT 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 FT 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 30 MIN DELAY POSSIBLE LEGE\D CONSTRUCTION/TRAFFIC CONTROL SIGN DELINEATOR DIRECTION OF TRAFFIC FLOW FLAGGER K AS—BUILT 1 1-05-08 MAM LJJ O Q 00 0 0 C'1 (/) � I0_ 0 J\nJ 1— - Z w w O w U 0_ W Z �w w Z QROFESS/ 4 - Scp. co Nt ct c No. 51828 Exp. 6/30/08 OF CAU "N- DATE: JUN 2007 SCALE: NO SCALE' DRAWN: TJR FILE: ATWL08 1 36 OF 37 SHEETS a AS—BUILT 1 1-05—OE MAM 1 H- U W O c( 0_ 0Lzz Q n I— L (l Q U (� LL oo W O c 1— CN W J W .00FESS/ 4,.<9%\ A. Se y aP 0 No. 51828 Exp. 6/30/08 Exp. 6/30/08 rn DATE: JUN 2007 SCALE: NO SCALE DRAWN: TJR FILE: ATWL08 1 I L \ \37 OF 37 SHEETS ROAD WORK AHEAD END ROAD WORK w END ROAD WORK f rrrrrrr/rrr///f/f/r/ r zr/rlrrrrr/irrirrrrrrrr//rrrrrrrrff END ROAD WORK END ROAD WORK LAI-/= LAKEVIEW AVE MERCED AVP— END VE (END ROAD WORK rr/r//frrr/rrrr/rfr/r/r/frrrfrrffi�l2� AV T END ROAD WORK T A/ AA..4 I—)A Al////ffrf///////////////rr%//rf///r////�f END ROAD WORK SAN END ROAD WORK FRANC C AVE MOOESTO AVE. LOS ANGELES AVE ROAD WORK AHEAD END ROAD WORK A r�-(END ROAD WORK ROAD WORK WORK AHEAD J END ROAD WORK END ROAD WORK \\i` ROAD WORK AHEAD END ROAD WORK END ROAD WORK LAI-/= LAKEVIEW AVE MERCED AVP— END VE (END ROAD WORK rr/r//frrr/rrrr/rfr/r/r/frrrfrrffi�l2� AV T END ROAD WORK T A/ AA..4 I—)A Al////ffrf///////////////rr%//rf///r////�f END ROAD WORK SAN END ROAD WORK FRANC C AVE MOOESTO AVE. LOS ANGELES AVE ROAD WORK AHEAD END ROAD WORK A S AL TAHOE E'ROJECT AREA -'BOAC •1 WAR\ \G G\ nLACI V I \T \0 SCAL r�-(END ROAD WORK END ROAD WORK ///////////////////////////// J//////////////////////////////// r ROAD WORK AHEAD 4 / END ROAD WORK rA S/////////////////.per�%/J_ ROAD WORK AHEAD S AL TAHOE E'ROJECT AREA -'BOAC •1 WAR\ \G G\ nLACI V I \T \0 SCAL END ROAD WORK END ROAD WORK ///////////////////////////// VAei/// 4 rA S/////////////////.per�%/J_ ROAD WORK AHEAD END ROAthliDEK_ END ROAD WORK