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WL175LITE SKr' T BOARD OF DIRECTORS SOUTH TAHOE PUBLIC UTILITY DISTRICT DIRECTORS ERIC SCHAFER DALE RISE ERNIE CLAUDIO JAivIES R. JONES MARY LOU MOSBACHER GENERAL MANAGER RICHARD SOLBRIG, P.E. APPROVAL: PAUL SCIUTO, P.E. NO. CE 51828 SOUTH TAHOE PUBLIC UTILITY DISTRICT DATE 2008 ' LkVE LI\wE �LPLA 1Ff 4�t� OE T POJECT LIC T VI: ../d'1 Vi ��y./P'1 V Pd TRIO' ��1 � 3 TO STOCKTON VICINITY MAP J V �J STAGING AREA FOR JULJE LANE WATERLINE REPLACEMENT PROJECT: 113E TATA LANE F J G C \0 SCALE JULIE LANE JULIE LANE k H H K K H H K H H I�I (r'n V1 SI -T I\D -X SHEET G1 G2 D1 D2 D3 P1 P2 P3 P4 P5 P6 P7 T1 T2 TITLE SHEET INDEX/PAVING PLAN GENERAL NOTES DETAILS DETAILS DETAILS PLAN PPOFILE STA 1 +00 TO PLAN PROFILE STA 5+50 TO PAN PPOFILE STA 10+50 TO PLAN PROFILE STA 16+00 TO PLAN PPOFILE STA 21+55 TO PAN PPOFILE STA 26+70 TO PLAN PPOFILE STA 30+40 TO GENERAL TRAFFIC NOTES/DETAILS JULIE LANE TRAFFIC P_,N 5+50 10+50 16+00 21+55 26+70 30+40 34+32 AS-BUILT/� 5-09 PJL L1� w z H- U W O a- H- z w w U Q EL LL I w z rr w F- Q X w 0 z H- w W (f) Q a- QROFESS/ eculallo. 047912 Exp. 12/31/09 CINM OF CO t4. DATE: NOV 2007 SCALE: AS SHOWN DRAWN: TJR FILE: JULIET SHEET: Cl 2 OF 15 SHEETS i‘ -t: JULIE LANE - 1 P5 P6 P7 SI -T I\D -X SHEET G1 G2 D1 D2 D3 P1 P2 P3 P4 P5 P6 P7 T1 T2 TITLE SHEET INDEX/PAVING PLAN GENERAL NOTES DETAILS DETAILS DETAILS PLAN PPOFILE STA 1 +00 TO PLAN PROFILE STA 5+50 TO PAN PPOFILE STA 10+50 TO PLAN PROFILE STA 16+00 TO PLAN PPOFILE STA 21+55 TO PAN PPOFILE STA 26+70 TO PLAN PPOFILE STA 30+40 TO GENERAL TRAFFIC NOTES/DETAILS JULIE LANE TRAFFIC P_,N 5+50 10+50 16+00 21+55 26+70 30+40 34+32 AS-BUILT/� 5-09 PJL L1� w z H- U W O a- H- z w w U Q EL LL I w z rr w F- Q X w 0 z H- w W (f) Q a- QROFESS/ eculallo. 047912 Exp. 12/31/09 CINM OF CO t4. DATE: NOV 2007 SCALE: AS SHOWN DRAWN: TJR FILE: JULIET SHEET: Cl 2 OF 15 SHEETS ABBREVIATIONS AB AC APPX AVE & BO CF CL CMP CPLG CSLT DI DIA DIP E EA ELEC ELEV ELL EOP FG FH Fl FL FLG FM FS G GA GALV GB GPM GS H HDPE HEX HORZ HWY ID IE INV JT L LF LN LOC LT MAX MECH MFR MH MJ MIN MISC NO N/A NIC N NTS OC OD OHU PCC PE PL PP PSF PSI PVC QTY R RCP REF REQ'D REVEG RJ R/W RT SCH SD SDMH SF SHT SO SPEC SPPCO SQ SS SSL SSMH ST STA STD STL STPUD STR SVC TEL TAN TBC TBD TEMP TG TR TRPA TW TYP UG USFS UTIL V VAR W W/ WM WS WV YD AGGREGATE BASE ASPHALT CONCRETE APPROXIMATELY AVENUE AND BLOW OFF CUBIC FEET CENTERUNE CORRUGATED METAL PIPE COUPLING CITY OF SOUTH LAKE TAHOE DRAINAGE INLET DIAMETER DUCTILE IRON PIPE EXISTING EACH ELECTRIC ELEVATION ELBOW EDGE OF PAVEMENT FINISHED GRADE FIRE HYDRANT FLUSH INLET FLOW LINE FLANGE FORCE MAIN FIRE SERVICE GAS GAUGE GALVANIZED GRADE BREAK GALLONS PER MINUTE GROUND SHOT HEIGHT HIGH DENSITY POLYETHYLENE PIPE HEXAGONAL HORIZONTAL HIGHWAY INSIDE DIAMETER INVERT ELEVATION INVERT JOINT LENGTH LINEAR FEET LANE LOCATION LEFT MAXIMUM MECHANICAL MANUFACTURER MANHOLE MECHANICAL JOINT MINIMUM MISCELLANEOUS NORTH NOT APPLICABLE NOT IN CONTRACT NUMBER NOT TO SCALE ON CENTER OUTSIDE DIAMETER OVER HEAD UTILITY PORTLAND CEMENT CONCRETE POLYETHYLENE PROPERTY LINE POWER POLE POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POLYVINYL CHLORIDE QUANTITY RADIUS REINFORCED CONCRETE PIPE REFERENCE REQUIRED REVEGETATION RESTRAINED JOINT RIGHT-OF-WAY RIGHT SCHEDULE STORM DRAIN STORM DRAIN MANHOLE SQUARE FOOT SHEET SOUTH SPECIFICATIONS SIERRA PACIFIC POWER COMPANY SQUARE SANITARY SEWER, STAINLESS STEEL SANITARY SEWER LATERAL SANITARY SEWER MANHOLE STREET STATION STANDARD STEEL SOUTH TAHOE PUBLIC UTILITY DISTRICT STRUCTURE SERVICE TELEPHONE TANGENT TOP BACK CURB TO BE DETERMINED TEMPORARY TOP OF GRATE TOP OF RIM TAHOE REGIONAL PLANNING AGENCY TRAVELED WAY TYPICAL UNDERGROUND U.S. FOREST SERVICE UTILITY VERTICAL VARIES WATER WITH WATER METER WATER SERVICE WATER VALVE YARD DESIGN CRITERIA VERTICAL LAYOUT: MAINTAIN 4' OF COVER OVER PIPE & INCREASE DEPTH WHERE NECESSARY TO PROVIDE 12" OF CLEAR 'ISTANCE AT UTILITY CROSSINGS. AGENCY/UTILITY CONTACTS CITY OF SOUTH LAKE TAHOE PUBLIC WORKS DEPARTM:NT (530)542-6030 SOUTH TAHOE PUBLIC UTILIT DISTRICT (530)544-6474 EL DORADO COUNTY ENVIROI'MENTAL MANAGEMENT (530)573-3450 TAHOE REGIONAL PLANNING , (775)588-4547 SOUTHWEST GAS (NATURAL C (530)543-3212 (NON (800)772-4555 (EMEI CHARTER COMMUNICATIONS II (775)588-1077 SIERRA PACIFIC POWER (ELE (530)541-1628 (775)689-4100 COLLI ATT/SBC (TELEPHONE) (530)621-6945 Know what's below. Call before you dig. .GENCY 4S) EMERGENCY) 'GENCY ONLY) / \ C. (CABLE N) ;TRIC) CT DISTRIBUTION OF UNIT PRICE BID ITEMS ITEM UNIT P1 PLAN SHEET P2 P3 P4 P5 LEGEND EXISTING: EDGE OF PAVEMENT: SEWER FORCEMAIN: SEWER: WATER: GAS: ELECTRIC: TELEPHONE: CABLE N STORM DRAIN: PROPERTY LINE: RIGHT-OF-WAY: WATER & GAS VALVE: FIRE HYDRANT: MANHOLE: UTILITY VAULT: DROP INLET: SIGN: LIGHT: 14" PINE TREE: UTILITY POLE ANCHOR: PROPOSED WATER MAIN LINE: SVC & FH LINES: 90' ELBOW: 45' ELBOW: TEE: CROSS: REDUCER: WATER VALVE: FIRE HYDRANT: THRUST BLOCK: BLOWOFF: P6 P7 8" WATER MAIN LF 450 500 550 555 515 370 392 SERVICES: 3/4" Ea 2 6 2 4 2 1"Ea 11" Ea 1 2" Ea 1 4" Ea 1 6" Ea 1 1 DOUBLE 3/4" Ea 2 1 3 2 1 DOUBLE 11" Ea 1 1" WATER METER Ea 1 INTERTIES Ea 1 2 1 1 FIRE HYDRANTS Ea 1 1 1 1 1 2 1 CUT & CAP Ea 1 2 2 CONCRETE ROLLED CURB AND GUTTER LF 3 3 3 3 6 12 3 EOP EOP 16" STEEL FM SS W GAS ELEC TEL CAN SD SS W GAS ELEC TEL CAN SD R/W R/W 0 R 1'' F1 a H -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 ALERT 48 HOURS IN ADVANCE OF PERFORMING EXCAVATION WORK BY CALLING UNDERGROUND SERVICE ALERT 811. EXCAVATION IS DEFINED AS BEING 18 OR MORE INCHES OF DEPTH BELOW THE EXISTING SURFACE. 3) THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS ALONG THE PIPELINE ALIGNMENT IN ADVANCE OF INSTALLATION. THE CONTRACTOR SHALL REPORT THE RESULTS OF THE POTHOLING TO THE ENGINEER 48 HOURS (NOT TO INCLUDE WEEKENDS OR HOLIDAYS) PRIOR TO UNDERTAKING ANY CORRECTIVE ACTION BY THE CONTRACTOR REGARDING FACILITY LOCATION OR ALIGNMENT, THE CONTRACTOR SHALL NOTIFY THE ENGINEER. SHOULD ANY CORRECTIVE WORK BE DONE PRIOR TO NOTIFICATION, THE ENGINEER ASSUMES NO LIABILITY FOR THE COSTS INCURRED FOR THIS WORK. 4) CONTRACTOR TO BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND ANY OTHER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 5) THE CONTRACTOR SHALL APPLY EITHER WATER OR DUST PALLIATIVE OR BOTH, AS REQUIRED AT THE OPTION OF THE OWNER OR HIS REPRESENTATIVE, FOR THE ALLEVIATION OR PREVENTION OF DUST NUISANCE. 6) THE CONTRACTOR SHALL COMPLY WITH THE TAHOE REGIONAL PLANNING AGENCY STANDARD CONDITIONS OF APPROVAL. 7) THE CONTRACTOR SHALL COMPLY WITH THE STATE WATER QUALITY CONTROL BOARD WASTE DISCHARGE REQUIREMENTS FOR THIS PROJECT. 8) ALL AREAS, DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE RESTORED BY THE CONTRACTOR TO ITS ORIGINAL CONDITION, ALL LANDSCAPED AREAS DISTURBED SHALL BE RESTORED BY A LICENSED LANDSCAPE CONTRACTOR (STATE OF CALIFORNIA C-27 LICENSE) AT THE CONTRACTORS EXPENSE. CONTRACTORS EQUIPMENT AND EMPLOYEE VEHICLES SHALL BE RESTRICTED TO ONLY THOSE AREAS NECESSARY FOR CONSTRUCTION OF THE PROJECT. NO EQUIPMENT OR VEHICLES SHALL BE PLACED OUTSIDE THE STATE, CITY, OR COUNTY RIGHT OF WAY. ANY DISTURBANCE OF PRIVATE PROPERTY SHALL BE RESTORED BY THE CONTRACTOR AT THEIR EXPENSE. 9) ALL EXCESS MATERIAL FROM THE PROJECT IS TO BE REMOVED FROM THE SITE AND DISPOSED OF AT A SITE APPROVED BY THE TAHOE REGIONAL PLANNING AGENCY AND THE DISTRICT AT THE CONTRACTORS EXPENSE. 10) ALL INTERTIES BETWEEN NEW WATER MAINS AND THE EXISTING WATER SYSTEM, INCLUDING NEW WATER SERVICE CONNECTIONS, AND FIRE HYDRANT INSTALLATIONS AND TRANSFERS, SHALL ONLY BE MADE AFTER ALL PRESSURE TESTING AND DISINFECTION REQUIREMENTS ARE SATISFACTORILY MET. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL BLOW OFFS NECESSARY FOR FLUSHING AND SAMPLING OF ALL NEW WATER MAINS AS REQUIRED BY THE CALIFORNIA STATE DEPARTMENT OF HEALTH SERVICE AND PROJECT SPECIFICATIONS. 11) AFTER THE NEW MAIN IS PLACED INTO SERVICE, THE EXISTING WATER MAINS, WHERE SHOWN ON THE PROJECT DRAWINGS, ARE TO BE ABANDONED IN PLACE BY CUTTING OUT A SECTION OF PIPE AND WELDING A CAP ON THE END OF THE PIPELINE, OR OTHER APPROVED METHOD OF CAPPING. BLIND -FLANGE CAPPING SHALL BE UTILIZED WHERE POSSIBLE. ALL EXPOSED CORPORATION STOPS ON THE EXISTING WATER MAINS ARE TO BE LEFT IN PLACE IN THE CLOSED POSITION. FOR CORPORATION STOPS THAT HAVE NOT BEEN EXPOSED, THE CAPPING OF THE END OF THE SERVICE LINE USING AN APPROVED COMPRESSION FITTING SHALL BE ACCEPTABLE. EXISTING FIRE HYDRANTS TO BE ABANDONED AT THE ISOLATION VALVE, REMOVED FROM THE PROJECT AREA AND RETURNED TO THE DISTRICT, BY THE CONTRACTOR. THE ISOLATION VALVE IS TO BE BLIND FLANGED OR CAPPED BY OTHER APPROVED METHOD. 12) ALL EXISTING WATER SERVICES FOR THIS PROJECT SHALL BE ABANDONED PER NOTE NO. 11. ONLY NEW WATER SERVICE CONNECTIONS WHERE SHOWN ON THE PROJECT PLANS SHALL BE INSTALLED PER THE DISTRICTS STANDARD DETAILS AND PROJECT DRAWINGS. THE LOCATIONS OF ALL EXISTING WATER SERVICES SHALL BE VERIFIED AND MARKED IN THE FIELD. 13) THE CONTRACTOR SHALL PROVIDE, ON ALL NON-CONDUCTIVE PIPING, CONTINUOUS 10 -GAUGE PTW INSULATED SOLID COPPER TRACER WIRE ALONG THE PIPELINE AND PROVIDE ACCESS TO TRACER WIRE AT ALL VALVE BOX INSTALLATIONS. THIS SHALL ALSO APPLY TO ALL CONDUCTIVE PIPING UNLESS PERMANENTLY BONDED AT EACH JOINT. ALL TRACER WIRE CONNECTIONS SHALL BE MADE USING ONLY COPPER SPLIT NUT CONNECTORS. ALL TRACER WIRE CONNECTIONS AND SPLICES SHALL BE COMPLETELY ENCAPSULATED USING SCOTCHCAST 85-14 RESIN SPLICING KIT AS MANUFACTURED BY 3M OR APPROVED EQUIVALENT. 14) A MINIMUM HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN NEW WATER MAINS AND EXISTING SANITARY SEWER. NO PIPE JOINT SHALL BE PLACED WITHIN 10 FEET OF THAT CROSSING AND A MINIMUM VERTICAL CLEARANCE OF 1 FOOT ABOVE THE SEWER SHALL BE MAINTAINED. WHERE IT IS IMPRACTICAL TO MAINTAIN THE MINIMUM VERTICAL CLEARANCE, THE PIPELINE SHALL BE ENCASED WITH A 2 SACK SLURRY 10 FEET EACH SIDE OF SEWER. 15) ALL EXCAVATIONS SHALL BE BACKFILLED OR TRENCH PLATED AT THE END OF EACH DAYS WORK PER THE SPECIFICATIONS. EXCAVATIONS WITHIN EXISTING PAVED AREAS SHALL BE COLD PATCHED TO MATCH THE EXISTING PAVEMENT AT THE END OF EACH DAYS WORK. ALL TRENCH PLATES SHALL BE NON-SKID TYPE AND HAVE COLD PATCH APPLIED TO THE EDGE FOR TRAFFIC APPROACH AND DEPARTURE. 16) WHERE NEW WATER MAINS ARE BEING INSTALLED IN PAVED SECTIONS THE MAXIMUM WIDTH FOR ASPHALT REPLACEMENT THE CONTRACTOR SHALL BE COMPENSATED FOR IS THE MAXIMUM CLEAR TRENCH WIDTH FOR THE PIPELINE SIZE BEING INSTALLED PLUS 12 INCHES 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 FACILITY SHALL BE CONSIDERED CONTAMINATION AND SHALL BE RESTORED OR REPLACED PER THE CITY OF SOUTH LAKE TAHOE SPECIFICATIONS AT THE CONTRACTORS EXPENSE. 18) PRIOR TO CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL A TRAFFIC CONTROL PLAN FOR HANDLING TRAFFIC THROUGH THE PROJECT SITE. ALL TRAFFIC CONTROL MEASURES SHALL MEET OR EXCEED THE REQUIREMENTS AS OUTLINED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS (CAL TRANS) 1990 EDITION. ALL ADVANCED WARNING SIGNS SHALL BE 48" X 48" MINIMUM. A FLAGGER SHALL BE LOCATED FAR ENOUGH IN ADVANCED TO SLOW OR STOP TRAFFIC THROUGH THE WORK AREA. ALL PORTABLE DELINEATORS SHALL BE PLACED A MAXIMUM OF 20 FEET APART. 19) CONTRACTOR SHALL MAINTAIN THE CONTINUOUS FLOW OF I RAFFIC AT ALL TIMES DURING CONSTRUCTION ACTIVITY. AFTER WORKING HOURS ALL TRAFFIC BARRIERS SHALL BE REMOVED AND TRAFFIC RETURNED TO NORMAL. 20) CONTRACTOR SHALL REMOVE ALL MATERIAL GENERATED BY ANY ASPHALT SAWCUTTING OPERATION IMMEDIATELY AFTER SAWCUTTING BY USING ADEQUATELY SIZED VACUUMING EQUIPMENT TO ACCOMMODATE THE REMOVAL PROCESS. AS—BUILT�1-5-09 PJL / \ 6 a W z J W ED M -D W 0 0 N PEPLACEV1ENT PROJECT GENERAL NOTES QitO/pv,.FESS h�>o Fl�� No. C47912 111 Exp. 12/31/09 / DATE: NOV 2007 SCALE: NO SCALE DRAWN: TJR FILE: JULIE7 SHEET: G2 3 OF 15 SHEETS SCALE: AS SHOWN AS—BUILT/�j —5-09 PJL / \ NOTES: 1) ALL A.C. TRENCH PAVEMENT REPLACEMENT PLACED OUTSIDE THE CAL -TRANS R.O.W. EXCEEDING 3" SHALL BE PLACED ONE LIFT. 2) CONTRACTOR PAY ITEM FOR TRENCH WIDTH PLUS 12" (24" INSIDE CITY OF SO. LAKE TAHOE ROW) TO `. AW 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 "THICKNESS OF REPLACEMENT AC PAVEMENT" CITY OF SO. LAKE TAHOE P.O.W. = 3" EL DORADO CO. R.O.W. = 3" CALTRANS R.O.W. = 4" OUTSIDE R.O.W. MIN = 2 ?" kVsw�X""�w�wav n�nsynvsvn CLASS 2 AGGREGATE BASE COMPACTED TO 95% RELATIVE COMPACTION. CITY OF SO. LAKE TAHOE R.O.W. = 8" EL DORADO CO. R.O.W. = 6" OUTSIDE R.O.W. MIN = 4" PROJECT EXCAVATED MATERIAL AS SPECIFIED (COMPACTED BACKFILL AT 95% RELATIVE COMPACTION) WITHIN CITY OF SO. LAKE TAHOE AND EL DORADO CO. R.O.W.'S BACKFILL WITH IN CALTRANS R.O.W. SHALL BE 2 SACK SAND SLURRY PER CALTRANS 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 JEIftD. SPECIFIED BEDDING COMPACTED TO 95% RELATIVE COMPACTION. a 4 4 4 • n : 12"MAX. 6"MIN. 12"MAX_ PIPE O.D. 6"M IN. _ y 12" MAX CITY SLT R.O.W. 6" MAX EL DORADO COUNTY R.O.W. 12" 6" i s 2 (TRENCH DETAILS - WITHIN PAVED AREA; Dv NO SCALE THRUST BLOCK AREA REQUIRED - SQUARE FEET TO TOP OF PIPE TYPE of FITTING90' BEND 45' BEND 22.5' BEND 11.25' BEND TEE TEE W/ PLUG CROSS W/ PLUG CROSS W/ PLUGS TYPICAL INSTALLATION 10" 18" 3.0 3.0 t t, a- tz 4 ;142 .: vitt 1,.N. At* r \ SIZE OF PIPE 6" 4 4 2 2 4 4 4 4 8" 10 6 14' 16' 3 3 10 10 10 10 41' 61' 10" 12 8 42' 63' 4 PVC DIP 4 15 15 15 15 2' 2' 12" 16 10 6 55' 82' 6 20 20 20 20 14" 21 12 10' 10' 6 43' 63' 6 22 21 22 21 PVC DIP 16" 27 15 6' 6' 8 3' 3' 8 22 27 27 27 78' 117' 18" 45 25 29' 33' 13 13 32 45 45 45 43' 64' 24" 65 35 90' 133' 18 PVC DIP 18 45 65 65 65 4' 4' S NOTES: '-0" 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 BEARII ,G STRENGTH OF 1500 PSI. 5) NUTS AND BOLTS ON ALL MJ FITTINGS SHALL BE PAINTED WITH TWO COATS OF KOPPERS 505, TNEMEC 46-450', AMERON OR EQUAL, 15 MILS EACH COAT. K4TYPICAL THRUST BLOC K DETAIL �D 1y NO SCALE !2 CONTRACTOR SHALL REVEGETATE AND RESTORE ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITY PER SPECIFICATIONS. 2" HIGH MOUND PROJECT EXCAVATED MATERIAL AS SPECIFIED (COMPACTED BACKFILL 90% RELATIVE COMPACTION) 10 -GAUGE PTW INSULATION SOLID COPPER TRACER WIRE (NOT REQUIRED WITH CONDUCTIVE PIPE IF PERMANENTLY BONDED AT EACH JOINT) CLASS 2 AGGREGATE BASE COMPACTED TO 95% RELATIVE COMPACTION (OR JETTED IN PLACE PER THE SPECIFICATIONS) 12"MAX. 6"MIN. PIPE 0.0. 12"MAX. 6"MIN. 12" TO TOP OF PIPE 6" i TYPICAL TRENCH SECTION- OUTSIDE PAVED A SEAS D1 SAND SLURRY BACKFILL, SEE NOTE 11 EXISTING GRADE PVC RISER, SEE NOTES 3 & 10 10 GA. PTW INSULATED SOLID COPPER TRACER WIRE, SEE NOTE 5 NO SCALE 6" LOOP IN TRACER WIRE VALVE BOX, TYP. SEE NOTES 3 & 4 i INSTALL SELF CENTERING AUGNMENT RING WITH SLIDING ADJUSTER, TYP. SEE NOTE 9 GATE VALVE SUPPORT BLOCK DIMENSION 6" 2.0 USE 1-4" X 8" X 16" 16" 8" PRECAST STRUCTURAL 18" SUPPORT BLOCK 10" 18" NOTES: 1) GATE VALVE CAST IN PLACE CONCRETE A (FT) B (FT) 12" 2.0 2.0 16" 2.5 2.5 18" 3.0 3.0 18" 3.0 3.0 GATE VALVES 14" DIAMETER AND SMALLER SHALL BE MUELLER OR APPROVED EQUAL AS PER AWWA C-509, RESILIENT RUBBER SEAT RING, WEDGE DISC, NON -RISING STEM. BRONZE STEM NUT AND 0 -RING SEALS ABOVE AND BELOW THE THRUST COLLAR, WITH 2" SQUARE OPERATING NUT. VALVES 16" AND LARGER SHALL BE BUTTERFLY VALVES AS SPECIFIED AND SUBMITTED FOR APPROVAL. 2) THE MAIN LINE VALVE CLUSTER SHALL CONSIST OF A FLANGED TEE AND FLANGED X MECHANICAL JOINT VALVES, OR FLANGED COUPLING ADAPTERS. 3) VALVE BOX RISER PIPE TO BE 8" PVC, SDR -35 AND INSTALLED PERPENDICULARLY CENTERED AROUND AND COVERING THE UPPER VALVE BONNET AND OPERATOR. 4) VALVE BOX SHALL BE CHRISTY G5 BOX WITH METAL LID MARKED "WATER" 5) THE 10 GA. PTW TRACER WIRE SHALL BE ROUTED FROM THE NEW MAIN, LOOPED THROUGH THE VALVE BOXES AND CLAMPED TO THE EXISTING WATER MAIN USING STAINLESS STEEL CLAMPS. CONTINUITY BETWEEN ALL NEW AND EXISTING PIPELINES SHALL BE MAINTAINED. 6) EXPOSED NUTS AND BOLTS ON MJ FITTINGS TO BE PAINTED WITH TWO COATS OF KOPPERS 505, TNEMEC 46-450. AMERON OR EQUAL 15 MILS EACH COAT. 7) ALL FLANGES TO BE BURIED, COAT ENTIRE ASSEMBLY WITH PETROLATUM SATURATED FABRIC TAPE WRAP SYSTEM IN ACCORDANCE WITH STPUD REQUIREMENTS. 8) 9) 10) CONCRETE FOR SUPPORT BLOCKS SHALL BE FORMED TO MAINTAIN MINIMUM 2" CLEARANCE FROM FLANGE BOLTS. PRE CAST STRUCTURAL SUPPORT BLOCKS SHALL BE SOLID AND CONFORM TO ASTM C90. 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 nit °F ""RC 90' BEND 45' BEND 22.5' BEND 11.25' BEND TEE BRANCH* TEE W/ PLUG REDUCER** VALVE INLINE VALVE AT END DEAD END TYPICAL INSTALLATION l Q �. 0 1,.N. At* r \ ...... `t / iiEI:4 / ft/0�'. SIZE OF PIPE 6" PVC DIP 14' 16' 6' 7' 3' 4' 2' 2' 10' 10' 14' 16' 41' 61' 42' 63' 42' 63' 42' 63' 8" PVC DIP 18' 21' 8' 9' 4' 5' 2' 2' 10' 10' 18' 21' 41' 62' 55' 82' 55' 82' 55' 82' 10" PVC DIP 22' 25' 6' 10' 5' 5' 3' 3' 10' 10' 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 C3) RESTRAINT LENGTH SCHEDULE D1 NO SCALE 4" OUTLET FACING STREET UNLESS OTHERWISE NOTED OR DIRECTED _=VALVE BOX & COVER RESTORE TO PRE—EXISTING SEE NOTE 3 S GRADEjor / AAt �AlS�\�\� INSTALL FILTER FABRIC OVER DRAIN ROCK MIN. 12" - 3/4" DRAIN ROCK HYDRANT WEEP HOLE TO REMAIN CLEAR CONCRETE SUPPORT BLOCK CONFORMING TO SPECIFICATIONS NOTES: REQUIREMENTS PER SPECIFICATIONS NOTE 9 SELF CENTERING ALIGNMENT RING SEE 8" PVC RISER PIPE SEE NOTE 5 il/ 6" FLGxMJ GATE VALVE, SEE PLANS FOR LOCATION 10 GA. PTW SOLID COPPER TRACER WIRE SEE NOTE 2 1) FIRE HYDRANT SHALL BE MUELLER A-423 "CENTURION" OR WATEROUS PACER TRAFFIC MODEL WB6700P WITH 2-23" 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 D1 NO SCALE L -i z w_I J 00 0 0 N .EPLACEVENT PROJECT GENERAL DETAILS %h� OCAL9%0FESS/ 4,A rH 7 F\Fl Z No. C47912 Exp.12/31/09 j3/40$ CH" - DATE: NOV 200; DRAWN: TJR FILE: JULIE7 SHEET: D1 4 OF 15 SHEETS DISTANCES SHALL BE UNIFORM FROM BACK OF PROPERTY LINE TO EDGE OF WATER BOXES 2' MAX. 1 6" TYPICAL VALVE BOX, SEE NOTES 8 & 9 • of . s 4' 10 GA. PTW SOUD COPPER TRACER WIRE 0 0 i 48"MIN. NOTES: THRUST BLOCK, SEE NOTE 5 INSTALL COMPRESSION COUPLING BETWEEN NEW AN EXISTING SERVICE 1) THE SERVICE TEE SHALL CONSIST OF A WATER MAIN SIZE MJ TEE AND MJ BRANCH WITH RESTRAINT GLANDS ;IZED TO MATCHED EXISTING SERVICE SIZE. 2) THE SERVICE SHALL CONSIST OF PVC OR DIP CLASS 150 RESTRAINT JOINT PIPE HAVING THE SAME INSIDE DL METER AS EXISTING SERVICE. 3) THE 10 GA. PTW TRACER WIRE SHALL BE ROUTED FROM THE NEW MAIN, LOOPED THROUGH THE VALVE BOX FND CLAMPED TO THE EXISTING WATER SERVICE USING STAINLESS STEEL CLAMPS. CONTINUITY BETWEEN ALL NEW AND EXISTING PIPEI INES SHALL BE MAINTAINED. 4) FITTINGS USED TO ADJUST ALIGNMENT TO CONNECT NEW SERVICE TO THE EXISTING SHALL BE MECHANICAL JO VT WITH RESTRAINT GLANDS. 5) COMPRESSION FITTING BETWEEN NEW AND EXISTING SERVICE SHALL HAVE THRUST BLOCK INSTALLED SIZED PE I THE THRUST BLOCK SCHEDULE. 6) CONCRETE FOR SUPPORT BLOCKS SHALL BE FORMED TO MAINTAIN A MINIMUM 2" CLEARANCE FROM FLANGE E OLTS. 7) PROVIDE AND INSTALL SELF—CENTERING ALIGNMENT RING WITH SLIDING ADJUSTER AS MANUFACTURED BY THE ,MERICAN FLOW CONTROL CORP. AND SUPPLIED FOR A TRENCH ADAPTER VALVE BOX ASSEMBLY. 8) VALVE BOX RISER PIPE TO BE 8" PVC, SDR -35 AND INSTALLED PERPENDICULARLY CENTERED AROUND AND C)VERING THE UPPER VALVE BONNET AND OPERATOR. 9) VALVE BOX SHALL BE CHRISTY G5 BOX WITH METAL LID MARKED "WATER" Q?_.;WAT E R SEPVICE NO SCALE DETAIL 4" TO 6" ZONE "B" 1 ZONE " NOTES: 1) PARALLEL CONSTRUCTION WILL BE ALLOWED ONLY WHEN 10' SEPARATION BETWEEN SEWER AND WATER MAINS CANNOT BE MAINTA NED. 2) WATERMAIN INSTALLATION IN ZONE "A" IS PROHIBITED. 3) PARALLEL WATERMAIN INSTALLATION IN ZONE "B" MUST BE A.W.W.A. C900 CLASS 200, OR A.W.W.A. C150 D.I.P. CLASS 350. (D2) NO SCALE 4 PE\CH SECTIO\ FOP PARALLEL CONSTPLCTION DISTANCES SHALL BE UNIFORM FROM BACK OF PROPERTY LINE TO EDGE OF WATER BOXES 2' MAX. —1 i 6" S: 10 GA. PTW SOUD COPPER TRACER WIRE CORP.STOP SEE NOTE 3 SEE NOTE 7 RESTRAINT TYPE COMPRESSION COUPUNG AS REQUIRED FOR POLYETHYLENE X TYPE SERVICE MATL. 3/4" POLYETHYLENE TUBING MUELLER #300/620283 CURB STOP OR EQUAL 4" SDR 35 RISER NOTCHED TO FIT OVER CURB STOP AND SENUNE / POLYETHYLENE TUBING 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 COUPUNG, 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 SE VIC 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 #300/825029 OR APPROVED EQUAL FOR "— 1". MUELLER #300/25028 OR APPROVED EQUAL FOR 1r"-2". 4) SINGLE HOUSE SERVICE SHALL BE in POLYETHYLENE WITH j" FITTINGS. DOUBLE HOUSE SERVICE SHALL BE 1" POLYETHYLENE TO FORD #U68-43 SPACING "U" BRANCH OR EQUAL WITH TWO in 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 1k"-2". PIPE STIFFENER INSERTS TO BE USED AT ALL CONNECTIONS. 7) WATER VALVE BOX SHALL BE CHRISTY F8 OR G5 FOR SINGLE SERVICE, AND CHRISTY B-9 FOR DOUBLE SERVICE OR APPROVED EQUAL. 8) ALL CORP—STOPS, CURB—STOPS AND POLYETHYLENE SERVICE LINES SHALL BE DISINFECTED AND HYDROSTATIC TESTED ALONG WITH THE NEW MAIN PRIOR TO BEING PLACED INTO SERVICE. 9) ALL TUBING CONNECTIONS SHALL BE THE COMPRESSION TYPE; MUELLER OR APPROVED EQUAL. 10) 10 GA. PTW SOLID COPPER TRACER WIRE SHALL BE INSTALLED FROM THE NEW MAIN ALONG NEW SERVICE LINE TO THE VALVE BOX REGARDLESS OF NEW WATER MAIN TYPE. ON CONDUCTIVE TYPE PIPELINES THE TRACER WIRE SHALL BE CLAMPED USING APPROVED STAINLESS STEEL CLAMPS. 11) ALL SERVICES THAT REQUIRE OVER FIVE FEET (5') OF OPEN CUT SHALL BE INSTALLED BY TRENCHLESS METHOD (E.G. MOLE) UNLESS OTHERWISE APPROVED BY THE DISTRICT. FINISHED GRADE 10 GA. PTW SOLID COPPER TRACER WIRE (2� WATER SEPVICE D2 / NO SCALE 118" MAX NOTES: DETAIL 4" SDR 35 PVC RISER SUPPLY FROM DISTRICT SOURCE ✓� ?"77,i``o• OUTLET TO PROPERTY OR EQUIPMENT 1) METER SHALL BE SENSUS SRII REGISTERING IN 100 CF AND MUST BE PROPERLY MOUNTED ON FORD RESETTER MODEL VB43—W FOR 3/4" OR FORD MODEL VB44—W FOR 1" OR APPROVED EQUIVALENT. 2) IN LIEU OF RESETTER, METER CAN BE MOUNTED ON TYPE K RIGID COPPER PIPE WITH FORD MODEL BA13-334W ANGLE BALL VALVE FOR 3/4", OR BA13-444W ANGLE BALL VALVE FOR 1" OR APPROVED EQUIVALENT. 3) METER SHALL BE INSTALLED AT A DEPTH OF NOT LESS THAN 18" AND NOT MORE THAN 24" MEASURED FROM THE TOP OF THE METER BOX TO THE BOTTOM OF THE METER (SEE DETAIL). 4) REQUIRED INSULATED COUPLER SHALL BE LOCATED IMMEDIATELY DOWNSTREAM OF RESETTER OR IF RESETTERS ARE NOT USED, IMMEDIATELY DOWNSTREAM OF METER. 5) METER BOX IN NONTRAFFIC AREAS SHALL BE "CHRISTY" MODEL B-16 WITH STEEL B-16 LID OR APPROVED EQUIVALENT INSTALLED NO LESS THAN 2" ABOVE FINISHED GRADE. BOXES LOCATED IN OR NEAR TRAFFIC AREAS SHALL BE H2O LOAD RATED INSTALLED j" BELOW FINISHED GRADE. PROVIDE 3" RIGID INSULATION ABOVE METER IN BOX. 6) PROVIDE 2" HOLE CENTERED IN METER BOX LID FOR TR/PL READER MOUNT AND INSTALL. ALLOW 3' OF EXCESS METER READER WIRE (SEE DETAIL). 7) USE OF TWO OR MORE RESETTERS IN A STACKED ARRANGEMENT REQUIRES THE USE OF A RIGID METAL SUPPORT DRIVEN 18" INTO THE SOIL BELOW THE METER. SUPPORT MUST BE TIED WITH PERMANENT TIES AT THREE EVENLY SPACED LOCATIONS TO THE RESETTER OR PIPING. 8) METER BOX MUST BE NO MORE THAN 18" FROM DISTRICT SERVICE VALVE BOX. K5) WATER NITER 3/4" TO 1 \ D2 NO SCALE / SANITARY SEWER OR STORM SEWER LINE WATER MAIN IS ABOVE II SANITARY SEWER OR STORM SEWER LINE NOTES: z�NO JOINTS IN THIS AREA OR 4—INCH MIN SAND CEMENT SLURRY ENCASEMENT OR PIPE SLEEVE, SEE NOTE N LESS THAN PLAN VIEW 10' MIN TYP. NO PIPE JOINTS IN THIS AREA OR 4—INCH MIN SAND CEMENT SLURRY ENCASEMENT OR PIPE SLEEVE, SEE NOTE WATER MAIN IS BELOW PROFILE 1) WHERE THE WATER MAIN IS BELOW THE SEWER LINE, WHERE THE WATER MAIN IS LESS THAN 18—INCHES CLEAR ABOVE THE SEWER LINE OR WHERE A 10—FOOT HORIZONTAL SEPARATION CANNOT BE MAINTAINED, THE AREA OF CROSSING MUST BE CONSTRUCTED IN SUCH A MANNER THAT: A) THE WATER MAIN IS CONSTRUCTED SUCH THAT THERE ARE NO PIPE JOINTS FOR A DISTANCE OF AT LEAST 10—FEET ON EACH SIDE OF THE POINT OF CROSSING, OR; B) THE WATER MAIN OR SEWER MAIN IS TOTALLY ENCASED IN AT LEAST 4—INCHES OF 2—SACK SAND CEMENT SLURRY FOR A DISTANCE OF AT LEAST 10—FEET ON EACH SIDE OF THE POINT OF CROSSING, OR; C) THE WATER MAIN OR SEWER MAIN IS INSTALLED IN A PIPE SLEEVE THAT EXTENDS, WITHOUT JOINTS, AT LEAST 10—FEET ON EACH SIDE OF THE POINT OF CROSSING. � � WATERMAIN P D2y POTECTION AT SEWER CROSSI\C NO SCALE TYPICAL LIMITS FOR PAVEMENT REPAIR AT FOUR WAY INTERSECTIONS TRENCH PATCH PER DETAIL 1 /D1 1. THE ASPHALT TRENCH PATCH WILL BE 1 -INCH THICK WITH A 2 -INCH OVERLAY IN THE INTERSECTION 2" MIL. AND OVERLAY n N N N TYPICAL LIMITS FOR PAVEMENT REPAIR AT THREE WAY INTERSECTIONS R/ W N N 6 I \TE PSECTIO LIMIT RTW N PAVEMENT PEPAI PEQUIREMENTS R NO SCALE AS—BUILT�1-5-09 PJL / w z Q w W 0 0 N REPLACEMENT PROJECT w z_ -// LJ_ w F Q /c.,,� A. rye F No. C47912 x, Exp. 12/31/09 , 'Pei),. CMV �Q or CAUC‘r DATE: NOV 2007 SCALE: AS SHOWN DRAWN: TJR FILE: JULIE7 SHEET: D2 5 OF 15 SHEETS NOTES: 1) WHERE NEW WATERLINE CROSSES EXISTING SEWER LATERALS AND THE SEWER LATEF AL IS DAMAGED DURING CONSTRUCTION, THE LATERAL SHALL BE CUT AND REPLACED FOR 4 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 IIR APPROVED BY THE ENGINEER. 3) ALL COUPLING, ADAPTERS AND MATERIALS USED TO CONNECT PVC SDR 26 PIPING 0 OTHER PIPE MATERIALS SHALL BE AS RECOMMENDED BY THE PIPE MANUFACTURE AID APPROVED BY THE SOUTH TAHOE PUBLIC UTILITY DISTRICT. 4) ALL SEWER LATERAL REPAIRS SHALL BE BACKFILLED WITH COMPACTED OR JETTED C LASS 2 AGGREGATE BASE MATERIAL AS REQUIRED BY THE ENGINEER. EXIST. SEWER LATERAL L 4 4 5' MIN. i .17 SEE NOTE NO. 3 4: 4 : ?:4.a- < 3' d II=1 e -.d. A ..Q:d 4 TRENCH WIDTH SEWED LATEPAL EPLACEV BURY TOE OF FILTER FABRIC IN 6"x6" TRENCH ON UPHILL SIDE 4' 11111= ENT - CPOSSI\G PIPE TPENCH NO SCALE 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 EPOSION CONTPOL EE\CE D3 NO SCALE STACK GRAVEL BAGS TIGHTLY AROUND DROP INLET ABUTTING CURB. USE DROP INLET FILTERS AS NECESSARY (2DPAI\AGE INLET SE 3IIVE\T PPOTECTIO\ QD3 NO SCALE (5) VEGETATION CD3 48" METAL T POSTS BEYOND DRIPLINE 48" HIGH ORANGE PLASTIC OR WIRE MESH FENCE PPOTECTIO\ NO SCALE 12" FIBER OR COIR ROLL WOOD STAKES BOUND AT TOP 4" TRENCH NOTE: ALIGN FIBER ROLL ALONG CONTOURS f ELL HARNESS FINISHED GRADE /i���00/i�O�G `r�p\p�p�/,`i,`p�i,\pSi �.\\.\vp.\gip. \. 31 COIR EOG PLACE VENT D3 NO SCALE 3 STA 21+33 I— 10' EXISTING ELEVATION /24" CMP STORM DRAIN ;;,, N 1 STA 21 +33 NO SCALE 12' n 4 GATE VALVE AT STA 21+50 AS-BUILTN -5-09 PJL /1\ z Q oo O O N REPLACEMENT PROJECT LLI z LTJ E-- <1: Q Q w 0 Q LTJ 2: L.iJ 0 ptOFESS/pl,, e Ty!` a No. C47912 Exp. 12/31/09 sj . � OF CALI.4t0. DATE: NOV 2007 SCALE: AS SHOWN DRAWN: TJR FILE: JULIE7 SHEET: D3 6 OF 15 SHEETS 4" W 4" W •" `EOP STA 1+00 TO APPROXIMATELY STA 2+87 CLASS 200 PVC OR CLASS 350 DIP SEE, 6" SS 0 0 0 0 W 6" SS CTC STA 2+00 1 450 LF OF 8" DIP OR PVC, SEE CDl AND DDPROVIDE RESTRAINED JOINTS WHERE REQUIRED BY (3 R/W 4" W 6" SS LIMITS OF PAVEMENT REPAIR: APPROXIMATELY: 2,400 SQ FT TRENCH PATCH APPROXIMATELY: 3,600 SQ FT MILL AND OVERLAY SS EC) C �J(/L/F SSMH LANf 6" SS 6" SS STA 3 00 i O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BEGIN PROJECT, CONNECT TO EXIS /� INSTALL: /1\ \ 8" 45' MJ ELBOW 8" MJ SLEEVE CUT CAP AND All GENERAL NOTE 11 (EXISTING 8" MAIN NOT THE ORIENTA" 4 POST FENCE TA 1+00 PING 8" WATERMAIN NDON EXISTING 8" MAINLINE PER JNE HAS ORIENTATION SHOWN HERE ION FROM THE ORIGINAL PLANS) NEW 8" PIPELINE STA 4+00 K� � Cteiteilla l i ks a t i_f l l l a: C O 0 0 0 0 0 O 0 O O Rj O C 0 0 0 0 SOTh IWwwwtr:below. Call Wen iilt. $S DI 6" SS STA 5+00 w Z J N 0- I U n w ._, .4y CONC. Lt — — UJ O w� w+ SS E W 6' WOOD FENCE STA 4+94, FIRE HYDRANT 8" X 6" FLG BRANCH TEE 6" FLG X MJ GATE VALVE APPROXIMATELY 15.75 LF OF 6" PVC OR DIP RESTRAINT JOINT PIPE FIRE HYDRANT ASSEMBLY 1' EXTENSION 6" D1 ,EOP, • TAHOE VERDE MOBILE HOME PARK 6290' — 6285' STA 1+00 6280' — 6275' 6270' 6265' STA 2+00 STA 3+00 o 1- O U CO ±O CD Z CC I N z x w w CO � F U w z O U EXISTING GROUND ELEVATION STA 4+00 STA 5+00 X w NEW 8 -PIPELINE - 6290' - 6285' O) Z < • 0 w L N d w w In — 6280' - 6275' - 6270' - 6265' AS-BUILT�1-5-09 PJL / \ z REPLACEVENT PROJECT 10 LC) J 0 F- 0 0 /Q V J LJ Li 0 CL a- Q-cof ESS/ � A.Ty/ No. C47912 Exp. 12/31/09 CIV1t �? OF CAO‘r DATE: 08.09.07 SCALE: 1"=20' DRAWN: JHR/TJR FILE:JU LI ELN2007 SHEET: P1 7 OF 6" SS — STA 5+00 E W z _ J CL 0 W � S (n O W10 W + (n L0 (0 6" SS e1�L,io1RKCll:f1$�'�H�liri �: lI 00 1 1-5 500 LF OF 3" DIP OR PVC, SEE D1 ANDD1y PROVIDE RESTRAINE) JOINTS WHERE REQUIRED BY (3� D1 STA 6+00 SSMH ,EOP. 6' WOOD FENCE GS LJ STA 7+00 8 W EOP NEW e PIPELINE 00 CUT, CAP & ABANDON -EXISTING 6" PIPE PER GENERAL NOTE 11 OHU STA 6+35 R 6" WATER SERVICE CONNECTION, 1-8" x 6" MJ TEE 1-6" FLG x MJ ADAPTER 1-6" MJ x FLG GV 1 -6" 90' MJ ELBOW 1-6" MJ x FLG 90 APPROXIMATELY 25' of 6" PVC OR DIP RESTRAINT JOINT PIPE SEE 1� D2 6144 /( // /F CAS 00 STA 7+97 3 8" FLG TEE D1 3-8" FLG X MJ GATE VALVES 5� 1-8" X 6" MJ REDUCER D1 2-6" 45' MJ ELBOW 1-6" MJ SLEEVE APPROXIMATELY 14 LF 6" PVC OR DIP RESTRAINT JOINT PIPE EOP LANE FI GS 4� D1 2" GA DRIVE WAY 6" SS STA 9+00 .EOP . • , .(.ONG CURB 7Q GUI ER - OHU — — DHU — R/W 13"WS V, STA 9+27 L 4" WATER SERVICE CONNECTIO DUPLEX CUT, CAP ,Sc ABANDON EXISTING 8" PIPE PER GENERAL NOTE 11 DRIVE WAY 2" GAS EOP 6" SS IN 1n STA 10+ 8" W OHU OHU PP ELEC. VAULTS EQP OHU ►4 r4) I1 W z 6"N W W (1) AtANT OHU OHU LIMITS OF PAVEMENT REPAIR: APPROXIMATELY: 2,900 SQ FT TRENCH PATCH APPROXIMATELY: 8,050 SQ FT MILL AND OVERLAY STA 7+69, FIRE HYDRANT 8" X 6" FLG BRANCH TEE 6" FLG X MJ GATE VALVE APPROXIMATELY 16.4 LE OF 6" PVC OR DIP RESTRAINT JOINT PIPE FIRE HYDRANT ASSEMBLY SEE 1811 F Know what's below. Call before you dig. D1 DRIVE WAY FOR APPROXIMATELY 250 HOMES 1080 TAHOE VE E MOBILE H D1 STA 10+25 8" FLG TEE 3-8" FLG X MJ GATE VALVES 1 -8" MJ SLEEVE 2-8" 45' MJ ELBOW APPROXIMATELY 25 LF OF 8" PVC OR DIP RESTRAINT JOINT PIPE ME rV, SS ARK 'UCURB & GUTTER OHU 4" WS 6290' 6285' 6280' 0 STA 6+00 Ii I J U STA 7+00 STA 8+00 STA 9+00 STA 10+00 6275' — 6270' 6265' EXISTING GROUND ELEVATION NEW 8"PIPEIINE 0) H N Z coZ COQ +< +> o Lu v W !Y - W 0 z N X W N- W 0) W 0O In 00 < + W ao CC W W — 6290' — 6285' Id W v) 0 W 2 (n W W (n 6280' - 6275' - 6270' - 6265' AS-BUILA-5-09 PJL E-- LiJ O Cl_ z LiJ S w U Q 0 W LiJ z_ ��-J LL_ W z CIL QROFESS/ � n. ry, No. C47912 Exp. 12/31/09 �IY1LIF� �Q' OF CA DATE: 08.09.07 SCALE: 1 "=20' DRAWN: JHR/TJR FILE:JULIELN2007 SHEET: P2 8 OF 15 SHEETS n n J STA 11+29 L i" WATER SERVICE CONNECTION, SEE VACANT SS GStWS CTC SS 550 LF OF 8" DIP OR PVC, SEE �D1J AND PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY VAC 1 1 39 STA 12+52 WATI RLINE PROTECTION AT STORK DRAIN CROSSING, SEE SS 'ARK Cr GAS Q W W W O + O N CONC. CURS __& GU STA 11+00 /1\ IY Gk DRIVE WAY R/V —.PP--- OH U - 47s-mitheir STA 11+06 8" MJ x 6" FLG BRANCH TE 6"X4" FLG REDUCER 4" FLG x MJ ADAPTER 4"FLG X MJ GV 2-4" MJ90 1 -UP, 1-HORIZ APPROXIMATELY 14' x 4" PVC OR DIP RESTRAINT JOINT PIPE PVA W EOP.. STA 11+06 R 4" WATER SERVICE CONNECT TO INLET ABANDON EXISTING 2' 6" SS — OHU RRIW 6' WOOD FENCE CONNECTION, SIDE OF METER SERVICE, SEE 1 D2 SS CTC 1111 5 D1 VAC STA 13+41 L 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE i" SERVICE. SEE / 2\ \22/ SS i"WS GS SS DRIVE WAY ^HU OHU R/W R/W 2" GAS SED 111 / SSGStWS a"WS DRIV J WAY STA 11+94, FIRE HYDRANT 8" X 6" FLG BRANCH TEE 6" FLG X MJ GATE VALVE APPROXIMATELY 15 LF OF 6" PVC OR DIP RESTRAINT JOINT PIPE FIRE HYDRANT ASSEMBLY VERIFY LOCATION IN FIELD W/ENGIN /1\ STA 13+21 4" SEWER LATERAL SB bowwbatsbelow. Call min mu. STA 14+00 STA 14+41 L 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE i" SERVICE. SEE D2 SED 1121 SS Sr0 SS GSt"WS STA 15+39 L i" WATER SERVICE CONNECTION, SEE CTC 1 12/ SS S 2' GAS DRIVE 2 WAY SS OHU OHU LIMITS OF PAVEMENT REPAIR: APPROXIMATELY: 2,800 SQ FT TRENCH PATCH APPROXIMATELY: 5,900 SQ FT MILL AND OVERLAY 8" W EOP DRIVE-' WAY — 6" SS STA 15+00 GAS EOP 8" R/W 3AS SS GS RIVE WAY OHU CONE' ,r ('URH Ar, GU Ma• K OH U 8" W LOP OHO)pp- OHU STA 6+00 6 R/W TAHOE VERDE MOBILE HOME PARK tiQHU 6290' 6285' 6280' STA 11+00 W J w 6275' (I) 6270' 6265' W W U) O + O H U) STA 12+00 STA 13+00 STA 14+00 STA 15+00 STA 16+00 — 6290' — 6285' EXISTING GROUND ELEVATION 1 W WU CND a Z W > + a _1 cc M) LFL -1 W OD al 0 1nr oLU 1- W w + (n W r a W (n H • U W " U d a Z J W' • W J m a v o v' Nw ��w A Krit 0 O= U) + W (p r U) Q (f) — 6270' 6280' — 6275' — 6265' AS-BUILT/I -5-09 PJL / \ LJJ z Q Lii W 0 0 N REPLACEMENT PROJECT LTJ z_ LLJ H- Q 0 0 STA 10+50 TO LLI LL 0 n_ QROFESS/ A. T61 ktek w No. 047912 Exp. 12/31/09 r\IVI �� q.OF CALF m DATE: 08.09.07 SCALE: 1"= 20' DRAWN: JHR/TJR FILE:JULIELN2007 SHEET: P3 9 OF 15 SHEETS 8" V1 SOP. SS SS R/W SFD GS 4' WS SS STA 16+39 L 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE i" SERVICE. SEE 2 D2 VACANT 1155 2" GAS EOP SFD GS 4.3" WS SS DRIVE 6" SS STA 17+00 CA! 11EK.–_li F _STA 17+17 L i" WATER SERVICE CONNECTION, SEE 2 D2) STA 17+91 L V ATER SERVICE CONNECTION, SEE 2 CD2 USFS 11/1 SS WS SFD GS SS GS WAY 2" GA 3 K P ;HU SS STA 16+33 R 6" WATER SERVICE CONNECTION, 8" MJ x 6" FLG BRANCH TEE 6"FLGx MU ADAPTER 6" COMP 6" MJ GV 6" 90' MJ ELBOW 6" 22 ' MJ ELBOW APPROXIMATELY 15' OF 6" PVC OR DIP RESTRAINT JOINT PIPE REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE A 6" SS DRIVE WAY AS EOP 555 LF OF 8" DIP OR PVC, SEE \D1)ANDI D1 PROVIDE RESTRAINED JOINTS WHERE REQUIRED BYI7 STA 18+84 L ISEE ATER SERVICE CONNECTION, SFD 6" SS "WS SS SFD SS t"WS } DRIVE WAY JULY- LANI STA 18+00 NEW 8' PIPELINE 8" W LIMITS OF PAVEMENT REPAIR: APPROXIMATELY: 3,00 SQ FT TRENCH PATCH APPROXIMATELY: 5,200 SQ FT MILL AND OVERLAY STA 16+93, -IRE HYDRANT 8" X 6" FLG BRANCH TEE 6" FLG X MJ GATE VALVE APPROXIMATE Y 16.3' LF OF 6" PVC OR DIP RESTRAINT JOINT PIPE FIRE HYDRAN- ASSEMBLY VERIFY LOCA1 ON IN HELD W/ENGIN 6" EXTENSION 6' WOOD FENCE SS TAHOE VERDE MOBILE HOME PARK ©IR DRI, WA STA 19+00 SS HU Knowaarsbelow. Call before nen lig. 0 H u STA 19+23 L i" WATER SERVICE CONNECTION, SEE SED 1157 GS i'WS R/W GAS EOP DRIVE WAY SS 2 D2 SS STA 19+69 L a" WATER SERVICE CONNECTION, SEE 2 D2 SFD GS SS / D WAY STA 20+00 SSMH w Nk- C DC CUT, CAP & ABANDON STING A 2 8" PIPE, TWO LO LIONS CD2) PER GENERAL IE 11 STA 20+40 1" DOUBLE ' WATER SERVICE V AS STA 21+00 UR& &GUIIEk OHS WATERLINE PROTECTION AT STORM DRAIN CROSSING, 8" WM DIPS BELOW 24" CMP 4 D1 D1 1 D2 PVC 3� D2/ 6 STA 21+50 8" FLG CROSS 2-8" FLG X MJ GATE VALVES 2-8" 45' MJ ELBOW 2-8" COMP COUPLING 2-8" MJ SLEEVE 4-8" 45' FLG x MJ 2-8" FLG x FLG GV 2– BELL HARNESS APPROXIMATELY 36 LF 8" OR DIP RESTRAINT JOINT PIPE / 1 (f) Q 0 N 0_ 0 w 0 0 _ O STA 16+00 6290' — 6285' 6280' STA 17+00 w J A W Q W 6275' —(/) W(+p N .- 6270' — 6265' N 1rw3Ww ow 0 w J0 1- 0 > z m "0 > +5 + W O W r- W (0 n J (1) 0' to � O' N ix Li j (n Q CO < < • U) rip CO t0 0 ›- < = N w U - w Q w O + ▪ Z 5 N 0_ rg 1-1-1 tr 0' n w + w N a cnc STA 18+00 EXISTING GROUND ELEVATION STA 19+00 STA 20+00 c0 d O w 3t w + 0 + > Z N N 0' i v w U7 H H CE • U7 W w Er + w < rola I - OO J W O Q W Z 00 g w HtyW 0_ N w F_LLI __ OD < cn ,71- �''' In W I- w W O N O Z 5+ > cc O)LY w– w J V) V) N 0_'/--a w 1n w I— CJ) r I-''" nit a) cO cE m cc Q rope 1n O N Cn LU w In w Q + W ow N cE w CD M U W J U CD zmpc N u J 0 w n 0 N W W < < A U) STA 21 +00 LA 1 CU) LO +o N I-00 — 6290' — 6285' 0 6280' 6270' — 6265' AS–BUILT,N –5-09 PJL / \ g m 2 LLI z Q w W 0 0 N u J Ln C N 0 0 0 CD F - (f) ) LIJ J LL 0 EL z nQ L_L ROFOFESS/ps\ x`90 A. Ty `>. No. C47912 Exp. 12/31/09 �civ � CAL�F� DATE: 08.09.07 SCALE: 1"=20' DRAWN: JHR/TJR FILE:JULIELN2007 SHEET: P4 AS -BUILT/ -5-09 PJL / W Lii z L.0 CO ^0 REPLACEV ENT PROJECT 0 + 0 H- u / Ln N (f) LJ L 0 EL 0 V Q 0 No. C47912 Exp. 12/31/09 J sj cc OIVIV�Q� � OF CALIF/ DATE: NOV 2007 SCALE: 1"= 20' DRAWN: TJR FILE: JULIE07 SHEET: P5 11 OF 15 SHEETS GAS — OHU 2 Co 0 0 DI STA22+78L 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE 4" SERVICE. SEE2. CD2/ GS 6" DUPLEX 11 /9 DRIVE WAY STA 22+00 EOP ' GAS 0- 0 W x D 2 0 DRIVE J WAY 3'WS "WS W 6" SFD 1185 ss L GAS GS 515 LF OF 8" DIP OR PVC, SEE 1.\ 5 )J AND D1 PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY STA 24+26 L 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE 4" SERVICE. SEE D2 CTC SFD 1189 1193 SS DIRT DRIVE AY STA 23+00 SS 1180 VACANT LOP — OHU — STA 21+94, FIRE HYDRANT 8" X 6" FLG BRANCH TEE 6" FLG X MJ GATE VALVE APPROXIMATELY 17 LF OF 6" PVC OR DIP RESTRAINT JOINT PIPE FIRE HYDRANT ASSEMBLY VERIFY LOCATION IN FIELD W/ ENGINEER 1' EXTENSION A Z. SS 2" GASEOP GS 1/W SS DRIVE WAY 6" SS 3 D1 S (FD 4' WOOD 1 1 J / FENCE 4"WS\ 4"WS GS AS DRIVE WAY STA 25+26 L 4" WATER SERVICE CONNECTION, SEE SLILll STA 24+00 6 LA N S DRIVE WAY SFD SFD 1201 103 SS "ws SS DRIVE STA 25+74 L U 4" WATER SERVICE CONNE TION, SEE '21 D2 SFD 4' WOOD 1 209 FENCE STA 26+26 L 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE 4" SERVICE. SEE /21 \EL2/ SFD 1211 GS 4"WS SS 4"WS 1 4"WS SS NEW 8" PIPEUNE SSMH STA 25+00 8" W DIRT . U-- DELVE SS WAY STA 26 ) DRIVE WIRY SFD 4' WOOD 1 215 FENCE 4"w5 t s5 MI A TE SS w Z I I EXISTING'"WS METER BOXES GS 119/1 MULTI STA 23+46 R 2" WATER SERVICE CONNECTION, SEE 2 D2 811 Know what'sbelow. Call before you dig. SS GS LIMITS OF PAVEMENT REPAIR: APPROXIMATELY: 2,600 SQ FT TRENCH PATCH APPROXIMATELY: 5,300 SQ FT MILL AND OVERLAY SS 1206 SFD GS W W STA 27+00 tI_ D4 I '• Q + 4"WS (. METER N BOX 1— SPLIT RAIL FENCE 6300' 6295' STA 22+00 6275' STA 23+00 6300' 6295' 6290' 6285' 6280' 6275' P co Z 01 d F -ifs J N Li J= W W (O Q c0 g m Z co < N C ' U + + U +< + cr + 5 w j z j cc N0 N= NU NF- NLL +C]w Q d ›-U ND (n CC W W <0 H N Q= Q Q N O cow U):D V) NL cnw NL. C Ow d-� 3 a ▪ (n ?i +1- E F- W 3 Z 3 N 0 N STA 24+00 EXISTING GROUND ELEVATION NEW 8"PIPELINE O W N O + N W W Q CD t.C) J = W cp J N OW " 0:5 CI- Q + j W + K N J • F- N W + m w N V) DV) Q N 0 Q N W Q O w W Q cnwa w Z cn STA 24+56 ti GAS SERVICE STA 25+00 STA 25+25 W U_ 1 cr W U) cc W Q nt W w Z 5 cc w �eE N W N N H U) STA 26+00 6300' 6295' 6285' 6280' 6275' W W J W O 0 < Z 5 +cr J Ncng a /��\ + w cn w / 1 \ Q N U)W I --?flit U) W N O + 5 O CC N W U) N � W a W z _J — 6300' - 6395' U + 5 to cc N W U) N w a O 6290' - 6285' - 6280' 6375' AS -BUILT/ -5-09 PJL / \ S tws STA 26+90 L i" WATER SERVICE CONNECTION, SEE 2 D2 SFD 4' WOOD 1209 FENCE SS DIRT -DRIV€ WAY W L STA 26+100 tws DRIVE WAY SS —(f ?.d'1I$R if UI f N -Ft -- OHU w5 DR VE WAY WEOP_. SS 0 — OHU OHU W z -J 370 LF OF 8" DIP OR P PROVIDE RESTRAINED JOINTS WHE STA 27+77 L 1" WATER SERVICE LATE RAL CONNECTION, WITH DO JBLE in SERVICE. SEE 2 (D2) SFD OOD (7) FE CE "ws SS kANTER W m =D cn W + W (D CO N stuIU) Ri WAY STA 274-00 (CFI SFD r GS GS SS DRIVE_ WA P -oPP SS 1206 SFD GS STA 26+89 R i" WATER SERVICE CONNECTION, CONNECT TO EXISTING METER SEE WS METER BOX 2"JGA RIVtE �A 6" SS 1 , SEE D1) AND E REQUIRED BY D1 SFD 4' WOOD 1 223 FENCE 'TOP r HtFk/,N OHU — STA 28+00 OHU — STA 28+46 L s" WATER SERVICE CONNECTION, SEE SS 2 D2 SFJ SS DRIVE DRIVE WAY WVAY uv „NEW 8" PIPELINE EO' W SSMH / // LA.!`. 6" / STA 29+00 GS rws i"WS GS WAY — OHU PP OHU • OHU-Y PLIT RAIL FENCE SS STA 26+92, FIRE HYDRANT 8" X 6" FLG BRANCH TEE 8" FLG X MJ GATE VALVE 8" FLG X MJ ADAPTOR 6" =LG X MJ GATE VALVE APE ROXIMATELY 10 LF OF 6" PVC OR DIP RESTRAINT JOINT PIPE �5\ FIR : HYDRANT ASSEMBLY LD1 ) 1222 CTC LATERAL CUT AND CAPPED /\ LIMITS OF PAVEMENT REPAIR: APPROXIMATELY: 1,900 SQ FT TRENCH PATCH APPROXIMATELY: 2,600 SQ FT MILL AND OVERLAY 811 Knew what's below. Call mare nu iih. OH STA 29+27 L 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE i" SERVICE. SEE SS 2 D2 l "ws SS STA 29+77 L a" WATER SERVICE CONNECTION, SEE 72� SFD GS DRIVE WAY D2 SS R/W SS DUPLEX 12/15 BRICK PILLARS 1„W SFD 12/19 t"WS GS SS STA 30+00 6” SS N 0 DRIVE w z J 2 U WAY R/W — OHU Gs SS 1236 MUL TT EOP 8" W 'DRIVE WAY — 0H9`+-<> W 14"WS PP v) METE BOX — OHU GS STA 30+30 R 14" WATER SERVICE CONNECTION, CONNECT TO EXISTING METER SEE 2 D2 STA 30+34, FIRE HYDRANT 8" X 6" FLG BRANCH TEE 6" FLG X MJ GATE VALVE APPROXIMATELY 10 LF OF 6" PVC OR DIP RESTRAINT JOINT PIPE FIRE HYDRANT ASSEMBLY 6 D1 SPLIT/ RAI F NCE 0 0 K) N SS STA 31+00 SFD 1251 SS rws DRIVE GAS WAY OHU OHU SS 1248 CTC OHU — R/W OHL' 6315' 6310' STA 26+00 6315' 6310' STA 27+ )0 STA 28+00 STA 29+00 EXISTING GROUND ELEVATION STA 30+00 6315' 6310' 6305' STA 31 +00 6295' 6290' — 6290' w w N z W j z 5 +< cc co 1: rW J W N O Q O CO O) 141 + + w I- COw' CD C. N N 3 U I- EF NN W rn 0 N W U) W a 1 .1t 0 (O W J = W hW nU "nU + a + 5 N W > N. d cc N J N U N U) N- m U) F- J I- a N O K < Nw < w W W g z a W LU w 10 UJ 't U W U a z ix N (W J (W Q co N Et d- cc w + W N I-nt CO to W J: W CO W 1h°0NUIr WQJ NU +_ NJ_ +_ (.4°) (nu. +0]W Nffi +rna N Q N O Q Q N Q Q 0 W w N LU � w Wa Q N z CO 0 W CO W W U h U z > + > a rn a J W N W cn (n Q r ix ~FY w Cf) Li N I-nt r. Mkt U) CO W N- U +> N W N W N H C c� A F- + < o0 M >- < < = (j 6315' 6310' 6305' 6300' 6295' 6290' W z W M-) W 0 0 N REPLACEMENT PROJECT W z 0 0 STA 26+70 TO soFESS/c9 A Tyk5L� y O et No. C47912 Exp. 12/31/09 st CIV1�. �Q' OF CAL\E DATE: NOV 2007 SCALE: 1"= 20' DRAWN: TJR FILE: JULIE07 SHEET: P6 12 OF 15 SHEETS AS—BUILT Al PJL 1 SFD 1235 SS RIVE NAY 1rWS SS AS — OHU — SS 36 1.71 SFD 12/11 GS SS W SZ ❑ J DUPLEX 12 /15 S A 30+78 L 1?" WATER SERVICE LATERAL CONNECTION, W TH DOUBLE SERVICE. 1" SERVICE WITH 1' METER TO THE NORTH, " SERVICE TO TI IE SOUTH. SI F NND2 D2 STA 31 +65 L a" WATER SERVICE CONNECTIOSN, D2 5 =D 12/19 BRICK PILLARSuS �"WS GS SS SS DRIVE GAS WAY SFD 125 SS fr.,.EO.P • 8" W — OHU — GS —I WAY 0 1 " WS METER BOX SPLIT RAIL FENCE 4 P AWES Sr • 7 STA 31+15 SS FOUL D, CUT AND CAPPID /1\ 12Th CTC R/W 392 LF OF 8" DIP OR PVC, SEE LD1 AND D1 PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY 13 \DI) STA 32+33 L i" WATER SERVICE CONNECTION, SEE "WS GS SS 6" SS LIMITS OF PAVEMENT REPAIR: APPROXI'ATELY: 2,000 SQ FT TRENCH PATCH APPROXIMATE LY: 3,400 SQ FT MILL AND OVERLAY OHU GAS 2 D2 VACANT 125/ 1\ SS NOT FOUND PP 3HAIN LINK ENCE S R/W GS rWS 1 �n SS SFD 1261 DRIVE WAY SFD 1265 SS GS STA 33+28 L 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE " SERVICE. SEE T 2� D2 SFD 1269 j"WS "WS GS SS DRIVE. W.MS� NEW 5 PIPELINE 8" / A N SS ) DRIVE WAY SS CS oo � p DRIVE S WAY Fl OHU — OHU — R/W OHU —$ OH. FI f STA 32+92 SS FOUND Mew what's below. Call betere 1roe rig. '262 VACANT STA 33+74, FIRE HYDRANT 8" X 6" FLG BRANCH TEE 6" FLG X MJ GATE VALVE A APPROXIMATELY 11.9 LF OF 6" /1\ PVC OR DIP RESTRAINT JOINT PIPE FIRE HYDRANT ASSEMBLY RIFY LOCATION IN FIELD W/ENGINEER 1' EXTENSION REMOVE VALVE BOX AND PAVE OVER AT COMPLETION OF CONSTRUCTION 28U VACANT CD CD PP C C STA 34+32, END PROJECT 8" MJ X FLG GATE VALVE 8" 45' MJ ELBOW / 5 8" MJ CI SLEEVE APPROXIMATELY 4 LF OF 8" PVC OR DIP RESTRAINT JOINT PIPE COMPRESSION COUPLING AS REQUIRED D1 D1 1 (.0 W J .- f UJ N U_ r U_ +> N w> o w + J L (n O CO W < M D N w Q O W W Z 7 w ?� W (o U w U +> Z> r) w J W ry if) Li (n + W _ < m N Kra N M N M U7 L4.1 U W CD m W w z K w r7 W N Q ro rt. romCD N O J 0) Z < N O W W te In W 1 A.6w °' 0 a 0 I- CD STA 33+26 W J ' W U "1° Li N J a W + CO W 7DW co m o N W Z N H- O r7OH co CD M• Ow Z Q Z Z Z W O O w Z U W STA 35+00 - 6325' - 6320' - 6315' - 6310' - 6305' o. ia p L1-1 z w w ID W 0 0 N REPLACEMENT PROJECT w z w F- + 0 F- 0 0 Q ( w Li 0 o_ z o_ RpFESSlpi,\ a 4N� A. Tye ce W No. C47912 Exp. 12/31/09 Jj CIVO- hQ' /4" Of CALVE i1 DATE: NOV 2007 SCALE: 1"= 20' DRAWN: TJR FILE: JULIE07 SHEET: P 7 13 OF 15 SHEETS SD NT/lF/ AS -BUILT PJL / -5-09 D 0 _ U) a C7 w C r U) BEGIN PROJECT, STA 1+00 An CONNECT TO EXISTING 8" WATERMAIN REMOVE: 6" GATE VALVE 6" X 3" FLG REDUCER 3" X 2" FLG COUPLING ADAPTOR INSTALL: 6" X 8" FLG REDUCER 8" FLG X MJ GATE VALVE 2" SADDLE W/CORP VALVE AND CAP N CCD jr1 460 LF OF 8" CLASS 200 PVC C4 OR CLASS 350 DIP, SEE D2 PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY _ \ n CUT, CAP & ABANDON EXISTING 2" PIPE PER RENERAL NOTE 11 hip Nr) ycK EOP 5 D1 FH 0 CO vi L N vJ (C' cn Lu o' C U) U) O >- 0 u STA 2+59 WATERLINE PROTECTION AT STORM DRAIN CROSSING, SEE STA 1 +53, 8" 45' MJ EL BOW STA 2+00 6" SS 2.25' ',PLIT RAIL •OD FENC 1n Q CD w DC R/W STA 3+52 L a WATER SERVICE CONNECTION AT R/W SEE Pb 91 ROCK SS 8 B STA 3+59 WATERLINE PROTECTION AT STORM DRAIN CROSSING, SEE C3/ D2 DRIVE 1' atA 3+00 Ll•�I Is SDMH � A'�� SS STA 4+33 WATERLINE PROTECTION AT STORM DRAIN CROSSING, SEE STA 4+50 WATERLINE PROTECTION AT SEWER CROSSING, SEE D2 STA 4+56, 8" FITTINGS AS REQUIRED VACANT 731 SS 6" SS STA 4+00 • -� \^ 1vlfitL DI PP DRI ili • a STA 1+69, 8" 45' M ELBOW D1 —STA 1 +64 WATERLINE PROTECTION AT SEWER C 20SSING, SEE STA 1+12 WATERLINE PROTECTION AT SEWER CROSSING, SEE\D2) 2 6' WOOD FENCE SSS"WSWAY BEAR 3' SPLIT RAIL WOOD STA 2+90 FENCE 12" CMP 686 n SFD STA 2+73 R i" WATER SERVICE CONNECTI SEE D2 N, ROCK BORDERED IRRIGATION DITCH Call $sln vii lit 690 VACANT DI i" WATER SERVI BOX 1'-3' WOOD RETAINING WALL 09 DRIVE WAY SED STA 4+25 R E CONNECTION, SEE 'WS U) U) U, GS RIVE WAY R/W CTC n / `J 7 SS Aisas ssitaeiimia-Mi Ra�0 UJ •fl3' 3 WOOD +lee SS RETAINING �w� FENCE, BELOW GRADE /C - 6" SS STA 5+00 DIKE 6 U) SS \10 R KE - L tip SS STA 6+00 1' BLOC L) 700 SED STA 4+85 R 1" WATER SERVICE CONNECTION, SEE 0) 1n 1n (I) STA 5+09 R, FIRE HYDRANT 8" X 6" FLG BRANCH TEE 6" FLG X MJ GATE VALVE APPROXIMATELY 10 LF OF 6" PVC OR DIP RESTRAINT JOINT PIPE6 FIRE HYDRANT ASSEMBLY LD1 706 VACANT tws SS DRIVE GS WAY 710 SFD 3' WOOD RETAINING WALL 6315' 6310' 6305' 6300' 6295' STA 1 +00 0E— NZN)in Z OU co r QNr co , O Z <wN<w(NOa Q xwwzcn� Z (n w O F(- N CO H O > F J U W W z a Z 0 U rno coo + Wwn STA 2+00 STA 3+00 STA 4+00 EXISTING GROUND ELEVATION LI W W re) --1 U W U DO 4 c5 Z DC N W N �cnag 0_ N Cr U CC W w W H 0 U MN - 0 ▪ W in Q w U + DC Z > OCe r (C)w + M W 0_ a Q MIr} n O N) N 1 Lir J C cxaoaz CL -TO wo H- WM CC 0 a W Z W O N W W N O W + > z 0_ DC W In W < (n N (n U 0_ - 0_ W W a a OZIO(OUO d - W W 1.0 NOOW 00U WO 1 - Ma 1-in5 *c Zcccc aw(0a(i W0 <V) up mW Zw_ 0_ m0_ -0_ w w 4 In a Q a O H COL O Z r a UD + W 0_ DC LU - 6315' - 6310' - 6305' - 6300' - 6295' LLI J W Li_z W O < zo_J N ELzLLJ �I- �z Q W U z CI- -Do Qoco o+ W O IDZH- W O co W o o U o Q N -J Q LLI CL v l %OFESS/o,, /off A. Ty�-" No. C47912 Exp. 12/31 /09 2�IVI�j �OF CAL\F� DATE: JUN 2008 SCALE: 1"= 20' DRAWN: TJR/NAP FILE: JULIE07 SHEET: P8 14 OF 18 SHEETS C- / 20 LF TO APPROXIMATELY STA 7+80 OF 8" CLASS 200 PVC OR CLASS 350 DIP, SEE PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY VACANT /11 SS DIKE SS SS .C' 1 5 310 LF OF 8" DIP OR PVC, SEE CDI)AND D1 f ROVIDE RESTRAINED JOINTS WHERE REQUIRED BY STA 7+30 L 1" WATER SER"ICE CONNECTION NEW 1" METER, SEE CTC 5 D2 4' ROCK RETAINING WALL CS 2 // 1'-3' ROCK RETAINING WALL DRIVE STA 6+0 W WAY R/W ' GAS SS1 "WS 3 D1 SS STA 8+60 L, FIRE HYDRANT 8" X 6" FLG BRANCH TEE 6" FLG X MJ GATE VALVE APPROXIMATELY 9 LF OF 6" PVC OR DIP RESTRAINT JOINT PIPE FIRE HYDRANT ASSEMBLY VERIFY LOCATION IN FIELD W/EN JEER 1n In STA 8+90 28 8" FLG CROSS 4-8" FLOJ GATE VALVES 2T1' " MJ REDUCER 2-4" ROMAC 501 1-8" ROMAC 611 4-4" 45' MJ ELBOWS APPROXIMATELY 32 LF OF 4" AND 10 LF OF 8" OR DIP RESTRAINT JOINT PIPE 6" SS STA 7+00 -' CAS,,, t Ir-BIKr _. VIIV R® SS /06 VACANT PP A/C f31#€ ?- DRIVE sR GSWAY "WS SS 3' WOOD RETAINING WALL 710 n SFD 1 STA 5+70 R 1" WATER SERVICE LATERAL CONN CTION, WITH DOUBLE i" SERVICE. SEE SS 1"FS "WS STA 6+45 R 1" FIRELINE SERVICI CONNECTION, SEE OHU DRIVE WAY "WS SS 3' WOOD RETAINING WALL GSWAY SS 720 SID STA 6+90 R a WATER SERVICE CONNECTION, SEE - STA 6+47 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA 8+04, 3 8" 45' MJ ELBOW()) STA 7+80, 8" 45' MJ ELBOW A SFD 6\ D1 GS J j" WATER DIRT DRIVE WAY STA 10+78 L SERVICE CONNECTION, SEE 2 D2 SID 3' WOOD FENCE SS IRT a"WS GS R/RIVE WAY w w N N 3' WOOD FENCE STA 7+67, 8" FITTINGS AS REQUIRED 1 ter K wnwax'sb*Nw. Q 00 Call hetero nu lig. Q H - Nn wEE "QC� 03 LU FOP STA 10+00 OHU PP U 2" GAS dHU 0 U SS 3' CHAIN LINK FENCE STA 8+99 WATERLINE PROTECTION /3\ AT SEWER CROSSING, SEE \p2/ "WS SFD CUT, CAP & ABANDON EXISTING 4" PIPE PER GENERAL NOTE 11, TWO LOCATIONS EC DRIVE WAY GS SS STA 10+77 / SS w DRIVE GSi' WSSS WAY tik STA r11 +00 DRIVE; GSWAY era i" WATER SERVICE CONNECTION, 1.5' SPLIT RAIL FENCE SEE %2\ 7' 6 STA 9+79 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE( 2 " D2 D2 SED 2' SPLIT SS RAIL FENCE 6335' STA 6+00 6335' 63E 3'- 63_` 5'— STA 7+00 STA 8+00 EXISTIN GROUND EL ATION STA 9+00 STA 10+00 6360' —6355' J w r w M J JU rU COQ Q -cc + - +12 incc �� Ory rn0&)ry LI w w n ▪ Lu 3 < co 1-:: _ A A O LA + (Dry w tenQ O _I LI (Ow CO J O Nt U Z Nr m L CO Z W W cn Qcn Q 1- 1 - if) w n w �Z Z CD + w J w w CC CY <u_ C U) Co O w O Q +-5 z j +m coK O' r w Lu o w aU) rnU) ag m or m m 0_ Lu w w w 3 3 3 2r li- E LI r w In J N- N D 0 Liz ) U +Q OZL CO + j +m 0' r- m ^ H N 2, N w + w <U <I QES F• w < wco Q Q (7 W Q cn3 '44-N �zow co.rncn +5+O CO ry CO LLI U EXISTING 4" O) Z O Q co Qry W "mow ina CD WATER SERVICE N w U o CC r U) N 0 N O W U w U co 0 + j Z 5 z j+ 5 w UJ 00 w.- w a`"+U'+tea`" wLU r LU < QQ Q 31- 31- 3 rott rt. MN- AS-BUILT/�j -5-09 PJL ILA Ld W LJ 0 zLY _I LL zw LdzQ U W 0_ z� <0+ 0_o W I— zo LTJ CO Lii CD O < LC) N —1 Q Ld (n eROFEss7 F�`�.0 A. lH-c^ No. C47912 Exp. 12/31/09 CIV1t ct or CALF A DATE: JUN 2008 SCALE: 1"= 20' DRAWN: TJR/NAP FILE: JULIE07 SHEET: P9 15 OF 18 SHEETS Ix AS—BUILT5-09 PJL 1 'DIRT 0 r 0 W I U) W W U) a"WS GS H STA 11+24 L STA 12+10 L STA 12+56 L a" WATER SERVICE CONNECTION, a" WATER SERVICE CONNECTION, in WATER SERVICE CONNECTION SEE /2- SEE SEE D2 3' WOOD FENCE DRIVE D2 S )RIVE WAY J 2GAS R/ (pH WAY STA' 11+00 DRIVE 4'WSJGSWAY 7/16 SFD SFD /51 SFD `CUT, CAP & ABANDON EXISTING BLOW OFF PER GENERAL NOTE 11 BO "WSSSDRIVEDRIVE GS WAY W I. I uH� SSMH DRIVE OHPp IJ SFD 761 i"WSSSGS DIRT SS DRIVE WAY Fl STA 12+00 6" D2 —STA 12+80 L, FIRE HYDRANT 8" X 6" FLG BRANCH TEE 6" FLG X MJ GATE VALVE APPROXIMATELY 6 LF OF 6" PVC OR DIP RESTRAINT JOINT PIPE FIRE HYDRANT ASSEMBLY SFD LIT NCE SS DRIVE a WAY a`'P w 6 D1 548 LF OF 8" DIP OR PVC, SEE 1 D1 5 AND D1 PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY /1\ STA 14+47 L DOUBLE i" WATER SERVICE CONNECTION, STA 13+36 L in WATER VS SRA C��A{NJ=CTIOEE STA 13+00 V 6 ' SS DRIVE 2' SPLIT ate RAIL FENCE 1.5' SPLIT RAIL FENCE SS"WS WAY GS 752 SFD STA 11+28 R a" WATER SERVICE CONNECTION, SEE 2 D2 3' WOOD "WSSS FENCE / 5FD WAY GS se STA 11+88 R INSTALL a" WATER SERVICE CONNECTION, SEE 6360' 6355' — 6350' 6345' 6340' 6335' STA 11+00 I U) N STA 12+00 • W to W O N < z 5+� N W�g + CCacr W U) W F- F >- (1) N W 3 W N O W U + > z 5 W W U) NDJ U) I -CC ▪ CC W W a a ' W N W 3 W N O co O W O + 5 5 + z 5 T— W r W CO W (/) U) CO (I) (~n N v~ E ± W U Q < 3 N�1.1.1- tnint DRIVE GSWAY 760 SFD SS — 2"oI 4S R/W "WS GS STA 12+68 R i" WATER SERVICE CONNECTIOSN, STA SSMH I2„oP DRIVE PP SS WAY t'WS /66 SFD STA 13+41 R i" WATER SERVICE CONNECTIOSN, SFD DRIVE GS WAY 4+00 SS —1— MDR DRVE 4SCV /70 SFD 5' WOOD FENCE i 811 Knew what's below. Call before Yeu lie. SEE D2 SS "WS OgekS DRIVE WS GS WAY SS //6 SFD STA 15+27 L a WATER SERVICE CONNECTION, SEE 4' WOOD FENCE SS 2" W 2 D2 CUT, CAP & ABANDON EXISTING 2" PIPE PER GENERAL NOTE 11, "WS DRIVE WAY STA 14+00 R 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE in SERVICE. SEE 2 D2 ) SS /80 VACANT PP 6” SS GAS( - DRIVE I WAY GS ROMAC 611 BELL HARNESS AROUND A ROMAC 501 COUPLING END PROJECT, STA 16+38 CONNECT TO EXISTING 8" FLG X MJ GATE VALVE D1 EL 0 Lu W S J (O W O J W O Q N O Q Z> + rIL +5 +EY O' N W N O' N W O W r...it L.LI r r U) Q +LC a W W U) < o W I- (5 I- W = W U) on N co N U) STA 13+00 EXISTING GROUND • W W z > DC CO W (O U) • Ct N W Q ��trokr STA 14+00 ELEVATION 8"PIPELINF OH (1j J +< +DC N N W o - r S U) W U) W C w 7 W 3 W FO O W O + > z > M L DC W CO W U1 rr) U) U) r O I- a rxv Nrya ?� W N W w O ▪ O z > + ( cr Ui W U 3 Q vPiKt- a~ 3 STA 15+00 W W O Z > DC O W O U) + U) (n DC W Q STA 14+02 W U DC W U K W Q 1511.4- N W rn rU M Q + > +DC d- D '4'L W U) Q V) U cn U 0 W L w P An 1 N Q 4. CC • W W U) STA 16+00 W W w U Z DC N W N U) ` CC r U) — 6360' - 6355' - 6350' - 6345' 6340' - 6335' CO W r'7ZZ + in -St ED W (nW X W W ~ Q O N CO U W z 0 U W W --I 2_7_ Q LH C) Lz= <ISz Q 0_ z w 00 QOM J + W C J 1- O Z i- -D o0w0 °P 00 O CD ‹c N _ni NW I_( Go CC �4. ROFE No. C47912 Exp. 12/31/09 COW. OF CAU DATE: JUN 2008 SCALE: 1"= 20' DRAWN: TJR/NAP FILE: JULIE07 SHEET: P 0 16 OF 18 SHEETS TRAEEIC CO\TOOL NOTES 1) ALL TRAFFIC CONTROL SHALL MEET OR EXCEED THE REQUIRE RENTS AS OUTLINED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROL (CALTRANS) LATEST EDITION & CITY OF SOUTH LAKE TAHOE STANDARDS, UNLESS NOTED OTHERWISE. IF DEVIA-IONS FROM THE TYPICAL TRAFFIC CONTROL PLANS ARE NECESSARY, THE CONTRACTOR SHALL SUBMIT AN AMENDED TRAFFIC CONTROL PLAN TO THE SOUTH TAHOE PUBLIC UTILPY DISTRICT FOR APPROVAL. 2) PRIOR TO CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL, A TRAFFIC CONTROL PLAN FOR HANDLING TRAFFIC THROUGH THE PROJECT SITE. 3) ELECTRONIC SIGN BOARDS SHALL BE PLACED FAR ENOUGH IN ADVANCE OF THE PROJECT TO SERVE AS AN ADVISORY TO BOTH NORTH AND SOUTH BOUND -RAFFIC ON JOHNSON BOULEVARD OF THE CONSTRUCTION WORK TIME AND DAYS AND OF POSSIBLE TRAFFIC DELAYS. ALL MESSAGE BOARD CONTENT SHALL BE COORDINATED WITH THE ENGINEER THE MESSAGE BOARD SHALL REMAIN IN CONTINUOS OPERATION ONE WEEK PRIOR TO AND THROUGHOUT THE DURATION OF THE PROJECT. 4) ALL ADVANCED WARNING SIGNS SHALL BE 36" X 36" MINIMUM C23 "ROAD WORK AHEAD" OR C18" ROAD CONSTRUCTION AHEAD" SHALL BE 48" X 48" MIN MUM. F_AGMAN SHALL BE LOCATED FAR ENOUGH IN ADVANCE TO CONTROL TRAFFIC THROUGH THE: WORK AREA. 5) PORTABLE DELINEATORS SHALL BE A MINIMUM OF 36" HIGH AND PLACED A MINIMUM OF 20 FEET APART. 6) CONTRACTOR TO MAINTAIN ONE _ANE OF FLOGGER CONTROLLED TRAFFIC AT ALL TIMES DURING CONSTRUCTION ACTIVITY. AFTER WORKING HOURS ALL TRAFFIC CONTROLS SHALL BE LIFTED, TRAFFIC BARRIER REMOVED AND TRAFFIC FLOW RETURNED TO NORMAL. 7) CONTRACTOR SHALL MANAGE AND BE RESPONSIBLE FOR ALL _RAFFIC CONTROL OPERATIONS TO ENSURE PUBLIC SAFETY AND SHALL PROVIDE AN EMPLOYEE TCS BE ASSIGNED TO FULL TIME MAINTENANCE OF TRAFFIC CONTROL DEVICES. 8) ALL TRAFFIC CONTROL OPERATIONS ARE SUBJECT TO APPROVAL OF THE ENGINEER AND MAY BE REQUIRED TO BE ALTERED BY THE CONTRACTOR IF IT IS PERCEIVED THAT A DANGEROUS CONDITION MAY EXIST. THE CONTRACTOR SHALL PROACTIVELY MANAGE TRAFFIC CONTROL OPERATIONS & MAKE ADJUSTMENTS AS NECESSARY TO ENSURE PUBLIC SAFETY. 25 I. 25 MPH 20)± - 200± U END ROAD WORK 200± 25 MPH SIGNAGE SIGN STATE SYMBOL DESIGNATION 25 MPH END ROAD WORK TRAFFIC CONTROL WORK ZONE IN PROJECT AREA FLAGGER c� c� 0000 OO �jn //%� q • • 0 0 0 00oo TAPER 100' WORK ZONE AS NEEDED TAPER 100' C23 Cl C21 C20(Rt) C9 C36 W1 (Rt) C30 W6 C14 FLAGGER 200 ± 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" 200± 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" 200± END ROAD WORK 25 MPH LEGE\D CONSTRUCTION/TRAFFIC CONTROL SIGN DELINEATOR DIRECTION OF TRAFFIC FLOW F_AGGER F O we oo O O N U DATE: APR 2008 SCALE: NO SCALE DRAWN: TJR FILE: JULIE7 SHEET: T1 14 OF 15 SHEETS END ROAD WORK 25 MPH 1/4 END ROAD WORK 25 MPH J 0 W END ROAD WORK 25 MPH L ROAD \ WORK ) AHEAD/ 25 MPH E /\ V J END ROAD WORK END ROAD WORK 0/ ti AP S J�L H 'ROW- C 'ROAG' Cc e�> '40 LANE ARHA WAR\ \G 'LACH V 0 SCALH \T END ROAD WORK 5 -FREE - CO 0 CN EL QROFESS/ yeF o A. 14,6 F W Na. 047912 Exp. 12/31/09 `TT CIV1L�t \? qTf �F CAF� rn DATE: APR 2008 SCALE: NO SCALE DRAWN: TJR FILE: JULIE7 SHEET: T2 15 OF 15 SHEETS