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WL1732007 GL ROA FA i C1�p 1 SOUTI/'t'TA BOARD OF DIRECTORS SOUTH TAHOE PUBLIC UTILITY DIST ?ICT DIRECTORS ERIC SCHAFER DUANE WALLACE KATHLEEN FARRELL JAMES R. JONES MARY LOU MOSBACHER GENERAL MANAGER RICHARD SOLBRIG, P.E. APPROVAL: 7/1 ?/.75/6 7 PAUL SCIUTO, P.E. NO. CE 51828 SOUTH TAHOE PUBLIC UTILITY DISTRICT DATE ASVA') 1 1I/0UVT14I LACyp��'}1� ��'o� CT 11 � _ 1 j l f i r �: USLV' FBISTThflCT VICINITY MAP GLEN RD & GARDNER MTN WL WL173 2007 M \Projects\Water\GlenWW & GMWL 20071GNWL & GMWLWUtoCad Drawings\2007 GLEN RD & GARDNER MTN COVER.dwg, GENERAL 1, 3/26/2007 10.21:54 AM GSI- \ ROAD S LLT A\ -/CD \0 SCALE - P5 G L f l\ I O/A Z P8 P9 r k * k J � SHEET I\ D -X SHEET 01 G2 G3 D1 D2 D3 P1 P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P12 P13 P14 P15 T1 T2 GA/:'JNI- R STI' TITLE SHEET INDEX PAVING PAN GENERAL NOTES DETAILS DETAILS DETAILS GLEN ROAD PLAN PROFILE STA 1 +00 GLEN ROAD PAN PROFILE STA 5+75 GLEN ROAD P_AN PROFILE STA 10+00 GLEN ROAD PLAN PROFILE STA 14+00 GLEN ROAD PLAN PROFILE STA 1+10 N GLEN ROAD P_AN PROFILE STA 6+80 N GLEN ROAD P_AN PROFILE STA 1+90 E GARDNER MTN PLAN PROFILE STA 1+00 GARDNER MTN P_AN PROFILE STA 5+40 GARDNER MTN PLAN PROFILE STA 10+10 GARDNER MTN PAN PROFILE STA 1+05 N GARDNER MTN PLAN PROFILE STA 4+20 N GARDNER MTN PLAN PROFILE STA 9+32 N GARDNER MTN P_AN PROFILE STA 1+05 E GARDNER MTN PLAN PROFILE STA 3+80 E GENERAL TRAFIFIC NOTES/DETAILS GLEN ROAD & GARDNER MTN TRAFFIC PLAN GA RD S \FR VO \TA ELT LK/0_1- 0 A"0_T0 SCALE TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO 5+75 10+00 14+00 18+08 6+80 N 11+02 N 7+84 E 5+40 10+10 13+63 4+20 N 9+32 N 14+58 N 3+80 E 6+55 E -1-11VIiFlir 7 Q z D O 75 & GARDNER 0 0 0 w O n' 0 z w 5 w 0 Q 0 w 0( w x w 0 DATE: FEB 2007 SCALE: AS SHOWN DRAWN:TJR/MAM FILE: GLENWL [SHEET: G1 2 OF 24 SHEETS s\2007 GLEN RD 8 GARD 2 2 / 'ANTI Ib R LANI- k Z TAYLOI \' WAY Thk - k CARONF / STI I- I- T PAV ROAD PLA\ 100' 1 99 CARD\FR VO,J PAV \G PLA 1" 100' TA sg 3 ID 0 COAD (Sc GMDNER H 0 w 0 0 w Q > -� LJ a- 0 < 0 -z I 0 w� 7 w n/ 0 w 0 0 N DATE: FEB 2007 SCALE: NO SCALE DRAWN:TJR/MAM FILE: GLENWL SHEET: G2 3 OF 24 SHEETS a N N a J w 03 -o w U z 2 5 ad ABBREVIATIONS AB AC APPX AVE CF CL CPLG CSLT DI DIA DIP E EA ELEC ELEV ELL EOP FG FH FL FLG FM G GA GALV GB GPM GS H HEX HORZ HWY ID IE INV JT L LF LN LOC LT MAX MECH MFR MH MJ MIN MISC MTL N N/A NIC NO NTS OC OD PCC PE PL PP PSF PSI PVC QTY R REF REQ'D REVEL RJ RT ROW SCH SD SDMH SF SHT SPEC SPPCO SQ SS SSL SSMH ST STA STD STL STPUD STR TEL TAN TBC TBD TEMP TG TR TRPA TW TYP UG USES UTIL V VAR W W WM WS WV YD AGGREGATE BASE ASPHALT CONCRETE APPROXIMATELY AVENUE AND CUBIC FEET CENTERLINE COUPUNG CITY OF SOUTH LAKE TAHOE DRAINAGE INLET DIAMETER DUCTILE IRON PIPE EXISTING EACH ELECTRIC ELEVATION ELBOW EDGE OF PAVEMENT FINISHED GRADE ARE HYDRANT FLOW LINE FLANGE FORCE MAIN GAS GAUGE GALVANIZED GRADE BREAK GALLONS PER MINUTE GROUND SHOT HEIGHT HEXAGONAL HORIZONTAL HIGHWAY INSIDE DIAMETER INVERT ELEVATION INVERT JOINT LENGTH LINEAR FEET LANE LOCATION LEFT MAXIMUM MECHANICAL MANUFACTURER MANHOLE MECHANICAL JOINT MINIMUM MISCELLANEOUSMETAL NORTH NOT APPLICABLE NOT IN CONTRACT NUMBER NOT TO SCALE ON CENTER OUTSIDE DIAMETER PORTLAND CEMENT CONCRETE POLYETHYLENE PROPERTY LINE POWER POLE POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POLYVINYL CHLORIDE QUANTITY RADIUS REFERENCE REQUIRED REVEGETATION RESTRAINED JOINT RIGHT RIGHT—OF—WAY SCHEDULE STORM DRAIN STORM DRAIN MANHOLE SQUARE FOOT SHEET SPECIFICATIONS SIERRA PACIFIC POWER COMPANY SQUARE SANITARY SEWER, STAINLESS STEEL SANITARY SEWER LATERAL SANITARY SEWER MANHOLE STREET STATION STANDARD STEEL SOUTH TAHOE PUBUC UTILITY DISTRICT STRUCTURE 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" 01 CLEAR DISTANCE AT UTILITY CROSSINGS. AGENCIt/UTILITY CONTACTS CITY OF SOUTH LAI E TAHOE PUBLIC WORKS DEPARTMENT (530)542-6(130 SOUTH TAHOE PUB IC UTILITY DISTRICT (530)544-6, 74 EL DORADO COUNT" ENVIRONMENTAL MANAGEMENT (530)573-3 50 TAHOE REGIONAL P ANNING AGENCY (775)588-41 47 SOUTHWEST GAS (P ATURAL GAS) (800)691-5( 190 S.W.G. Approval CHARTER COMMUN( ATIONS INC. (CABLE TV) (775)588-1 )77 SIERRA PACIFIC PC NER (ELECTRIC) (530)541-1 ;28 (775)689-4100 COLLECT ATT/SBC (TELEPHC 'IE) 611 CALL BEFORE YOU lUl DOCS 1-800-227-2600 Dote DISTRIBUTION OF UNIT PRICE BID ITEMS ITEM UNIT P1 LEGEND EXISTING: EDGE OF PAVEMENT: SEWER FORCEMAIN: SEWER: WATER: GAS: ELECTRIC: TELEPHONE: CABLE TV STORM DRAIN: PROPERTY LINE: RIGHT—OF—WAY: WATER & GAS VALVE: FIRE HYDRANT: MANHOLE: UTILITY VAULT: DROP INLET: SIGN: LIGHT: 14" PINE TREE: PROPOSED WATER MAIN LINE: SVC & FH LINES: 90' ELBOW: 45' ELBOW: TEE: CROSS: REDUCER: WATER VALVE: FIRE HYDRANT: THRUST BLOCK: BLOWOFF: PLAN SHEET P2 P3 P4 P5 P6 P7 P8 P9 EOP 16" STEEL SS W GAS ELEC TEL CAN SD EOP FM SS W GAS ELEC TEL CATV SD R/W R/W 0 O 1 F 0 0,. —0 P10 P11 P12 P13 P14 P15 8" WATER MAIN LF 485 425 400 409 660 422 594 440 470 353 367 531 275 275 6" WATER MAIN LF 5 315 145 _ SERVICES: 3/4" Ea 5 8 4 8 8 7 2 4 5 4 6 8 4 2 3 1" Ea 2 1 1 2 5 2 7 1 1/2" Ea 1 2" Ea 1 2" WATER METER Ea 1 DOUBLE 3/4" Ea 1 1 1 2 1 4 1 DOUBLE 1" Ea 1 1 1 INTERTIES Ea 1 3 1 1 1 1 1 1 2 2 1 1 FIRE HYDRANTS Ea 2 1 1 1 1 1 1 1 1 1 1 1 CUT & CAP Ea 2 2 2 3 1 2 1 3 2 1 WATER LINE PROTECTION AT SEWER OR STORM DRAIN CROSSINGS Ea 2 3 3 5 1 4 1 4 CONCRETE ROLLED CURB AND GUTTER LE 50 100 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 1-800-227-2600. EXCAVATION IS DEFINED AS BEING 18 OR MORE INCHES OF DEPTH BELOW THE EXISTING SURFACE. 3) THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS ALONG THE PIPELINE ALIGNMENT IN ADVANCE OF INSTALLATION. THE CONTRACTOR SHALL REPORT THE RESULTS OF THE POTHOLING TO THE ENGINEER 48 HOURS (NOT TO INCLUDE WEEKENDS OR HOLIDAYS) PRIOR TO UNDERTAKING ANY CORRECTIVE ACTION BY THE CONTRACTOR REGARDING FACILITY LOCATION OR ALIGNMENT, THE CONTRACTOR SHALL NOTIFY THE ENGINEER. SHOULD ANY CORRECTIVE WORK BE DONE PRIOR TO NOTIFICATION, THE ENGINEER ASSUMES NO LIABILITY FOR THE COSTS INCURRED FOR THIS WORK. 4) CONTRACTOR TO BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND ANY OTHER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 5) THE CONTRACTOR SHALL APPLY EITHER WATER OR DUST PALLIATIVE OR BOTH, AS REQUIRED AT THE OPTION OF THE OWNER OR HIS REPRESENTATIVE, FOR THE ALLEVIATION OR PREVENTION OF DUST NUISANCE. 6) THE CONTRACTOR SHALL COMPLY WITH THE TAHOE REGIONAL PLANNING AGENCY STANDARD CONDITIONS OF APPROVAL. 7) THE CONTRACTOR SHALL COMPLY WITH THE STATE WATER QUALITY CONTROL BOARD WASTE DISCHARGE REQUIREMENTS FOR THIS PROJECT. 8) ALL AREAS, DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE RESTORED BY THE CONTRACTOR TO ITS ORIGINAL CONDITION, ALL LANDSCAPED AREAS DISTURBED SHALL BE RESTORED BY A LICENSED LANDSCAPE CONTRACTOR (STATE OF CALIFORNIA C-27 LICENSE) AT THE CONTRACTORS EXPENSE. CONTRACTORS EQUIPMENT AND EMPLOYEE VEHICLES SHALL BE RESTRICTED TO ONLY THOSE AREAS NECESSARY FOR CONSTRUCTION OF THE PROJECT. NO EQUIPMENT OR VEHICLES SHALL BE PLACED OUTSIDE THE STATE, CITY, OR COUNTY RIGHT OF WAY. ANY DISTURBANCE OF PRIVATE PROPERTY SHALL BE RESTORED BY THE CONTRACTOR AT THEIR EXPENSE. 9) ALL EXCESS MATERIAL FROM THE PROJECT IS TO BE REMOVED FROM THE SITE AND DISPOSED OF AT A SITE APPROVED BY THE TAHOE REGIONAL PLANNING AGENCY AND THE DISTRICT AT THE CONTRACTORS EXPENSE. 10) ALL INTERTIES BETWEEN NEW WATER MAINS AND THE EXISTING WATER SYSTEM, INCLUDING NEW WATER SERVICE CONNECTIONS, AND FIRE HYDRANT INSTALLATIONS AND TRANSFERS, SHALL ONLY BE MADE AFTER ALL PRESSURE TESTING AND DISINFECTION REQUIREMENTS ARE SATISFACTORILY MET. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL BLOW OFF'S NECESSARY FOR FLUSHING AND SAMPLING OF ALL NEW WATER MAINS AS REQUIRED BY THE CALIFORNIA STATE DEPARTMENT OF HEALTH SERVICE AND PROJECT SPECIFICATIONS. 11) AFTER THE NEW MAIN IS PLACED INTO SERVICE, THE EXISTING WATER MAINS, WHERE SHOWN ON THE PROJECT DRAWINGS, ARE TO BE ABANDONED IN PLACE BY CUTTING OUT A SECTION OF PIPE AND WELDING A CAP ON THE END OF THE PIPELINE, OR OTHER APPROVED METHOD OF CAPPING. BLIND -FLANGE CAPPING SHALL BE UTILIZED WHERE POSSIBLE. ALL EXPOSED CORPORATION STOPS ON THE EXISTING WATER MAINS ARE TO BE LEFT IN PLACE IN THE CLOSED POSITION. FOR CORPORATION STOPS THAT HAVE NOT BEEN EXPOSED, THE CAPPING OF THE END OF THE SERVICE LINE USING AN APPROVED COMPRESSION FITTING SHALL BE ACCEPTABLE. EXISTING FIRE HYDRANTS TO BE ABANDONED AT THE ISOLATION VALVE, REMOVED FROM THE PROJECT AREA AND RETURNED TO THE DISTRICT, BY THE CONTRACTOR. THE ISOLATION VALVE IS TO BE BLIND FLANGED OR CAPPED BY OTHER APPROVED METHOD. 12) ALL EXISTING WATER SERVICES FOR THIS PROJECT SHALL BE ABANDONED PER NOTE NO. 11. ONLY NEW WATER SERVICE CONNECTIONS WHERE SHOWN ON THE PROJECT PLANS SHALL BE INSTALLED PER THE DISTRICTS STANDARD DETAILS AND PROJECT DRAWINGS. THE LOCATIONS OF ALL EXISTING WATER SERVICES SHALL BE VERIFIED AND MARKED IN THE FIELD. 13) THE CONTRACTOR SHALL PROVIDE, UN ALL NON-CONDUCTIVE PIPING, CONTINUOUS 10—GAUGE PTV/ INSULATED SOLID COPPER TRACER WIRE ALONG THE PIPELINE AND PROVIDE ACCESS TO TRACER WIRE AT ALL VALVE BOX INSTALLATIONS. THIS SHAL 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 TRAFFIC AT ALL TIMES DURING CONSTRUCTION ACTIVITY. AFTER WORKING HOURS ALL TRAFFIC BARRIERS SHALL BE REMOVED AND TRAFFIC RETURNED TO NORMAL. 20) CONTRACTOR SHALL REMOVE ALL MATERIAL GENERATED BY ANY ASPHALT SAWCUTTING OPERATION IMMEDIATELY AFTER SAWCUTTING BY USING ADEQUATELY SIZED VACUUMING EQUIPMENT TO ACCOMMODATE THE REMOVAL PROCESS. 7 Q 7 ID 0 If w 7 nN It 0 n 70 If E\T P OJ ECT 0 J CL LJ LJ 11 7 w 0 DATE: FEB 2007 SCALE: NO SCALE DRAWN:TJR/MAM FILE: GLENWL SHEET: G3 4 OF 24 SHEETS a m 0 6 0, w a a 0 J 2 re Cal 2 0` 0 o. ti .0 NOTES: 1) ALL A.C. TRENCH PAVEMENT REPLACEMENT PLACED OUTSIDE THE CALTRANS R.O.W. EXCEEDING 2 3" SHALL BE PLACED IN TWO EQUAL LIFTS. SAWCUT. NCH H D 2) CONTRATRENCHCTOR PAY PAVEMENTTEM FOR REPLACEMENT TRENCH EX EXDTH PLUS 12"CEEDING NG MAXIMUM TAGS DESCRIBED EHE E VIN TAN[ `r IN THE SPECIFICATIONS SHALL BE COMPLETED AT NO ADDITIONAL EXPENSE TO THE DISTRIC T. 3) CONTRACTOR SHALL REPLACE ALL TRAFFIC STRIPING DISTURBED BY CONSTRUCTION. "THICKNESS OF REF LACEMENT AC PAVEMENT" CITY OF SO. LAKE AHOE R.O.W. = 2 3" EL DORADO CO. R.( .W. = 3" SAW CUT TYP. CALTRANS R.0.W. = 4" OUTSIDE R.O.W. MIt = 2 }" EXISTING A.C. PAVEMENT THICKNESS MAY VARY CLASS 2 AGGREGATE BASE COMPACTED TO 95% RELATIVE COMPACTION. CITY OF S0. LAKE TAHOE R.O.W. = 6" EL DORADO CO. R.0.W. = 8" OUTSIDE R.O.W. MIN = 4" PROJECT EXCAVATED MATERIAL AS SPECIFIED (COMPACTED BACKFILL AT 95% RELATIVE COMPACTION) WITHIN CITY OF S0. 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 JETTED. SPECIFIED BEDDING COMPACTED TO 95% RELATIVE COMPACTION. Lt. hg••nnn., vg 6" MAX. e 4 .d 4 A LJ»MAX; 4 6"MIN. 4 6" MAX. 4' MINIMUM TO TOP OF PIPE 6" 12"MAX,1 6"MIN. PIPE 0.D. i 1 Ef) TRENCH DETAILS - WITHIN PAVED A NO SCALE AREA REQUIRED - SQUARE FEET SEAS NOTES: 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 KOPPE RS 505, TNEMEC 46-450', AMERON OR EQUAL, 15 MILS EACH COAT. BEARING AREA SECTION D1TYPICAL THRUST BLOCK DETAI _ 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) I1 2"MAX. 6"MIN. 12"MAX. 6"MIN. PIPE 0.0. 12" 6" z ;4- CLASS v TO TOP OF PIPE E2)TYPICAL TRENCH SECTION- OU -SIDE PAVED AREAS NO SCALE SAND SLURRY BACKFILL, SEE NOTE 10 EXISTING GRADE 6" LOOP IN TRACER WIRE VALVE BOX, TYP. SEE NOTES [ 3 & 4 PVC RISER, SEE NOTE 3 10 GA. PTW INSULATED SOLID COPPER TRACER WIRE, SEE NOTE 5 10" INSTALL SELF CENTERING ALIGNMENT RING WITH SLIDING ADJUSTER, NP. SEE NOTE 9 SUPPORT BLOCK DIMENSION USE 1-4" X 8" X 16" PRECAST STRUCTURAL SUPPORT BLOCK GATE VALVE CAST IN PLACE CONCRETE A (FT) B (FT) Tat taDr 90" BEND 45' BEND 22.5' BEND 11.25' BEND TEE TEE W/ PLUG CROSS W/ PLUI CROSS W/ PLUGS TYPICAL INSTALLATION 3.0 3.0 , .,,.,_\spri:<1, r, i„,,,, N\Str._______,, \.% 0 --L-_-----, pe )8A.,‘,s3,.. , '11e4v. jco 4 At .j 18 s. ii! , , 'i is .< SIZE OF PIPE 6" PVC 14' DIP 16' 6' 7' 3' 4'2'1' • 1' 14' 16' 41' 61' � 42' 63' 42' 63' )4'%Zi!d4 PVC 18' DIP 21' lila 4' 5' 2' 2' 1' 1' 18' 21' tJAI 55' 82' 55' 82' 55' 82' - Itt 6' 10' 5' 5' 3' 3' 4' 6' 22' 25' 43' 63' 66' 99' 66' 99' 66' 99' 12" PVC 26' DIP 29' 11' 12' 6' 6' 3' 3'23'29' 15 26' 43' 64' 6" 4 4 2 2 4 4 4 4 29' 33' 43' 64' 90' 133' 90' 133' 90' 133' 16" PVC 36' ' 7' 8' 4' 4' 36' 55' 8" 10 6 3 3 10 10 10 10 4' 4' 46' 71' 36' 40' 62' 92' 112' 167' 112' 167' 112' 167' 24" PVC 45' DIP 51' 19' 21' 9' 10' 5' 5 76' 116' 45' 51' 61' 91' 144' 214' 144' 214' 144' 214' 10" 12 8 4 4 15 15 15 15 w 12" 16 10 6 6 20 20 20 20 a O 14" 21 12 6 6 22 21 22 21 w WI 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: 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 KOPPE RS 505, TNEMEC 46-450', AMERON OR EQUAL, 15 MILS EACH COAT. BEARING AREA SECTION D1TYPICAL THRUST BLOCK DETAI _ 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) I1 2"MAX. 6"MIN. 12"MAX. 6"MIN. PIPE 0.0. 12" 6" z ;4- CLASS v TO TOP OF PIPE E2)TYPICAL TRENCH SECTION- OU -SIDE PAVED AREAS NO SCALE SAND SLURRY BACKFILL, SEE NOTE 10 EXISTING GRADE 6" LOOP IN TRACER WIRE VALVE BOX, TYP. SEE NOTES [ 3 & 4 PVC RISER, SEE NOTE 3 10 GA. PTW INSULATED SOLID COPPER TRACER WIRE, SEE NOTE 5 10" INSTALL SELF CENTERING ALIGNMENT RING WITH SLIDING ADJUSTER, NP. SEE NOTE 9 SUPPORT BLOCK DIMENSION USE 1-4" X 8" X 16" PRECAST STRUCTURAL SUPPORT BLOCK GATE VALVE CAST IN PLACE CONCRETE A (FT) B (FT) 12" 2.0 2.0 16" 2.5 2.5 18" 3.0 3.0 18" 3.0 3.0 NOTES: 1) GATE VALVES 14" DIAMETER AND SMALLER SHALL BE MUELLEIR OR APPROVED MAL 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. CONITINUITY 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 11E 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 DROVIDE VALVE OPERATOR EXTENSIONS WITH TRASH RINGS TO A MINIMUM DEPTH OF 36". i5- WATER VALVE DETAIL NO SCALE D1 FITTING AND PIPE RESTRAINT LENGTH REQUIREMENTS PE TM°F nmxc 90' BEND 45' BEND 22.5' BEND 11.25' BEND TEE BRANCH* LE IN/ PLUG REDUCER** VALVE INLINE VALVE AT END D/E�A'D ENDl� TYPICAL INSTALLATION , .,,.,_\spri:<1, r, i„,,,, N\Str._______,, \.% 0 --L-_-----, pe )8A.,‘,s3,.. , '11e4v. jco 4 At .j 18 s. ii! , , 'i is .< SIZE OF PIPE 6" PVC 14' DIP 16' 6' 7' 3' 4'2'1' 2 1' 14' 16' 41' 61' 42' 63' 42' 63' 42' 63' 8" PVC 18' DIP 21' 8' 9' 4' 5' 2' 2' 1' 1' 18' 21' 41' 62' 55' 82' 55' 82' 55' 82' 10" PVC 22' DIP 25' 6' 10' 5' 5' 3' 3' 4' 6' 22' 25' 43' 63' 66' 99' 66' 99' 66' 99' 12" PVC 26' DIP 29' 11' 12' 6' 6' 3' 3'23'29' 15 26' 43' 64' 78' 117' 78' 117' 78' 117' 14" PVC 29' DIP 33' 12' 14' 6' 7' 3' 4' 25' 39' 29' 33' 43' 64' 90' 133' 90' 133' 90' 133' 16" PVC 36' ' 7' 8' 4' 4' 36' 55' 33' 36' 44' 65' 101' 150' 101' 150' 101' 150' 18" PVC 36' DIP 40' 15' 17' 8' 8' 4' 4' 46' 71' 36' 40' 62' 92' 112' 167' 112' 167' 112' 167' 24" PVC 45' DIP 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 INCASEMENT. 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 INSTALLLATION 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: C3RESTRAINT LENGTH SCHEDULE D12 NO SCALE �--- 4" OUTLET FACING STREET UNLESS OORTHERWISEDIRECTED NOTED RESTORE TO PRE-EXISTING Air GRADE 1`/r�//�� INSTALL Ij SELF 8" PVC RISER BACKFILL AND CENTERING PIPE COMPACTION ALIGNMENT REQUIREMENTS RING SEE 10 GA. PTW PER SPECIFICATIONS NOTE 9 1 SOLID COPPER r TRACER WIRE VALVE BOX & COVER SEE NOTE 3 SEE NOTE 5 6" FLGxMJ GATE VALVE, SEE PLANS FOR LOCATION 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 SHIALL BE FORMED TO MAINTAIN A MINIMUM CLEARANCE OF 2" FROM FLANGE BOLTS. 5) THE ENTIRE HYDRANT ASSEMBLY FRIOM 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". t6\ FIRE HYDRANT DETAIL \\91 NO SCALE z_ z 0 LLJ z 0 CL r� V GLEN ROAD U Lt.] O 12(0 z W CD LLJ LLJ Lf. LLJ z I...L 0 0 CN V / J LLJ 0 �QN z LLJ 0 DATE: FEB 2007 SCALE: AS SHOWN DRAWN:TJR/MAM FILE: GLENWL SHEET: D 1 5 OF 24 SHEETS E 2, 3/26/2007 4:45:50 PM a J R MTN DETAILS.D m w 0 0 c m WutoCad Drawl FINISHED GRADE TYPICAL VALVE BOX, SEE NOTES 1 & 12 SEE NOTE 10 REGARDING TRENCH BACKFILL WITHIN 3 -FEET OF INTERTIE VALVE BOXES NOTES: INSTALL SELF CENTERING ALIGNMENT RING WITH SLIDER ADJUSTER (TYP) SEE NOTE 9 BRASS NIPPLE & COMPRESSION TYPE TUBING CONNECTION INS ALL COMPRESSION COI PLING BETWEEN NEW AN[ EXIST. MAINS CU MP TRACER WIRE TO EXISTING MAIN, SEI 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 C-509 AND C-110. 2) THE MAIN LINE VALVE CLUSTER SHALL CONSIST OF A FLANGED TEE AND FLANGED X MECHANICAL JOINT VAL\ FLANGED GATE VALVES WITH COUPLING ADAPTERS. 3) FOR WATER MAINS 2" AND UNDER THE INTERTIE BRANCH SHALL CONSIST OF A FLANGED BELL REDUCER FR( TEE TO 6" X 6" FLANGED GATE VALVE AND 6" COMPANION FLANGE THREADED FOR THE APPROPRIATE SIZE I 4) THE INTERTIE SHALL CONSIST OF 200 PSI CLASS POLYETHYLENE TUBING HAVING THE SAME INSIDE DIAMETER OF IRON PIPE FOR i" TO 1" LINES AND COPPER PIPE SIZE FOR 1 " TO 2" LINES AND COUPLED TO THE 1 AN APPROVED 4 BOLT COMPRESSION COUPLING. 5) THE 10 GA. PTW TRACER WIRE SHALL BE ROUTED FROM THE NEW MAIN, LOOPED THROUGH THE VALVE BOXE EXISTING WATER MAIN USING STAINLESS STEEL CLAMPS. CONTINUITY BETWEEN ALL NEW AND EXISTING PIPELIE 6) FOR WATER MAINS OVER 2" THE INTERTIE BRANCH SHALL CONSIST OF A FLANGED BELL REDUCER FROM THE 6" FLANGED GATE VALVE, 6" X APPROPRIATE SIZE FLANGED BELL REDUCER AND FLANGE X MJ COUPLING Al 7) ALL FLANGES TO BE BURIED, COAT ENTIRE ASSEMBLY WITH PEIROLATUM SATURATED FABRIC TAPE WRAP SYS THE SPECIFICATIONS. 8) CONCRETE FOR SUPPORT BLOCKS SHALL BE FORMED TO MAINTAIN A MINIMUM 2" CLEARANCE FROM FLANGE 9) PROVIDE AND INSTALL SELF -CENTERING ALIGNMENT RING WITH SLIDING ADJUSTER AS MANUFACTURED BY THE CORP. AND SUPPLIED FOR A TRENCH ADAPTER VALVE BOX ASSEMBLY. 10) THE REQUIREMENTS FOR TRENCH BACK FILL AT ALL INTERTIE VALVE CLUSTERS SHALL INCLUDE THE PLACEMEN SLURRY WITHIN 3' OF ALL VALVE BOXES BETWEEN THE AB PIPE ZONE MATERIAL AND BOTTOM OF AC PAVEM SHALL NOT APPLY TO SINGLE VALVE INSTALLATIONS. AND CONFORMING TO AWWA ES, OR FLANGED X M THE NEW WATER MAIN JTERTIE PIPING. AS CORRESPONDING SIZES XISTING WATER MAIN USING S AND CLAMPED TO THE ES SHALL BE MAINTAINED. NEW MAIN SIZE TO 6" X AFTER. EM IN ACCORDANCE WITH BOLTS. AMERICAN FLOW CONTROL T OF 2 SACK SAND :NT. THIS REQUIREMENT 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 1 INTERTIE TO EXISTING MAINS UNDER 6" D2y NO SCALE ZONE 1 ZONE " NOTES: 1) PARALLEL CONSTRUCTION WILL BE ALLOWED ONLY WHEN 10' SEPARATION BETWEEN SEWER AND WATER MAINS CANNOT BE MAINTAINED. 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. "4'\ TRENCH SECTION FOR PARALLEL CONSTRUCTION \ D 2 NO SCALE DISTANCES SHALL BE UNIFORM FROM BACK OF PROPERTY LINE TO EDGE OF WATER BOXES 2' MAX. --I EE NOTE 7 RESTRAINT TYPE COMPRESSION COUPUNG AS REQUIRED FOR POLYETHYLENE X TYPE SERVICE MAIL -\ 3/4" POLYETHYLENE TUBING �`^�: MUELLER #300/820283 1` .//./ C^I ISI / 4' SDP 35 RISER NOTCHED TO FlTURB STOP OR EQUAL \Pr 48'MIN. }; .% 10 GA. PTW SOLID COPPER TRACER WIRE CORP.STOP SEE NOTE 3 OVER CURB STOP AND SERVICE UNE T POLYETHYLENE TUBING 'U' BRANCH SEE NOTE 4 1-1 NOTES: 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 UTNE WITH RESTRAINED COMPRESSION COUPLING, POLYETHYLENE X AS REQUIRED FOR TYPE OF SERVICE CURB STOP SEE NOTE 2 SADDLE OFF MAIN 1' POLYETHYLENE TUBING MUELLER #300/B25029 CORP. STOP OR EQUAL DOUBLE SERVICE 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 #300/620283 OR APPROVED EQUAL. 3) CORPORATION STOP SHALL BE SIZED AS INDICATED ON PLANS AND BE MUELLER #300/1325029 OR APPROVED EQUAL FOR i"- 1". MUELLER #300/25028 OR APPROVED EQUAL FOR 1}"-2". 4) SINGLE HOUSE SERVICE SHALL BE i" POLYETHYLENE WITH i" RTTINGS. DOUBLE HOUSE SERVICE SHALL BE 1" POLYETHYLENE TO FORD #U68-43 SPACING "U" BRANCH OR EQUAL WITH TWO r 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 1r-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 8-9 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 UNE 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. FINISHED GRADE 10 GA. PTW SOLID COPPER TRACER WIRE NOTES: WATER SERVICE DETAIL \D2y 8" MAX - 4" SDR 35 PVC RISER SUPPLY FROM DISTRICT SOURCE NO SCALE • OUTLET TO 7 PROPERTY OR EQUIPMENT 1) METER SHALL BE SENSUS SRII REGISTERING IN 100 CF AND MUST BE PROPERLY MOUNTED ON FORD RESETTER MODEL VB43—W FOR %" 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 13-16 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 1i" 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. D2 WATER METER DETAIL 3/4" TO 1" NO SCALE SANITARY SEWER OR STORM SEWER LINE WATER MAIN IS ABOVE zNO JOINTS IN THIS AREA OR 4—INCH MIN SAND CEMENT SLURRY ENCASEMENT OR PIPE SLEEVE, SEE NOTE N ESS THAN 18", PLAN VIEW SANITARY SEWER OR STORM SEWER LINE NOTES: 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. / 3 WATERMAIN PROTECTION AT SEWER CROSSING D2 FINISHED GRADE 18"" MAX NO SCALE ntarK(a!iii!" V'i!i!i!i!i!i!i'ti!i! ' BRONZE BOLTS, TYP BOTH SIDES, SEE NOTE 9 10 GA. PTW SOLID COPPER TRACER WIRE NOTES: 4" SDR 35 PVC RISER SUPPLY FROM DISTRICT SOURCE —\ /—°UTLET 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 CANI 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 RESETTER 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 NONTRAFFIC AREAS SHALL BE "CHRISTY" MODEL 8-36 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 1i" 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. WATER METER DETAIL 1%2" TO 2" D2 NO SCALE 111 7 Q 'I— z O 5 n nv Q 0 W fl LTJ Q 12( N0 ' r W 7 cC 0 0 CN (f) J W 0 �Q IE LLJ W 0 03FESSitNe 340%7 DATE: FEB 2007 SCALE: AS SHOWN DRAWN:TJR/MAM FILE: GLENWL SHEET: D2 6 OF 24 SHEETS M:\Projects\Water\GIenWL & GMWL 2007\GNWL & GMWLWutoCao Drawings\2007 GLEN RD & GARDNER MTN DETAILS.DWG, DETAIL PAGE 3, 3/26/2007 4:57 53 PM NOTES: 1) WHERE NEW WATERLINE CROSSES EXISTING SEWER LATERALS AND THE SEWER ATERAL 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 NO ED OR APPROVED BY THE ENGINEER. 3) ALL COUPLING, ADAPTERS AND MATERIALS USED TO CONNECT PVC SDR 26 PIF ING 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 JET ED CLASS 2 AGGREGATE BASE MATERIAL AS REQUIRED BY THE ENGINEER. \L \1 I \ \ * * \V w \J/ .V v .L \L \L \i/ I I L �1 51 \ \MIN. \ \ \ \ \ \ \ \ \ A.- 4 • .-d•"d' 4 .6 • 21-.. d'_r 4A. d '. d d:. 11Pd d.•A d.d ''1 A.ad d:d. LF EXIST. SEWER LATERAL ..e/ / 11 11111 A TRENCH WIDTH 4 A' d. 51 SEE NOTE NO. 3 EXIST. SEWER LATERAL a SEWER LATERAL REPLACEMENT - CROSSING PIPE T PE\CH \D3y BURY TOE OF FILTER FABRIC IN 6"x6" TRENCH ON UPHILL SIDE 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 K4\ EROSION CONTROL FENCE QD3i NO SCALE STACK GRAVEL BAGS TIGHTLY AROUND DROP INLET ABUTTING CURB. USE DROP INLET FILTERS AS NECESSARY DRAINAGE INLET SEDIMENT PROTECTION KD3y NO SCALE 4' anika i 48" METAL T POSTS ik 0 101�ri11Wa�Sinn.��I 1�I�MIHINEMIN �, I sS'ai1C�iiiii��� Iap�reiiOr IIi001 11ItLII I!1.1 JJLI:� cVEGETATION 3y BEYOND DRIPLINE 48" HIGH ORANGE PLASTIC OR WIRE MESH FENCE PROTECTION NO SCALE 12" FIBER OR COIR ROLL WOOD STAKES BOUND AT TOP FINISHED GRADE NOTE: ALIGN FIBER ROLL ALONG CONTOURS COIR LOG PLACEMENT KD3y NO SCALE DETAIL NOT USED NO SCALE z Q z ID 0 LU z 0 Q 0 Q 0 E z W 0 00 CN GMDNER 0 LLJ O 0 REPLACEMENT LiJ 2: Nj LiJ Q Q LiJ 0 Q z LIJV DATE: FEB 2007 SCALE: AS SHOWN DRAWN:TJR/MAM FILE: GLENWL SHEET: D3 7 OF 24 SHEETS M:\Projects\Water GIenWL & GMWL 2007\GNWL & GMWLW.utoCad Drawings 2007 GLEN RD & GARDNER MTN P&P.dwg, PLAN PAGE 1, 3/29/2007 2:13:46 PM 177 a_ O w STA 1+19 APPROXIMATE FUTU 30" RCP CROSSING LOCATION TO BE FIELD STAKED :Y CITY OF SOUTH LAKE TAHOI LiQWER NEW 8" WATER MAIN THIS LOCATION. Se PROJECT PROFILE. IN 4 - WA AT SEE TALL: 45' MJ ELBOW RLINE PROTECTION TORM DRAIN CROSSING, �if GAS SS 5FD 1013 DUPLEX 1015 BEGIN STA 1+00 NORTH STA 2+25, INSTALL: 8" FLG TEE 3-8" FLG X MJ GATE VALVES DRIVE WAY GS SEE SHEET P6 STA 2+00 SS 3 D1 DRIVE WAY D1 DRIVE WAY GS S , 1"WS 1+10 NORTH MATCH LINE STA 3+00 0 SSMH CAP AND ABINDON E .TING 8" AND " WAER MAINS PE GENERAL NOTE 11, SE SECTION 1-8, ORK SEQ ENCE AND CON`TRAINTS OF \E SPECIAL CONDITIONS. STA 1+00, BEGIN PRIJECT: XCA ATE, SHORE ANI SHIELD EXISTING 19" WATIR AIN. PROVIDE ACCES` AND TRAFFIC CONTROL FL R IISTR ;• CREWS TO HIT TAP 19" WATER MAIN; NTRACTOR TO PRESSI RE TEST SADDLE AND GI TE VALVE. IN WRI G PROVIDE 2 EK ADVANCED NOTIFICA1 JON TO THE DISTRICT FOR HO TAP. INS LL: 19" 8" APPING SADDLE 8" F G X J GATE VALVE STA 2+16 WATERLINE FUTURE 18' SS "WS DUPLEX 5FD 1021 102 STA 3+28 L INSTALL NEW 14" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE 1" SERVICE. REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE /2 DRIVE WAY SS GS -/ A ea 1 D2 PP / INSTALL 485 LF OF 8" DIP OR PVC, SEE AND PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY STA 4+12 L INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE (2l 5FD D2 SFO 102/ 1033 STA 4+42 L INSTALL NEW 4' WATER SERVICE CONNECTION REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE DRIVE GS GS S WAY SS 4"WS 1 FENCE 2" WS TELEPHONE 4" CONCRETE ENCASED CONDUIT PROTECTION AT STORM DRAIN, SEE -REMOVE VALVE BOX AND PAVE OVER AT COMPLETION OF CONSTRUCTION, TYPICAL OF 3 THIS SHEET ABANDON AND REMOVE EXISTING THE LODGE 38/0 FIRE HYDRANT PER GENERAL NOTE 11 STA 1+64, NEW FIRE HYDRANT INSTALL: 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 DRIVE SS WAY STA 3+20 R INSTALL NEW 2" METERED WATER SERVICE CONNECTION, REMOVE EXISTING METER AND BOX AND ABANDON EXISTING SERVICE, SEE 2 6 ST GS D D2 SS )0 AS DRIVE SS WAY R/W EOP SS NEW 8" PIPELNE SS FENCE 5FD 1022 STA 4+32 R INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE CC A FRIEFOALE 1[)Ccs 1 -800-227-2600 2 D2 DIRT DRIVE WAY "WS 2 D2 DRIVE WAY GS SS 5-" D1 3 Di "WS GS STA 5+24 L INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 5FD SFD 1035 1039 STA 5+45 L INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE (2� DIRT DRIVE WAY 4 WS SS GAS STA 5+00 R/W SS EOP PP SS GS 1"WS MULTI 1026 STA 4+87 R INSTALL NEW 1" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2L) R/W SS GAS D2 SS STA 6+nn SFO 1043 DRIVE DOL RWAY (ROCK WALL 4f SS - EO GS S DRIVE WAY 1" WS 5FD 1032 SS CTC 103/ 3N11 HOEVIN 5L+5 VIS Zd 1331 -IS 33S SS DIRT GS DRIVE WAY 5FD 1036 STA 5+28 R INSTALL NEW 1" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE l 2 APPROXIMATELY STA 4+00 TO STA 7+80 CLASS 200 PVC OR CLASS 350 DIF(4) OR WATERLINE PROTECTION, SEE \\D2 D2./ "WS PP SSMH GS DIRT DRIVE WAY 5FD 10/0 t5,1 4"WS 6285' 6280' 6275' 6270' 6265' 6260' STA 1+00 STA 2+00 STA 3+00 STA 4+00 STA 5+00 STA 6+00 EXISTING GROUND ELEVATION A -Is 0 -Is W SAD) OrU2 D D : D 0�+o m o mac+ OmW r (n O:LIW 0 W - 0111 1 - *oz Dzz Z*� 0 m001 > K r D C > A r r z N O r C o 0 Fl rn N rn 0 CID C M + taco 0 r. A 0 A A4 -U) co (n AAV) 0U2D _D 0U2D 1 ▪ - K- N -, mK_s 0 C+ m+ 0 c+ C m N r W0 S m N A �W m •"*W D x D ✓ K r- 1> D z O -C( 2- C C gym+ m - 00 m o • m rn J 0 01 0 N (f) CO (n D D 0) m -IN r N m + 0 + ) -N -IN 0 m(n • m > z M -I A D C K 1-- > D z D N D M N N + + M W w A W m O m A A D D Z r -1 Z 0 D D r W mr+ N A 0 co 0 m A 07 < 30IAb3S 831VM L 11VISNI ZL+17 L a (I)+'K? (J) Alta U) 0 D * D D m -Is-. D 4P + D + m+ m N A 04 A W A W N W M Z m i < -4 < A 0 D m r m 1 STA 4+42 INSTALL i" WATER SERVICE 4sicAr. (j)-1 - U) V) D D DA D -P D -P W + -I+ -I+ co J A W A co m m ° V < m m 5 < 0 0 m m 4 au (n ? 0) -PAN (1)- NJ 0)N+ U) D D D V D (nD (nD cn D 0 > 0 > D Cnm(n O m m co A 0 A r o • D m m D r 30IALGS ?J31VM U) V) 01 m 0 NA NA NA ▪ mA co (.Ti A cO (n (n _ (n zm m z m z WA A U) A 0 -i D- DSD m r0 0 r0 r cm m nm r r 6285' 6280' 6275' 6270' 6265' 6260' z_ z 0 CD CD 0 0 z LLJ 0 0 CN U Ld LJ - 0 z LTJ LTJ U n -j 0 _ II LTJ z_ 1Y LJ 0 0 (f) LTJ LL 0 cY 0 z n -j DATE: FEB 2007 SCALE: 1"= 20' DRAWN:TJR/MAM FILE: GLENWL SHEET: P 1 B OF 24 SHEETS M:\Projects\Water\GIenWL & GMWL 2007\GNWL & GMWLAutoCad Drawings\2007 GLEN RD & GARDNER MTN P&P dwg, PLAN PAGE 2, 3/29/20071:5220 PM RIVE NAY GS SS "WS INSTALL 425 LF OF 8" DIP OR PVC, SEE D1 / \ D1 PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY SFD 103 IRT RIRT RIVE NAY GS WS SS 11117 11111 SS STA 6+31 L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SFD 1039 SS GAS 2 D2 DRIVE S WAY G SS TA 6+00 J SSMH AND 5\ SFD 10/3 DRIVE �Wja, WAY GRVW W APPROXIMATELY STA 4+00 TO STA 7+80 CLASS 200 PVC OR CLASS 350 DIPS OR WATERLINE PROTECTION, SEE -STA 6+81 L INSTALL NEW 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE i" SERVICE. REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE / DOUBLE 0 ;K WALL t"WS GS EO, 35 DRIVE WAY 1 "WS SFD 1032 SS DIRT DRIVE - m m WAY J cn q'TC SFD = 03/ 1036 r STA 6+15 R INSTALL NEW i" Z WATER SERVICE CONNECTION, 21 REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 GS D2 PP sFD 1047 ;S DRIVE \ WAY GAS D2 2 SS STA 7+41 L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE GS WS DRIVE • WAY S GAS SS W D2 M UL TIFAMI'L Y 1057 DRIVE WAY ss EOP SSM STA 8+48 L INSTALL NEW 14" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE 1" SERVICE. REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 721 DRIVE WO D2 a 0 STA 9+19 L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE DI DRIVEW5 \� WO SS 37 0 PP GS Aos GS DIRT DRIVE WAY SFD 104 STA6+30 R NEW FIRE I- YDRANT INS8" APP PVC FIRE VERT LL: X 6" 6' FLG BRANCH TE. F G X MJ GATE VALVE OXIMATELY 1 LF OF 6" R DIP RESTRAINT DINT PIPE HYDRANT ASSEMBLY I LOCATION IN FIEL) W/ENGINEER (6, \D 1/ DIRT DRIVE WAY R SFD 10/4 GS` i" WS DRIVE GS ' WS WAY STA 6+74 R INSTALL NEW 4" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SFD SS GSDRIVE WAY SS "WS STA 7+47 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE (2� SFD 1048 1052 STA 7+19 R INSTALL NEW j" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE (2 D2 D2 SS DRIVE W pY MULTI 1056 GS1" STA 8+67, 8" 223 MJ STA 8+21 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 ere INSTALL \ ELBOW\ 3 D2 5FD STA 8+73 R INSTALL NEW 1" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 0 SS 6 2 CLQ BEFO YOU 1-800-227-2600 i'S "vSys, 6300' 6295' 6290' 6285' 6280' 6275' STA 5+00 STA 6+00 STA 7+00 STA 8+00 r 0 UJ N EXISTING GROUND ELEVATION STA 9+00 STA 10+00 -P_cna Cil cn> v,m_cn D 0 D- D D D m cnD0 o _' o)D rnm rn `C+ + ii + m + * + - FriXJ Am N - :7 �l WAui < 11 m1 m 2 3. :J 7) D m m = < -Iz X 6 0 D > I 1 m r F- STA 6+31 INSTALL i" WATER SERVICE O D 0) U m n m P-jca V) 44.1U) -a Ul > > 33IA2J3S 2l31VM > O� D +m J � zm W Dm -P U) Ajc., in 4141 U) >jw CO 44„ in *IA U) -1 .+ W Arc„ W A W D D� ➢� D� D D D� DN D M J J- J> J� J > J > J - D -I Jm J + +m +m +m + + m +m + 4- X X1 O m JZ)co: TJ O - m W X JX Wm a) �) U) U) UZ7) f 23 U) ----I 1 < m z m m 2< r'7 z m i'i < -_i < < -4 m < -i < xi m 0 D 0 5 D 43 D n xi > m rm m n m rm D r U 0) U) m 23 U m r J J A cn >„ 1 D D co - co + m + N - N cn 2 cn D < o r m 33IA213S 2l31VM z cn a cn W D D 3> V. m▪ w m r + `< + mm .a mm O co 27 O �o rn OJ < m m UD m r T -I CO w arc„ w f w J D D _ D D aCA WDo>C 0 moo W ▪ JJ mZ1 coO <-1< 0 r 0 M r m D r W U) m c0 MCA 0) N 6300' 6295' 6290' 6285' 6280' 6275' z_ z 0 GA�CNE� 2007 GLEN WJE U LJ ON 0 EPLACEME\T O 0 O 0 u J L S J (f) LjJ LL 0 0 z Q 0_ DATE: FEB 2007 SCALE: 1"= 20' DRAWN:TJR/MAM FILE: GLENWL SHEET: P 2 9 OF 24 SHEETS M:\Projects\Water\GIenWL & GMWL 2007\GNWL & GMWLWutoCad Drawings\2007 GLEN RD & GARDNER MTN P&P.dwg, PLAN PAGE 4, 3/26/2007 3:29.29 PM STA 18+02 L INSTALL NEW WATER SERVICE CONNEC •N, REMOVE EXISTING BOX A ABANDON EXISTING SERVICE, S LA, Nfl q N O D SS WS GSA DIRT DRIVE WAY D2 VACANT STA 18+09, NEW FIRE HYDRANT I NSTALL: 8" MJ X 6" FLG REDUCER 6" FLG X MJ GATE VALVE APPROXIMATELY 12 LF OF 6" PVC OR DIP RESTRAINT JOINT FIRE HYDRANT ASSEMBLY VERIFY LOCATION IN HELD W/ENGINEER PIPE M/� 6 7 STA 17+48 L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 5 2\ D2 STA 16+95 L INSTALL NEW 1" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE ipzex 047 2" D2 SFD 1047 STA 16+12 L INSTALL NEW in WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE D2 STA 15+97 L INSTALL NEW 1" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 ) D2 SFD 1051 TRIP, EX 10'► 5 INSTALL 409 LF OF 8" DIP OR PVC, SEE D1\' CD1)AND (D1)k.5‘ PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY(D1) �10C sU- STA 15+05 L INSTALL NEW 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE 1" SERVICE. REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SFD 1061 2 D2 PP ,RSDMH SS GS as DRIVE EO.1—_ -R WWA Y ss 1"WS DRIVE WAY SS G5 GS R STA 18+03 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ty� ABANDON EXISTING SERVICE, SEE ss E()p DOUBLE 1" WS SS GS SS DRIVE AS 0 O n 2 D2 ST ;1GIP SS 7 STA 17+83, INSTALL: 8" 22?' MJ ELBOW 6 3 01 PP WATERLINE FUTURE 15" STC STA 17+97 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 D2 STA 2+16 'ROTECTION AT M DRAIN, SEE 7 3 DIRT SS intit DRIVE WAY sib Ca1044 oEFOORCS you 1-800-227-2600 GS SS EOP "lo•lP •i 101P ,•10 • 6'1P 1 WS 0161.P D WAY DUPLEX STA 16+45 R INSTALL NEW i"10 /18 WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 D2 ) STA 16+07 AND STA 15+14 WATERLINE PROTECTION, SEE STA 15+96 R INSTALL NEW 1" WATER SERVICE CONNECTION, REMOVEEXISTING BOX VJ 1060 ABANDON EXISHNG SERVICE, SEE 2 D2 SFD DIRT GS S DRIVE WAY STA 14+96 R INSTALL NEW WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE D2 STA 14+06 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE D2 Cc T 6305' 6300' 6295' 6290' 6285' 6280' EXISTING GROU140 ELEVATION STA 19+00 STA 18+00 STA 17+00 STA 16+00 AKA u) D u m c) 0 m 0 STA 15+00 STA 14+00 .pLI er Alia -4 -D-I &) > 0 > N > > &) m-• >- NJ _s_s M m++ ^'=+m+ XCO CO A0) ca ki0 mw w < m m -r)- -c U) m > D D n Ir r. D 0) CO cn m N m xi 2 < in o m r r V) -"al VI oR.i (n &_ D * D * D 0) � 01 D a) V) 0) OCD M ++ A + + + A a a a m c., m CO C/) 0) (f) (n A4s A `-1 < < 0 0 m rn n "" V) .444 1,r) -.Kw V) O D O> D m A D < <_ 0) 5 0 D rn m r P1 m V) m A < 0 m -1VISNI Zl+9l m (J) r. D N ms 0) A O D z D D 1 01 -I 01 A+M+ CO (.fl V) 6) V) m—m 7J Z < (n < 5 D 5 m r m r 0) (J) z (J) Al(a V) ••- N m+ mr+ mm+ :0 L 00 (0+ -rsN o cn in cn cn Z < m < U) < 0 5 '-I c) mm D m r 4.141 0 -N(/) r. 0 D w 7. D (D/) p &) + rn + [0 in o m rn A �-1 (/) PACA U) D D A+ : + o O m m < (Zn < A 0 —I 0 D m r)1.rrm r 6305' 6300' 6295' 6290' 6285' 6280' z_ z 0 & GARDNER 0 0 2007 GLEN REPLACEMENT PROJECT WATERLINE 0 0 0 + c Nd - (f) LLJ LL 0 n� DATE: FEB 2007 SCALE: 1"= 20' DRAWN:TJR/MAM FILE: GLENWL SHEET: P 4 11 OF 24 SHEETS i EL N orN c0 triw a z R MTN P&P dwg, P \2007 GLEN RD & G L utoCad Dra 06 06 C d 0 3.70 V PP DI m W W N 0 U) /o 0 SSMH W SS MUL TIFAMIL Y STA 2+80 NORTH L INSTALL NEW 1" 3870 PRIVATE WELL EOP WATE ? SERVICE CONNECTION, REK OVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 0 2 D2 W INSTALL 660 LF OF 8" DIP OR PVC, SEED1 AND �p j PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY(3 D1JJ MULTIFAMILY SED EOP STA 1+14 NORTH AND STA 1+24 NORTH WATERLINE PROTECTION AT SEWER AND FUTURE 15" STORM DRAIN CROSSING, SEE 0 CA (a 0 c rti �1 C SS 3880 3882 STA 3+69 NORTH L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE Ss DIRT DRIVE WAY EOP SS 1"WS 5 38 SER PIO STA 3+99 NORTH R, NEW FIRE HYDRANT INSTALL: 8" X 6" FLG BRANCH TEE 6" FLG X MJ GATE VALV FD /"'OPPROXIMATELY 8 LF OF i -PVC OR DIP RESTRAINT JOINT PIPE FIRE HYDRANT ASSEMBLY VERIFY LOCATION IN FIEN�INEER ED OFF EER TR STA 4+81 NORTH, INSTALL: 8" 45' MJ ELBOW 7-3 D1 PRIVATE WELL SS EOP ss PFP1MR0 / NEW 8" PI`ELINE—D411 4 STA 3± R/W SS STA 3+13 NORTH AND STA 1+08 EAST WATERLINE PROTECTION AT /3 FUTURE 15" STORM DRAIN, SEE ( D2) STA 1+111 NORTH R INSTALL NEW i" WATER ' ERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDO J EXISTING SERVICE, SEE CA,L. BEFORE YOU 1-800-227-2600 REMOVE VALVE BOX AND PAVE OVER AT COMPLETION OF CONSTRUCTION STA 1+41 EAST R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE m 2 0 Th 0 SEE SHEET P7 0 0 PP SSMH FO OA O 0 U) 0 U)1Jw U) N \ Szcli \o � n SFD, 389 FENCE STA 5+03 NORTH L INSTALL NEW i" WATER VICE REMOVESEXISTNG BOX AND SOUTH SHORE IN ABANDON EXISTING SERVICE, SEE CHAIN LINK FENCE SS SS 3900 1 4"WS STA 6+03 NORTH L INSTALL: NEW 1>}" WATER SERVICE CONNECTION, REMOVE EXISTING WATER SERVICE BOX AND ABANDON EXISTING SERVICE, SEE SS D2 STA 6+16 NORTH, INSTALL: 8" 90' MJ ELBOW - 3 D1 STA 6+26 NORTH L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE CA ST# -4+00 W W SS 1 S STA 4+56 NORTH, INSTALL: 8" 45' MJ ELBOW (D1) CA CD BEGINCDSTA1+00 EAST STA 3+63 NORTH, INSTALL: 8" FLG TEE 3-8" FLG X MJ GATE VALVES 5 D1 STA 1+44 EAST L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON, EXISTING SERVICE, SEE CD2 2 STA 1+90 EAST MATCF- 0 LINE 1U) U) U) 0 C" 0 0 PP f ill- * N U) REMOVE VALVE BOX AND PAVE OVER AT COMPLETION OF CONSTRUCTION, TYPICAL OF 2 THIS SHEET CD �1 0 ‘../ STA 4++90 NORTH R INSTALL NEW 1" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE2 CD2 STA 3+73 NORTH AND STA 4+62 NORTH WATERLINE PROTECTION, SEE STA 1+79 EAST L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE ! 2 STA 1 +83 EAST WATERLINE PROTECTION, SEE C) D2 3 V 1 co 0 SSMH 0 SE 0 U) SHEET P6 CA 0O 61 yC U) U) PP (7) 0 STA 6+80 NORTH MATCH LINE 0 (n m U) W J � 6275' 2 W Q I W LJ I 6270' N 0 z. 6265' 0 STA 2+00 NORTH STA 3+00 NORTH STA 4+00 NORTH STA 5+00 NORTH STA 6+00 NORTH EXISTING GROUND ELEVATION •— 6275' Q I _NEW 8-PIPFLINI, U) M M f2 + M XI 4s.D z N N1 -moi C -I D 0 -I D C N � co rn01: m� rn z 0 0 C r AKA U) 1 U) -P U) D D U) D ,-[fTI m7 7z)) (Dm 0 N ZJJ -P- U) P U) U) M z23 <�1 0 0 m r- m STA 2+80 INSTALL 1" WATER SERVICE t-1 -ICin Cf) -I > 0 -I > *+ gym+ m 0 m X d1 m M n D rn� r N STA 1+00 0 6275' 6270' EAST EXISTING GROUND ELEVATION 6265' — STA 2+00 EAST `- 6275' N 0 W I � I I N - -n U) * z &A * z U) g cn 0 U) * U) * z U) m OC7_�D �� D �� D DD (DnD -1D -D1_1 D rnNJ � c mD mD _ ;7) _ _ m_ rn> o �n m+ �r + �r + A+ m+ �+ �r + .� -p V) ? cn ? U) ? T) U1 U) J N J . _ 0 m " pi -NW a m 01 < cn moo rn (o o m < < <1 m ' <+ < n n n' + n - 0 m m m m m 6270' -- 6265' Z Co U) _s U) a D* D * D* D U D cn -P D . D (n D cm m co mco�(0 W f 0 w �A(o in U) U) cn cn xs U 73 -1 < -I < -I < rn r rm n +4A U) �+ U) A U) m + m + + ;0 0 D 0 m n D n m r m N M CP m� 0 I 1 U) CO U) ^� D D n 0 O)0 D1 D + + m Or 0) xi co 2 2 N * -H < D D 5 m Ir— , --1 +w+ cn 44 U)? U) -P-KA U) ? (na U) ' -Ni °- > 7 D —I Dv) 0 D v DW tl D D W D awn 6) D Q) m mm O) > m m+m++N+*++ + 77 N m Nm W cn W m CNm ? )n 0' O) �Z) N m cn :U V Z) C m -' m z m < xi < n Dn x m XI 7 m m r m r r r 0 W N 6270' Z 0 00 + 0 — 6265' w w U) z Q z ID 0 5 0 d 0 0 Ir 2007 GLEN REPLACEMENT PROJECT WATERLINE 7 cc co 0 F- V 0 Q (f) LTJ LL 0 nt 0- DATE: FEB 2007 SCALE: 1"= 20' DRAWN:TJR/MAM FILE: GLENWL [SHEET: p5 12 OF 24 SHEETS 0 CHAIN LINK FENCE BEFONIE YOU 1-800-227-2600 SFD SFD 36 /5 3681 DIRT DRIVE WAY i"WSSSSS GS SSSS GS DRIVE WAY 0 0 w 2 07 w w 0 co VA:ANT IEIETA 7k01 NORTH L INSTALL NEW 1" WATER SERVICE LATERAL CONNECTION, WITH ' )OUBLE i" SERVICE. REMOVE WATER BOX AND ABAND N XISTII IG SERVICE, SEE rws GAS STA +00 S INSTALL 422 LF OF 8" DIP OR PVC, SEE \D AND PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY STA 11+02 NORTH 20 R, CONNECT TO EXISTING 4" WATER MAIN CUT, CAP AND ABANDON EXISTING 4" WATER MAIN PER GENERAL NOTE 11 STA 8+94 NORTH L INSTALL NEW 1" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 STA 9+99 NORTH L INSTALL NEW 1" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE REMOVE VALVE BOX AND PAVE OVER AT COMPLETION OF CONSTRUCTION STA 10+95 NORTH, INSTALL. 8" FLG TEE 3-8" FLG X MJ GATE VALVES 2-8" X 4" MJ REDUCE 2-4" MJ 45' ELBOW APPROXIMATELY 27 LF 4" RESTRAINE JOINT PVC OR DI INSTAL 2-4" 45' MJ ELBOW W/THRUSTBLO'K COMPRESSION COUPLING AS REQUI''ED 2—CUT, CAP AND ABANDON EXI ING 4" WATER MAIN PER GENERAL N• E 11 SS ®01 4 5 D1 D1 0UPL: X STA 8+52 NORTH L, 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 369 MUL 7:0=A Ma Y 3/0/ STA 9+51 NORTH, INSTALL: 8" 45' MJ ELBOW SS Ves DRIVE GS WAY 1"WS SS GS SS SS P SS PP GAS SS GS DIRT DR VE SS 1"WS DRIVE WAY 7+36 NORTH R INSTALL NEW 1" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SFD 36 /0 2 GS FP O S SS SSMH WO PP PP STA 11+02 NORTH 20 R, CONNECT TO EXISTING 4" WA .R CUT, CAP AND ABANDON EXISTI WATER MAIN PER GENERAL NOTE STA 11+02 NORTH WATERLINE PROTECTION, SEE APPROXIMATELY STA 9+10 NORTH TO STA 10+40 NORT CLASS 200 PVC OR CLASS 50 DIP OR WATERLINE PROTECTION, SEE 2 J ^ A 9+00 fr GS SS 1"WS DRIVE WAY TR.TPLEX MUL FAMILY STA 7+68 NORTH R INSTALL NEW 1" W ,TER SERVICE CONNECTION, 2EMOVE EXISTING BOX AND ABANE DN EXISTING SERVICE, SEE 36 82 D2 3686 EL DORA 1 DRIVE "WS WAY SS GS1 "WS O ARMS SFD 360 3694 DIRT DRIVE WAY STA 8+24 NORTH R INSTALL NEW 1" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 D22 1"WS DRIVE \NAY SFD SS STA 8+99 NORTH R INSTALL NEW 1" WATER SERVICE CONNECTION, 5F REMOVE EXISTING BOX AND 6 98 ABANDON EXISTING SERVICE, SEE 3 STA 8+62 NORTH R INSTALL NEW 1" WA- ER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA 9+67 NORTH R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA 9+47 NORTH R INSTALL NEW in WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE /2� D2 sty 6290' 6285' 6280' 6275' 6270' 6265' STA 6+00 NORTH STA 7-'00 NORTH STA 8+00 NORTH STA 9+00 NORTH STA 10+00 NORTH STA 11+00 NORTH • w z J I— o' 0 z 0 - IL w EXISTING GROUND ELEVATION "t_' 2 (n D -i D D V O o 3) 0 A m < 5 m m -Is IA —5U) �D ZII D 17 V >J + + m(n mo, Z71 (Ji Co U) — mz M< -11 D n D n m, au) D U) m Co me m�1 U) A U) 5 U) D D > CO mCo DOo _ + + —I + 0(P m(n mm N Z) O) 'O N zz mz D m < D (7 r C r M D• DII � D II D DCO m co> WD co + +-4+ mcomco comCD cn _ f co mZ- < mZ < D M m < D m rD AKAW D > (O N o n m D D D a D CO V; CO D CO m+ m+ xi 4,- m(r o9 V r V V) COCAO — m <- *-1 <-I nD > n m r rr- m r H cowa)u) -n D C D 0 o o +m+ m CO CO m(n m Z D U) Z D r r 6290' 6285' 6280' 6275' 6270' 6265' z Q F- 0 0 8c GARDNER C Q 0 W 0 0 0 N U W 0 F-- 2: W W 0 Q Cl_ -J W II W z 0 F0 z 0 CO Q (f) W N 0 W Q Z Q a_ DATE: FEB 2007 SCALE: 1"= 20' DRAWN:TJR/MAM FILE: GLENWL SHEET: n 6 13 OF 24 SHEETS z 7 D 0 z 0 CQ `/ C 0 I'N z LU 0 0 0 N REPLACEMENT PROJECT Li -i 7 LTJ Q STA 1 +90 LU LL 0 EL z E DATE: FEB 2007 SCALE: 1"= 20' DRAWN:TJR/MAM FILE: GLENWL [SHEET: p7 14 OF 24 SHEETS M.\Projects \ Water \GIenWL & GMWL 2007\CNN/ & GMWLWUtoCad Drawings \2007 GLEN RD & GARDNER MTN P&P.dwg, PLAN PAGE 7, 3/26/2007 3.42:44 PM SID 101 DUPLEX 1023 STA 2+11 EAST L INSTALL NEW WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA 4+12 EAST L, NEW FIRE HYDRANT INSTALL: 8" 6" FLG BRANCH TEE 6" -LC X MJ GATE VALVE APPR( 'XIMATELY 5 LF OF 6" PVC OR DIP RESTRAINT JOINT PIPE FIFE HYDRANT ASSEMBLY VERIFY LOCATION IN FIELD W/ENGINEER DUPLEX 1"1027 SSrS ---�GS 1"WS GS DRIVE WAY SS DRIVE �..�.� W STA 2 a: " simi STA 3+0; I I 11111 ?I VE FE CE GS GAY Z SS1"WS SSR J i"ws WAY CS „W ��✓ SS 2 0 Q STA 2+11 EAST R INSTALL NEW 1" WATER SERVICE CONNECTION, cs 1 "WS REMOVE EXISTING BOX AND F- ABANDON EXISTING SERVICE, SEE 2 LO D2 TRIPLEX LU 2+ (n IAJ (O DUPLEX 1022 1026 STA 2+06 EAST R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE (21 D2 6 D1 ST/ 4+02 EAST L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND A 3ANDON EXISTING SERVICE, SEE STA 3- 07 EAST L INSTALL NEW 1" WATER SERVICE CONNECTION, REMOV: EXISTING BOX AND ABAND )N EXISTING SERVICE, SEE SS 2 D2 INSTALL 594 LF OF 8" DIP OR PVC, SEE D1 PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY AND STA 5+04 EAST L INSTALL NEW i" SED WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE (2 \ D1 1035 STA 4+80 EAST L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 D DRIVE DRIVE SS GS WAY WAY GS aallt SFD 4/ r WS SS STA 5+90 EAST L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE "Ws SFD / O 49 STA 5+70 EAST, INSTALL: 8" 45' MJ ELBOW SS WO GS SFD /0 -STA 5+78 EAST WATERLINE PROTECTION, SEE ORN€" ;& WS GS ss SSM STA 7+56 EAST AND STA +70 EAS WATERLINE PROTE ION, SEE STA 7+56 EAST 26 L, CONNECT TO EXISTING 4" WATER MAIN SFD 3 PP SS PP DI C SS SS D\RS Og\VE WO A 7+30 EAST R, NEW FIRE HYDRANT INSTALL: 8" X 6" FLG BRANCH TEE 6" FLG X MJ GATE VALVE APPROXIMATELY 10 LF OF 6" PVC OR DIP RESTRAINT JOINT PIPE FIRE HYDRANT ASSEMBLY VERIFY LOCATION IN FIELD W/ENGINEER 4"4"4„111114,111111111111111111111111!"‘ '�� 1 GS SS �, ,, PP DRIVE 1"WS �1! WAY ' GS DIRT S4, DRIVE 'W WAY STA 2+80 EAST R INSTALL NEW i" WATER SEE VICE CONNECTION, REMOVE E) (STING BOX AND ABANDON I XISTING SERVICE, SEE ! 2 D2 SFD 1034 STA 4+06 EAST, INSTALL: 8" 223' MJ ELBOW Sib 1040 STA 3+94 EAST R INSTALL NEW 1" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 21 D2 SS ss STA 4+30 EAST R INSTALL NEW WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE VACANT 2 VACANT / 46 GDR1 DR\�E STA 6+03 EAST, INSTALL: 8" 45' MJ ELBOW SFD D1 CQ BEFORE YooM 1-800-227-2600 0 5F SFD STA 6+20 EAST R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE /2 CD2 STA 5+56 EAST R INSTALL NEW 1" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2\ D2 REMOVE VALVE BOX AND PAVE OVER AT COMPLETION OF CONSTRUCTION 6 5 D1 �. 1 SS STA 7+70 EAST, INSTALL: 8" FLG CROSS 4-8" FLG X MJ GATE VALVES 3-8" X 4" MJ REDUCER 2-4" MJ 45' ELBOW APPROXIMATELY 37 LF 4" RESTRAINED JOINT PVC OR DIP 1-4" 45' MJ ELBOW W/THRUSTBLOCK COMPRESSION COUPLING AS REQUIRED 2-4" 223' MJ ELBOW W/THRUSTBLOCK COMPRESSION COUPLING AS REQUIRED 3 -CUT, CAP AND ABANDDON EXISTING 4" WATER MAIN PER GENERAL NOTE 11 CO1 STA 7+70 EAST 17 L, CONNECT TO EXISTING 4" WATER MAIN STA 7+84 EAST 6 R, CONNECT TO EXISTING 4" WATER -MAIN h � 6295' 6290' STA 2+00 EAST STA 3+00 EAST STA 4+00 EAST STA 5+00 EAST EXISTING GROUND ELATION STA 6+00 EAST STA 7+00 EAST (n+-14,4 Un-- (n LI o D D D D N D N D N cn +m +m+ 00 m NA 0)A0 < m 2m m < �< 0 Dn mr-m AKA (/) (f) D D In N m N ±mw 4s 00) 7J 30IAH3S SVD 301A213S SVD „ t9+Z V1S Dpi D (A M N MX 4s x., In � (n -' (n : D * D * 11 D D N m + m+ mD(,1 D&+ Ao �C A`J (n In (n <CM --1 < < -.H 0 r 0 C7 r m r m mr 7 (1)-' (n ox' N nus (n Oo In r D D V D D D D W➢ (.WD? D aN? ++A0 m(A 0) J -Is N Wm O A (A_ (n (n i- < < mzm m (n 0 7J (A 70 0 7) 0 m <-+<—I < r 0 0 r 0 m r m r m 2 m r- 21 CA 21N (A DO D D D D -<+ In + AN ma Z Z 11> < (n 5 D m r - (n m A 0 m 2 In r r +4+ Un ax., N D (n N sin Un .A !n D* D in D D* D 4.0 D M P1 CD Jz m()o A 0+ 11 o m-• co o rXO (A, - X(n CA m Z _I m m 2 mx < < -1 m Um1 r > m m r > m N m m m oo * D C > - > Is N > -H+ m+ •+ `2+ A 0 r 0 m J m y 0) J r o A CO (n_ O co XC co (Zj) D < D < D z nr D r m z r Ung Un ANCO CA+k,(n D D I -Is D * * > (nD (n m (n 01 0) > (3) + m + + + m A (O m (0 m (O m O m 0 77(0 r(+ o (A (A rn < N < 0 r m Ozmz m < CO n r r r m r m UA A D M S v O zz (n D r r D al D D D —IS: x7J m+*+0+ (7+ r- cn m0) m-4 Dcn D tr Z 2J cnO M a co m 7) A D K D Z r r 0 D z 6295' 6290' 6285' 6280' 6275' 6270' SS rvvs 2' HIGH • INSTALL 440 LF OF 8" DIP OR PVC, SEE D1 AND PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY 2\ D2 STA 3+92 L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 D2) WATERS REMOVE ABANDON STA 2+95 L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 689 SFD SFD DRIVE ,_ WAY wz S+UO ROCK WAL a_ a c 0 N rgw 3 a a m a z 2 cc w z 0 Q 0 z w c7 0 U, 3 0 0 U g oa oa1 v U O I w U) cn In U) U) r� O - > D < SDMH UI U7 U� SSMH 410 K STA 1+15, NEW FIRE INSTALL: 8" X 6" FLG BRAND 6" FLG X MJ GATE \ APPROXIMATELY 10 L PVC OR DIP RESTRAI FIRE HYDRANT ASSEK VERIFY LOCATION IN HYDRANT I TEE ALVE F OF 6" AT JOINT PIPE BLY FIELD W/ENGINEER 60/ CUT, CAP AND ABAN )ON EXISTING 2" WATER IIAIN 611 CTC STA 1+70 WATERLINE PROTECTION AT STORM DRAIN CROSSING, SEE 3 D2 'ws SS STA 2+36 L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SS DII® 685 SFD GS R/W STA 2+00 SSMH U7 U) m 0 J DI COP GAS VACANT 80 STA 1+00, BEGIN PRC JECT ' ' REMOVE EXISTING: \p1] D1 2-8" FLG GATE VALVE SAVE FOR REUSE) 6" FLG GATE VALVE 8" X 6" FIG TEE 6" X 3" FLG REDUCEF 3" X 2" FLG COUPLIN ; ADAPTOR 2-8" FLG COUPLING / DAPTOR INSTALL: 8" FLG TEE 2-8" FLG GATE VALVE:REUSED) 8" FLG GATE VALVE 2-8" 45' MJ ELBOWS 3-8" FLG X MJ ADAP ORI . F P SS -OPPP SS R/W CAS L DRIVE WAY N / WO GS 695 SFD SS GS DRIVE 1/1c JJ WAY Is EW 8" PIPELINE / \' / / / / AN SS --EDPCAS PP STA 4+21 L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 699 SS AVED W 2 STA 4+53, NEW FIRE HYDRANT INSTALL: 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 VERIFY LOCATION IN FIELD W/ENGINEER /0/ SFD SFD R/W SHOULDER DRIVE GAS WAY SS SS GS L W D m m PAVED S-IOUL ER r STA 5+00 CTC 686 SS CTC 690 BEFORE YOU 1-800-227-2600 SS CTC 696 R/W�i GAD VE WAY m S S /13 VACANT SS STA 6+00 GSSS SSMH PP SS GS t'Ws tWS SS SFD /00 STA 4+88 R INSTALL NEW 1" WATER SERVICE LATERALCONNECTION, WITH DOUBLE i" SERVICE. REMOVE EXISTING BOX AND %2 ABANDON EXISTING SERVICE, SEE \p.gy SFD /06 GS SS GS RIVE LAY "WS G C S SFD 710 GS 6305' 6300' 6295' 6290' 6285' 6280' STA 1+00 STA 2+OC OCO Ute) ri Z L7 D z z, m n O o O m m� X 2 C) co m -1 D D z_ 0 + O N z o m a N n N D 0 W 0 O TA 2+36 INSTALL " WATER SERVICE 6305' 6300' 6295' 6290' 6285' 6280' 6320' 6315' 6310' 6305' 6300' 6295' STA 3+00 STA 4+00 6320' • 6315' a U) U) mN M+ .l7 (A m 23 D r 30IA2i3S SVO 8S+Z VIS a (n +- U) U)D� D M N D mCD23 7Z) D m r N m n 11VISNI S6+3 30IA2:13S SVO „ £L+£ VIS STA 3+92 INSTALL i" WATER SERVICE 6310' 6305' 6300' 6295' 6340' 6335' 6330' 6325' 6320' 6315' STA 5+00 SIN \ON 5 RV' G , 1 RO°N° S\SW O) a tar =Z O II � . U) OCO Ute) ri Z L7 D z z, m n O o O m m� X 2 C) co m -1 D D z_ 0 + O N z o m a N n N D 0 W 0 O TA 2+36 INSTALL " WATER SERVICE 6305' 6300' 6295' 6290' 6285' 6280' 6320' 6315' 6310' 6305' 6300' 6295' STA 3+00 STA 4+00 6320' • 6315' a U) U) mN M+ .l7 (A m 23 D r 30IA2i3S SVO 8S+Z VIS a (n +- U) U)D� D M N D mCD23 7Z) D m r N m n 11VISNI S6+3 30IA2:13S SVO „ £L+£ VIS STA 3+92 INSTALL i" WATER SERVICE 6310' 6305' 6300' 6295' 6340' 6335' 6330' 6325' 6320' 6315' STA 5+00 U) m 23 F.) m T Tcl m D m S � 070 co0 zz w r U) rrl rn m rin a rs N Ii c>Al! U) D D o C co rri m coo A n m Z U) D ✓ ✓ 6340' 6335' 6330' 6325' 6320' 6315' z_ H- z 0 Lii z 0 CD 0 Q 0 2007 GLEN H 0 0 If a- z L� LLJ 0 n -J a- LiJ z_ -J I' L1.J Q n -J DATE: FEB 2007 SCALE: 1"= 20' DRAWN:TJR/MAM FILE: GMWL07 SHEET: P8 15 OF 24 SHEETS SC\ 5 RV' G , 1 0 TJ - In Q Lai 7-1 2 U Q M O) a tar =Z W U) U) m 23 F.) m T Tcl m D m S � 070 co0 zz w r U) rrl rn m rin a rs N Ii c>Al! U) D D o C co rri m coo A n m Z U) D ✓ ✓ 6340' 6335' 6330' 6325' 6320' 6315' z_ H- z 0 Lii z 0 CD 0 Q 0 2007 GLEN H 0 0 If a- z L� LLJ 0 n -J a- LiJ z_ -J I' L1.J Q n -J DATE: FEB 2007 SCALE: 1"= 20' DRAWN:TJR/MAM FILE: GMWL07 SHEET: P8 15 OF 24 SHEETS N r) con 0 CO N w a a o, a a a F w z O K t, 0 0 w 0 0 0 5 s a U 0 1 i z 0 0 0 v TO V N O _a` 2 STA 5+48 L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE (D22) 70/ SFD SFD — R/W SHOUL ER SS GS "WS STA 6+32 L INSTALL NEW WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE /13 (02) VACANT SS GS iS 71/ SFD/"WS SS STA 5+00 PAVED S OUL ER — R GS "WS i"WS SS VE AY -moi G, D m fn SFD /06 GS 0 Ul S C" a O 2 PI m CD STA 6+00 IgRI VE AY SS GS i"WS i SFD /1/1 0 DRIVE WAY GA SS INSTALL 470 LF OF 8" DIP OR PVC, SEE D1 AND D1 PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY(93) NEW -8" -PIPELINE. - N /' W /21 VACANT ss R/W- STA 7+00 SS D'IV WAY GS SS STA 5+63 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, WE "WS SFD /16 SS QAS / A EOP STA 8+42, NEW FIRE HYDRANT INSTALL: 8" X 6" FLG BRANCH TEE 6" FLG X MJ GATE VALVE 6 APPROXIMATELY 15 LF OF 6" D1 PVC OR DIP RESTRAINT JOINT PIPE FIRE HYDRANT ASSEMBLY VERIFY LOCATION IN FIELD W/ENGINEER REMOVE VALVE BOX AND PAVE OVER AT COMPLETION OF CONSTRUCTION, TYPICAL OF TWO THIS SHEET EOIAD U I c y V) NI v SSMH R/W ' WS SS STA 6+29 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE UKIVL WAY Dczok WAY WAY FOP-- GAS SFD 7i� 720 GS STA 6+79 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 2\ D2 SFD /26 GS STA 8+57 12 L CONNECT TO EXISTING 4" WATER MAIN CUT, CAP AND ABANDON EXISTING 4" WATER MAIN PER GENERAL NOTE 11 1 D2 '— STA 8+57 12 R CONNECT TO EXISTING 4" WATER MAIN CUT, CAP AND ABANDON EXISTINGE 4" WATER MAIN PER GENERAL NOTE 11 STA 8+57, INSTALL: 8" FLG CROSS 4-8" FLG X MJ GATE VALVES 5 1 2-8" X 4" MJ REDUCER D1 D2 4-4" 45' MJ ELBOW W/THRUST BLOCK 741 2 -COMPRESSION COUPLING AS REQUIRED APPROXIMATELY 10 LF 4" RESTRAINED VA CAN T JOINT PVC OR DIP 4 D1 EOP W U) o LL 0 co 6350' 6345' 6340' 6335' 6330' 6225' STA 6+00 II- N W W= Z(/) J Li =W U U) GAS EOP SS SIA l0rftr" CTC /40 GAS O O in 2 m --I SS SFD m Ss 4'ws STA 7+00 STA 8+00 I Ata(n D Cn + CO CO D • (n D (n m+mi+ Cn W • 71 < < - o n D m m r D U) mu) mmzi co m70 D ✓ EXISTING GROUND ELEVATION — 1 I I 44" (n AI (f) Alta (f) • D D D D a)> a) D0) m + m Fri + Z) N N :L) CA CO N U) U) U) M m z m z < < -H < N o o D o D m m r m r 4..u+ Art" U) A V) D D D m N m A n PI m � MCo m 70 D r STA 9+00 e N -H D >CO CO D z STA 10+00 6350' 6345' — 6340' 6335' 6330' 6325' LQ 0 r- 0 --D o 5 0 rY o o z o .S- 5 w 0 Q W 0 _----I W L.>_ Z o rY W n7 Q_ J Q o 0 CN DATE: FEB 2007 SCALE: 1"= 20' DRAWN:TJR/MAM FILE: GMWL07 SHEET: P9 16 OF 24 SHEETS NER MTN P&P dwg, P gs\2007 GLEN RD & G co 2 n z 7/11 VACANT EOP SS REMOVE VALVE BOX AND PAVE OVI:R AT COMPLETION OF CONSTRUCTION 6" D1 STA 11+24, NEW FIRE HYDRANT INSTAI L: 8" X 6" FLG BRANCH T :E 6" FLG X MJ GATE VALE APPROXIMATELY 12 LF OF 5" PVC OR DIP RESTRAINT JOINT PIPE FIRE HYDRANT ASSEMB _Y VERIFY LOCATION IN FIELD W/ENGINEER 5 `— INSTALL 353 LF OF 8" DIP OR PVC, SEE D1 AND ED1 PROVIDE RESTRAINED JOINTS WHERE REQUIRED BYE D1 Ala 0 PP z J w a a e (o w w z lZ O Lu 00 t� V • le 41' In m m O + U) m GAS CTC /40 C-) r z m GS V/ SS DRIVE WAY R/'N SS i'WS STA 1+05 NOF TH MATC E P S NTWOF SAS SFD 716 STA 10+53 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 D2 PP DRIVE WAY i SS/ SESH LANE 6's STA 11+40, INSTALL: 8" X 6" FLG BRANCH TEE 2-8" FLG X MJ GATE VALVES 6" FLG X MJ GATE VALVE STA 11+74 L INSTALL NEW 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE i" SERVICE. REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE w STA 12+00 NEW 8PIPELINE GS 763 SFD DRIVE 2 SS 0.0 Fit P GAS SSMH EOP PP G SS STA 10+99 R INSTALL NEW i WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SS ' WS I FD /75Q VACANT 756 STA 11+86 R INSTALL NEW 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE in SERVICE. REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE SS / i" WS SFD /60 DRIVE VJAY SSGS WAY ss STA 13+ I 4 NEW 8" PIPELINE R/W SS :SFD 76'l STA 12+95 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 D2 LOP PP WS GS GS SS G'URIVE WAY SFD //0 STA 13+54 R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE z4 n1 Dm m Jeit mss 1s� \ \ "WSSS Z r z m IV cs c9/ J6 0 k..S`T Q Ss �/ SDMH 6355' 6350' 6345' 6340' 6335' 6330' STA 10+00 STA 11+00 STA 12+00 STA 13+00 STA 14+00 EXISTING GROUND ELEVATION U) (n 'F" (/) D D O D o M 737 Fri+ cn U U) N u) (-A m m 70 z < < n n -1m m> r r D m U) m �) Z < U) D m r D 0 CO O 1.444 (f) m U) N (.0 CO U) Cr) (f) D m D D X D O D _ _, 0 j O + o+ + =+ m+ O Z7 N W (T O > 4 D O • O Z _ Z xi D —iU) OV) z x D D nn n r; r m 33 A 1S a3IVM cL a' (1) U) m0 D D O AC —DI 03 N�)r Co Xi I + <m rn m O 2 0 m < n m r Ii 301Aed3S a31VM U) aiw (/) Dr. D D N —I N co co Ol O 2 73 m D O m r N ✓ r 6355' 6350' 6345' 6340' 6335' 6330' z Q z 0 0 z 0 rQ V 0 Q 0 rY z Lii 0 O 0 CN & GARDNER REPLACEMENT PROJECT Lu z LJH- Q DATE: FEB 2007 SCALE: 1"= 20' DRAWN:TJR/MAM FILE: GMWL07 SHEET: P 1 0 17 OF 24 SHEETS CD NJ) Cn CD CD (n arti CD CD c) N PP D (n D D U) m O PP c U k 0 I U) U) 0 O 1858 BEGIN STA 1+00 NORTH C N 0 0 U7 U) C m GS PP EOP F 185/ SED STA 1 +95 NORTH L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA 2+23 NORTH L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 1852 SFD tq"WS SS GS i"WS SS GS 2 STA 2+54 NORTH, INSTALL: 6" 45' MJ ELBOW STA NEW 6" PIPCUNE 1 DRIVE fr- WAY STA 2+84 NORTH, INSTALL: 6" 45' MJ ELBOW SS SED 18/17 INSTALL 315 LF OF 6" DIP OR PVC, SEE PROVIDE RESTRAINED JOINTS STA 4+09 NORTH, NEW FIRE HYDRANT - INSTALL: 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 0D s� 9 C0 H WHERE REQUIRED /3` STA 2+90 NORTH L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 STA 3+07 NORTH L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA 3+22 NORTH, INSTALL: 6" 45' MJ ELBOW 3\ D1 ®J \ STA 3+38 NORTH L INSTALL NEW (--)N WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA 3+92 NORTH L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND 2\ ABANDON EXISTING SERVICE, SEE D2 2 2 756 S (t) 6355' 6350' 6345' 6340' 6335' 6330' STA 1+00 NORTH STA 2+00 NORTH STA 3+00 NORTH STA 4+00 NORTH EXISTING GROUND ELEVATION Nn W -I o m D z Z + O W D O aQ Z < O rn_4 N-Wi D M 0 N Z D ZH _ CLI a w D nr D U) -•D 23 N m w O zO n 23 D = _ r C z to - in Dcf) my cn m �r + r+ co m mco o< o z o E- Z pi m -1 m 1 = D = D� � -1 m_i D U D Ar N m N r + *+ V) n o 2J 0) <Z D Z 00 nal m al H D = KPIPFI NF Z> O D D N r+ CO • (J1 Z on 0 CO I .4 U) (n M m m (o :iJ c0 Z 0 m7a D r Du my (N Z7r + cn o M aiw < Z 0 o I Z (n w D D r+ N N UJ z m0 m-1 0I STA 5+00 NORTH SD O W N (/D- t I- (n A CD 2 (n 0) W D -yiCD D D mCM 71 y CA m W m+ Xr alN �oRwW al CCa 171 CD < Z K z 0 O D O m M z m Z O m- A I Y r I I 6355' 6350' 6345' 6340' 6335' 6330' Q 0 GA RDNER EST PROJECT W V — LL Lry J 0/ n z o 0 N L DATE: FEB 2007 SCALE: 1"= 20' D RAWN:TJ R/MAM FILE: GMWL07 SHEET: P11 18 OF 24 SHEETS FAS M]Projects\Water\GlenWL & GMWL 20071GNWL & GMWL1AutoCad Drawings12007 GLEN RD & GARDNER MTN P&P.dwg, PLAN PAGE 13, 3/26/2007 4:16.41 PM fl 1 /98 SFD 'WS 1 /9/ SFD SS 4"WSGS "WS P PP DR VE MAY GAS EtIP SS 2 STA 9+97 NORTH L TALL NEW 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE i" SERVIC 1. REMOVE EXISTING BOX ,.ND ABANDON EXISTING SER 'ICE, SEE GS R DR, VE WAY 1 /90 SFD SS STA 2+00 STA 10+00 NORTH S -A 11+34 NORTH L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE GA!; 2 D2 PP "EC r1p SS SED 1 /93 STA 9+48 NORTH, INSTALL: -13 8" 45' MJ ELBOW 3 (nit STA 10+19 NORTH R INSTALL NEW i" IT1 ELWATER SERVICE CONNECTION, REMOVE EXISTING BOX AND LliABA DON EXISTING SERVICE, SEE D1 SS "WS 2 ,55 1 /80 \SFD 2' HIGH ROCK WALL w 0 •o N tS. a C S SS Tao A 11+00 NORTH WAY SS IPEL'N DRIVE WAY SS 'wS GS SS VACANT 178: STA 10+77 NORTH R INSTALL NEW 1" WATER SERVICE LATERAL CONNE( TION, WITH DOUBLE i" SEI VICE. REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE SEE 2\ D2 i SS SFD 1 /85 SFD 1 /81 C3 5\ STA 11+97 NORTH, INSTALL: D1 D1 8" FLG CROSS 1 4-8" FLG X MJ GATE VALVES D2 8" MJ X 2" IPS CAP 2-2" 45' GALV ELBOW COMPRESSION COUPLING AS REQUIRED STA 11+97 NORTH 12 R CONNECT TO EXISTING 2" WATER MAIN CUT, CAP AND ABANDON EXISTING 2" WATER MAIN PER GENERAL NOTE 11 REMOVE VALVE BOX AND PAVE OVER AT COMPLETION OF CONSTRUCTION, TYPICAL OF TWO THIS SHEET 0) (n 0 NSSMI Q kn 00 SS "WS STA 12+61 NORTH L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA 13+36 NORTH L INSTALL NEW 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE i" SERVICE. 2 REMOVE EXISTING BOX AND D2 ABANDON EXISTING SERVICE, SEE 1 /68 VACANT SS SS SEE SHEET P14 STA 1200 NORTI-STA 1 +05 EAST MATCH LINE D41--6fG DRIVE GAIL . Y w O w 0 (n Q O PP STA 13+00 SS SFD 1 //3 Ps - t"WSWS GS 3S NORTH DIVE AY STA 14+58 NORTH 17 L CONNECT TO EXISTING 4" WATERMAIN CUT, CAP AND ABANDON EXISTING 4" WATERMAIN PER GENERAL NOTE 11 1 D2 STA 14+58 NORTH END, INSTALL: 8" FLG TEE 3-8" FLG X MJ GATE VALVES 2-8" X 4" MJ REDUCER 1 /6 4 4-4" 45' MJ ELBOW 2 COMPRESSION COUPLING AS REQUIRED APPROXIMATELY 15 LF 8" RESTRAINED SFDJOINT PVC OR DIP APPROXIMATELY 8 LF 4" RESTRAINED i"WSGSSS JOINT S VC OR DIP DRIVE PP SS SFD 1/69 SS O CXD Q) (n (n STA 14+00 NORTH DRIVE WAY G4S EOP or 2 HIGH SS GS t'ws RAIL FENCE SFD 1 /65 STA 13+80 NORTH R INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE STA 12+82 NORTH R INSTALL NEW 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE in SERVICE. REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 1 (5� INSTALL 531 LF OF 8" DIP OR PVC, SEE \D1/AND \D1 PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY 3\ 01 2 D � IL STA 14+43 NORTH, NEW FIRE HYDRANT INSTALL: 8" X 6" FLG BRANCH TEE 6" FLG X MJ GATE VALVE rfi\ APPROXIMATELY 17 LF OF 6" I PVC OR DIP RESTRAINT JOINT PIPE \O� FIRE HYDRANT ASSEMBLY VERIFY LOCATION IN FIELD W/ENGINEER STA 14+58 NORTH 12 R CONNECT TO EXISTING 4" WATER MAIN CUT, CAP AND ABANDON EXISTING 4" WATER MAIN PER GENERAL NOTE 11 1 D2 w} >Q 0 0 SSMH 0 (Q w (JO O PP > >- E E o- (n Q/ 0 O om Q) vJ C) 4 Lc vJ 00 6365' STA 10+00 NORTH STA 11+00 NORTH w DC 0 6360' Q N I- 2 6355' z 6350' 6345' 6340' XISTIN G OUN 1 D Z D 0 D M CO r 0 D rD * + r+ W -I- M Xa) aco <rn 01 > D • 0 m Z 0 zxi mi S 01 2 DNW --- m> rnD m xi- r- + 0) m <0 Z 00 0 me u m ? m �z V) ; -1 N > m m D > m -s 7r —s > rn+ v)r + m+ D- m^"'- Iry Co < ` co U o �Z n z �z m O m 0 < 0 > -4 A r7 - r i = m 2 • N -1 " 1i a 11 + :3 0 00 1 Z I 10 >-1 - -Islui0 AN 0 D D W 0 * O + rn+ g Cp A pp X rn v < z _i z 0 0 m 0 M A ZJ X 2 r S STA 12+00 NORTH 365' 6375' 360' 6370' 355' 6365' 6350' 6360' 2 V) cn -1N D D Dm _ M MU) + m+ ri & W �o W < a rn m 0 m0 23 23A —I = D 2 345' 6355' 340' 6350' STA 13+00 NORTH STA 14+00 NORTH EXISTING GROUND ELEVATION N(n 2(n D - D ` < D > J c m + + 23m Coco U = D Z O Z z O 0 0 (n 2 N W 0D WN) D - I zz 0 X DzW P1> D rn D r rn + ma -IP coN mc 0 CO M 2 P in D,D O Dm� �Wrt D W W (n 00 0) rr 0) X J 0 z ID Z < me 0 rn 0 m 0 CO al A M S IDS 2 D D D mD W m "u co `o Z n Z 0 m 0 2 ZW ;'U 2U -1D D -I D1 r+ m+ r+ Tl 4s Z7 U CO Ui 2i (J4 rP ,,co rnz DZ mZ 2 0 Z 0 m O X 2 1 1 > m —1 z 0 6375' 6370' 6365' 6360' 6355' 6350' /27 z ID 0 GARDNER 2007 GLEN 0 LLJ 0 Cl_ L_J._ REPLACEMENT LiJ z_ LiJ Q z L J Nt 0 z d) Q C/) LiJ LL 0 El_ z 0 DATE: FEB 2007 SCALE: 1"= 20' DRAWN:TJR/MAM FILE: GMWL07 SHEET: P13 20 OF 24 SHEETS s nn o.. le mere, r en nn a. 010 ,11 ,111,71[1,11All cnn AR IA. tIAnnel n n,...n.. Onm nl CM on 2 flAOO Co RATA 000 r1.u0. DI AM DRAG IA A OQrjfn] P O m ORA S EOP GAS EOP PP GAS 0 (n 0 0 0 0 1 w e 0 N 0 Z D r INSTALL 275 LF OF 8" DIP OR PVC, SEE 1-\ D1i AND PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY STA 1+35 EAST, NEW FIRE HYDRANT INSTALL: 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 D1 STA 2+37 EAST L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 801 SFD GS SS 3 )1 STA 3+07 EAST L INSTALL NEW WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 807 2 2 i:b() co "WSGS SS SFD 1'-2' HIG WOOD W 1 1=OP WAY D m -rn ow CTII m SSMH Q g U rA 0 2 r Z m f GAS SS STA 2+60 Ef GS BEGIN STA 1+00 EAST r- SFD 800 ST SS GAS - DRIVE WAY STA 3+00 EAST AY I_ R WAY SS GAS --a DRIVE WAY SFD 806 STA 3+12 EAST R INSTALL NEW 1" WATER SERVICE LATERAL CONNECTION, WITH DOUBLE " SERVICE. 02ABANDON REMOVE EXISTING BOX AND EXISTING SERVICE, SEE GAS rWS t"WS SSMH REMOVE VALVE BOX AND PAVE OVER AT COMPLETION OF CONSTRUCTION, TYPICAL THREE THIS SHEET BEGINNING AT APPROXIMATELY STA 3+41 EAST INSTALL APPROXIMATELY 25LF CLASS 200 PVC OR CLASS 350 DIP SEE, GAS EOP SFD 812 SS SS VACANT 816 STA 3+58 EAST, INSTALL: 8" FLG TEE 3-8" FLG X MJ GATE VALVES 8" 45' ELBOW 8" MJ X 2" IPS CAP 2-2" IPS 45' GALV ELBOW W/THRUST BLOCK COMPRESSION COUPLING AS REQUIRED STA 3+68 EAST, CONNECT TO EXISTING 2" WATER MAIN CUT, CAP AND ABANDON EXISTING 2" WATER MAIN PER GENERAL NOTE 11 C1 D2 s,AN 1 D2 CSS 6 20 6370' 6365' 6360' 6355' 6350' 6345' STA 1+00 EAST STA 2+00 EAST STA 3+00 EAST EXISTIING GROUND- ELEVATION (n0 CI D OZ (j Z ;' + 0 -1.01 --I -I j I O _. Z -. 0 al C) = D f 1 < ( > M -i E M (n � D )).+ Tl P DD z(1) �- D M NJ m0 A Co m� r TIVISNI STA 4+00 EAST 07 N (n m 21 0 Pi Du, M> m � D m _ 77 <p 00 MC W r- 04 (A D 0 2 c NW c D D r CA 04 + -I+ M ( a) 73 O m D D D m z -I 6370' 6365' 6360' 6355' 6350' 6345' z_ Q 0 5 GARDNER 2007 GLEN ENT PROJECT LLI 0 Q 0 NLLJ Ir LiJ 0 W STA 1+05 LLJ LL 0 n� 0 _ DATE: FEB 2007 SCALE: 1"= 20' DRAWN:TJR/MAM FILE: GMWL07 SHEET: P14 21 OF 24 SHEETS STA 5+( a 0 N O 0, w 0 a 5 i D a 0- a Ui w 0 re a 0 0 w J C7 0- 0 O 7 0, 3 0 m U 0 ro z 0 P 5 00 STA 4+15 EAST L 0 WATER SERVI O REMOVE EX ABANDON EXISTIN kP a INSTALL 275 LF OF 8" DIP OR PVC, SEE INSTALL NEW i" ,E CONNECTION, STING BOX AND G SERVICE, SEE 00 s2 A D2 2 1839 5FD AND PROVIDE RESTRAINED JOINTS WHERE REQUIRED BY tws STA 4+99 EAST L INSTALL NEW i" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 D2 S 18/3 VACANT SS 18/ SFD ' WS SS R/ 44) P1 STA 4+00 EAST SFD 18/0 STA 4+75 EAST R INSTALL NEW a" WATER SERVICE CONNECTION, REMOVE EXISTING BOX AND ABANDON EXISTING SERVICE, SEE 2 D2 SS STA 6+36 EAST REMOVE EXISTING 6" X 4" FLG BRANCH TEE CLOSE AND INSTALL BLANK FLG AT EXISTING 4" GATE VALVE REMOVE EXISTING BOX AND RISER STA 6+27 EAST BEGIN DEMOLITION OF APPROXIMATELY 24LF OF EXISTING 6" WATER MAIN INCLUDING: 1851 6" GATE6"FLG VALVETEE GS DRIVE "ws VACANT oo �1 1 1 o NNJ SS SS GAS GS GS 5S P AS r 86/ VACANT GAS Td NIA/ c ---Dl ST DRIVE NEW 8" PIPELINE SS WAY 18/6 R/W Eta STA 6+ PP 1850 CONC. SS SSMH SDMH SS 00 EAST IED P. CURB & GUITEIr SS STA 6+33 EAST, CONNECT EXISTING FIRE HYDRANT INSTALL: 8" X 6" FLG BRANCH TEE STA 6+55 EAST, END PROJECT REMOVE EXISTING: 3 5"\ 8" X 6" FLG REDUCER D1 �Djy6" FLG COUPLING ADAPTOR INSTALL: 8" MJ X FLG GATE VALVE BOLT TO EXISTING 10" X 8" FLG CROSS 0 O 0. 0 J .14 SD EOR TOP SS S EOP SFD 1860 STA 3+00 EAST 6370' — 6365' — 6360' • 6355' — 6350' 6345' I • • STA 4+00 EAST STA 5+00 EAST STA 6+00 EAST STA 7+00 EAST EXISTING GROUND EL ATIO m Fri C) m z U) D r r r. D 33IA ]S i31VM J rn m D U) N D co 11VISNI 1St/3 A U) M cn MO X0) D � (3); D r CD ZN 33 In D _ 0) ' + —{ Co N M m 01 X D rn m U) 00w NDw D co D 01 p 0) + O+ r -Z01 >mc�n rn> xJ > --( -1 m D Z Z C 6370' 6365' 6360' 6355' 6350' 6345' :7 <cc F_ --7— s/ :D 0 C 0 0 LLJ z F— Q 0 0 IN F— LLJ 0 rl REPLACEMENT :z lJJ 0 L1J 0 F— L�.1 0 W K) Q (f) Q DATE: FEB 2007 SCALE: 1"= 20' DRAWN:TJR/MAM FILE: GMWL07 SHEET: P15 22 OF 24 SHEETS 2 a e 0 N n 0 0 U- ce cc cc0 LL LL ce C'1 P a a` 2 TRAFFIC CONTROL NOTES 1) ALL TRAFFIC CONTROL SHALL MEET OR EXCEED THE REQUIREMENTS AS OUTLINED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROL (CALTRANS) _ATEST EDITION & CrY OF SOUTH LAKE TAHOE STANDARDS, UNLESS NOTED OTHERWISE. IF )EVIATIONS 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 TR \FFIC 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 BOJND TRAFFIC ON JOHNSON BOULEVARD OF THE CONSTRUCTION WORK TIME AND DAYS AND OF P )SSIBLE TRAFFIC DELAYS. ALL MESSAGE BOARD CONTENT SHALL BE COORDINATED WITH THE ENG NEER. 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' MINIMUM. F_AGMAN SHALL BE LOCATED FAR ENOUGH IN ADVANCE TO CONTROL TRAFFIC THROUG -I THE WORK AREA. 5) PORTABLE DELINEATORS SHALL BE A MINIMUM OF 36" H GH AND P APART. ACED A MINIMUM OF 20 FEET 6) CONTRACTOR TO MAINTAIN ONE LANE OF FLAGGER CONTF'OLLED TRAFFIC AT ALL TIMES DURING CONSTRUCTION ACTIVITY. AFTER WORKING HOURS ALL TRAFFIC CONTROLS SHALL BE LIE - IED, TRAFFIC BARRIER REMOVED AND TRAFFIC FLOW RETURNED TO NORMAL. 7) CONTRACTOR SHALL MANAGE AND BE RESPONSIBLE FOR ALL TRAFFIC CONTROL OPERATIONS TO ENSURE PUBLIC SAFETY AND SHALL PROVIDE AN EMPLOYIIE TO 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. I25I MPH F DAD Y ORK A LEAD [ I25 i PH END ROAD WORK SIGNAGE SIGN STATE SYMBOL DESIGNATION 25 MPH END ROAD WORK TRAFFIC CONTROL WORK ZONE IN PROJECT AREA C> 200± 200± 0,4 200± l 25 MPH TAPER 100' WORK ZONE AS NEEDED C23 Cl C21 C20(Rt) C9 C36 W1(Rt) C30 W6 C14 200± s 00 TAPER 100' 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" 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 ROAD WORK AHEAD 25 MPH LEGE\D CONSTRUCTION/TRAFFIC CONTROL SIGN DELINEATOR DIRECTION OF TRAFFIC FLOW FLAGGER F EV MI z 0 CC W z rY C3 c C 0 ryW J C) 0 N U < 0 F -- EY W n zW LLI W LLJz C3 0 LLJ L — DATE: FEB FEB 2007 SCALE: NO SCALE DRAWN:TJR/MAM FILE: GMWL07 SHEET: Ti 23 OF 24 SHEETS END ROAD WORK l M.\Projects \Water\GIenWL & GMWL 2007\GNWL & GMWL\AutoCad Drawtngs\2007 GLEN RD & GARDNER MTN TRAFFICAwg, TRAFFIC 2, 3/26/2007 5.06.28 PM 25 MPH END ROAD WORK END ROAD WORK 25 MPH Mi 25 MPH =q y END ROAD WORK O END ROAD WORK V END ROAD WORK 25 MPH r• 25 MPH � i t END ROAD WOI K END ROAD WORK END ROAD WORK END ROAD WORK END ROAD WORK WF NTWOI \'T/ / LANE END ROAD WORK 25 MPH -7 ROAD WORK ) AHEAD 25 MPH 25 MPH 25 MPH END ROAD WORK 25 MPH PANT E FP LANE END ROAD WORK TAYLOR WAY G,A/ ON END ROAD WORK END ROAD WORK 25 MPH 25 MPH 25 MPH ROAD' WORK AHEAD END ROAD WORK 25 MPH 25 MPH F ROAD WORK AHEAD 25 I MPH J CLE \ ROAD 'ROW- CT AREA AI'DROAC WAR\I\G SIG\ PLACE VI- \T \0 SCALE CARD\ER VO, \TA PROJECT AREA AT2ROAC WAR\ S G\ PLACE v I \T \0 SCALE \G V Q z ID 0 I f: w ci 0 0 Q 0 LL w � z w Imo_ j 0 LH W 0 0 CN REPLACEMENT PROJECT DATE: FEB 2007 SCALE: NO SCALE DRAWN:TJR/MAM FILE: GMWL07 [SHEET: T2 24 OF 24 SHEETS