Loading...
WL162SOUTH TAHOE PUBLIC UTILITY DISTRICT HIGH\NAY 50 - 2004 WATER LINE REPLACEMENT SOUTH TAHOE PUBLIC UTILITY DISTRICT BOARD OF DIRECTORS JAMES R. JONES MARY LOU MOSBACHER DUANE WALLACE ERIC SCHAFER TOM COMTE GENERAL MANAGER RICHARD H. SOLBRIG P.E. APPROVAL: DATE: RICHARD H. SOLBRIG P.E. NO. CE 28283 SOUTH TAHOE PUBLIC UTILITY DISTRICT HWY 89 TO US HWY 80 & TRUCKEE 1' FEBRUARY 2004 HWY 267 TO TRUCKFF KINGS BEACH CARNELIAN RAY TAHOE CITY j LA HWY 431 TO US HWY 395 & RENO INCLINE VILLAGE KE TAHOE EMERALD BAY HWY.891 z CC 0 -J V 0 a N 4 P-4 v HW" 50 PIA:I'KKV I - _ .7 HWY 50 TO US HWY 395 & CARSON CITY SOUTH LAKE TAHOE i HWY.50 VICINITY MAP NO SCALE PROJECT LOCATION ' I I �Ba D) 1 �3 2 RE CORD DPAW G THIS RECORD DRAWING HAS BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. C2ME ENGINEERING 2744 SANTA CLAUS DRIVE SOUTH LAKE TAHOE, CA 96 1 50 TEL: (530) 577-6447 FAX: (530) 577-4003 E-MAIL.: CTWOMPY@C2ME-ENGINEERING.COM WEB: C2ME-ENGINEERING.COM ! n / - J P3 L- L J1 P4 6K, rig rco c-,; C4 k OR NV 1 - 300-227-2600 1 1 I I I 1 I I L 1 L 1 4 r -r r P5 P6 SHEET LAYOUT NO SCALE P7 SHEET INDEX SHEET TITLE G1 SHEET INDEX G2 GENERAL & NOTES D1 DETAILS D2 DETAILS D3 DETAILS P1 PLAN PROFILE STA 1+00 TO 6+30 P2 PLAN PROFILE STA 6+30 TO 11+31 P3 PLAN PROFILE STA 11+31 TO 15+62 P4 PLAN PROFILE STA 15+62 TO 20+61 P5 PLAN PROFILE STA 20+61 TO 25+55 P6 PLAN PROFLIE STA 25+55 TO 30+50 P7 PLAN PROFILE STA 30+50 TO 35+44 P8 PLAN PROFILE STA 35+44 TO 40+38 P9 PLAN PROFILE STA 40+38 TO 45+32 P10 PLAN PROFILE STA 45+32 TO 49+37 P11 BORE & JACK PROFILES T1 TRAFFIC CONTROL PLAN T2 TRAFFIC CONTROL DETAILS P8 P9 P10 /n z 0 (1, DESCRIPTION: PRELEASED TO CLIENT NUMBER: o I- a < o .4- o .4- r n 0 SCALE: AS SHOWN DRAWN: CMT DT: 2/04 SHEET: 2 OF 21 SHEETS) 91 9215-91110A95¢ 11/21/2004 61.59.11 M ABBREVIATIONS AB AC APPX AVE CF CL CPLG CSLT DI DIA DIP E EA ELEC ELEV ELL EP 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 M FR 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 REVEG RJ RT ROW SCH SD SDMH SF SHT SPEC SPPCO SO SS SSL SSMH ST STA STD STL STPUD STR T TAN TBC TBD TEMP TG TR TRPA TW TYP UG USFS UTIL V VAR W W/ WM WV YD AGGREGATE BASE ASPHALT CONCRETE APPROXIMATELY AVENUE AND CUBIC FEET CENTERLINE COUPLING CITY OF SOUTH LAKE TAHOE DRAINAGE INLET DIAMETER DUCTILE IRON PIPE EXISTING EACH ELECTRIC ELEVATION ELBOW EDGE OF PAVEMENT FINISHED GRADE FIRE HYDRANT FLOW UNE FLANGE FORCE MAIN GAS GUAGE 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 MIS0ELLEANOUS METAL 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 PUBLIC UTILITY DISTRICT STRUCTURE TELEPHONE TANGENT TOP BACK CURB TO BE DETERMINED TEMPORARY TOP OF GRATE TOP OF RIM TAHOE REGIONAL PLANNING AGENCY TRAVELLED WAY TYPICAL UNDERGROUND U.S. FOREST SERVICE UTILITY VERTICAL VARIES WATER WITH WATER METER WATER VALVE YARD ADDENDUM #1 GENERAL NOTES 1) CONTRACTOR SHALL HAVE SIGNED PLAI IS IN HIS POSSESSION PRIOR TO COMMENCEMENT OF WORK. 2) THE CONTRACTOR SHALL BE RESPONSI UTILITY COMPANIES AND/OR UTILITY DISTR ALL UNDERGROUND FACILITIES. LOCATION UTILITIES WHERE SHOWN ON PLANS ARE f INFORMATION. NO GUARANTEE IS MADE AS INFORMATION OR THAT ALL UTILITIES ARE CONTRACTORS RESPONSIBILITY TO LOCATE, EXISTING UTILITIES. THE CONTRACTOR OR CONTRACTOR SHALL NOTIFY MEMBERS OF OF PERFORMING EXCAVATION WORK BY 0/ 1 —800-642-2444. EXCAVATION IS DEFINE INCHES OF DEPTH BELOW THE EXISTING S 3) THE CONTRACTOR SHALL POTHOLE ALL PIPELINE ALIGNMENT IN ADVANCE OF INST, SHALL REPORT THE RESULTS OF THE POT PRIOR TO UNDERTAKING ANY CORRECTIVE REGARDING FACILITY LOCATION OR ALIGNMI NOTIFY THE ENGINEER. SHOULD ANY CORE TO NOTIFICATION, THE ENGINEER ASSUMES INCURRED FOR THIS WORK. 3LE FOR CONTACTING ALL OTS AS TO THE LOCATION OF AND DEPTH OF EXISTING ASED ON BEST AVAILABLE TO THE ACCURACY OF THIS SHOWN. IT SHALL BE THE PROTECT, AND MAINTAIN ALL / \NY SUBCONTRACTOR FOR THIS DIGS 48 HOURS IN ADVANCE LLING 541 —DIGS, AND AS BEING 18 OR MORE JRFACE. UTILITY CROSSINGS ALONG THE RATION. THE CONTRACTOR -IDLING TO THE ENGINEER. ACTION BY THE CONTRACTOR NT, THE CONTRACTOR SHALL ECTIVE WORK BE DONE PRIOR NO LIABILITY FOR THE COSTS 4) CONTRACTOR TO BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND ANY OTHER SL WVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS Of MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT 0 )NTRACTOR'S EXPENSE. 5) THE CONTRACTOR SHALL APPLY EITHER WATER OR DUST PALLIATIVE OR BOTH, AS REQUIRED AT THE OPTION C F THE OWNER OR HIS REPRESENTATIVE, FOR THE ALLEVIATION OF PREVENTION OF DUST NUISANCE. 6) THE CONTRACTOR SHALL COMPLY WITH THE TAHOE REGIONAL PLANNING AGENCY STANDARD CONDITIONS )F APPROVAL. A COPY OF THE PERMIT IS ON FILE AT THE DISTRICT OFFI( E. 7) THE CONTRACTOR SHALL COMPLY WITH THE STATE WATER QUALITY CONTROL BOARD WASTE DISCHARGE REQUI ?EMENTS FOR THIS PROJECT. 8) ALL EXISTING DISTURBED AREAS, BARE AREAS, AND AREAS DISTURBED BY CONSTRUCTION ACTIVITY WITHIN THE CC NSTRUCTION SITE, SHALL BE REVEGETATED WITH VEGETATION SPECIES IN ACCORDANCE WITH THE TAHOE REGIONAL PLANNING AGENCY'S STANDARD :ONDITION A.1 b OF ATTACHMENT R. 9) ALL EXCESS DIRT FROM THE PROJECT S TO BE REMOVED FROM THE SITE AND DISPOSED OF AT A SITE APPRO\ ED BY THE TAHOE REGIONAL PLANNING AGENCY. 10) ALL INTERTIES BETWEEN NEW WATER 1 AINS AND THE EXISTING WATER SYSTEM, INCLUDING NEW WATER SERVICE CONNECTIONS , SHALL ONLY BE MADE AFTER ALL PRESSURE TESTING AND DISINFECTION REQUIREMENTS ARE SATISFACTORILY MET. 11) AFTER THE NEW MAIN IS PLACED INTC MAINS, WHERE SHOWN ON THE PROJECT C ABANDONED IN PLACE BY CUTTING OUT A WELDING A CAP ON THE END OF THE PIR METHOD OF CAPPING. BLANK—FLANGE CAPE WHERE POSSIBLE. ALL EXISTING CORPORAT WATER MAINS ARE TO BE LEFT IN PLACE 12) THE CONTRACTOR SHALL PROVIDE, ON CONTINUOUS 12—GUAGE SOLID INSULATED THE PIPELINE AND PROVIDE ACCESS TO IF INSTALLATIONS. ALL TRACER WIRE SPLICES COPPER SPLIT NUT CONNECTORS. ON PIPE WIRE, CONTINUITY SHALL BE MAINTAINED B PIPELINES AND BETWEEN VALVE INSTALLATU SERVICE, THE EXISTING WATER RAWINGS, ARE TO BE SECTION OF PIPE AND LINE, OR OTHER APPROVED 'INC SHALL BE UTILIZED ON STOPS ON THE EXISTING THE CLOSED POSITION. ALL NON—CONDUCTIVE PIPING, 1:OPPER TRACER WIRE ALONG ACER WIRE AT ALL VALVE BOX SHALL BE MADE USING ONLY _INES NOT REQUIRING TRACER :TWEEN NEW AND EXISTING INS 13) ALL EXCAVATIONS SHALL BE BACKFILLED OR TRENCH PLATED AT THE END OF EACH DAYS WORK PER THE SPECI ICATIONS. EXCAVATIONS WITHIN EXISTING PAVED AREAS SHALL BE COLD PITCHED TO MATCH THE EXISTING PAVEMENT OR TRENCH PLATED W TH NON—SKID PLATES GROUND IN FLUSH WITH THE EXISTING. PAVEMENT SI IRFACE AT THE END OF EACH DAYS WORK. 14) WHERE NEW WATER MAINS ARE BEING INSTALLED IN PAVED SECTIONS THE MAXIMUM WIDTH FOR ASPHALT REPLAC EMENT THE CONTRACTOR SHALL BE PAID FOR IS THE OUTSIDE DIAMI TER OF THE NEW PIPELINE IN THAT AREA PLUS 36 INCHES. 15) OPERATION OF THE WATER SYSTEM AN BY THE OWNER/OPERATOR OF THE SYSTEM 16) CONTRACTOR EQUIPMENT AND EMPLOYE RESTRICTED TO ONLY THOSE AREAS NECES THE PROJECT. 17) CONTRACTOR EMPLOYEES SHALL NOT L BE REMINDED ONCE, AND BARRED FROM T 18) HOURS OF WORK WITHIN THE CALTRAN BETWEEN THE HOURS OF 7PM TO 6AM MO NIGHTS AS SPECIFIED IN THE ENCROACHME SEE SECTION 1-8, WORK SEQUENCE AND CONDITIONS. 19) NOTE THAT THE CITY OF SOUTH LAKE THE "SOUTH Y INTERSECTION IMPROVEMENT OF 2004. THE PROJECT AREA FOR THE 011 4+75± (SHEET P1) TO STATION 20+50± FOR THIS PROJECT SHALL COORDINATE WITI CITY PROJECT, PARTICULARLY WITH RESPEC 20) SBC PACIFIC BELL AND SIERRA PACIFIC MAKING IMPROVEMENTS TO THEIR SYSTEM II DUNLAP AND HIGHWAY 50 AND IN THE "Y" SHALL COORDINATE WITH THE CONTRACTOR PROJECT. OTHER UTILITIES SHALL BE ONLY. E VEHICLES SHALL BE ;ARY FOR CONSTRUCTION OF TIER. ANYONE LITTERING WILL IE SITE THEREAFTER. i RIGHT—OF—WAY SHALL BE JDAY THROUGH THURSDAY JT PERMIT FOR THE PROJECT. :ONSTRAINTS, OF THE SPECIAL TAHOE WILL BE CONSTRUCTING i" PROJECT BEGINNING IN MAY ( PROJECT IS FROM STATION SHEET P4). THE CONTRACTOR I THE CONTRACTOR FOR THE TO TRAFFIC CONTROL. POWER COMPANY WILL BE 1 THE VICINITY OF THE AREA. THE CONTRACTOR FOR THE SBC/SPPCO • 21) FOR THE PURPOSES OF THIS CONTRACT, CONTRACTOR SHALL ASSUME AN 18—INCH TO 24—INCH ASPHAL THICKNESS IN ALL PAVED AREAS. ADDENDUM #1 (GENERAL NOTES CON'T. 22) CONTRACTOR SHALL REMOVE THE MATERIAL GENERATED BY ALL SAWCUTTING OPERATIONS IMMEDIATELY AFTER SAWCUTTING BY USING A VACUUM. 23) NOTE THAT TRAFFIC DETECTOR LOOPS AND TRAFFIC CONTROLLER CONDUITS WILL NOT BE LOCATED AND ARE NOT PART OF THE USA SYSTEM. THE CONTRACTOR SHALL CONTACT CALTRANS AT THE NUMBER SHOWN ON THIS SHEET 2—WEEKS PRIOR TO CONSTRUCTION FOR LOCATION OF THESE FACILITIES FOR PURPOSES OF THIS CONTRACT IT IS ASSUMED THAT DETECTOR LOOPS ARE INSTALLED DIRECTLY IN THE PAVEMENT SECTION AND WILL BE REMOVED AND REPLACED WITH THE PIPELINE INSTALLATION, AND THAT THE LINES SERVING THE LOOPS AND JUNCTION BOXES ARE CONTROLLER CONDUITS THAT ARE NOT IN THE PAVEMENT SECTION AND CAN BE PROTECTED DURING CONSTRUCTION. SURVEY NOTES SURVEY INFORMATION IS BASED ON SURVEYS COMPLETED BY TURNER AND ASSOCIATES DATED 10/2003 AND 01/2004 PROPERTY LINES ARE FROM AN ALTERNATE SOURCE AND ARE APPROXIMATE. DESIGN CRITERIA HORIZONTAL LAYOUT: FOR HIGHWAY 50 & HIGHWAY(S) 50/89; PIPE CENTERLINE IS 5' OFF OF FOG LINE. FOR 'Y' AREA; 10' OFF OF RIGHT—OF—WAY. VERTICAL LAYOUT: MAINTAIN 4' OF COVER OVER PIPE & INCREASE DEPTH WHERE NECESSARY TO PROVIDE 12" OF CLEAR DISTANCE AT UTILITY CROSSINGS. AGENCY/UTILITY CONTACTS CALTRANS CHARLES BRASHEAR (SIGNAL CONTROL LOOPS) (916)859-7807 CITY OF SOUTH LAKE TAHOE PUBLIC WORKS DEPARTMENT (530)542-6030 SOUTH TAHOE PUBLIC UTILITY DISTRICT (530)544-6474 EL DORADO COUNTY DEPARTMENT OF TRANSPORTATION (530)573-3180 EL DORADO COUNTY ENVIRONMENTAL MANAGEMENT (530)573-3450 TAHOE REGIONAL PLANNING AGENCY (775)588-4547 AVISTA UTILITIES (NATURAL GAS) (800)227-9187 SIERRA PACIFIC POWER (ELECTRIC) (530)541 —1628 (775)689-4100 COLLECT SBC (TELEPHONE) 611 irC74!1 11 CA OR NV 1 -800-227-2600 DISTRIBUTION OF UNIT PRICE BID ITEMS ITEM UNIT fl E2 LEGEND EXISTING: EP, TBC: CONC, AC WALKS: LANE STRIPING: SEWER: WATER: GAS: ELECTRIC: TELEPHONE: STORM DRAIN: TRAFFIC LOOPS: 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: CSLT Y IMP'MTS: 90" ELBOW: 45' ELBOW: TEE: CROSS: REDUCER: WATER VALVE: FIRE HYDRANT: THRUST BLOCK: BLOWOFF: P4 PLAN SHEET e O 0 1 R8 Ex 1; 11 H -0 1 —0 14" WATER MAIN LF 530 PER FIELD PLANS/TJR 500 431 1 499 494 494 494 494 494 315 14" DIP IN EXISTING CASING LF 90 20" BORE & JACK W/8" DIP LF 72 69 24" BORE & JACK W/12" DIP LF160 SERVICES: t 3/4" Ea 1" Ea ' 2 1 7 4 A A 2 1 1 1 2 1 0 L1\ 1-112" Ea 1 2" Ea 1 4" Ea 1 CONNECT EXISTING SERVICE LINES: 6" Ea 1 8" Ea 1 1 INTERTIES Ea 2 2 1 1 2 1 2 FIRE HYDRANTS Ea 1 Al 1 1 1 1 2 1 0 A 1 BLOWOFFS Ea 1 2 0 1 3 1 CUT & CAP Ea 0 1 0/1\ 1 0 A WATER LINE PROTECTION AT SEWER CROSSINGS Ea 1 1 PAVEMENT REPLACEMENT SF 2365 2125 940 2125 2165 2265 2575 2310 2100 1465 2" PAVEMENT MILL & OVERLAY SF 6810 6120 2710 6110 6225 6525 7415 6640 6050 4215 1 J z 0 w a - DESCRIPTION: RELEASED TO CLIENT INCORPCSLT COMMENTS PER FIELD PLANS/TJR NUMBER: w a 0 a 0 ' a 0 - n n NI - 0 0 Z' O Ii' V W Z WIn 0 Z Z (0ao t� >m w U u w z a Z 00N(V)Nf Mwct0Uw W g°�°� 4. W V�rr2Z ZY n Lo Lit NgOO 2 N vF-"n-u V N O w a -,7- 1 N W H LL I1J r SCALE: AS SHOWN DRAWN: CMT DT: 2/04 SHEET: 2 3 OF 21 SHEETS) 0 co NOTE: 1) ALL AC PAVEMENT REPLACEMENT EXCEEDING 23" IN THICKNESS SHALL BE PLACED IN TWO EQUAL LIFTS. SAW CUT TYP. EXISTING A.C. PAVEMENT THICKNESS MAY VARY PROJECT EXCAVATED MATERIAL AS SPECIFIED (COMPACTED BACKFILL 95% RELATIVE COMPACTION) USE 2 -SACK SAND SLURRY PER CALTRANS SPECIFICATIONS FROM BOTTOM OF THE NEW ASPHALT TO 30" DEPTH WITHIN ALL PAVED AREAS ONLY. ADDENDUM #1 THICKNESS OF REPL \CEMENT AC PAVEMENT TO BE 4" THICK(2" TRENCH PATCH & 2" OVERLAY) TRACER WIRE (NOT REQUIRED WITH CONDUCTIVE I PIPE IF PERMANENTLY BONDED AT EACH JOINT.) CLASS 2 AGGREGATE NOTE: SEE DETAIL MILL AND OVERLAY D2 D1 WATER MAIN IS ABOVE 6 - SANITARY SEWER OR STORM SEWER LINE BASE 4 6" MIN 12" MAX 4 a a ea 4 a G C d 6" MIN 12" MAX D z z 5 12" TO TOP OF PIPE PIPE O.D. TYPICAL TRENCH SECTION — WITHIN PAVED AREAS NO SCALE 6 — SANITARY S .WER OR STORM SEW =R LINE 'ilio• i0 z w PLAN VIEW 10' MIN PROFILE WATER MAIN IS BELOW J --- NO JOINTS IN THIS AREA OR F -INCH MIN SAND CEM _NT SLURRY ENC 1/4SEMENT OR PIPE SLEI VE, SEE NOTE -- NO PIPE JOINTS IN THIS AREA OR 4 -INCH MIN SA JD CEMENT SLURRY ENCASEMENT OR PIPE SLEEVE, SEE NOTE NOTES: 1) WHERE THE WATER MAIN IS BELOW THE SEWER LINE, WHERE THE WATER MAIN IS LESS THAN 11 INCHES CLEAR ABOVE THE SEWER LINE OR WHERE A 10 -FOOT HORIZONTAL SEPERATION CANNOT BE MAINTANED, TI E 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 01 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 SAI ID 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 1S INSTALLED IN A PIPE SLEEVE THAT EXTENDS, WITHOUT 301 ITS, AT LEAST 10 -FEET ON EACH SIDE OF THE POINT OF CROSSING. ATERLINE PROTECTION AT SEWER CROSSING D1 NO SCALE REVEGETATION PER SPECS 2" HIGH MOUND PROJECT EXCAVATED MATERIAL AS SPECIFIED (COMPACTED BACKFILL (0 95% RELATIVE COMPACTION) 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) — 6" MIN 12" MAX 6" MIN 12" MAX PIPE OD 12" TYP (TYPICAL TRENCH SECTION — OUTSIDE PAVED AREAS D1 NO SCALE EXISTING GRADE w a a LL 0 a 0 1- 0 z 6" TRACER WIRE -- VALVE BOX, TYP. SEE NOTES LOOP 3 & 4 SAND SLURRY --- - BACKFILL, SEE NOTE 10 PVC RISER, SEE NOTE 3 12 GA. INSULATED COPPER TRACER WIRE, SEE NOTE 5 n GATE VALVE SIH SUPPORT MEM A LTT)__ EMERSON a (FT) 5' 1.5 13 a' 1.5 1.5 10' 2.0 2.0 12' 2.0 2.0 --J m 1. T Y' Y 'r's' 3 3 3 A r B - - INSTALL SELF CENTERING ALIGNMENT RING WITH SLIDING ADJUSTER, TYP. SEE NOTE 9 GAZE VALVE SUE 14' SUPPORT BLOCK DIMENSION A (TT) B (m 2.5 1 2.5 13' 2.5 2.5 IM' 3.0 30 NOTES: 1) GATE VALVES 14" DIAMETER AND SMALLER SHALL BE MUELLER OR APPROVED EQUAL AS PER AWWA C-509, RESILIENT RUBBER SEAT RING, WEDGE DISC, NON RISING STEM. BRONZE STEM NUT AND 0 -RING SEALS ABOVE AND BELOW THE THRUST COLLAR, WITH 2" SQUARE OPERATING NUT. VALVES 16" AND LARGER SHALL BE BUTTERFLY VALVES AS SPECIFIED AND SUBMITTED FOR APPROVAL. 2) THE MAIN LINE VALVE CLUSTER SHALL CONSIST OF A FLANGED TEE AND FLANGED X MECHANICAL JOINT VALVES, OR FLANGED COUPLING ADAPTORS. 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 12 GA. INSULATEDTRACER 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 THE SPECIFICATIONS. 8) CONCRETE FOR SUPPORT BLOCKS SHALL BE FORMED TO MAINTAIN MINIMUM 2" CLEARANCE FROM FLANGE BOLTS. 9) PROVIDE AND INSTALL SELF CENTERING ALIGNMENT RING WITH SLIDING ADJUSTER AS MANUFACTURED BY THE AMERICAN FLOW CONTROL CORP. AND SUPPLIED FOR A TRENCH ADAPTOR VALVE BOX ASSEMBLY. 10) THE REQUIREMENTS FOR TRENCH BACKFILL AT ALL INTERTIE VALVE CLUSTERS SHALL INCLUDE THE PLACEMENT OF 2 SACK SAND SLURRY WITHIN 3' OF ALL VALVE BOXES BETWEEN THE AB PIPE ZONE MATERIAL AND BOTTOM OF AC PAVEMENT. THIS REQUIREMENT SHALL NOT APPLY TO SINGLE VALVE INSTALLATIONS. (A)WATER VALVE DETAIL NO SCALL FITTING AND PIPE RESTRAINT LENGTH REQUIREMENTS w a,PVC a 0 La N TI c 90 •' BEND 45' BEND 22.5' BEND 11 .25' BEND TEE BRANCH W/TPLUG REDUCER DEAD END z J Z 6 8., 10' 1" 14,. 16" 18' 24 'PVC DIP PVC DIP PVC DIP DIP PVC DIP PVC PVC DIP PVC DIP 10' 11' 11' 13' 18' 15' 21' 18' 20' 19' 22' 24 27' i • is; 4 0 0 a 'O 8' 9' 23' 42' 12' 21' 3. 4' 1' 2' 1 1' 1'10' 1' 8' 4' 5' 5' 5' 8' 6' 2 2' 2' 3' 4' 3' 1' 1' 1' 1' 9' 11' 12' 23' 30' 55' 1' 1' 1' 1' 11' 13' 22' 40' 36' 66' Jr----- 2' 2' 1' 1' 18' 15' 31' 56' 42' 77' 9' 7' d 8' 9' 10' 11' 4' 3' 4' 4' 4' 5' 5' 2' 2' 4' 8' 21' 18' 39' 48' 70' 88' 2' 2' 2' 19' 20' 84' 53' 97' T 100' 61' 111' 78' 143' 16' 29' 32' 59' 19' 22' 2' 3' 24' 27' 73' 132' NOTES: 1) MINIMUM RESTRAINT LENGTH SCHEDULE BASED ON EBAA IRON WORKS RESTRAINT LENGTH CALCULATOR (WWW.EBAA.COM) FOR SOIL TYPE CL AND TRENCH TYPE 5. DUCTILE IRON PIPE VALUES ASSUME POLYETHELENE ENCASEMENT. 2) NUTS AND BOLTS ON ALL MJ FITTINGS SHALL BE PAINTED WITH TWO COATS OF COPPERS 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 WRAP SYSTEM IN ACCORDANCE WITH THE SPECIFICATIONS. 4) CONCRETE THRUST BLOCKING MAY BE REQUIRED IN CONJUNCTION WITH MECHANICAL THRUST RESTRAINT SYSTEMS IF DETERMINED NECESSARY BY THE DISTRICT ENGINEER. FINISHED GRADE SEE NOTE 10 - REGARDING TRENCH BACKFILL WITHIN 3 -FEET OF INTERTIE VALVE BOXES INSTALL SELF --- CENTERING ALIGNMENT RING WITH SLIDER ADJUSTOR (TYP) SEE NOTE 9 i i ,SEE NOTE 2 ----- (RESTRAINT LENGTH SCHEDULE D1 NO SCALE / TYPICAL VALVE BOX (SEE DETAIL 4/3) I BRASS NIPPLE & COMPRESSION TYPE TUBING CONNECTION / —INSTALL COMPRESSION COUPLING BEIWEEN NEW AND EXIST. MAINS CLAMP TRACER WIRE TO EXIST. MAIN, SEE NOTE 5 1 \\ SEE NOTES 3 & 6 EXIST. WATER MAIN \ 6 -INCH DIAMETER AND \ UNDER (2 -INCH SHOWN) - -\ SEE NOTE 4 - TYPICAL SUPPORT BLOCK NOTES: 1) ALL INTERTIES TO EXISTING WATER MAINS UNDER 6" SHALL CONSIST OF VALVES AND FITTINGS AS SPECIFIED AND CONFORMING TO AWWA C-509 AND C-110. 2) THE MAIN LINE VALVE CLUSTER SHALL CONSIST OF A FLANGED TEE AND FLANGED X MECHANICAL JOINT VALVES, OR FLANGED X FLANGED GATE VALVES WITH COUPLING ADAPTORS. 3) FOR WATER MAINS 2" AND UNDER THE INTERTIE BRANCH SHALL CONSIST OF A FLANGED BELL REDUCER FROM THE NEW WATER MAIN TEE TO 6", 6" FLANGED GATE VALVE AND 6" COMPANION FLANGE THREADED FOR THE APPROPRIATE SIZE INTERTIE PIPING. 4) THE INTERTIE SHALL CONSIST OF 200 PSI CLASS POLYETHYLENE TUBING HAVING THE SAME INSIDE DIAMETER AS CORRESPONDING SIZES OF IRON PIPE AND COUPLED TO THE EXISTING WATER MAIN USING AN APPROVED 4 BOLT COMPRESSION COUPLING. 5) THE 6 GA. 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) FOR WATER MAINS OVER 2" THE INTERTIE BRANCH SHALL CONSIST OF A FLANGED BELL REDUCER FROM THE NEW MAIN SIZE TO 6", 6" FLANGED GATE VALVE, 6" X APPROPRIATE SIZE FLANGED BELL REDUCER AND FLANGE X MJ COUPLING ADAPTOR. 7) ALL FLANGES TO BE BURIED, COAT ENTIRE ASSEMBLY WITH PETROLATUM SATURATED FABRIC TAPE WRAP SYSTEM IN ACCORDANCE WITH THE SPECIFICATIONS. 8) CONCRETE FOR SUPPORT BLOCKS SHALL BE FORMED TO MAINTAIN A MINIMUM 2" CLEARANCE FROM FLANGE BOLTS. 9) PROVIDE AND INSTALL SELF CENTERING ALIGNMENT RING WITH SLIDING ADJUSTER AS MANUFACTURED BY THE AMERICAN FLOW CONTROL CORP. AND SUPPLIED FOR A TRENCH ADAPTOR VALVE BOX ASSEMBLY. 10) THE REQUIREMENTS FOR TRENCH BACKFILL AT ALL INTERTIE VALVE CLUSTERS SHALL INCLUDE THE PLACEMENT OF 2 SACK SAND SLURRY WITHIN 3' OF ALL VALVE BOXES BETWEEN THE AB PIPE ZONE MATERIAL AND BOTTOM OF AC PAVEMENT. THIS REQUIREMENT SHALL NOT APPLY TO SINGLE VALVE INSTALLATIONS. 6 INTERTIE TO EXISTING MAINS UNDER 6" \p1 NO SC4.E- 1 z 0 1- ii0 co 0 RELEASED TO CLIENT 1 Er w CO D Z o is; 4 0 0 a 'O z_ z W U 5 0 u (3 z FC o w If) c 00 � • a di0 �UON W I.J.t0 O<NN� F w to (n 0 Z __, u r)2 • w a S N (n I— Li w W LIJ 5Q Cf) /n / U Q O W n Qi O ( LC) c) \r (O SCALE: AS SHOWN DRAWN: CMT DT: 2/04 SHEET: D1 4 OF 21 SHEETS J WY As•MIRr DRAW] -- CORP STOP 2" POLYETHYLENE BLOWOFF LINE CHRISTY B17 1 ?AFFIC RATED BOX W/ LID MARKE[ "WATER" (B16 BOX MAY BE USED V UNPAVED AREAS) THREADED CP 0 W/PLUG NOTE: ALL BLOWOFFS ARE TO BE REMOVED AFTER USE BY CLOSING THE CORP STOP AT THE MAIN AND REMOVING ALL APPURTENANCES APPROVED EPDXY COATED DUCTILE IRON OR BRASS SADDLE CLAMP WOF 02 NO SCALE DISTANCES SHALL BE UNIFORM FROM BACK OF PROPERTY LINE TO EDGE OF WATER BOXES 8" SDR 35 PVC RISER CURB STOP 2' MAX -y 6" SEE NOTE 7 1 Z _ co 12 GA. SOLID COPPER INSULATED TRACER WIRE CORP. STOP POLYETHYLENE TUBING SIZED AS INDICATED ON PLANS APPROVED DUCTILE IRON EPDXY COATED OR BRASS SADDLE CLAMP NOTES: 1) ALL SERVICE CONNECTIONS SHALL CONFORM TO Al EACH EXISTING SERVICE LINE. 2) NEW CURB -STOP SHALL BE SIZED AS INDICATED EQUAL WITH MUELLER #110/H15429 COUPLING. 3) CORPORATION STOP SHALL BE SIZED AS INDICATE[ EQUAL. 4) SINGLE HOUSE SERVICE SHALL BE in POLYETHYL[' POLYETHYLENE TO MUELLER H-15365 "U" BRANCH CO CONNECTIONS. 5) ALL WATER SERVICES SHALL HAVE A HAND TAMPEL SHALL HAVE 6" MINIMUM CLEARANCE ON EACH SIDE. 6) ALL WATER SERVICE SHALL BE POLYETHYLENE 200 CORRESPONDING SIZES OF IRON PIPE. 7) WATER VALVE BOX SHALL BE CHRISTY F8 OR G5 I OR APPROVED EQUAL. 8) ALL CORP -STOPS, CURB -STOPS AND POLYETHYLEP TESTED ALONG WITH THE NEW MAIN PRIOR TO BEING F 9) ALL TUBING CONNECTIONS SHALL BE THE COMPRE' 10) TRACER WIRE SHALL BE INSTALLED FROM THE NE REGARDLESS OF NEW WATER MAIN TYPE. ON CONDUC- I ICIN(: APPp(N/FTl CTAINII PCC Cirri rl AkAPR (-4WATER CD2 COMPRESSION COUPLING AS REQUIRED FOR POLYETHYLENE X TYPE SERVICE MAIL. -� 3/4" POLYETHYLENE TUBING ---Tha1/4 MUELLER #300/825171 CURB STOP 4" SDR 35 RISER NOTCHED TO FIT OVER CURB STOP AND SERVICE LINE POLYETHYLENE TUBING INTERTIE TO EXISTING WATER SERVICE LINE WITH COMPRESSION COUPLING, POLYETHYLENE X AS REQUIRED — CURB STOP (SEE NOTE 2) HIGHWAY PAVEMENT SURFACE TRACER WIRE (NOT REQUIRED WITH DUCTILE IRON PIPE WITH BONDING CABLES) MUELLER H-15365 "U" BRANCH MUELLER H-15429 COUPLING MUELLER #300/B25029 CORP. STOP SADDLE OFF MAIN W/1" TAP NEW PIPELINE -- CASING SPACERS SHALL BE MODEL PX MANUFACTURED BY CALPICO, OR APPROVED EQUAL. - 4' MIN. TO TOP OF CASING CARRIER PIPE (INCHES) CASING PIPE (INCHES) WALL THICKNESS (INCHES) 4 12 5/16 6 18 5/16 8 20 5/16 10 24 3/8 12 24 3/8 16 30 1/2 20 36 1/2 NOTES: 1) ALL WORK PERFORMED WITHIN THE CALTRANS RIGHT-OF-WAY, CITY OF SOUTH LAKE TAHOE RIGHT-OF-WAY OR EL DORADO COUNTY RIGHT-OF-WAY SHALL CONFORM TO THE ENCROACHMENT PERMIT ISSUED FOR THIS PROJECT. 2) ALL CASING END SEALS SHALL BE CALPICO MODEL C CUSTOM PULL -ON CASING END SEALS OR APPROVED EQUAL. 3) ALL CARRIER PIPING SHALL BE DUCTILE IRON WITH TR FLEX RESTRAINED JOINT, OR APPROVED EQUAL. CARRIER PIPE SHALL EXTEND A MINIMUM OF 6 LF. OUTSIDE OF CASING UNLESS OTHERWISE NOTED ON PLANS. 4) THE CONTRACTOR SHALL SET UP AND MAINTAIN BARRIERS AS SPECIFIED COMPLETELY AROUND BOTH BORE AND RECEIVING PITS DURING THE DURATION OF CONSTRUCTION IN THE "2BORE CASING—CROSSING OF PAVED HIGHWAY \S) NO SCALE 1" POLY • TUBING DOUBLE SERVICE 'WA C-800-84 AND BE INSTALLED FROM THE NEW MAIN TO N PLANS AND BE MUELLER #300/825171 OR APPROVED ON PLANS AND BE MUELLER #300/B25029 OR APPROVED E WITH in FITTINGS. DOUBLE HOUSE SERVICE SHALL BE 1" INECTION WITH TWO in CURB -STOPS AND SERVICE SAND BEDDING 9" ABOVE AND BENEATH THE TUBING AND PSI CLASS HAVING THE SAME INSIDE DIAMETER AS OR SINGLE SERVICE, AND CHRISTY B-9 FOR DOUBLE SERVICE E SERVICE LINES SHALL BE DISINFECTED AND HYDROSTATIC .ACED INTO SERVICE. ;SION TYPE; MUELLER OR APPROVED EQUAL. V MAIN ALONG NEW SERVICE LINE TO THE VALVE BOX IVE TYPE PIPELINES THE TRACER WIRE SHALL BE CLAMPED SERVICE DETAIL JO SCALE STANDARD 1 1/2" PENTAGON OPERATING NUT HYDRANT FLANGE TO BE MIN. 3" ABOVE GROUND WRAP TRACER WIRE AROUNG HYDRANT — FILTER FABRIC OVER DRAIN ROCK �. MIN. 12" - 3/4" DRAIN ROCK --- HYDRANT WEEP HOLE TO REMAIN CLEAR CONCRETE SUPPORT BLOCK CONFORMING TO SPECIFICATIONS - -- FEATHER AC OVER JOINT NOTE: APPLY TAC COAT AND INSTALL PETROMAT PAVEMENT REINFORCEMENT FOR PERPENDICULAR ROAD CROSSINGS TWICE AS WIDE AS THE TRENCH WIDTH. 0 0 m -- 4" OUTLET FACING STREET UNLESS OTHERWISE NOTED OR DIRECTED z 5 RESTORE TO PRE-EXISTING GRADE - 2" MILL AND OVERLAY, FOG LINE TO ADJACENT LANE LINE (12' WIDTH), EXTEND 10' BEYOND ALL PIPELINE TRENCH AND INTERTIE AREAS r3 -)GRIND AND OVERLAY \DZ NO SCALE fVALVE BOX & COVER SEE NOTE 3 D 0 m z 3Nfl 3NV1 2" PIPELINE TRENCH PAVEMENT PATCH, INSTALLED AS A SEPERATE LIFT BACKFILL AND COMPACTION REQUIREMENTS SPECIFICATIONS INSTALL SELF CENTERING PER ALIGNMENT RING SEE NOTE 9 - 8" PVC RISER PIPE SEE NOTE 5 6" FLGxMJ GATE VALVE, SEE PLANS / FOR LOCATION 12 GA. INSULATED COPPER TRACER WIRE - SEE NOTE 2 NOTES: 1) FIRE HYDRANT SHALL BE MUELLER A-421 "CENTURIAN" OR WATEROUS PACER TRAFFIC MODEL WB6700P WITH 2-23" HOSE NOZZLES AND 1-4" PUMPER NOZZLE AND CONFORM TO AWWA 0-502-80. 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 AND 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 ADAPTOR VALVE BOX ASSEMBLY - (5 FIRE HYDRANT DETAIL D22 NO SCALE z 0 w DESCRIPTION: I RELEASED TO CLIENT NUMBER: 0 w a 0 r 0 h 1.9 Z I 2 0 Ci 0 ILI z 111 Ow LI In Z ZZ0 to >� U u w Q Z Z oUN(iNE Wuj1OW U z o;NN20 UF -NN 2 z W LYU)I)°di L �1OON N =��_HU I� Owd U f NInI-LL W� 9 LTJ J • � W ::)upQ U o W 0 g 0(:) 0 Li) :3 (0 " SCALE: AS SHOWN DRAWN: CMT DT: 2/04 SHEET: D2 5 OF 21 SHEETS/ 23/2004 D7.20.5O M4 FINISHED GRADE - 12 GA. INSULATED SOLID COPPER TRACER WIRE -- 18" MAX 6" SDR 35 PVC RISER SUPPLY FROM DISTRICT SOURCE �\ z N 1 LJ OU LET TO PRt /PERTY OR EQI iIPMENT NOTES: 1) METER SHALL BE SENSUS SRII REGISTERING IN 100 CF AND MUST BE PROPERLY MOUN- ED ON FORD RESETTER MODEL VB43-W FOR %" OR FORD MODEL V844- W FOR 1" OR APPROV ID EQUIVALENT. 2) IN LIEU OF RESET TER, 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 FDR 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 RESETTERS OR IF RESLIIERS ARE NOT USED, IMMEDIATELY DOWNSTREAM OF METER. 5) METER BOX IN NONTRAFFIC AREAS SHALL BE "CHRISTY" MODEL B-16 WITH STEEL B -1E LID OR APPROVED EQUIVALENT INSTALLED NO LESS THAN 2" ABOVE FINISHED GRADE. BOXE LOCATED IN OR NEAR TRAFFIC AREAS SHALL BE H2O LOAD RATED INSTALLED }" 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 INSTP 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 - IED WITH PERMANANT TIES AT THREE EVENLY SPACED LOCATIONS TO THE RESETTER OR PIPING. 8) METER BOX MUST BE NO MORE THAN 18" FROM EXISTING DISTRICT SERVICE VALVE BOX 1.1\WATER METER DETAIL 3/4" TO 1 " D3/ NO SCALL_ \ STAKES ® 6' OC W/WELDED WIRE FABRIC. DRAPE FILTER FABRIC OVER FENCE AND TIE WITH TIE WIRES. BURY TOE OF \FILTER FABRIC IN 6"x6" TRENCH ON UPHILL SIDE %4 D3 1 NOTE: PLACE FENCING SUCH THAT STORM RUNOFF CANNOT PASS UNDER OR AROUND EROSION CONTROL FENCE NO SCALE FINISHED GRADE _J 12 GA. INSULATED SOLID COPPER TRACER WIRE - �- - 18" MAX --J - 4" SDR 35 PVC RISER SUPPLY FROM DISTRICT SOURCE -Th F. t N - BRONZE BOLTS, TYP BOTH SIDES, SEE NOTE 9 OUTLET TO PROPERTY OR EQUIPMENT NOTES: 1) METER SHALL BE SENSUS SERIES "W" TURBO -METER, SR POSITIVE DISPLACEMENT OR SRH COMPOUND REGISTERING IN 100 CF. 13" METERS SHALL BE INSTALLED USING FORD RESET IER MODEL V8846 -HB. FOR 2" METERS FORD MODEL VBB47-HB OR APPROVED EQUIVALENT SHALL BE USED. 2) IN LIEU OF RESEIIER, METER CAN BE MOUNTED ON TYPE K RIGID COPPER PIPE WITH FORD MODEL BFA13-666W ANGLE BALL VALVE FOR 13" OR BFA13-777W ANGLE BALL VALVE FOR 2". OVERALL DIMENSIONS MUST EQUAL THAT OF RESETTER INCLUDING 1" FORD MODEL 811 -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 B-36 WITH STEEL B-36 LID OR APPROVED EQUIVALENT INSTALLED NO LESS THAN 2" ABOVE FINISHED GRADE. BOXES LOCATED IN OR NEAR TRAFFIC AREAS SHALL BE H2O LOAD RATED INSTALLED 3" BELOW FINISHED GRADE. PROVIDE 3" RIGID INSULATION ABOVE METER IN BOX. 6) PROVIDE 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 RESEIIERS 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 PERMANANT TIES AT THREE EVENLY SPACED LOCATIONS TO THE RESETTER OR PIPING. 8) METER BOX MUST BE NO MORE THAN 18" FROM EXISTING DISTRICT SERVICE VALVE BOX. 9) BRONZE BOLTS AT METER FLANGES ONLY. / \D3�2" WATER METER DETAIL 1-1 /2" TO 2" NO `:CAI..L / 48" METAL T POSTS BEYOND DRIPLINE 48" HIGH ORANGE PLASTIC OR WIRE MESH FENCE 5\VEGETATION PROTECTION \D3 NO SCALE FINISHED GRADE / 12 GA. INSULATED SOLID COPPER TRACER WIRE - SUPPLY FROM DISTRICT SOURCE - - - - 18" MAX 4" SDR 35 PVC RISER 1 7 icist\:\ (/ x Q \ 18"MIN 12"MIN n7 1 Cf7j (/0 NUMBER_ aC Q DISMANTLING 0 F___, I I JOINT u j / LI 0 1 -'ter ii i • . eat_ , II . t18"MIN �'�I,� ��1 �j� PLAN VIEW NOTES: 1) METER SHALL BE SENSUS SERIES "W" TURBO OR SHR COMPOUND AS REQUIRED REGISTERING IN 100 CF. 2) METER SHALL BE INSTALLED AT A DEPTH OF NOT LESS THAN 36" AND NOT MORE THAN 48" MEASURED FROM THE TOP OF THE METER BOX TO THE TOP OF THE SUPPLY PIPE (SEE DETAIL). 3) REQUIRED DISMANTLING JOINT SHALL BE INSTALLED ON THE DOWNSTREAM OF METER AND UPSTREAM OF BYPSSS ISOLATION VALVE (SEE DETAIL). 4. METER BYPASS SHALL BE NO LESS THAN TWO NOMINAL PIPE SIZES LESS THAN THE METER SIZE FOR NON-CRITICAL SERVICES AND FULL METER SIZE FOR CRITICAL SERVICES. 5. REQUIRED INSULATED COUPLER SHALL BE LOCATED IMMEDIATLY DOWNSTREAM OF METER AND BYPASS. 6. METER BOX SHALL BE JENSEN PRE -CAST #466TA-1 WITH STEEL H-20 TRAFFIC LOAD #4878AT-TRF LID OR APPROVED EQUIVALET INSTALLED AT 13" TO 2 " ABOVE THE FINISHED GRADE IN NON TRAFFIC AREAS OR 3" BELOW FINISHED GRADE IN TRAFFIC AREAS (SEE DETAIL). 7. PROVIDE 1i" HOLE CENTERED IN METER BOX LID FOR TR/PL READER MOUNT AND INSTALL. ALLOW 3' OF EXCESS METER READER WIRE (SEE DETAIL). 8. METER BOX MUST BE NO MORE THAN 18" FROM EXISTING DISTRICT SERVICE VALVE BOX. STACK GRAVEL BAGS TIGHTLY AROUND DROP INLET ABUTTING CURB. USE DROP INLET FILTERS AS NECESSARY 6 '\DRAINAGE INLET SEDIMENT PROTECTION D3 SCALL (3)WATER METER DETAIL 3" TO 6" X37 NO SCALE 12" FIBER OR COIR ROLL 4" TRENCH - WOOD STAKES / BOUND AT TOP r— FINISHED /GRADE NOTE: ALIGN FIBER ROLL ALONG CONTOURS 7 FIBER ROLL PLACEMENT Day NO SCALE OUTLET TO PROPERTY OR EQUIPMENT Z 0 W DESCRIPTION_ RELEASED TO CLIENT J 12"MIN 18"MIN 12"MIN 1 NUMBER_ aC Q 0 11- u j a� 0 o I t18"MIN PLAN VIEW NOTES: 1) METER SHALL BE SENSUS SERIES "W" TURBO OR SHR COMPOUND AS REQUIRED REGISTERING IN 100 CF. 2) METER SHALL BE INSTALLED AT A DEPTH OF NOT LESS THAN 36" AND NOT MORE THAN 48" MEASURED FROM THE TOP OF THE METER BOX TO THE TOP OF THE SUPPLY PIPE (SEE DETAIL). 3) REQUIRED DISMANTLING JOINT SHALL BE INSTALLED ON THE DOWNSTREAM OF METER AND UPSTREAM OF BYPSSS ISOLATION VALVE (SEE DETAIL). 4. METER BYPASS SHALL BE NO LESS THAN TWO NOMINAL PIPE SIZES LESS THAN THE METER SIZE FOR NON-CRITICAL SERVICES AND FULL METER SIZE FOR CRITICAL SERVICES. 5. REQUIRED INSULATED COUPLER SHALL BE LOCATED IMMEDIATLY DOWNSTREAM OF METER AND BYPASS. 6. METER BOX SHALL BE JENSEN PRE -CAST #466TA-1 WITH STEEL H-20 TRAFFIC LOAD #4878AT-TRF LID OR APPROVED EQUIVALET INSTALLED AT 13" TO 2 " ABOVE THE FINISHED GRADE IN NON TRAFFIC AREAS OR 3" BELOW FINISHED GRADE IN TRAFFIC AREAS (SEE DETAIL). 7. PROVIDE 1i" HOLE CENTERED IN METER BOX LID FOR TR/PL READER MOUNT AND INSTALL. ALLOW 3' OF EXCESS METER READER WIRE (SEE DETAIL). 8. METER BOX MUST BE NO MORE THAN 18" FROM EXISTING DISTRICT SERVICE VALVE BOX. STACK GRAVEL BAGS TIGHTLY AROUND DROP INLET ABUTTING CURB. USE DROP INLET FILTERS AS NECESSARY 6 '\DRAINAGE INLET SEDIMENT PROTECTION D3 SCALL (3)WATER METER DETAIL 3" TO 6" X37 NO SCALE 12" FIBER OR COIR ROLL 4" TRENCH - WOOD STAKES / BOUND AT TOP r— FINISHED /GRADE NOTE: ALIGN FIBER ROLL ALONG CONTOURS 7 FIBER ROLL PLACEMENT Day NO SCALE OUTLET TO PROPERTY OR EQUIPMENT Z 0 W DESCRIPTION_ RELEASED TO CLIENT J PER FIELD PLANS/TJR 1 NUMBER_ aC Q 0 11- u j a� 0 o 0 z_ W ld z_ z W 2 N U 0 to wa 0• Ufs NCC D 0.40® U <NN�O N. z I` H In In O 4i Q456 N cn co CT J X a r 0 w a ? NU) w� 0 y U z 1u w w z 2 U z Lb 0 J 7 - SCALE: AS SHOWN DRAWN: CMT DT: 2/04 SHEET: D3 6 OF 21 SHEETS) r 1 CLOSE VALVE AND REMOVE VALVE BOX AT COMPLETION OF CONSTRUCTION STA 1+05 74L, CONNECT TO EXIST 2" STL STA 1+46, INSTALL: 14" FLGx8" JNJ FLG BRANCH TEE, 14" FLGxMJ GATE VALVE, 14" FLGxMJ CPLG ADAPTOR, APPX 4 LF OF 8" PVC OR DIP PIPE WATERLINE PROTECTION AT SEWER CROSSING, SE * SEE DETAIL 2, SHEET R1 STA 1+10 87 L, CONNECT TO EXIST 8' STL, INSTALL: /1\ 8" 90' MJ ELBOW W/THRUST BLOCK, APPX 35 LF OF 8" RESTRAINED JOINT PVC OR DIP PIPE / / /1/ 20'x30' SENDING PIT SEE DETAIL 3, SHEET R1 STA 1+45 87 L, INSTALL: 1Q 8" FLG CROSS, 3-8" FLGxMJ GATE VALVES, 2-8" MJ CAPS, 8" FLGxMJ CPLG ADAPTOR, APPX 12 LF OF 8" RESTRAIJED JOINT PVC OR DIP PIPE INSTALL BLOWOFF, SEE 1 CD2 • 10'x10' RECIEVING PIT / STA 2+01 / A SEE DETAIL 1 SHEET R1 STA 1 +00, BEGIN PROJECT, INSTALL: 14" X 8" FLG TEE, 14" FLGxMJ GATE VALVE W/MJ CAP, 14" FLGxMJ CPLG ADAPTOR, 14"x8" X 6" FLG REDUCER, J3" 6" FLGxMJ GATE VALVE, APPX 15 LF OF 8" RESTRAINED JOINT PVC OR 9+P PIPE 6275' 6270' rt 6365' 6260' 6255' STA 1+00 STA 1+00 15 R, CONNECT TO EXIST 8" STL, INSTALL: 8" FLG x MJ 90' ORANCf 1 FCC, 8" FLGx MJ GATE VALVE, 8" FLGxMJ CPLG ADAPTOR, COMPRESSION COUPLINGS AS REQUIRED. CLOSE VALVE ON EXISTING 8" STL, CUT EXIST PIPE AND INSTALL CAP OR PLUG ON GATE VALVE AND REMOVE VALVE OOX AT COMPLETION OF CONSTRUCTION. • TREATED GROUNDWi LINE, STPUD TO P1 INFORMATION FOR NOTE THAT THIS 5' OF THE USA LOCA] 1 06 4 YD ANT IN AL x6" BR Gx, J E STA 2+0C 0 o u, O D Z z 0 0 X CD ET)m Z rn -o w -40 r -4 V ------ STA 1 +45 78L, INSTALL: 8" MJx2" FLG BRANCH TEE, 2" FLG GATE VALVE, 2" COMPANION FLG W/MALExPOLY ADAPTOR, APPX 40 LF OF 2" POLYETHYLENE TUBING STA 1+45 75 L TO STA 1+46 3L, INSTALL: APPX 72 LF 20"94 STL CASING BY BORE AND JACK METHOD. INSTALL 8" RESTRAINED JOINT DIP PIPE, CASING SPACERS AND END SEALS, SEE 2 D2 STA 1+85 17 R, INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING METER AND BOX AND ABANDON EXISTING SERVICE, SEE AND 1 kD2 4 STA 3+00 1�I -T 1. 0 TER DISCHARGE OV/DE CONTACT 7ELD LOCATION. C2ITY IS NOT PART ON SYSTEM. NEW F 4JEE ALVLV SY F LD 40 STI STA 3+00 N STA 1+45 83L, INSTALL: 8" MJx6" FLG BRANCH TEE, /1\6" FLGxMJ GATE VALVE, 6" 90' MJ ELBOW, APPX 28 LF OF 6" RESTRAINED JOINT PVC OR DI PIPE SEE DETAIL 3, SHEET R1 STA 1 +54 64L, CONNECT TO EXISTING 6" STL, INSTALL: 6" 90' MJ ELBOW W/THRUST BLOCK - - PROTECT DRAINAGE INLET, TYPICAL OF 3 THIS SHEET, SEE D3 STA 4+00 STA 5+00 STA 3+18 17 R, NEW FIRE HYDRANT, INSTALL: 14"x6" BRANCH MJ TEE, 6" FLGxMJ GATE VALVE, ARE HYDRANT ASSY. VERIFY LOCATION IN FIELD W/ENGINEER. REMOVE EXISTING FIRE HYDRANT, SEE STA 2+87, INSTALL: 14" MJxB" FLG BRANCH TEE, 8" FLG GATE VALVE W/BLIND FLG REMOVE VALVE BOX AND PAVE OVER AT COMPLETION OF CONSTRUCTION PIPELINE PLAN 1 "=20' EXISTING GRADE 0 PIPE ALIGNMENT STA 4+00 0 v V) 0 ?7 N pD M (44 0 70 CCD Z PROFILE HORZ: 1"=20' VERT: 1"=-5' 4" CL235 DR18 PVC -- INSTALL 6,810 SF MILL AND OVERLAY, SEE 3 D2 STA 5+00 0 0 STA 6+00 W Z J 0 Q 0 tO c0 0 N 0_ W N W W zi 0 STA 5+38 18 R, INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING METER AND BOX AND ABANDON EXISTING SERVICE, SEE t, AND INSTALL 530 LF OF 14" DH' -9f- PVC RESTRAINED JOINT PIPELINE, SEE AND O 1 N m ()t O m m STA 6+00 D2 1 D3 RECORD DRAWING THIS RECORD DRAWING HAS BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. LU z J U Q 0 6275' 6270' 6365' 6260' 6t ._.. J z 0 o± DESCRIPTION: RELEASED TO CLIENT INCORP CSLT COMMENTS PER FIELD PLANS/TJR NUMBER: o C 0 13/8/o4 —1 L1/04 1 - < o n NEERING tn W 1 N U O w E• a (fluid -0 0 • 0 'f O ® = 40 V r E -EN GI N E ERI NG.COM u t0 z w w z 0 z =lnID••U V J .. NWE-LL ws 2 sc) r n •� C / Q o LLI U o o LC) (f ) 0 0 /Q V / SCALE: 1"=20' DRAWN: CMT DT: 2/04 SHEET: P 1 7 OF 21 SHEETS/ 6275' 6270' 6365' 6260' 6255' STA 6+00 A STA 7+45 18 R, CONNECT EXIST 6" SERVICE LINE, INSTALL: 14" MJx6" FLG BRANCH TEE, 6" FLGxMJ GATE VALVE, 2-6" MJ 45' ELBOWS, APPX 20 LE OF 6" RESTRAINED JOINT PVC eR Bt. PIPE, COMPRESSION CPLGS AS REQUIRED, THRUST BLOCK (0 CONNECTION STA 7+00 STA 6+00 STA 7+00 0 WATERLINE PROTECTION AT SEWER CROSSING,. SEE 4� INSTALL 6,120 SF MILL AND OVERLAY, SEE INSTALL 500 LF OF 14" DIP OR PVC RESTRAINED JOINT PIPELINE, SEE AND za. r �LLJ vJ% LULL/ 0 STA 8+00 r --- REMOVE VALVE BOX AND PAVE OVER AT COMPLETION OF CONSTRUCTION, TYPICAL OF 3 THIS SHEET PIPELINE PLAN 1"=20' STA 9+00 14" CL235 DR18 PVC Y D N PROFILE HORZ: 1"=20' VERT: 1"=5' PROTECT DRAINAGE • INLET, SEE 6 D3 STA 8+81 18 R, INSTALL NEW 2" METERED WATER SERVICE CONNECTION, REMOVE EXISTING METER AND BOX AND ABANDON EXISTING ERVICE, SEE C4 AND1 � D2 D3 STA 10+00 EXISTING GRADE 0 PIPE ALIGNMENT RECORD DRAWING THIS RECORD DRAWING HAS BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. STA 11+00 • N --1.V) 444(.0 O-0Nri cn V Ci t'') 0 W N W W (1) 6275' 6270' 6365' 6260' 6255' J z 0 z 0 P 0 0 N W o RELEASED TO CLIENT PER FIELD PLANS/TJR NUMBER: 1 0 woo o M \ 0 U 0 Z - 00 w • d1 V E S w O N w V O 0 W Oct0@jw Q IR R 7 w (5 ZlnIf) OW a g O O f (') UN D J X Q m N (1)I-it w3 4) r SCALE. 1"=20' DRAWN: CMT DT: 2/04 SHEET: P 2 8 OF 21 SHEETS,/ 14•' CL235 DR18 PVC r DEFLECT PIPE AWAY FROM DRIP LINE, INSTALL TREE PROTECTION, TYPICAL 4 TREES THIS SHEET, SEE 5 03 STA 11+99 INSTALL 14" 45' MJ ELBOW INSTALL 431 LF OF 14" DIP—OP PVC RESTRAINED JOINT PIPELINE, SEE AND D1 01 2 STA 11+39 39 R, INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING METER AND BOX AND ABANDON EXISTING SERVICE, SEE %41 AND 1 D3 FU)1RE CIN SOUTH Y IMPROVEMENTS -- PROTECT DRAINAGE INLET DURING CONSTRUCTION, SEE �81 / --- STA 14+04 21 L TO STA 15+08 98 L INSTALL APPX 160 LF 24"0 STL CASING BY BORE AND JACK METHOD. INSTALL 12" RESTRAINED JOINT DIP CARRIER PIPE, CASING SPACERS AND END SEALS, SEE • /e i / 10'x10' RECIEVING PIT , SEE DETAIL 5, SHEET R1 STA 15+08 106 L, CONNECT TO EXIST 12" GV, INSTALL: 12" FLGxMJ CPLG ADAPTOR, APPX 12 LE OF 12" RESTRAINED JOINT DIP OR PVC PIPE, 12" 90' MJ ELBOW co cv `04 cz cy co h --INSTALL BLOWOFF STA 12+00 tt sob STA13+00 i 's C900. 38' 0 Q 8" C.I. 45' MJ W/ RESTRAINT GLAND 8" C.I. 45' MJ W/ RESTRAINT GLAND STA 14+84 INSTALL 14" 224' AND 11i' FLG MJxMJ ELBOWS 76'400 O STA 11+48 43 R, NEW FIRE HYDRANT, INSTALL: • 14"x6" BRANCH MJ TEE, 6" FLGxMJ GATE VALVE, FIRE HYDRANT ASSY. VERIFY LOCATION IN FIELD W/ENGINEER. REMOVE EXISTING FIRE HYDRANT, SEE 5 D2 6275' 6270' 6365' 6260' 6255' STA 11+00 CV 1' 1\ STA 12+76 86 31 R, CONNECT EXIST 8" SERVICE LINE, INSTALL: 14' MJx8" FLG BRANCH TEE, 8" FLGxMJ GATE VALVE, APPX 34 L OF 8" RESTRAINED JOINT PVC 6R --DIP PIPE, COMPRE ;SION CPLGS AS REQUIRED STA 12+00 W z J F- Q �_tn D m 0 W rn cc, STA 13+00 20'x30' SENDING PIT INSTALL BLOWOFF, SEE 1 D2 i / TREATED GROUNDWATER DISCHARGE LINE, STPUD TO PROVIDE CONTACT INFORMATION FOR FIELD LOCATION. NOTE THAT THIS FACILITY IS NOT PART OF THE USA LOCATION SYSTEM. PIPELINE PLAN 1 "=20' EXISTING GRADE 0 PIPE ALIGNMENT STA 14+00 u) °a. 0) r• STA 13+97 20 L, INSTALL: 12" FLGxMJ GATE VALVE, 12" FLG 90' ELBOW, 12" FLGxMJ 223' ELBOW APPX 7 LF OF 12" RESTRAINED JOINT PVC PIPE /AEE DETAIL 4, SHEET STA 13+97 INSTALL: 2-14" FLGxMJ GATE VALVES, 14" FLGx12" MJ BRANCH TEE, APPX 20 LF OF 12" RESTRAINED JOINT PVC OR DIP PIPE, 5 D1/ SEE STA 15+00 W Z J U 0_ ---- INSTALL 2,710 SF MILL AND • OVERLAY, SEE RECORD DRAWING THIS RECORD DRAWING HAS BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. STA 16+00 A w N PROFILE HORZ: 1"=20' VERT: 1"=5' • 1 6275' 6270' 6365' 6260' 6255' 1' REVISIONS: DESCRIPTION: RELEASED TO CLIENT INCORP CSLT COMMENTS PER FIELD PLANS/LIR NUMBER; !W ; v \ a \ 0 0 n r\i 7 0 u d z O W to z Zu b cc • ¢ W Z CR) r„,N. N w V O O w -)0 0 0 Nw Nz ¢ W _ to 0 W tl) li ¢ w O • W J X ✓ w ¢ NWI-L. w� J 1' SCALE: 1 "=20' DRAWN: CMT DT: 2/04 SHEET: J p �7 9 OF 21 SHEETSJ 1 6275' 6270' 6365' 6260' 6255' INSTALL 6,11( SF MILL AND OVEf LAY, SEE 3 D2 STA 16+-69- 56 19 R, CONNECT EXIST 8" SERVICE LINE, INSTALL: 14"x8" MJ TEE, 8" MJ GATE VALVE, APPX 20 LF OF 8" RESTRAINED JOINT PVC OR DW' PIPE, COMPRESSION CPLGS AS REQUIRED 15' FROM TEE TO VALVE STA 16+00 STA 17+00 M 0 W W W N 1 1• EXISTING GRADE 0 PIPE ALIGNMENT STA 18+00 Lo a W 2 (f) W W co I " PERMA` STA 19+00 PIPELINE PLAN 1"=20' STA 18+00 STA 20+00 1 1 STA 21+00 STA 19+00 INSTALL 499 LF OF 14" DFP --43R PVC RESTRAINED JOINT PIPELINE, SEE 1 AND 01 D 1/ STA 20+00 O RECORD DRAWING THIS RECORD DRAWING HAS BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. X co X CO ti A 4 V) en x - - xn - D= 4 D= V 1. V -I 1..) A -IN a G) N Z K PROFILE HORZ: 1"=20' VERT: 1 "=5' 4" CL235 DR18 PVC d W W 1 6275' 6270' 6365' 6260' 6255' i N z 0 w cc DESCRIPTION: 1 RELEASED TO CLIENT PER FIELD PIANS/TJR ei La m s D o DATE: a 111/04 0 a n Iii W z W 2 N U f 0 U C: z it 0 2 0 0 >°' wu 62a wL U,,(r)Ne dui tO0w �OVO@jw g=(o�,Z UHN 2Z Z Y !n QooR� J0")01 ON T in In U d F d D _jk a CO N cn FW li W s 1 c m O Q 0 "mow N J CY .v � r << w k I O 0 m `n-3: Cl_(f) ifs / SCALE: 1"=20' DRAWN: CMT DT: 2/04 SHEET: P4 10 OF 21 SHEETS/ -s 0_ w S N W W V7 • • Z J (0 0 N NSTALL 494 LF OF 14" DIP--ORr PVC RESTRAINED JOINT PIPELINE, SEE /"Th2 AND CDVV INSTi LL 6,225 SF MILL AND OVERLAY, SEE 4,1 0 STA 21+00 18' FROM VALVE TO FH STA 20+67 24 R, NEW FIRE HYDRANT, INSTALL: 14"x6" BRANCH MJ TEE, 6" FLGxMJ GATE VALVE, FIRE HYDRANT ASSY. VERIFY LOCATION IN FIELD W/ENGINEER. REMOVE EXISTING FIRE HYDRANT, SEE 5 D2 6270' 6365' 6260' 6255' 6250' SEE DETAIL 6, SHEET R1 STA 21+93 9 L, CONNECT TO EXIST 8" PERMASTRAND (FIBERGLASS), INSTALL: 8" 45' MJ ELBOW W/THRUST BLK, OWNER SUPPLIED PVC INSERT, CUT AWAY EXISTING STL CASING AS NECESSARY TO MAKE CONNECTION - --- STA 20+78 28 R, INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING METER AND BOX AND ABDON EXIST' SERVICE, SERVICE, SEE AND 2 1 D3 STA 21+00 m EXIST -1-2-" OR l* 7 6" STL CASING' ST *4 22+00 MI 0 0 221' FROM VALVE AT JAMES AVE --- CONNECT TO EXISTING 8" PERMASTRAND (FIBERGLASS) IN JAMES AVENUE, INSTALL: 8"x6" FLG TEE, FLGxMJ GATE VALVE, 2-8" FLG CPLG ADAPTORS W/OWNER SUPPLIED PVC INSERTS T, AP AN AB D E TI " 4" AT IN PE G R N E E CT N 8 W K EQ NC A C SST P CI AIN T C DIT NS STA 23+00 0 0 221'- "PERMASTRAND 9,110D STA 24+00 STA 23+92 80 L, INSTALL NEW 13" 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING METER AND BOX AND ABANDON EXISTING SERVICE U STA 24+04 80 L, INSTALL NEW 4" METERED WATER SERVICE CONNECTION INCLUDING APPX 220 LF OF 6" SERVICE. LINE FROM 8" PERMASTRAND (FIBERGLASS) IN JAMES AVE. AS SHOWN, RELOCATE METER BOX OUT OF DRIVEWAY, REMOVE EXISTING METER ND BO ND ABANDON EXISTING SERVICE, SEE 4 AND CD2 Dai 0, STA 25+00 REMOVE VALVE BOXES AND PAVE OVER AT COMPLETION OF CONSTRUCTION STA 22+00 m THITASH]WOEE Ss_ PI 1• OF 2 m SEE DETAIL 6, SHEET R1 STA 21+98, INSTALL: 14"x8" FLG TEE, 2-14" FLGxMJ GATE VALVES, 8" FLG GATE VALVE, 8" FLGxMJ 45' ELBOW, APPX 11 LF OF 8" RESTRAINED JOINT PVC ' 9f? 6H' PIPE, SEE%5� D1 14" CL235 DR18 PVC PIPELINE PLAN 1 "=20' STA 23+00 EXISTING GRADE 0 PIPE ALIGNMENT re - STA 23+63 28 R, INSTALL NEW 13" METERED WATER SERVICE CONNECTION, REMOVE EXISTING METER AND BOX AND ABANDON EXISTING SERVICE STA 24+00 STA 24+90 28 R, INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING METER AND BOX AND ABANDON EXISTING SERVICE RECORD DRAWING THIS RECORD DRAWING HAS BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. STA 25+00 STA 24+77 28 R, INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING METER AND BOX AND ABANDON EXISTING SERVICE, SEE AND D3 tD d W 2 W W (n PROFILE HORZ: 1"=20' VERT: 1"=S' > cnm20 W n W PI U) D M M73 G_ A M 627C' 6365' 6260' 6255' 6250' J vi Z 0 01 ± Q -J a 0 U o RELEASED TO CLIENT l CC 0) z CI a 0 w Li a w a NUMBER: o - "t , -,,t o 2 O (7 z 0 0 >- W" E a Cu z C0Urmcy� N V O U w 3 ¢ w � Z Y U O N�OCO OON I W) in J O tt g J J X Q m r O w a 2 N Cn h L_ il s f - i 1 SCALE 1"=20' DRAWN: CMT DT: 2/04 SHEET: p 5 11 OF 21 SHEETS) 6260' 6255' 6250' 6245' 6240' INSTALL 494 LF OF 14" Dlf OR PVC F ESTRAINED JOINT PIPELINE, SEE 1 2lAND w D1 D1 Z J 1() D_ U INSTALL 6,525 SF MILL ANC OVERLAY, SEE M to LL) + IA) in N n 0Or° a a �O°da °4OCua bi,b 3 D2 STA 26+00 SEE DETAIL 1, SHEET R2 STA 28+91, INSTALL: 14"x12" FLG TEE, 2-14" FLGxMJ GATE VALVES, 12" FLGxMJ GATE VALVE, APPX 44 LF OF 12" RESTRAINED JOINT PVC OR DII' PIPE V0AP ND B 0 E TIN W R INNALOTSS10SU E ND ORTOF Hc. PON IOp STA 28+91 37 R, INSTALL: 12"x6" MJ TEE, APPX 14 LF OF 6" RESTRAINED JOINT PVC OR DIf PIPE STA 27+00 STA 28+00 WATERLINE PROTECTION AT SEWER CROSSING, SEE REMOVE AND REPLACE SIGNAL INDUCTOR LOOP O O M n w 2 In w w N STA 29+00 STA 30+00 STA 26+61 28 R, INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING METER AND BOX AND ABANDON EXISTING SERVICE, SEE A AND STA 26+69 28 R, INSTALL NEW WATER SERVICE CONNECTION, REMOVE METER AND BOX AND ABANDON SERVICE, SEE METERED EXISTING EXISTING 4 AND /1\ D2 STA 26+00 • r• STA 27+00 8" SIL STA 28+66 37 R, NEW ARE HYDRANT, INSTALL: 6" FLGxMJ GATE VALVE, FIRE HYDRANT ASSY. VERIFY LOCATION IN FIELD W/ENGINEER. REMOVE EXISTING FIRE HYDRANT, SEE — 5 D2� STA 28+77 37 R, CONNECT TO EXIST 4" $TL, INSTALL: 6" MJx 4" FLG BRANCH TEE W/THRUST BLK, 4" FLGxMJ GATE VALVE PIPELINE PLAN 1 "=20' STA 28+00 -1 j D w D m N m N 17 o) m 0 Cr) n Or m m w PROFILE HORZ: 1 "=20' VERT: 1"=5' • NOTE: LIMITS OF PAVEMENT MILL AND OVERLAY SHALL BE 10 -FEET BEYOND THE LIMIT OF EXCAVATION FOR ALL SIDE STREETS EXISTING GRADE ® PIPE ALIGNMENT STA 29+00 - CLOSE EXISTING VALVE & REMOVE VALVE BOX UPON COMPLETION OF CONSTRUCTION Q SEE DETAIL 1, SHEET R2 STA 28+91 44 R, INSTALL: 12" MJx 6" FLG BRANCH TEE W/12" MJ CAP, 6" FLGxMJ .GATE VALVE, APPX 10 LF OF 6" RESTRAINED JOINT PVC OR DIP PIPE STA 28+81 44 R, CONNECT TO EXISTING 6" STL, INSTALL: 6" MJ 90' ELBOW W/THRUST BLK PROTECT DRAINAGE INLET, TYPICAL OF 3 THIS SHEET, SEE (gam D3/ STA 26 29+79 28 R, INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING METER AND BOX AND ABANDON EXISTING SERVICE RECORD DRAWING THIS RECORD DRAWING HAS BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. STA 30+00 6260' 6255' 6250' 6245' 6240' 1 REVISIONS: DESCRIPTION: RELEASED TO CLIENT INCORPCSLT COMMENTS PER FIELDPLANS/TJR NUMBER: o - 4.0 w 13/4/04 0 111/04-._ -1 0 n K i 0 U z 0 ( Z� 00 >o) wu E a w 0 i w V O U D oCCOO® F to in 0 w1oo� tm Li? . . 'Cr Dti J X N O O w a 5 2 N(nF-Il. u z w w z 0 z w i 0 m w 1 1 _1 o -I,, LC) • U 11rl L LLJ • C:)Qo J Ln cy Lc) U LIJ N Q Q r/3 q) LiJ O J o LL I--- I No "ma 3 L0 Ci) Q 1 SCALE: 1"=20' DRAWN: CMT DT: 2/04 SHEET: P6 12 OF 21 SHEETS' r 6260' 6255' 6250' 6245' 6240' UT CA AA: D STI 471n4E 1- TS E PE AL ' ON 101 SEE DETAIL 3, SHEET R2 STA 32+70 INSTALL:® 14"x8" FLG CROSS, 2-14" FLGxMJ GATE VALVES, 2-8" FLGxMJ GATE VALVES, APPX 46 LF OF 8" RESTRAINED JOINT PVC OR DIP PIPE, SEE REMOVE AND REPLA( E SIGNAL INDUC OR LOOP PROTECT DRAINAGE INLET, TYPICAL OF 3 THIS SHEE i, SEE 6,0 -- STA 32+44 92 L, CONNECT TO EXST 8" STL, INSTALL: .4 8" 90' MJ ELBOW W/THRUST BLOCK, APPX 26 LF OF 8" RESTRAINED JOINT PVC OR DIP PIPE C REMOVE AND REPLACE SIGNAL INDUCTOR LOOP STA 31+00 STA 31+05 28 R, INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING METER AND BOX AND ABANDON EXISTING SERVICE, SEE t1 AND - %, STA 31+00 O 15'x30' SENDING PIT SEE DETAIL 2, SHEET R2 -- STA 32+69 92 L, INSTALL: ® 8" FLG TEE, 8" FLGxMJ CPLG ADAPTOR, 2-8" FLGxMJ GATE VALVE, MJ CAP, APPX 16 LE OF 8" RESTRAINED JOINT PVC OR DIP PIPE STA 32+69 76 L TO STA 32+69 8 L INSTALL APPX 69 LF 20"0 STL CASING BY BORE AND JACK METHOD. INSTALL 8" RESTRAINED JOINT DIP CARRIER PIPE, CASING SPACERS AND END SEALS, SEE STA 33+00 1 6" Sit 8" STL 041 / JUT AP ANP AB E QU D S «NT OF H SP. IA COWOITI STA 32+27 38 R, NEW FIRE HYDRANT, INSTALL: 6" FLGxMJ GATE VALVE, FIRE HYDRANT ASSY. VEF FY LOCATION IN FIELD W/ENGINEER. F EMOVE EXISTING FIRE HYDRANT, SEE 144ST L FTOW F,VS E PScit (0, STA 32+00 REMOVE AND REPLACE SIGNAL • INDUCTOR LOOP NOTE: LIMITS OF PAVEMENT MILL AND OVERLAY SHALL BE 10 -FEET BEYOND THE LIMIT OF EXCAVATION FOR ALL SIDE STREETS " 10'x10' RECIEVING PIT i INSTALL 494 LF OF 14" BIP 6R PVC RESTRAINED JOINT PIPELINE, SEE AND - --- INSTALL 7,415 SF MILL AND OVERLAY, SEE i REMOVE VALVE BOX AND PAVE OVER AT COMPLETION OF CONSTRUCTION 6" STL STA 34+00 STA 35+00 co 0 W 2 STA 33+28 28 R, INSTALL NEW i" METERED WATER SERVICE CONNECTION, REMOVE EXISTING METER AND BOX AND ABANDON EXISTING SERVICE, SEE (4 AND \ D2 STA 32+75 38R, CONNECT TO EXIST 8" PVC, INSTALL: 8" MJ 90' ELBOW W/THRUST BLOCK SEE DETAIL 4, SHEET R2 STA 32+69 38 R, INSTALL: m 8" FLGxMJ TEE, 8" FLGx6" MJ REDUCER, 8" FLGxMJ GATE VALVE, APPX 6 LF OF 8" RESTRAINED JOINT PVC OR DI(' PIPE PIPELINE PLAN 1 "=20' EXISTING GRADE 0 PIPE ALIGNMENT " STA 33+00 14 CL235 DR18 PVC PROFILE PROFILE HORZ: 1"=20' VERT: 1"=5' m 0 m STA 34+00 TRAFFIC CONTROL NOTE: FOR SIDE STREET WORK AT INTERSECTIONS, CONVERT SIGNAL TO FLASHING RED AND PROVIDE FLAGGERS. ONLY ONE-HALF OF THE STREET SHALL BE CLOSED AT ONE TIME. RECORD DRAWING THIS RECORD DRAWING HAS BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. STA 35+28 27 R, INSTALL NEW 2" METERED WATER SERVICE CONNECTION, REMOVE EXISTING METER AND BOX AND ABANDON EXISTING SERVICE, SEE 4 AND 2-\ D3i STA 35+00 1 • In PI CO 0 m 6260' 6255' 6250' 6245' 6240' z 0 In re z 0 R 0 0 w w 0 RELEASED TO CLIENT INCORP CSLT COMMENTS 1 PER FIELD PLANS/TJR ww m D Z 0 .- - - n o n n - Z ce W Z 0 Z W Id 2 N \U SCALE: 1"-20' DRAWN: CMT DT: 2/04 SHEET: p 7 13 OF 21 SHEETS,/ 6260' 6255' 6250' 6245' 6240' N 0_ w 2 W Id PROTECT DRAINAGE INLET, TYPICAL OF 3 THIS SHEET, SEE -------- 6\ D3 / STA 36+05 29 R, INSTALL NEW 1" METERED WATER SERVICE CONNECTION, REMOVE EXISTING METER AND BOX AND ABANDON EXISTING SERVICE, SEE AND STA 36+00 11 INSTALL 494 LF OF 14" DIP OR PVC RESTRAINED JOINT PIPELINE, SEE INSTALL 6,640 SF MILL AND OVERLAY, SEE 0 STA 37+00 3 D2 STA 38+00 STA 39+69 INSTALL: 14" MJx6" FLG BRANCH TEE, 6" FLGxMJ GATE VALVE, APPX 33 LF OF 6" RESTRAINED JOINT PVC OR- DIP PIPE STA 39+00 Id z J 0 a OD O 0) rn 0- Ld IiJ Id in 22' OF 6" C900 STA 40+00 8' OF 6" C900 0 3'-6" FROM FH TO 1' m SERVICE SADDLE RECORD DRAWI JC THIS RECORD DRAWING HAS BEEN F REPARED BASED IN PART ON INFORMATION PROVIDE) BY OTHERS. STA 36+00 STA 36+14 32 R, NEW FIRE HYDRANT, INSTALL: 14"x6" BRANCH MJ TEE, 6" FLGxMJ GATE VALVE, FIRE HYDRANT ASSY. VERIFY LOCATION IN FIELD W/ENGINEER. REMOVE EXISTING FIRE HYDRANT STA 37+00 PIPELINE PLAN 1'=20' STA 38+00 ) STA 39+47 17 R, NEW FIRE HYDRANT, INSTALL: 6" MJ 45' ELBOW, 6" FLGxMJ GATE VALVE, FIRE HYDRANT ASSY. VERIFY LOCATION IN FIELD W/ENGINEER. REMOVE EXISTING / FIRE HYDRANT, SEE 5 D2 93' OF 6" C900 m STA 39+69 25 R, INSTALL 6" MJ TEE - STA 39+69 33 R, INSTALL: 6" MJx2" FLG BRANCH TEE W/6" MJ CAP, 2" FLG GATE VALVE, 2" COMPANION FLG W/ MALExPOLY ADAPTOR, APPX 12 LF OF 2" POLYETHYLENE TUBING, COMPRESSION CPLGS AS REQUIRED EXISTING GRADE @ PIPE ALIGNMENT , STA 39+00 A STA 39+81 33 Rl 118R, CONNECT TO EXISTING 1" STL NOTE: LIMITS OF PAVEMENT MILL AND OVERLAY SHALL BE 10 -FEET BEYOND THE LIMIT OF EXCAVATION FOR ALL SIDE STREETS 14" CL235 DR18 PVC 0_ PROFILE HORZ: 1 "=20' VERT: l"=5' 0 V) 0 -1 z 4 (O 0 + m m x -H r / STA 40+00 --- EXISTING 3/4" SERVICE m EXISTING 1" GALV. MAINLINE Id z JJ 0 0) d 6260' 6755 6250' 6;1451 6240' z 0 w DESCRIPTION: RELEASED TO CLIENT INCORP CSLT COMMENTS PER FIELD PLANS/TJR w m z O 0 3/8/04 11/04 w a o n 2 N U 2 0 u (3 z CL 0 tic -) w E • Q w U r M N w'OU goto@ ¢Nrw Q Y In In 0 Q a00 J 0')(l U N 2 In In J Nt 0 4 NWF-L w 2 0 U 0 z Id w LZ' z 0 Z w 5 N 0 66w / SCALE: 1"=20 DRAWN: CMT DT: 2/04 SHEET: P 8 14 OF 21 SHEETS r INSTALL 494 LF OF 14" 00 0 W 2 (n W W (n STA 40+00 W Z J PVC RESTRAINED JOINT PIPELINE, SEE C1 \ C2AND — -\ 01i D1 U Q REMOVE AND REPLACE SIGNAL INDUCTOR LOOP 00 h7 O rF 3 LD1 STA 41+00 STA 40+00 6255' 6250' 6245' 6240' 6235' //R E DEO C 27 AN 189' FROM CAP OFF POINT TO. VALVE AT JAMES AVE. AND TAHOE KEYS BLVD. INTERSECTION EXISTING SERV/CE CUT, CAP AND ABANDON EXISTING 6" STL WATER LINE PER GENERAL NOTE 1 1 , SEE SECTION 1-8, WORK SEQUENCE AND CONSTRAINTS, OF THE SPECIAL CONDITIONS O 189' A 42+00 STA 41+00 • C31 STA 43+00 4 6" STL 0 0 STA 431-8-7 75 27 R, INSTALL NEW Q 13 METERED WATER SERVICE CONNECTION, REMOVE EXISTING METER AND BOX AND ABANDON EXISTING SERVICE 4' FROM CAP OFF TO EXISTING SERVICE STA 43+79 15 R, NEW FIRE HYDRANT, INSTALL: 14"x6" BRANCH MJ TEE, 6" FLGxMJ GATE VALVE, FIRE HYDRANT ASSY. VERIFY LOCATION IN FIELD W/ENGINEER. REMOVE EXISTING FIRE HYDRANT, SEE -.-------J STA 42+00 PIPELINE PLAN 1'=20' STA 43+00 5 D2 EXISTING GRADE p PIPE ALIGNMENT 14" CL235 DR18 PVC r• PROFILE HORZ: 1"=20' VERT: 1"=5' 0 4- / INSTALL 6,050 SF MILL AND OVERLAY, SEE 3 02y STA 44+00 0 io DO STA 44+00 • 1 STA 45+00 STA 44+13 27 R, INSTALL NEW 13 METERED WATER SERVICE CONNECTION, REMOVE EXISTING METER AND BOX AND ABANDON EXISTING SERVICE, SEE 41 AND 2 D2 D3 RECOPD DRAWING THIS RECORD DRAWING HAS BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. STA 45+00 O D_ rri n nn rn rcNC5 CN 2 A mCO �Co Pi+ 130 0 0 0 -1 00 ti CD 2 CO Z CI JS 6255' 6253' 6245' 6240' 6235' 1 1 REVISIONS: DESCRIPTION: RELEASED TO CLIEN RP CSLT COMMENTS wt 0 a n 0 SCALE: 1 "=20' DRAWN: CMT DT: 2%04 SHEET: J ` 15 OF 21 SHEETS/ / 1 / 6250' 6245' 6240' 6235' 6230' 0) a W (1) uJ W Lid Cn W Z J 2 0 N LCD STA 45+00 STA 45+00 0 I1J z J 0 F— Q 0 STA 46+00 WATER LINE PROTECTION AT SEWER CROSSING, SEE -- 4 D1 4 INSTALL 315 LF OF 14" DIP OR PVC RESTRAINED JOINT PIPELINE, SEE %2AND - --- DD1 01 /3\ INSTALL 4,2 5 SF MILL AND OVERLAY, SEE - 'J D2 STA 46+00 14" CL235 DR18 PVC STA 47+00 / — STA 48+06 INSTALL 14" 45' MJ ELBOW STA 48+00 PROTECT DRAINAGE INLET, TYPICAL OF 3 THIS SHEET, SEE NOTE: LIMITS OF PAVEMENT MILL AND OVERLAY SHALL BE 10 -FEET BEYOND THE LIMIT OF EXCAVATION FOR ALL SIDE STREETS STA 474-00 PIPELINE PLAN 1'-20' EXISTING GRADE ® PIPE ALIGNMENT STA 48+00 PROFILL HORZ: 1"=20' VERT: 1"=5' EXIST 24" STEEL CASING' 14" PVC m 7 fzz 211.0W, m SEE DETAIL 5, SHEET R2 STA 48+47, CONNECT TO EXIST 8" PVC, INSTALL: 14" FLG TEE, 14" FLGxMJ GATE VALVE, 14"x8" FLG REDUCER, 8" FLGxMJ GATE VALVE, 14" FLGxMJ CPLG ADAPTOR SEE \ /g","0,77/7/A0 — 10'x20' PIPE REPLACEMENT PIT STA 49+00 • STA 48+49 TO STA 49+35, REMOVE 8" CARRIER PIPE FROM EXISTING 24"0 STL CASING AND INSTALL APPX 90 LF OF 14" RESTRAINED JOINT DIP CARRIER PIPE, CASING SPACERS AND END SEALS, SEE D2 STA 49+37, END PROJECT, REMOVE 2 -DOWNSTREAM VALVES FROM EXISTING VALVE CLUSTER AND CONNECT TO EXISTING 14" VALVE, INSTALL: 14" FLGxMJ. CPLG ADAPTOR, 14" PVC OR DIP PIPE, LENGTH AS REQUIRED TO ACCOMODATE EXISTING CASING ALIGNMENT, 14" MJ 45' ELBOW RECORD DRAWING THIS RECORD DRAWING HAS BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. U o a Oo 14 CO U D DJ -11' c CID 0 A op 0 D71) -13 -D m ) m D m O in O D Z Z A 4.0 C) -1- X +x N - O A mDD0 STA 50+00 • 6250' 6245' 6240' 62.55' 6230' REVISIONS: DESCRIPTION: RELEASED TO CLIENT INCORP CSLT COMMENTS PER FIELD PLANS/TJR CO z 0 w Q 0 0 0 n o Ct 0 CD 5 0 u 0 z a 0 In - .- PO >a) wu u Er coN E cnwa0uw It9°- Q ~r N z w to In 011-1 • go co " • SImLn•jU • D J X< N N ow<2 NWF-tiw§ m� W 0 N N) r� V J W t Ll__! 0 0 _S CD LL I--- I 0 LC) z Z SCALE: 1'1=20' DRAWN: CMT DT: 2/04 SHEET: I 10 16 OF 21 SHEETS) 6275' 6270' 6365' 6260' 6255' STR STA 0+00 STR STA 1+00 EXISTIN : GRADE ® PIPE ALIGNMENT 8" CARRIER PIP _ Q E, 20 0 CASI1 G 6275' 6270' 6365' 6260' 6255' r a r W D CO rnz Z + + O� oN m Cr) 9 J �r r ti 0 11. N_ 2 Z 0 CO (n x • D (T • + 171 4s m CO CAr- 03 r B STREET 30RE AND JACK PROFILE HORZ: 1 "=20' VERT: 1 "=5' STR STA 0+00 6275' 6270' 6365' 6260' 6255' NOTE: CONTRACTOR TO POTHOLE EXISTING UTILITIES ALONG BORE ALIGNMENT AND ADJUST VERTICAL CLEARANCE AS NECESSARY TO AVOID DAMAGE SEE SHEET P1 FOR PLAN VIEW STR STA 1+00 EXISTING GRADE ' PIPE ALIGNMENT 6255' 6250' 6245' 6240' 6235' STR STA 2+00 N O r N 0 r m D Z N A 4t + O s 4s ONISVD TLS N r DUNLAP BORE AND JACK PROFILE HORZ: 1"=20' VERT: 1"=5' 7 (0 CO 0 N D OD Z m— Z 01 0 w r STR STA 0+00 EXISTING GRADE 0 PIPE ALIGNMENT 8" CARRIER PIPE, 20"m CASING STR STA 1+00 CO 0) orw cn rnGI NJ 04 -23 c0D D + rnrnO+ n co: rn co co r N N r r ^ O 1 0 �-I • • THIRD ST BORE AND JACK PROFILL HORZ: VERT: 1"--=5' STR STA 3+00 NOTE: CONTRACTOR TO POTHOLE EXISTING UTILITIES ALONG BORE ALIGNMENT AND ADJUST VERTICAL CLEARANCE AS NECESSARY TO AVOID DAMAGE SEE SHEET P3 FOR PLAN VIEW CO LO • D Z D N N W N -i N • t 0 t (n 4> ✓ v m m X CO (n r n 6255' 6250' 6245' 6240' 6235' NOTE: CONTRACTOR TO POTHOLE EXISTING UTILITIES ALONG BORE ALIGNMENT AND ADJUST VERTICAL CLEARANCE AS NECESSARY TO AVOID DAMAGE SEE SHEET P7 FOR PLAN VIEW RECORD DPAWING THIS RECORD DRAWING HAS BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. 6275' 6270' 6365' 6260' 6255' z 0 0_ a 0 0 N W PRELEASED TO CLIENT RELEASED TO CLIENT INCORP CSLT COMMENTS PER7FIELD PLANS/TJR NUMBER:._ o o - a o o o o �� n 0 o � M) d- 0 '-, CO n o 0 r 0 z_ w w W 2 U 2 O. w 0 w (1) Z w cn Ec" Q W UmN u) vz 0 u 30 "Z 0 @) cod} N r w rr Fa Yin u) ti Z• g00i- mco LO "t F --- N 0 w a S_ N(!)E-ll L i •� QII, n ' W L1J ry I�r U Lli Q W t c O O -� LNC 0 l` O o m 73II) (0 u J SCALE: 1 "=20' DRAWN: CM! DT: 2/04 SHEET: p 1 1 17 OF 21 SI EETS J r HAIL 1 14" C.I. RESTRAINT M.J. CAP 14" GV RS FLANGED X ALA W/ RESTRAINT GLAND 14" X 14" X 8" C.I. FLANGED TEE 14" :.I1 FLANGED X M.J. ADAM TCR W/ RESTRAINT GLAD D ! 14" C905 6" COMPRESSION COUPLING - 4'.. EXISTING 6.05 0.D. STEEL DETAIL 4 12" C.I. 223' M.J. W/RESTRAINT GLAND 12" C.I. FLANGED X M.J. ADAPTOR W/RESTRAINT GLAND 12" C.I. FLANGED 90' 2" CURB STOP VALVE 4" C905 8" X 6" Cil. REDUCER MJ W/ RES -RAINT GLAND 6" GV RSI FLANGED X MJ W/ RE ;TFRAINT GLAND 8" C.I. 90' FLANGE X MJ W/ RESTRF NT GLAND STA. 1 +00 FITTING DETAIL, NOT TO SCALE 12" D.I. IN CASING 12" C900 3' LONG C900 1'-6" LONG -- 12" GV RS F ANGED X M.J. W/ RESTRAIN GLAND 14" C.I. FLAN( ED X M.J ADAPTOR W/R=STARAINT GLAND 14" C.I. FLAN ;ED TEE 14" GV F S FLANGED X MJ W/ REST AINT GLAND I 14" GV RS FLANGED X M.J. W/RESTRAINT GLAND STA. 13+97 FITTING DETAIL NOT TO SCALE 14" C905 DETAIL 2 8" C.I. FLANGED X M.J. ADAPTOR W/ RESTRAINT GLAND 8" C.I. FLANGED TEE r 8" COMPRESSION COUPLING 0 8" GV RS FLANGED X FLANGED 8" X 6," C.I. FLANGED REDUCER 8" BLIND FLANGE EXISTING 2" GALV DETAIL 5 24" STEEL CASING STA. 1+10 87L FITTING DETAIL NOT TO SCALE 12" C900 O 0 12" GV RS FLANGED EXISTING wh \v/ i 12" FLANGED X M.J. ADAPTOR A// W/ RESTRAINT GLAND 2' 2 12" D.I. IN CASING STA. 15+08 106L FITTING DETAIL NOT TO SCALE 12" C.I. 90' MJ W/ RESTRAINT GLAND • 3 =TAIL 3 8" CV RS FLANGED X MJ W/ RESTRAINT GLAND 8" C900 0 0 2" PE CTS 2" GV RS FLANGED X FLANGED 8" X 2" C.I. FLANGED REDUCER 8" C.I. FLANGED TEE 8" C.I. FLANGED X M.J. ADAPTOR W/ RESTRAINT GLAND DETAIL 6 8" C.I. 90' X M.J. UP W/ RESTRAINT GLAND EXISTING 16" STEEL CASING EXISTING 8" PERMASTRAND — 14" C905 8" C900 6' LONG 8" C.I. RESTRAINT M.J. CAP / r 2' OF 8" C900 8" GV RS FLANGED X MJ / / / / W/ RESTRAINT GLAND -- 8" C.I. FLANGED CROSS - 8" GV RS FLANGED X MJ W/ RESTRAINT GLAND ----- 2' OF 8" C900 8" X 2" C.I. RESTRAINT M.J. CAP 411. � 'j 8" X 6" C.I. FLANGED TEL "1f0' ��/ 6" GV RS FLANGED X MJ W/ RESTRAINT GLAND elm 2' OF 8" C900 8" C.I. 90' MJ W/ 041- RESTRAINT GLAND TEEL CASING 17. 3'6" 22' 1 7' 4 i STA. 1 +45 FITTING DETAIL NOT TO SCALE • ON- 4'-.- 8" C.I. 90' MJ W/ RESTRAINT' GLAND 8" X 6" C.I. REDUCER MJ W/ RESTRAINT GLAND 8" COMPRESSION COUPLING 8" C900 RECORD DRAWING THIS RECORD DRAWING HAS BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. 14" GV RS FLANGED X M.J. W/RESTRAINT GLAND - 8" C.I. M.J. 45' W/ RESTRAINT GLAND 104 8" C.I. M.J. 45' W/ RESTRAINT GLAND 8" GV RS FLANGED X M.J. W/ RESTRAINT GLAND - 12" X 8" C.I. FLANGED REDUCER 14" C90t 14" GV RS FLANGED X MJ W/ RESTRAINT GLAND STA. 21+93 FITTING DETAIL NOT TO SCALE 14" C.I. FLANGED TEE z 0 w ce DESCRIPTION: i PER FIELD PLANS/TJR_ NUMBER: C a 0 a 0 - w W W z_ i3 z W Id N U 2 0 0 7 w 0 w in _ z L ( U O 61 w J E a l °UrolNz Nui'tOUw O V O U w U�co`? z rr < Lc) 0 '``' a<oo N U)=(0L12; i ---CLL N 0 w a?c(Pw NU1t-LL w� J 2 SCALE: 1"=20' DRAWN: TJR DT: 11/04 SHEET: 18 OF 21 SHEETS) DETAIL 1 14" GV RS FLANGE X M.J. W/ RESTRAINT GLAND - 14' C.I. FLANGED TEE 14" GV RS FLANGE X M.J. W/ RESTRAINT GLAND 14 X 12" C.I. FLANGED REDUCER 1;" GV RS FLANGE X M.J. WRESTRAINT GLAND X 4" C.I. FLANGE T 6" GV RS FLANGE X M.J. W/ RESTRAINT GLAND 4" GV RS FLANGE X M.J. W/ RESTRAINT GLAND 3' or 4" C900 4" 0.1, M.J. 45' W/ RESTRAINT GLAND 2' OF 4" C900 4" C.I, M.J. 45' W/ RESTRAINT GLAND 4" COMPRESSION DETAIL 1 1 0 C.I. ' LANGED X M.J. ESTR INT 4" C905 12" X TEE W C.I. ' LANCED X M.J. ESTR INT 12" C. .J. C P W/ RESTR N 6" GV RS - ' NGE X M.J. W/ REST•, I GLA D STA. 28+91 FITTING DETAIL NOT TO SCALE 14" GV RS FLANGED X M.J. W/ RESTRAINT GLAND !S. 8" GV RS FLANGE X M.J. W/ RESTRAINT GLAND 8" C.I. FLANGED X M.J. TEE W/ RESTRAINT 8" X 6" C.I. FLANGED REDUCER 6" GV RS FLANGE X M. W/RESTRAINT GLAND n \ 6" 0.1, M.J. 45' W/ -- RESTRAINT RESTRAINT GLAND " C.I, M:J. 45' W/ STRAINT GLAND 1 i 4 041 104 14" GV RS FLANGED X 14" C905 0 0 rn 0 M.J. W/ RESTRAINT GLAND 56'-8" " C.I. M. . 90' / REST'AINT t.. •.. BIM 0u 8" X 6" C.I. M.J. REDUCER W/ RESTRAINT GLANDS / 2' OF 6" C900 - 6" COMPRESSION COUPLING STA. 32+69 38R FITTING DETAIL NOT TO SCALE c 1' DETAIL 2 EXISTING 8.05 O.D. 8" COMPRESSION COUPLING / i- 8" C.I. M.J. 90' / W/ RESTRAINT I / 8" 0.1, M.J. 224" ROLLED ----k/ / UP W/ RESTRAINT GLAND ! /8" C.I, M.J. 223' ROLLED: 7 / DOWN "' RE TRAINT GLAND // DETAIL 5 10'-6" 8" GV RS FLANGE X M.J. W/ RESTRAINT GLAND - 2'— f 10'-6" 10'-6" STA. 32+69 92L FITTING DETAIL NOT TO SCALE 14" GV RS FLANGED 14" C.I. FLANGED X M.J. W/ RESTRAINT GLAND •8" 0 RESSION o COU•. G EXIST 24" STEEL CASING TEEL CASING c 8" 0.1 RES RAINT M.J. CAP 8" C.I. ' LANGED X M AI PTO • W/ RESTRA' G 'ND 8" C.I. & NGED TEE 8" FLAN I ED COUPLIN AD PTOR 14" PVC - 14" C.I. FLANGED X M.J. ADAPTOR W/ RESTRAINT GLAND -- 14" C.I. FLANGED TEE - 14" x 8" C.I. FLANGED REDUCER 8" CV RS FLANGED X M.J. W/ RESTRAINT GLAND STA. 48+47 FITTING DETAIL NOT TO SCALE DITAIL 3 14" 0505 TEEL CASING 14" GV RS FLANGED X M.J.- W/ RESTRAINT GLAND 8" GV RS FLANGED X M.J. W/ RESTRAINT GLAND f 8" D.I. IN CASING W/ / RESTRAINT JOINTS c 8" C.I. M.J. 45' ROLLED UP W/ RESTRAINT GLAND 1' OF 8" C900 1_ ,• — 8" C.I. M.J. 45' ROLLED DOWN W/ RESTRAINT GLAND 1 - -- - 8" GV RS FLANGED X M.J. 5' OF 8" C900 ,z 0 0 0 STA. 32+70 FITTING DETAIL NOT TO SCALI W/ RESTRAINT GLAND 14" C905 - 14" GV RS FLANGED X M.J. W/ RESTRAINT GLAND 14" X 8" C.I. FLANGED TEE ECO DRAWING THIS RECORD DRAWING HAS BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. 0 v) z 0 CYw DESCRIPTION: PER FIELD PLANS/TJR 1 NUMBER: Ci a 0 a 0 - 19 o W W 0 z Z_ co o ' > 01 z Q w Z+ OON h uWuiV0U W Doo© Ulan 2 z W FYtotjO j a Q00�. u) CO UN N = - ter H o NUl1-Li_ w5 EERING.COM 2 SCALE: 1 "=20' DRAWN: TUR DT: 11/04 SHEET: '7 " ` 19 OF 21 SHEETS" •a raw, • " �\ LEGEND PORTABLE TRAFFIC CONTROL SIGN TRAFFIC CONE DIRECTION OF TRAFFIC FLOW FLASHING ARROW SIGN PORTABLE FLASHING BEACON FLAGGER 0 \ \ \ WHEN TRAFFIC CONTROL FOR THE CITY OF SOUTH LAKE TAHOE "SOUTH Y INTERS ICTION IMPROVEMENTS PROJECT" IS IN PLACE, THE CONTRACTOR SHALL COORD NATE WITH THE CITY'S CONTRACTOR WITH RESPECT TO TRAFFIC CONTROL AS FOLL01 S: 1) AS SIST IN PROTECTION AND MAINTENANCE OF THE CITY'S IMPLEMENTED TRAFFIC CONTRA 1L PLAN WHEN WORKING WITHIN THE PROTECTED AREA PROVIDED BY IT. 2) Pf OVIDER AND MAINTAIN EXTENSIONS OF THE CITY'S IMPLEMENTED TRAFFIC CONTROL PLAN WHEN WORKING IMMEDIATELY ADJACENT TO IT UNTIL SUCH TIME AS THE 01NTRACTORS WORK ZONE HAS PROGRESSED TO THE POINT WHERE AN INDEPE JDANT TRAFFIC CONTROL OPERATION CAN BE ESTABLISHED. FOR W )RK IN THE SOUTH TAHOE "Y" AREA WHEN THE CITY OF SOUTH LAKE TAHOE "SOUTH Y INTERSECTION IMPROVEMENT PROJECT" CONTRACTOR IS NOT IMPLEMENTING THE TF AMC CONTROL PLAN FOR THAT PROJECT, SEE -- FOR WORK ALONG HIGHWAY 50 F ND HIGHWAY 50/89, SEE SIGNAGE SIGN STATE MIN SIGN SYMBOL DESIGNATION PANEL SIZE ALTERNATE 25 MPH END ROAD WORK C23 01 C21 C20(Rt) C9 C36 W'1(Rt) C30 W6 C14 30"x30" 36"x36" 36"x36" 36"x36" 36"x36" 36"x36" 36"x36" 36"x36" 30"x30" 36"x18" ADDENDUM C18, "ROAD CONSTRUCTION AHEAD" 0 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" —i WORK AREA, TYPICAL r FOR WORK ALONG HIGHWAY 50 AND HIGHWAY 50/89, SEE AREA OF WORK I "= 100' TRAFFIC CONTROL NOTES 1) ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION (ATSSA) & STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARDS, UNLESS NOTED OTHERWISE. IF DEVIATIONS FROM THE TYPICAL TRAFFIC CONTROL PLANS ARE NECESSARY, THE CONTRACTOR SHALL SUBMIT AN AMENDED TRAFFIC CONTROL PLAN TO THE SOU TAHO UBLIC UTILITY DISTRICT FOR ;PPC OVAL. 2) ELECTRONIC SIGN BOARDS SHALL BE PLACED AT 1,000' SOUTHEAST OF 8 STREET FOR THE NORTHWESTBOUND LANES OF HIGHWAY 50/89, AND AT 1000' NORTHEAST OF WINNEMUCCA AVE FOR THE SOUTHWESTBOUND LANES OF HIGHWAY 50. SIGN BOARDS SHALL BE IN PLACE A MINIMUM OF TWO WEEKS PRIOR TO THE START OF CONSTRUCTION, AND SHALL INFORM DRIVERS OF NIGHT ROAD WORK WITH POSSIBLE TRAFFIC DELAYS. DURING CONSTRUCTION SIGN BOARD MESSAGE CONTENT SHALL BE COORDINATED WITH THE DISTRICT, AND SHALL ADVISE MOTORISTS OF ALTERNATE ROUTES. SIGN BOARDS SHALL REMAIN IN PLACE THROUGHOUT CONSTRUCTION. 3) CON RACTOR SHALL RE • ALL TRAFFIC CONTROL FROM THE RIGHT-OF-WAY AFTER EACH SHIFT OF WORK. WHILE TRENCH PLATING IS IN USE, OR THE ROADWAY SURFACE REMAINS UNEVEN CONTRACTOR SHALL LEAVE ALL ROAD WORK AHEAD SIGNAGE IN PLACE & PROVIDE MINIMUM 48"X48" REFLECTORIZED "BUMP AHEAD", AND "BUMP" SIGNS, INSTALLED RESPECTIVELY 500' AND 50' AHEAD OF THE PLATING. SIGNS SHALL BE PLACED ON TYPE II BARICADES WITH FLASHING WARNING LIGHTS ON EACH. 4) WHERE APPROACH SPEEDS ARE LOW, ADVANCE WARNING SIGNS MAY BE PLACED AT 300' SPACING, AND IN URBAN AREAS, CLOSER. 5) ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPED WITH FLAGS FOR DAYTIME CLOSURES. FLASHING BEACONS SHALL BE PLACED AT THE LOCATIONS INDICATED DURING NIGHT LANE CLOSURES. 6) A C13 "END CONSTRUCTION" OR C14 "END ROAD WORK" SIGN SHALL BE PLACED AT THE END OF THE LANE CLOSURE UNLESS THE END OF THE WORK AREA IS OBVIOUS, OR ENDS WITHIN A LARGER PROJECT'S LIMITS. 7) IF THE C18 (OR C23) SIGN WOULD FOLLOW WITHIN 2000' OF A STATIONARY C18 OR C23, USE A C20 OR C21 SIGN AS THE FIRST ADVANCE WARNING SIGN. 8) ALL CONES USED FOR NIGHT CLOSURES SHALL BE FITTED WITH REFLECTIVE SLEEVES PER CALTRANS STANDARD SPECIFICATIONS. 9) PORTABLE DELINEATORS, PLACED AT ONE-HALF THE SPACING INDICATED FOR TRAFFIC CONES, MAY BE USED IN LIEU OF CONES FOR DAYTIME CLOSURES ONLY. 10) FLASHING ARROW SIGNS SHALL BE EITHER CALTRANS TYPE I OR TYPE II. 11) 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. NO LESS THAN ONE PERSON SHALL BE ASSIGNED TO FULL TIME MAINTENANCE, OF TRAFFIC CONTROL DEVICES ON ALL NIGHT LANE CLOSURES. 12) DRIVEWAYS TO BUSINESSES SHALL BE KEPT OPEN TO THE MAXIMUM EXTENT PRACTICAL. SIGNS SHALL BE PLACED ALONG THE TRAFFIC CONTROL BOUNDARY INFORMING DRIVERS THAT DRIVEWAYS ARE EITHER OPEN OR CLOSED. PROVIDE MINIMUM 24-HOUR ADVANCE NOTIFICATION AND DO NOT CLOSE ANY DRIVEWAY WITHOUT THE APPROVAL OF THE ENGINEER. 13) ALL WORK WITHIN THE STATE RIGHT-OF-WAY SHALL BE NIGHT WORK BEIWEEN THE HOURS OF 7PM AND 6AM, MONDAY THROUGH THURSDAY NIGHTS. FOR ADDITIONAL CONDITIONS AND RESTRICTIONS SEE SECTION 1-8, WORK SEQUENCE AND CONSTRAINTS, OF THE SPECIAL CONDITIONS. 14) CONTRACTOR SHALL NOTIFY LOCAL AUTHORITIES (SHERIFF, CHP, FIRE & AMBULANCE) OF INTENDED TRAFFIC CONTROL OPERATIONS ON AN ONGOING BASIS. NOTE THAT B STREET AND THIRD STREET PROVIDE ACCESS TO THE LOCAL HOSPITAL. \\ FOR WORK AT THE THIRD STREET AND TAHOE KEYS BOU EVARD INTERSECTIONS, SEE o 00000 p 0 0d0'1(o 0 0 0 0 0 G� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0C 0 0 0 0 0 0 0 o ° 01. 0 °° 0 0 0 0 0 0 0 0 0 0 0 0. %3 T2y,/ D D 0 0 0 FOR WORK AT THE B STREET, FOURTH STREET, SECOND STREET, AND WINNEMUCCA AVENUE INTERSECTIONS, PROVIDE TRAFFIC CONTROL PER AND CLOSE THE LEG OF THE INTERSECTION PER 0 O 0 O 0 0 of 0 0 0 0 0 0 0 0 0 c o.0 0000 0 0 0 ° o 0 o ° 0 0 04(=0 0 0 0 0 0 00 0 Eo io 0 0 0 0 0 0 0 co7 0°0 TRAFFIC CONTROL AT INTERSECTIONS NO SCALE z 0 w cr z 0 P a 0 0 0 0 0 RELEASED TO CLIENT NUMBER: 0 i:i a 0 wr0 0 a M U z W LA z W U 0 U U z tr W 0 ▪ Z2 0 W� Ir• a W P 10 Cr 0 LI i`tQN�Z • arr�� �rr�z -.• woo0 Li f)J000c'1 1. 2 l0 In J NOW 1-1 N U) W J SCALE: 1=100 DRAWN: CMT DT: 2 04 SHEET T1 20 OF 21 SHEETS SEE NOTE 5 0 O O 0 0 O 0 0 0 O - 0 0 0 0 0 0 1 SEE NOTE 7 TRAFFIC C( 'NES ® 20' MAX SPACING, `. EE NOTES 8&9 SOUTH TAHOE "Y" TRAFFIC CONTROL T2 NO SCALE 1 SEE NOTE 5, TYPICAL FOR ALL SIGNAGE 25 MPH / 000000000000 o 0 0 c(±5o 0 0 0 0 0 0 ° TRAFFIC CONES ® 20' MAX SPACING, SEE NOTES 8&9 END ROAD WORK SEE NOTE 7 SEE NOTE 5, TYPICAL FOR ALL SIGNAGE SEE NOTE 6 \ ADVANCE WARNING SIGNS 500' TO 750' APART SEE NOTE 4 SIGNAGE TYPICAL FOR ALL LEGS END ROAD WORK SEE NOTE 7 500' - TO -- 320' 750' TAPER 25 MPH 0 0 0 0 0 0 '0 0 d\ 0 O O O %o °° o 0 o 0°0°0 0000000000 0 0f0 0 EiK 0 160' — 320' —.- TAPER 150' -- MIN r2)TYPICAL HIGHWAY 50 TRAFFIC CONTROL \T2 NO SCALE 00000 O �D 0 0 0 0 0 0 0 0 0 ° 0aK0 0 0 0 0 0 0 0_ 01. CO> 0 0 0 0 0 0 0 0 0 0 SIGNAGE SIMILAR THIS LEG CONVERT SIGNAL TO FLASHING RED O 0 O O O O Ol o0 O T O T 0 0 0 O • tJ>0 O o 0 'O O 070 0 0 0 0 000O O O L 320' --I-- 320' -- TAPER TAPER 500' TO 750' < 1n> 1' SEE NOTE 6 NOTE: THIS TRAFFIC CONTROL PLAN 15 REVERSIBLE FOR EITHER SIDE OF THE HIGHWAY FLAGGER, TYPICAL OF 3 % o 0 0 0 0 0 0 0 NOTE: SEE TYPICAL HIGHWAY 50 TRAFFIC CONTROL FOR HIGHWAY 50 LEG DIMENSIONS. ADJUST AS APPROPRIATE FOR REDUCED INTERSECTION APPROACH SPEEDS. / 3 HIGHWAY 50 TRAFFIC CONTROL AT INTERSECTIONS T2 l NO SCALE O OL0 TRAFFIC CONES © 20' MAX SPACING, SEE NOTES 8&9 0(0_10 0 0 0 O O O O O 0<-011-;3.10 ° O �O 0 0 0 0 0 0 4 0 00 O °0 0 0 rte'/� f 0 0 END ROAD WORK SIGNAGE SIMILAR THIS LEG 0 of (--- CLOSE THE LEG OF THE INTERSECTION ADJACENT TO THE WORK AREA AND PROVIDE "ROAD WORK AHEAD", "DETOUR" AND APPROPRIATELY DIRECTED ARROW SIGNS AT THE NEXT INTERSECTION ALONG WITH TYPE II BARACADES WITH FLASHING WARNING. LIGHTS DESCRIPTION: 1- z z W .710 0 0 1-- 0 0 w N w Ce NUMBER: 0 w a 0 0 0 v r in Z 2 0 U El Z WI E 0 w in z 2 C-0 >� w 011 >a wu 2 z Z4 rlcX oUry I N w v O O w Lai i a 0 .41(9 cr f 3 UFar�iZ W FYtn�n2w LI QJOOUN N UlSU tmJU VH �- �- _ ct D J .. Q m L3 c‘rowtL W' i Z SCALE: AS SHWN DRAWN: CMT DT: 2/04 SHEET: T2 21 OF 21 SHEETS./