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HomeMy WebLinkAbout1.8-6364 Ph 6r-90 90 YO YO 90 90 YO 90 90 KRATZMEYER RD g SWXX3 " SWXX2 Do FUTURE 600A SWITCH FUTUREFEEDSWXX1 TXXXX 1 TXXXX2 lO0CUST 100KVA C2�0/240 10 C2�0/240 10 cFl Pt P1—j '— P1 ASnTON WOOD CT TXXXX3 TXXXX3 120 240 ls� 1200240 1� / dl Co� CoPt P1 Pt Fl P1 Pt I ARDEN SOREST DR � N IN T-97337 T-24413 �I 100KVA 100KVA 11 CUST 9 CUST I ESD:87KVA ESD:74KVA 120/240 1� 120/240 10 AO A AO FI T J-9233 3-600AL 21 KV 74869 65.E z N N Z Q 0 1 ti Y N T-468'75 T-59960 100KVA N 100KVA 9 CUST 11 CUST . ESD : 4KVA ESD. �7KVA 120 240 10 120/240 10 Ao Asp 0 lAl FI J4203 J5421 3-600AL 21 KV 19061 FI�� 19062 3-1/OAL 21KV N T-13585 Q 25KVA FRONTIER HIGH SCHOOL 1'7958 S.B. r Q co 00 19 '1 TO J-1237 J--2063 LOADING AT 74869 12.47KV AMPS; 7.0 COINCIDENT KVA O EXISTING PROPOSED FUTURE Ali 22.5A 22.5A 22.5A Q Qoz� Co ---- 23.0A 23.0A INSTALL CIRCUIT SKETCH LEGEND DESCRIPTION — Pi PRIMARY CABLE - 1-1 /OAL EPR-CONC-ENCAP-PE EXISTING DESCRIPTION 1 PHASE PRIMARY CABLE/CONDUCTOR (SIZE AS SHOWN) 3 PHASE PRIMARY CABLE/CONDUCTOR (SIZE AS SHOWN) - - - - - - VACANT PRIMARY DUCE (SIZE AS SHOW) INSTALL EXISTING DESCRIPTION 600A SEPARABLE CONNECTOR 200A SEPARABLE LOADBREAK CONNECTOR 200A SEPARABLE DEADBREAK CONNECTOR CUTOUT - SIZE AS SHOWN PADMOUNT TRANSFORMER W -m Em 'i' v Q FI • FAULT INDICATOR O o ckf Ln LL. g-0-)lw— Q Qoz� W ' °O Cfl � 0 o C:) � R R�ER CD • W Neo' c� >- L_- W m M N O 0 O I--- _ m V to Z C> to Q. W -m Em 'i' v Q FI • FAULT INDICATOR O ckf LL. Q Qoz� W ' �' Cfl � 0 W L.� R R�ER • • �' W Neo' c� >- <C W m M N Q W -m Em 'i' v Q FI • FAULT INDICATOR ® PIuiH-4 PADMOUNT FUSE �' R R�ER • • �' w c� PLAT 2926114 ��=Z" CIRCUIT MAPS 29261- D w Z W W = '�? CIRCUIT: RENFRO 2107 � J '� —' �' SSD: F74869 � W c ci: z � o w V l`� 1.1.E / l Q ♦��W/ V ♦ 1r�L� 11 C C F 1 7- -------- ---CONFLICTS--- 2 I 3 I 4 I 5 1 6 (FSIE CIRCLED LOT NUMBERS INDICATE THE FOLLOWING. STORM DRAIN CONFLICT WITH ELECTRIC SERVICE AT LOT LINE: NA WATER SERVICE CONFLICT WITH ELECTRIC SERVICE AT LOT LINE: NC —SERVICES--GIVI_I`1 WATER SERVICE CONFLICT WITH ELECTRIC EQUIPMENT AT LOT LINE: NCI—SERVICES--G V_�, The conflicts noted below have been communicated to the Applicant or their Agent on 618113 ___ (date). The Applicant is responsible to make modifications to the proposed facilities noted in conflict to establish the required proper clearance from PG&E's proposed facilities as stipulated in PG&E's standards. ---WORK AGENT RESPONSIBILITIES- -- PG&E TO INSTALL ELEC. DISTRIBUTION FACILITIES APPLICANT TO INSTALL DIST. CONDUIT & SUBSTRUCTURES PG&E TO INSTALL ELEC SERVICE FACILITIES APPLICANT TO INSTALL SERVICE CONDUITS & SUBSTRUCTURES Underground Service Alert Call: TOLL FREE TWO WORKING DAYS BEFORE YOU DIG I o_ TYPICAL INTERIOR STREET PATTERN i FOR QUESTIONS REGARDING THIS JOB: EST: MELISSA VARGAS (559) 347-5027 ADE: LINDA PRIAULX (559) 347-5040 � SUP: KEN HENDRICKS (559) 970-0283 � REP: LES INGLE (661) 398-5975 1( ) CONDUITS ENTERING PRIMARY BOXES SHALL BE Al ARIGHT i ANGLE TO THE WINDOW OR WALL. I 1 - ) STUB CONDUITS AT RISER POLES IN QUADRANTS AS SHOWN. AT 9 10 9000 MAIN SIZE: IDENTIFIED POLE LOCATIONS, THE TRENCHING AGENT IS TO EXCAVATE MAX AC TONNAGE: r,® �zNOTES: s 04_30-07 TO TRENCH DEPTH AND INSTALL A 30" DIAMETER CARDBOARD TUBE. 25'/39' VICINITY SKETCH Primary Voltage: ®, 1 KV THE RISER CONDUIT BEND IS TO BE PLACED OUTSIDE AND Plat Map: 2 1' 261 14 REFER TO ELECTRIC & GAS SERVICE REQUIREMENTS ' 3REEN BOOK) Circuit: R 'NFRO 2107 ADJACENT TO THE TUBE AT THE POLE QUADRANT INDICATED. V) ►— W ce- O BACKFILL AROUND AND INSIDE TUBE WITH CLEAN NATIVE FILL. OR SEPARATE PG&E STANDARD DRAWINGS. CONTACT YOUR PG&E cn W W Q Y S2 REPRESENTATIVE FOR COPIES, OR ACCESS `,,,, v r:: :(}-n/greenbook = WILL NOT BE ACCEPTED OR CONNECTED. N Q = 1") ONLY ONE LS2 STREET LIGHT (P.O.S.) CONNECTION PER BOX ORz I DEVELOPER PLANS DATED: PEDESTAL. � x 1 z APPLICANT TO PROVIDE ADEQUATE P.U.E'S AND/OR ROW'S FOR 1 ALL DIMENSIONS AND LOCATIONS ARE ESTIMATED, APPROXIMATE Q PG&E FACILITIES. ANY ADDITIONAL REQUIRED RIGHTS OF WAY ARE TO W. L� j t= AND MAY BE SUPERSEDED BY A JOINT TRENCH DRAWING. REFER TO r EXPENSE. THE JOINT TRENCH COMPOSITE DRAWING FOR EXACT TRENCH N N LOCATION 00 c 1 l NOTIFY USA (811) 48 HOURS PRIOR TO DIGGING FOR 2 MAINTAIN MAXIMUM PRACTICABLE HORIZONTAL CLEARANCE BETWEENr- "WET" UNDERGROUND LOCATING. PG&E FACILITIES AND UTILITIES WATER, SEWER, STORM DRAIN 1 E 48 HOUR NOTICE REQUIRED FOR UNDERGROUND INSPECTION. ' I ETC.). THE MIN, ALLOWABLE SEPARATION BETWEEN PG&E FACILITIES 17') MATERIALS AND WORKMANSHIP SHALL BE FIRST QUALITY IN i �: f AND ANY PARALLEL "WET" UTILITY IS 3/FT. WITH A PRESENCE OF O is O --a _ { 1/FT. OF UNDISTURBED EARTH OR THE INSTALLATION OF A SUITABLE Z in ••-�' APPLICABLE NOTES AND SPECIFICATIONS. BARRIER. THIS MEASUREMENT IS BETWEEN THE OUTER EDGE OF THE ?- PG&E FACILITY AND THE OUTER EDGE OF THE PARALLEL "WET" CONDITIONS & SPECIFICATIONS PRIOR TO COMMENCING WITH ANY <` FACILITY. IF 3/FT. CANNOT BE MAINTAINED, A FORMAL VARIANCE MUST PORTION OF WORK. ANY DISCREPANCIES, DELETIONS OR j BE OBTAINED FROM PG&E WORK WITH THE PG&E INSPECTOR INCONSISTENCIES ARE TO BE REPORTED TO THE PG&E I (REFERENCE PG&E UO STANDARD S5453). REPRESENTATIVE IMMEDIATELY. THE APPLICANT SHALL COMPLY WITH Cn M O' i i 3 BOX, PAD, AND CONDUIT SIZES AND LOCATIONS SHALL CONFORM C-1.5 LO U E j SPECIFICATIONS RELIEVES PG&E OF ALL RESPONSIBILITY FOR THE TO THE PG&E ELECTRIC CONSTRUCTION DRAWING. SUBSTRUCTURE OR DESIGN. 4, PROVIDE LONG CONDUIT SWEEPS WHERE INDICATED. "� r*— N RECOMMENDED SWEEP RADIUS (10' OF RADIUS PER INCH OF j CONDUIT DIAMETER) EXAMPLE: 4" CONDUIT = 40' RADIUS 5, DO NOT EXCEED 330 DEGREES OF BENDS IN ANY CONDUIT RUN Q" t� ­1� W (INCLUDING FEED LOCATION). 6" MANUFACTURED BENDS OR APPLICATION OF HEAT SHALL NOT BE USED TO OBTAIN LONG CONDUIT SWEEPS.51 A-+ N L SHALL BE PROVEN AND A POLYESTER PULLING CZ7W <' TAPE INSONDUIITS I�wwM 8 MANUFACTURED BENDS ARE NOT TO BE CUT, SHORTENED, OR U ALTERED IN ANY WAY. 9' IDENTIFY ENDS OF BURIED CONDUIT WITH AN ELECTRONIC MARKER _ Q I AND A VERTICAL CONDUIT SCRAP INSTALLED FROM RIGID CAP TO C_t) o- 0 - GROUND LEVEL ! W 1( ) CONDUITS ENTERING PRIMARY BOXES SHALL BE Al ARIGHT i ANGLE TO THE WINDOW OR WALL. I 1 - ) STUB CONDUITS AT RISER POLES IN QUADRANTS AS SHOWN. AT 9000 MAIN SIZE: IDENTIFIED POLE LOCATIONS, THE TRENCHING AGENT IS TO EXCAVATE MAX AC TONNAGE: `> TON TO TRENCH DEPTH AND INSTALL A 30" DIAMETER CARDBOARD TUBE. 25'/39' VICINITY SKETCH Primary Voltage: ®, 1 KV THE RISER CONDUIT BEND IS TO BE PLACED OUTSIDE AND Plat Map: 2 1' 261 14 SNOW RD Circuit: R 'NFRO 2107 ADJACENT TO THE TUBE AT THE POLE QUADRANT INDICATED. Voltage Class: 1 BACKFILL AROUND AND INSIDE TUBE WITH CLEAN NATIVE FILL. e cn 1,) LS2 STREET LIGHT CONDUIT GOING TO PG&E BOXES OR Q Y S2 PEDESTALS NOT DESIGNATED AS P.O.S. (INCLUDING TRANSFORMERS) z WILL NOT BE ACCEPTED OR CONNECTED. N Q = 1") ONLY ONE LS2 STREET LIGHT (P.O.S.) CONNECTION PER BOX ORz I DEVELOPER PLANS DATED: PEDESTAL. � x 1 z APPLICANT TO PROVIDE ADEQUATE P.U.E'S AND/OR ROW'S FOR w Q PG&E FACILITIES. ANY ADDITIONAL REQUIRED RIGHTS OF WAY ARE TO W. t= BE SURVEYED AND DOCUMENTED BY PG&E AT THE APPLICANT'S EXPENSE. M/1F , 3: 1 l NOTIFY USA (811) 48 HOURS PRIOR TO DIGGING FOR UNDERGROUND LOCATING. 1 E 48 HOUR NOTICE REQUIRED FOR UNDERGROUND INSPECTION. 17') MATERIALS AND WORKMANSHIP SHALL BE FIRST QUALITY IN EVERY RESPECT, PLUMB AND TRUE, AND ACCORDING TO THE SPECIFIC REQUIREMENTS OF THE DRAWINGS AND THE ABOVE APPLICABLE NOTES AND SPECIFICATIONS. 1E-> THE APPLICANT IS TO VERIFY ALL PROPOSED INSTALLATIONS, CONDITIONS & SPECIFICATIONS PRIOR TO COMMENCING WITH ANY PORTION OF WORK. ANY DISCREPANCIES, DELETIONS OR INCONSISTENCIES ARE TO BE REPORTED TO THE PG&E REPRESENTATIVE IMMEDIATELY. THE APPLICANT SHALL COMPLY WITH I ALL APPLICABLE SPECIFICATIONS. ANY VARIATIONS FROM PLANS OR j SPECIFICATIONS RELIEVES PG&E OF ALL RESPONSIBILITY FOR THE SUBSTRUCTURE OR DESIGN. ------------------- PROJECT CONDITIONS STAMP Type(s) of Work: l.!"'l. New Business r- 1__ PG&E Maintenance & Construction Project Conditions: ,} NONE APPARENT (if project design changes, contact ADE) or - CONDITIONS APPLY: L._ PERMITS -_ TAILBOARDS_ ! OTHER (Provide additional information on line below) BY: SIGNATURE, NAME, (CORPORATE ID], DATE (AVG.) SQUARE FEET: 9000 MAIN SIZE: 2_00 MAX AC TONNAGE: `> TON TYPICAL SERVICE SETBACK LENGTH: 25'/39' VICINITY SKETCH Primary Voltage: ®, 1 KV Plat Map: 2 1' 261 14 SNOW RD Circuit: R 'NFRO 2107 JOB SITE Voltage Class: 1 KRATZMEYER RD Insulation Dist.: E - t 40DERATE Corrosion Dist.: NON -CORROSIVE Estimator: MI:1-IE Eft \/4RGAS PHONE: 34 ; -502-1 7 REINA Si PAGER: NONE i THESE DRAWINGS ARE BASED ON I DEVELOPER PLANS DATED: 6 5 4 3 2 C41 u Li a IQ 7 -T -7-7"r 1 INCH 0 U z C m 0 2 gOs Os os Os Ds Os Os o6 I!6 Da Ot: IN DO -08— IN—DO-1016— o6_ DO — OPULL BOX I ,a INTERCEPT EXISTING 100' OF 1-6' CONDUIT STUB g KRATZMEYER ROAD 1_6. 11-2" OLIVE DRIVE g 9233 Ts 74869 65E FUTURE 600A SWITCH EXISTING 5' ROW 5/aa i11 10 9 7887 8 7 6 5 T84937 4 3 2 1 'I 120/24 VA 10 120/240VA 10 80 /94 138 /152 - 11 CUSTOMERS e QS e O1 CUSTOMERS e / (}S / VF: 4.33V 0 170A kt�D516-5660-7-0044 Q 516-5682-7-0043 S 1 i m 65'/ s' ''1 55'/s� st 55/6 �� SyT`� _L15) 11, st55 y 69� �� s�°tt s�Ytt sv,�sV,� �I 1 / P1 Pt Pt Pt Pt Pt Pt Pf Pi vi P1 P1 220'/2' PULL \ z�, A, N ASHTON � � ; sltn WOOD � � COURT \ � •- TIE -N I I — -- 0 126'/144' ` 116'/140' e 126'/140' %, 126'/140'INTERCE --�` + VD: 158V V0: 271V st t t8 I O 1-27 Ela TING I VR 4.14V 0 170 VF: 287V 0170A CONDUIT STUB f 145'/159' % ` 145'/159' i alp 12 VD: 4.9sv 14 15 16 17 18 19 20 21 f VF: 5.0 0 170A 13 4- NIP i i 0 + I + 31 A 81tt3 0 LJ VD: 4.60V VF: 4.5W 0 170A i i 32 1 I 1 I-- ° AE -IN W CDi � J4203 i I 30 T97867 29 2.3 27 26 25 24 T26733 23 22 w aI 50KVA 100KVA 0 120/240V 10 / 120/24OV 10 I ESD. 88KVA 8 CUSTOMERS VERS e ! A e e 12 CUSTOMERS e a 516-5652-7-0016 ��516-5685-7-0015 QHS TIE-IN 55' 69' 55' 69' ��� svt svt - - - - - - - - - 69, P, �--/st s1 �-e-� sV1 f`� st st 110'/12 t —�+ ��S_ J5/69' S5 69 iN Pt Pt Pt P1 P1 $1 P1 P1 SV Pt P1 P1 P1 St P1 J Pt Pt PI P1 0 330'/x' s1v, 1857336' z "�-- PULL , ,!� ARDEN FOREST `� DRIVE r _ PULL n� in r r � / e 851/99' \ 85/99' 140'/154' / e 140'/154' e 811 t s I VD. k6OV 86/97 VR 4.55V 0 170 VD: 3.50V VF: 3.51V 0 170A i 33 34 35 36 37 38 39 40 41 I I I OR_AII, 34 1 35 DEERLODGE 1-1/OA EPR 2" - 4/0A T-9 337 100 A EXISTING PHASE 1 36 1 37 COURT �T1 lO INTERCEPT EXISTING 120' OF 1-2' CONDUIT STUB 38 39 40 I N I ss 1-iJ5421 � 2' -' _ ` � / N 1 _`-___,7_ 7 9 g Till F2 8 __;o 00 00 FUTURE 600A 001 _ 00 SWITCH a LL 8- G3c,4 P 9 TT 10 1 is ^I ^'1 W LEG EN D o0- EXIST. — DESCRIPTION _ / J _ . . 00 CO PRIMARY CABLE: 1-1/0AL EPR 25YV IN 1-2" CONDUIT J-4203 00 00 8 0-) � SECONDARY CABLE - 1-350AL TPX 600V IN 1-3' CONDUITS a �-- F2 17' x 30' x 18' SECONDARY BOX -� �a a 24' x 36' x 18' SECONDARY BOX O 0 g Till F2 8 __;o 00 00 FUTURE 600A 001 _ 00 SWITCH a LL 8- G3c,4 P 9 10 N LEG EN D (STALL EXIST. — DESCRIPTION _ _ . . W .-- PRIMARY CABLE: 1-1/0AL EPR 25YV IN 1-2" CONDUIT 53 -- --- SECONDARY CABLE - 4/OAL TPX 600V IN 1-3' CONDUIT �.?-- - 0-) � SECONDARY CABLE - 1-350AL TPX 600V IN 1-3' CONDUITS a �-- F2 17' x 30' x 18' SECONDARY BOX -� i.a L 24' x 36' x 18' SECONDARY BOX O 0 O _,-_ _ SERVICE CABLE - 4/OAL TPX 600V IN 1-3" CONDUIT ---------- Z O „N. a- - D6 VACANT CONDUIT (PRIMARY), 1-6" cx- • LS2A STREETLIGHT, 70W (UNLESS OTHERWISE NOTED) Z CUSTOMER OWNED STREETLIGHT CABLE & CONDUIT POS \�' ' LS2A STREETLIGHT POINT OF SERVICE W lW Q E .. NSTALL EXIST. FUTURE DESCRIPTION PM TRANSFORMER, DF -LB, W/BOX PAD 0 3' x 5' x 3'6" PRIMARY ENCLOSURE Tt P 7 m 4'6' x 8'6" x 6' PRIMARY IVT ENCLOSURE -1 O Lai P5 PADMOUNT J -BOX, 3 WIRE - 4 WAY A••� e- i PMH -4 PADMOUNT FUSE __j L " = Y -J --a DENOTES TYPICAL SHORT SIDE SERVICE 25'%39' TlE-IN J *— LLJ DENOTES TIE-IN FACILITIES WITHIN DRAWING z N FIRE HYDRANT (,n C PROPOSED STORM DRAIN INLET X X J i CIRCLED LOT #'S INDICATE POSSIBLE CONFLICT i NSTALL EXISTING DESCRIPTION V) -------- - 3 PHASE PRIMARY CABLE/CONDUCTOR - SIZE AS SHOWN cn - -. ----- -- 1 PHASE PRIMARY CABLE/CONDUCTOR - SIZE AS SHOWN VACANT CONDUIT (PRIMARY) - SIZE AS SHOWN - ----{----- 3 PHASE PRIMARY CONDUCTOR W/ CN 4 3 M-4 I~ TE...4 V 1 ro V L) H P4 E-4 W W 2 N z 0 N W F- 0 N M Lc) C4 W .-- N N c o 0-) � a �-- N O i.a L O 0 O _,-_ _ 0 U t!l Z O „N. a- w cx- • Ll Z Ir - IZ W lW Q E .. CO �- L 0I I w O v U. Q Z O Lai w A••� �]"� -� __j L " = Y -J --a .-- c J F- LLJ z N (,n C Lc=r)) Q W J V w -Q V) a cn z a L7__ W N z 0 N W F- 0 M f� C4 W GV 0 Q w cx- Q Ll Ir - lW Es CO �- V 4/1 N Q Z O Lai z cn = RII =E = Y -J --a .-- c J F- LLJ z (,n C = W J V w -Q V) a cn N z 0 N W F- 1 INCH 0 V z 0 0 f� W Q cx- Q Ll lW CO fxO W Uof m O Qo z W Qf 1 INCH 0 V z 0 2-4' WW. FOR.,j 75 WMCOMECi i 2' FROM R/W SEE DETAIL "As LEGEND: tN=SN�,oi,r, aW = BMW. VV • GATS VA16gR ► xMOM (Ma _1`100ROM SVA e= rixv = Ct3>�C8 VAI= na cm. =Y= W R/W s SUMMARY 1875'- . 12" DUCTILE IRON PIPE 18851— ' PVC C-=900 PIPE r ► ! } # s s W..,�.r�...a.�.r.��,.a..rrs.w:r...�r�..�,u..e,a.�r.�.r�w....'�'r'=E PVC C--900 PIPE 40— 1" SHORT SERVICES 40— 1" LONG SERVICES/COM • TRENCH 1— 1" o„��.>•_ .:.rrr.rrtr..�.....,,r,t. 8" 2' FROM R/W SEE DETAIL "As LEGEND: tN=SN�,oi,r, aW = BMW. VV • GATS VA16gR ► xMOM (Ma _1`100ROM SVA e= rixv = Ct3>�C8 VAI= na cm. =Y= W R/W TYPICAL STREET CROSS SECTION N.T.S. C/L R/W ll. 55'-60' -�- FOC VARIES 16' 48'-54* 10' �uwascAPE AREA 4' W . WIDE PROPOSED 12" SIDEWALK WATER MAIN 5' FR F.O.C. KRATZMEYER ROAD CR/W LDSC /L P/L FOC 5' 48'-65' 10' LANDSCAPE AREA 4'' 5' WIDE PROPOSED 12", SIDEWALK WATER MAIN j —�1 V F F.O.C. RENFRO ROAD q 6' HiGH BLOCK WALL 6' HIGH BLOCK WALL R/W TYPICAL INTERIOR STREET VE LK Y iliI l l i ALA N.T.S. BILL OF -MATERIALS 1Z=.MAI 1875'-12" DUCTILE IRON PIPE 2815'—POLYWRAP TUBING F/12" PIPE 23—RLS PVC TAPE 2065'—LINEGUARD TAPE 2065'—TRACER WIRE 112AWG STRANDED COPPER THWN INSULATED 5-1Y GATE VALVE PO 5—VALVE CASING & COVER'" ASSY 1-12" TELA PO 1-12"X$'TEE PO 2-12" ELL 11.25 PO 2-12' ELL 22.5 PO 2-12" CAP TAPT 2" MJ 2-2"- BLOWOFF ASSY 23-12" RINGS F/P0 FITTINGS 1-8" ROM F/PO FITTINGS 1— TIE—IN MATERIALS PER DETAIL "A' W, M -A 't885'-8" PVC C-900 PIPE 2075'—UNEGUARD TAPE 2075'—TRACER WIRE 12AWG STRANDED COPPER THw INSULATED 5-8" GATE VALVE PO 5—VALVE CASING & COVER ASSY 2-8" TEE PO, 1-8" X 6" TEE PO 2-8" X 6" REDUCER PO 2-8" ELI. 45' PO 1—W CAP TAPT 2" MJ 1-2" BLOWOFF ASSY 24-8"• RINGS F/PO FITTINGS 3-6' RiNGS F/PO FITTINGS 60`—POLYWRAP F/01 FMINGS 6" MAI 1280'-6" PVC C-900 PIPE 1410'—UNEGUARD TAPE 141W—TRACER WIRE #12AWG STRANDED COPPER THW INSULATED 2-6" GATE VALVE PO 2 -VALVE CASING & COVER ASSY 3-6" CAP TAPT 2" MJ 3-2" BLOWOFF, ASSY 4-6" RiNGS F/PO FrITiNGS 10'—POLYWRAP F/01 FITTINGS �F.ft3GIS� 40— 1" SNORT SERVICES (LOTS .,11-20. 31-40, 41--50, 61-70) 40- 1" LONG SERBS/COMMON TRENCH 1— (LOTS OLONG 60. 71-80) SERVICE (LATS 8 " FIRE HYDRANTS 4--6" FIRE HYDRANTS 4-8" X 6" IEE PO SEE NOTE #17- F/`CYPICAL MATERIALS QL&C DOUBLE OFFSET' 1-8" CL&C DOUBLE OFFSET' w/ 2.3' DROP, PC. MK. "X" PER DWG. CW -693 1-8" CLr&C DOUBLE OFFSET w/ 2.1' DROP. PC. MK. 'Y" PER DWG ON -693 4-8.05" X &63" OD FLEX COUPLINGS, 10" SUV ptQTE; WHEN ASSEMBLING A PVC C-900 PIPE TO AN IRON FITTING (PUSH—ON OR MECfMIC& JOINT). REMOVE ALL BUT 1/4 INCH OF THE FACTORY MADE BEVEL FROM THE' SPIGOT END OF THE PIPE PRIOR TO INSTALLATION. NOTES: 1. inspection of ail materials and installation for pipeline. hydrants and services must be made by California Water Service Company. Telephone: (661) 832-2141 at least 48 hours before starting work on water faciities. 2. Any easements and rights—of—way which may be necessary or reasonably appropriate for the extension will be conveyed or caused to be conveyed by . the applicant, 3. Contact Underground Service Alert at 800-642-2444 at least 48 hours prior to the commencement of this project. . 4. Place o continuous roue and strip of detector tope over all pipe and extend up into all valve boxes. Tracer wire is required on all pipe. S. For details of typical thrust block installation, see drawing. CW 435—R4. 6. Protect underground flexible couplings, bare steel, MJxW sleeves, and all baits (including stainless steel) as . follows: a. The entire area of .the fitting must be • dry . and free of dust, dirt, and other foreign matter. Rust or other foreign matter must be removed by scraping or wire brushing. Wiping frith a dry dean cloth may be necessary to remove the particles from brush cleaning. Any oil or grease must be removed by using a - low residue, volatile petroleum solvent -before application of grease and wrapping. b. The exposed area should be coated with a heavy coating of Metaiguord 301 grease by the glove method to a thickness of 'at, least Ile. c. Firmly wrap the entire grease area with one layer, half tapped of a woven glass filament mesh (Res or Sit Wrap. 4" wide). d. Apply a second layer of Metaiguard 301 grease on top of the glass filament by the glove method to a thickness of at least 1/4'. e. . Firmly wrap the entire grease area with a second layer, half topped of the woven glass filament mesh. f. Cover the entire mesh wrapped area of the fitting wish a third and . final coaling at least 1/4 thick of Metalguard 301 grease by the glove method. g. Firmly ' apply 2 layers of polywrop, half tapped over all areas of the' coated and wrapped fitting. Backfilling may follow immediately after this wrapping. 7. Water main shall be installed at least 10 ft. horizontally from and one foot higher than storm and- sanitary sewers located parallel to the main if feasible: Center a 20 foot . length at all storm and sanitary sewer cross— ings. Minimum separation between sewer and water. main shall be one foot unless otherwise indicated. 8. No valve covers or meter boxes are to lie in sidewalks, cross gutter, . curb or driveways. Each service should- also ' be located to provide protection- to- the meter box from auto traffic and parking. 9. The exact location of each service to be de— termined at the time of installation to avoid conflicts with other utilities. Therefore, the number of long, short and split services may vary. Preferred CWS location to be staked and installed by developers's engineer. Any relocations after installation will be at developer's expense. 10. Location of blow—off in new street. area will terminate where street improvement ends. 11. Services installed across street area will need import backfill when government agency's compaction requirements cannot be met with native back iti. 12. It is the responsibility of the contractor to verify the exact location and depth of all existing and proposed facilities prior to water main installation. 13. The list of materials for this project is for CWS. Co. estimating and reference purposes only and is not intended as a full take—oft of material required. 14. The water supply for this development is from local underground aquifers. Additional wells for replacement and pressure will be required in the future. 15. Developer shall obtain all permits necessary for the installation of the . facilities. I& This water plan design is based on incomplete and unapproved improvement plans. Therefore, sewers, storm drains and street grading con— flicts may occur. 17. ®= indicates fire hydrant (Bakersfield) Limits of CWS Co. ownership for each hydrant 1 — 6 Inch Outlet tee PO 1 — 6 Inch Gate Valve PO 5 — 6" Field Lois Gaskets 1 — Volvo Casing and Cover Assembly 1 — 6 Inch Ell 90' PO Dl CL t/— 7 Feet ' of 6 Inch Duct'te Iron Pipe 1 — 6x42 Inch Fre Hydrant Bury FLGxMJ 1 — 6x6 Inch Fire Hydrant Extension 1 — Set Bolts, Nuts and Gasket F/ Hyd. Polywrop Tubing, PVC Tape, Line Guard and and Misc. Coating, and Material. Applicant to provide fire hydrant head, bury and extension through the City of Bakersfield Fere Department. IF FIELD CONDITIONS OR FIRE PROTECTION AGENCY REQUIRE AN ALTERNATIVE INSTALLATION, THE OUTLEF TEE AND CATE VALVE MAY BE REPLACED WITH: 1 — 6 Inch Outlet Tee POxFLG Cl CL 1 — 6 Inch Flonge Tyle Gasket 8 — 3/4x3-1/2 inch Machine Baits WIN" Nuts, 18-8 Stainless Steel 1 — 6 Inch Gate Valve FLGxPO NRS NO RS FIRE HYDRANT: Cft 1 — CLOW 850 2-1/2.& 4 NST KERN COUNTY: 1 — CLOW 850 2-1/2 & 4-1/2 (The fire chief will make the final choice of fire hydrant head with CWS Co: approval.) ENGINEERING DEPARTMENT am rear. IS Ver gym= 0 Umm ❑ SCRIUM me ❑ n ❑ OFF 23-23&U-23 Be". w=80' DRM BYs M. FONGr DB6{OM Wk D. PRASANNA CIMCKIMBY UT& - + t311� APPR01i13II BY: IMT& 4 #� b SUMMARY 1875'- . 12" DUCTILE IRON PIPE 18851— 8" PVC C-=900 PIPE .12801— 6" PVC C--900 PIPE 40— 1" SHORT SERVICES 40— 1" LONG SERVICES/COM • TRENCH 1— 1" LONG SERVICE 2— 8" CL&C DOUBLE OFFSETS 4— 6" FIRE HYDRANTS TYPICAL STREET CROSS SECTION N.T.S. C/L R/W ll. 55'-60' -�- FOC VARIES 16' 48'-54* 10' �uwascAPE AREA 4' W . WIDE PROPOSED 12" SIDEWALK WATER MAIN 5' FR F.O.C. KRATZMEYER ROAD CR/W LDSC /L P/L FOC 5' 48'-65' 10' LANDSCAPE AREA 4'' 5' WIDE PROPOSED 12", SIDEWALK WATER MAIN j —�1 V F F.O.C. RENFRO ROAD q 6' HiGH BLOCK WALL 6' HIGH BLOCK WALL R/W TYPICAL INTERIOR STREET VE LK Y iliI l l i ALA N.T.S. BILL OF -MATERIALS 1Z=.MAI 1875'-12" DUCTILE IRON PIPE 2815'—POLYWRAP TUBING F/12" PIPE 23—RLS PVC TAPE 2065'—LINEGUARD TAPE 2065'—TRACER WIRE 112AWG STRANDED COPPER THWN INSULATED 5-1Y GATE VALVE PO 5—VALVE CASING & COVER'" ASSY 1-12" TELA PO 1-12"X$'TEE PO 2-12" ELL 11.25 PO 2-12' ELL 22.5 PO 2-12" CAP TAPT 2" MJ 2-2"- BLOWOFF ASSY 23-12" RINGS F/P0 FITTINGS 1-8" ROM F/PO FITTINGS 1— TIE—IN MATERIALS PER DETAIL "A' W, M -A 't885'-8" PVC C-900 PIPE 2075'—UNEGUARD TAPE 2075'—TRACER WIRE 12AWG STRANDED COPPER THw INSULATED 5-8" GATE VALVE PO 5—VALVE CASING & COVER ASSY 2-8" TEE PO, 1-8" X 6" TEE PO 2-8" X 6" REDUCER PO 2-8" ELI. 45' PO 1—W CAP TAPT 2" MJ 1-2" BLOWOFF ASSY 24-8"• RINGS F/PO FITTINGS 3-6' RiNGS F/PO FITTINGS 60`—POLYWRAP F/01 FMINGS 6" MAI 1280'-6" PVC C-900 PIPE 1410'—UNEGUARD TAPE 141W—TRACER WIRE #12AWG STRANDED COPPER THW INSULATED 2-6" GATE VALVE PO 2 -VALVE CASING & COVER ASSY 3-6" CAP TAPT 2" MJ 3-2" BLOWOFF, ASSY 4-6" RiNGS F/PO FrITiNGS 10'—POLYWRAP F/01 FITTINGS �F.ft3GIS� 40— 1" SNORT SERVICES (LOTS .,11-20. 31-40, 41--50, 61-70) 40- 1" LONG SERBS/COMMON TRENCH 1— (LOTS OLONG 60. 71-80) SERVICE (LATS 8 " FIRE HYDRANTS 4--6" FIRE HYDRANTS 4-8" X 6" IEE PO SEE NOTE #17- F/`CYPICAL MATERIALS QL&C DOUBLE OFFSET' 1-8" CL&C DOUBLE OFFSET' w/ 2.3' DROP, PC. MK. "X" PER DWG. CW -693 1-8" CLr&C DOUBLE OFFSET w/ 2.1' DROP. PC. MK. 'Y" PER DWG ON -693 4-8.05" X &63" OD FLEX COUPLINGS, 10" SUV ptQTE; WHEN ASSEMBLING A PVC C-900 PIPE TO AN IRON FITTING (PUSH—ON OR MECfMIC& JOINT). REMOVE ALL BUT 1/4 INCH OF THE FACTORY MADE BEVEL FROM THE' SPIGOT END OF THE PIPE PRIOR TO INSTALLATION. NOTES: 1. inspection of ail materials and installation for pipeline. hydrants and services must be made by California Water Service Company. Telephone: (661) 832-2141 at least 48 hours before starting work on water faciities. 2. Any easements and rights—of—way which may be necessary or reasonably appropriate for the extension will be conveyed or caused to be conveyed by . the applicant, 3. Contact Underground Service Alert at 800-642-2444 at least 48 hours prior to the commencement of this project. . 4. Place o continuous roue and strip of detector tope over all pipe and extend up into all valve boxes. Tracer wire is required on all pipe. S. For details of typical thrust block installation, see drawing. CW 435—R4. 6. Protect underground flexible couplings, bare steel, MJxW sleeves, and all baits (including stainless steel) as . follows: a. The entire area of .the fitting must be • dry . and free of dust, dirt, and other foreign matter. Rust or other foreign matter must be removed by scraping or wire brushing. Wiping frith a dry dean cloth may be necessary to remove the particles from brush cleaning. Any oil or grease must be removed by using a - low residue, volatile petroleum solvent -before application of grease and wrapping. b. The exposed area should be coated with a heavy coating of Metaiguord 301 grease by the glove method to a thickness of 'at, least Ile. c. Firmly wrap the entire grease area with one layer, half tapped of a woven glass filament mesh (Res or Sit Wrap. 4" wide). d. Apply a second layer of Metaiguard 301 grease on top of the glass filament by the glove method to a thickness of at least 1/4'. e. . Firmly wrap the entire grease area with a second layer, half topped of the woven glass filament mesh. f. Cover the entire mesh wrapped area of the fitting wish a third and . final coaling at least 1/4 thick of Metalguard 301 grease by the glove method. g. Firmly ' apply 2 layers of polywrop, half tapped over all areas of the' coated and wrapped fitting. Backfilling may follow immediately after this wrapping. 7. Water main shall be installed at least 10 ft. horizontally from and one foot higher than storm and- sanitary sewers located parallel to the main if feasible: Center a 20 foot . length at all storm and sanitary sewer cross— ings. Minimum separation between sewer and water. main shall be one foot unless otherwise indicated. 8. No valve covers or meter boxes are to lie in sidewalks, cross gutter, . curb or driveways. Each service should- also ' be located to provide protection- to- the meter box from auto traffic and parking. 9. The exact location of each service to be de— termined at the time of installation to avoid conflicts with other utilities. Therefore, the number of long, short and split services may vary. Preferred CWS location to be staked and installed by developers's engineer. Any relocations after installation will be at developer's expense. 10. Location of blow—off in new street. area will terminate where street improvement ends. 11. Services installed across street area will need import backfill when government agency's compaction requirements cannot be met with native back iti. 12. It is the responsibility of the contractor to verify the exact location and depth of all existing and proposed facilities prior to water main installation. 13. The list of materials for this project is for CWS. Co. estimating and reference purposes only and is not intended as a full take—oft of material required. 14. The water supply for this development is from local underground aquifers. Additional wells for replacement and pressure will be required in the future. 15. Developer shall obtain all permits necessary for the installation of the . facilities. I& This water plan design is based on incomplete and unapproved improvement plans. Therefore, sewers, storm drains and street grading con— flicts may occur. 17. ®= indicates fire hydrant (Bakersfield) Limits of CWS Co. ownership for each hydrant 1 — 6 Inch Outlet tee PO 1 — 6 Inch Gate Valve PO 5 — 6" Field Lois Gaskets 1 — Volvo Casing and Cover Assembly 1 — 6 Inch Ell 90' PO Dl CL t/— 7 Feet ' of 6 Inch Duct'te Iron Pipe 1 — 6x42 Inch Fre Hydrant Bury FLGxMJ 1 — 6x6 Inch Fire Hydrant Extension 1 — Set Bolts, Nuts and Gasket F/ Hyd. Polywrop Tubing, PVC Tape, Line Guard and and Misc. Coating, and Material. Applicant to provide fire hydrant head, bury and extension through the City of Bakersfield Fere Department. IF FIELD CONDITIONS OR FIRE PROTECTION AGENCY REQUIRE AN ALTERNATIVE INSTALLATION, THE OUTLEF TEE AND CATE VALVE MAY BE REPLACED WITH: 1 — 6 Inch Outlet Tee POxFLG Cl CL 1 — 6 Inch Flonge Tyle Gasket 8 — 3/4x3-1/2 inch Machine Baits WIN" Nuts, 18-8 Stainless Steel 1 — 6 Inch Gate Valve FLGxPO NRS NO RS FIRE HYDRANT: Cft 1 — CLOW 850 2-1/2.& 4 NST KERN COUNTY: 1 — CLOW 850 2-1/2 & 4-1/2 (The fire chief will make the final choice of fire hydrant head with CWS Co: approval.) ENGINEERING DEPARTMENT am rear. IS Ver gym= 0 Umm ❑ SCRIUM me ❑ n ❑ OFF 23-23&U-23 Be". w=80' DRM BYs M. FONGr DB6{OM Wk D. PRASANNA CIMCKIMBY UT& - + t311� APPR01i13II BY: IMT& 4 #� b BAKERSFIELD /� �.4�--�{1� 0-06 FRO V4 Wq 00015501 3iR0m lr'tl s BIS --10284 on : or 2 r� 0-3 0 BAKERSFIELD /� �.4�--�{1� 0-06 FRO V4 Wq 00015501 3iR0m lr'tl s BIS --10284 on : or 2 PIPELINE CROSSING INFORMATION AT WATER MAIN CROSSINGS IN CONF=LICT WITH OTHER FACIUTEF.S: When the water main is in conflict with existing foollitme or proposedfacilities that require more than a 2 foot adjustment from the nominal 4 feet of cover, a fabricated sted cement mortar lined and cement mortar coated offset will be installed of the crossing per CWS Co. standards. « DENOTES CL&C OFFSET REQUIRED �..! FINISHED GRADE ELEV. - 362.3* 12" SANITARY..SEWER INVERT ELEV. = 345.0- INSTAL.L 12" DI .:OVER 12" SS w/` 4' COVER. 1�! 21.4" CONDUIT FOR TS INTERCONNECT WATER MAMA WILL. INSTALL -BEFORE 2-4" Comm. 2-4" CONDUIT FOR TS INTERCONNECT WATER MAIN WILL INSTALL BEFORE 2-4" CONDUIT FINISHED GRADE ELEV.` = 360.9* 8" SANITARY- SEWER INVERT ELEV. = 346.2 INSTALL 12" DI OVER 8" SS w/ 4' COVER: TS INTERCONNECT UNE WATER MAIN WILL INSTALL BEFORE TS INTERCONNECT UNE. 6 TS INTERCONNECT UNE WATER MAIN WILL INSTALL. BEFORE TS INTERCONNECT LINE, FINISHED - GRADE ELEV. = 360.1* 8" SANITARY .SEWER INVERT ELEV. - 30.6 INSTALL 8" PVC OVER 8" SS w/ 2.5' COVER. FINISHED GRADE E LIE V. - 360.1.* 18" STORM DRAIN INVERT. ELEV. - 384.4 INSTAL: 8" PVC OVER 18" SO w/ 2.5' COVER. . FINISHED GRADE ELEV. - 360.0.* 8" SANITARY SEWER,. INVERT ELEV. - 351.0 INSTALL 8" PVC OVER 8" SS w/, 4' COVER. FINISHED GRADE ELEV..- 360.0* 18" STORM DRAIN INVERT 8". - 354.9 . INSTALL 8" CL&C DOUBLE OFFSET UNDER 18" SO w/ 6.3' COVER, 2.3' DROP. PC MK "X" PER DWG CW -693 V FINISHED GRADE ELI;V. - 359.7* 8" SANITARY SEWER INVERT EL IEV. ="3'51.9 INSTALL 8" PVC OVER W SS w/ 4' COVER. ' FINISHED GRADE ELEV = 359.7* 18" STORM DRAIN . INVENT ELEV. - 354.8 INSTALL 8" CL&C DOUBLE OFFSET -UNDER -18" SO w/ 6.1' COVER. 2.1' DROP, PC MK "Y" PER DWG CW -893 1� i W. -•-j-►-12" BOTH WE TRENCH NOTES FOR ---TIE IN: TRENCH WIDTH (W) SHALL BE ONE PIPE DIAMETER PLUS 12" ON EACH SIDE OF THE PIPE. (E.G. A 6" OR 8" MAIN REQUIRES A 30" 'TRENCH). TRENCH LENGTH (L) SHALL BE 14' (MIN). (10' FOR TIE-IN PLUS 2' EXPOSURE OF EXISTING AND NEW MAINS). TRENCH DEPTH (D) SHALL BE 12" (MIN) BELOW BOTTOM OF MAIN. DE3VELOPEWS- CONTRACTOR. SHALL PROVIDE TRENCH SHORING PER OSHA STANDARDS. DEVELOPER'S CONTRACTOR SHAD. BE RESPONSIBLE FOR EMBEDMENT BACKFILL, TRENCH BACKFILL, COMPACTION TO REQUIREMENTS, S, AND FINAL PAVEMENT RESTORATION. NOTE-- IF UNFORESEEN CIRCUMSTANCES OR FIELD CONDITIONS ARISE THAT REQUIRE ALTERNATE OR ADDITIONAL MATERIALS FOR THE TIE -!N TO.THE EXISTING SYSTEM, THE DEVELOPER'S CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE THIS MATERIAL .TO THE COMPANY TO COMPLETE THE TIE-IN. NEW MAIN: EXISTING MAIN: EXCAVATE TO EXCAVATE TO EXPOSE 2' MIN. EXPOSE 2' MIN. 1 3 4 3 2 ( PIPE 0 2 „ 10' 2' 12" BOTH MIN. SIDE (L) TIE ---IN DEVIL "A" N.7 S. 1- DEVELOPER'S CONTRACTOR SHALL INSTALL NEW MAIN AND ADJUST FROM- NOMINAL UNE AND GRADE TO MATCH EXISTING FACIUTIES AT THIS LOCAATION. THE DEVELOPER'S CONTRACTOR SHALL INSTALL A TEMPORARY CAP AND BLOWOFF AT THIS LOCATION, CALIFORNIA WATER SERVICE CO. WILL TIE THE NEW MAIN FROM THIS LOCATION. 2- EXISTING MAIN, 12" DUCTILE IRON PIPE THE DIEVELPOEWS CONTRACTOR SHALL PROVIDE CALIFORNIA WATER SERVICE COMPANY WITH THE FOLLOWING MATERIALS FOR THE TIE-IN IT WILL MAKE AT KRATZMEYER ROAD. 3. 1 - 12" SOLID SLEEVE MJ, 10" SLEEVE (2 TOTAL) 4. 10' -- 12" DUCTILE IRON PIPE NOTE: IN ADDITION, THE DEVELOPER'S CONTRACTOR SHALL PROVIDE: MISC, MATERIAL REQUIRED TO COMPLETE THE TIE-IN SUCH AS, BUT NOT LIMITED TO PROTECTION COATING MATERIAL FOR PIPE & FITTINGS, UNEQUARD TAPE. CONCRETE FOR THRUST BLOCKS, EMBEDMENT BACKFILL AROUND AND OVER THE PiPIE, FINAL BACKFILL TO MEET COMPACTION REQUIREMENTS. AND. PAVEMENT REPLACEMENT. IMPORT BACKFILL lRED WHEN GOVERNING AGEN S COMPA+CTI.ON REQUIREMENTS CANNOT BE MET WITH NATIVE BACKFILL PAVEMENT & BASEROCK (WHERE REQUIRED) FINISHED GRADE *WATER* UNEGUARD TAPE Q °. (FOR ALL P043 ♦' .. 4' MEN • ` UNLESS SAND ENVELOPE ; • • ♦ • • ' OTHERWISE TRACER WIRE '�' ♦ : , (FOR ATL PIPE) 12' POLYETHYLENE ENCASEMETiT, EMIL (FOR DUCTRE IRON PIPE) OR DUPVC iL.E IRON PI -900 PE 6 NATE: • 1- ALL EXCESS SPOIL IN IS TO REMAIN TRE"NCHSIDE AND ALL EXCESS SPOIL, CFF�tRAC7 iS TO BE. REMOVED. 2. ALL VALVE CASINOS AND COVERS SHALT_ BE RAISED TO FINISHED GRADE AFTER PERMANENT PAVEMENT HAS BEEN PLACED. 3. CONTRACTOR. SHALL CONFORM TO CITY OF BAKERSFIEID STANDARD SPE:Ci-ICATIONS ST -6 (PAVEMENT PATO) AND ST -22 (TRENCH BACKFILL AND COMPACTION). TRENCH CROSS SECTION N7.& PIECE MARKED "A" "B» "C" "D� 8-2EA "F* .707 "�,► F-2 " " 2'-0"-E X 2.3' 3.3' 11.9' 2.5' 3.3' 2.4' 1.6' 40 6.25" 3.3' i 1.5' 2.5' 30 2.2' 1.6' y -- TYP COATING HOLDBACK (TYP) 8* (lyp) 4&. WING ELBOCEMENT MORTAR LINING) FI.USH (TYP) • � .G. STEEL PIPE 4V AN "t" (Typ) 1. STEER. CYLINDER SHALL BE PER A.S.A. WITH ASTM A53 TEST PRESSURE AND ASTM A36 PHYSICAL PROPERTIES. 2. COATING SHALL BE REINFORCED WITH, 14 GAUGE WERE MESH OR 14 GUAG£ WERE SPIRALLY WOUND IN CENTER OF COATING PER LATEST REVISION OF AWWA STANDARD C20.5 3. WEEDING FITTINGS SHALL BE ASTM A234 GRADE S. 6.63" smm 40 am 3 8" cava 3 4" scala. 40 •s- 3.75" X de Y 2 8.63" 20 3/80 3/4" 40 5.00" 10.75" 20 1/2" 3 4" 40 6.25" 12.75" -20 112" 31,e .375" 7.50" 14.0" 10 '1 2" 3/4"30 8.75" 16.0" 10 1 2" V4!' 30 10.00" 18.0" 10 1 2" 3/4" .37'5" 11.25" 201.0" 10 #/2"3/4" 2O 12.50" GEMENT MORTAR LIMNG, CML. CEMENT MORTAR COATING. CMC CW CEMENT MORTAR LINED & COATED STEEL 89386 DOUBLE OFFSET WITH 45P ELBOWS ENGINEERING DEPARTMENT am am MMWMO rsa: M aaas INO sasssssc ❑ � 0 VIL 0 PLAT SB88T Nat OFF 23-23,24--23 1"=80" BMW BY . FONG E�Bi!IBD AXs D. PRASANNA CMIUM Hlr: "M APPJWM Iffs "TM l� BAKERSM0 7AY;iK 4-10--05 FOUR ma 00015501 n►,m WJ BK -10284 8" a OF y l� BAKERSM0 7AY;iK 4-10--05 FOUR ma 00015501 n►,m WJ BK -10284 8" a OF SPECIFICATIONS FOR MATERIAL Ductile Iron (00 Pipe: All Ductile Iron pipe shall. comply with the latest revis'son of AWWA Standard C151 and shaft be cement mortar fined in - conformance with the latest revision of AWWA Standard C104 Aft . pipe shall have Push -on Joint ends complete with gasket unless specified otherwise and shall be Pressure Class 350 in oft sizes from 6" to 12" unless specified otherwise. Pipe shall be furnished with polyethylene encasement complying with the latest revision of AWWA Standard CIO& Ail pipe shall be manufactured by Pacific States or U.S. Pipe. Pobogyl Chloride (PVC Pipe: All pipe shall be Close 150, D.R. 18. unless otherwise specified and shall comply with the latest revision of AWWA Standard C900. The pipe shalt have ductile-tron-pipe equivalent outside diameter dimensions and shall have Push -on Joint ends corripiete with gaskets. All pipe shah be manufactured by PW pipe. J -M Pipe. CertainTeed. Diamond Plastic Corp.. Vinyl Tech or Uponor. All cement mortar lined and "tooted steel pipe shag be fabric ated from steel cylinder ASA schedule as k400ted on the- drawing, with ASTM A53 test pressure and ASTM A36 physical properties. Cement mortar protective coating shall be 3/4" for all pipe sizes. The lining shall be 1/2" for 12" and larger pipe and 3/8" for 6" and 8" pipe, and conform to the latest revision of AWWA C205 Standard. Cement Mortar Coating shag be reinforced with 14 gouge wire mesh or spi a€ly wound wire in center of coating. All CL&C steel pipe required for the water main installation shall be as specified on the drawing. BC " oda-Lok" VIP Restrained Jnin� _ ei_o: All PVC "Certo -Lok" VIP Restrained Joint pipe shall be manufactured by CertainTeed. Certa-tok shag comply with AWWA Standard C-900. Pipe is made to ductile -iron -outside -diameter, OR 18, Class 150, in 20' W3(mg lengths, with twin gasket Certa-Lok couplings, nylon splines. and . rubber rings. . ,regi, (Stl) Pipe: AN Steel pipe shag be as specified on the drawings. Polvet�ene (P Pipe: This section is for PE pipe for mains or services sizes a and forger and shalt only be used when specified on the drawings. Ai PE pipe shag be high density polyethylene (HDPE) complying with the latest revision of AWWA Standard C906 and PPI PE 3408. PE pipe shalt conform to the outside diameter for the ductile -iron sizing system (D€OD) in Table 7 of •AWWA C906. For water mains where pressure will be less than 100 PSi. SDR 17 shall be used. For working pressure between 100 end 160 PSI. SDR 11 shall be used All pipe shall conform 'to. NSF Standard X114 and X161. All pipe shall either be blue or have blue printing on it to . designate it's use as a potable water pipeline. HDPE pipe shall be manufactured by CP Chem (Performance Pipe-Driscop€ex). Pip$ i•;ttings: All fittings shall be as specified on the drawings and shag be. Ductile Iron complying with the latest revision of AWWA Standard C153. Ail fittings shall either be cement -mortor lined in conformance - with the latest revision of AWWA Standard 0104 or coated with fusion -bonded epoxy inside and outside in conformance with the latest revision of A~ Standard C116. Alt fittings shall be manufactured by U.S. P€pe or Vnlon/Tyler. Gate Vaives: All gate valves shall meet or exceed the latest revision of AWWA Standard C515 for reduced wall. resilient -seated gate valves (or C509 for resilient -seated gate valves) and shall be provided with left hand to open, ductile iron (or cost iron) body with epoxy coating inside . and out complying with the latest revision of AWWA Standard 0550, nut operated non -rising stem with 2" square operating nut, two 0 -ring stem seals above the thrust collar and one below, O-ring gaskets and 304 stainless steel bolts and nuts on bonnet and stuffing box and EPDM rubber encapsulated wedge (when available at no extra cost). All gate valves shal€ be manufactured by Mueller Company, M & H Valve and F i Co n itt m Ken ed Valve Co. Clow Valve Co. r Control, American AVK Co. or U.S. Pipe.�Two inch and � smatter gate valves shall be Class. 125 with standard - thread, bronze with wheel. and be manufactured by Milwaukee (No. 105) or Nibco. 6UJ%grfiy..y .N, :mss: ,bi va;-V t greater than 12" aorninai slze shalt be butterfly valves. All butterfly valves shall comply with the toted revision of AWWA Standard C504, and shall be provided with "0 -Ring" packing, left hand to open, nut operated with 2" square operating nuts, ductile iron body, sta€nless steel shaft, resilient seat and heavy duty actuator. The butterfly valves shag be manufactured by Mueller Company, M & H Valve & fitting Company, Pratt Company or Kennedy Valve Co. f'EQ=m Reducing Valves All pressure reducing ,volves shah be manufactured by The Cla-Val Company. The Model number, body construction, and flange drilling shall be as specified on the drawings. The . drawing tT qX indicate that the pressure reducing valve wig be . supplied by California, Water Service Company. Ail valves shall have factory set controls or pilots as specified on the drawings. All control or pilot piping shall be copper tubing or brass pipe. PRV vaults shall be as specified on the drawings. Check Valves: Unless specified otherwise,' all check valves shall be swing type, with spring and lever and . shall comply with the latest revision of AWWA Standard C508. _ The Valves shall have class 125 flanged ends unless shown otherwise on the drawing. Check valves . shall be manufactured by Mueller, Clow, or M&H. . Va es ,fo�jag; AN gate valves for topping purposes shag be Resilient Seat ype volves. The valve for topping shalt be manufactured by Mueller Co.. Kennedy Valve Co. or Clow Volvo Co. 7a, aping Sleeves All tapping sleeves shag be ail stainless steel including #€anile and shah only be used when specified on the drawings by CWS. Topping sleeves shag be JCM Model 432, Mueller Model H304, Smith Blair 662-663 or Ford style FiSS. Votive Casings and Covers: Ail valve casings and covers shall be fabricated as shown on the latest revision of drawing CW --14 as applicable. Fire ._ All fire hydrants shall be as specified on the district specific drawing or as approved by CWS _ Co. distract personnel. For typical Fire Hydrant details see the latest revision of drawing CW 380: Eire WWrant Ru Ail fire hydrant burgs shall be manufactured from - Ductile trim to ASTM A536 and have a minimum working pressure rating of 200 PSI. Burys shalt be manufactured by Clow, SBF, Stgma, or*_ Star- ' Pipe. . . SeDpce Materials: All 1" and 2" service material specifications ;except copper tubing and .plostic PE pipe shall be as shown. on: the Iotest�- revision of drawings CW -555 or CW -436 which includes alternate : . manufacturers. All service material specifications for services larger. than e shag be as specified on the pion and/or as specified on the €atest revision of the CW drawing for that size service. . Saddles: All saddles shalt be as specified on the latest revision of the applicable size. service standard draining: 1" = CW -555 and .. . 2" = CW -436. ' Solder. All solder shag be lead free. ' . . aper 'tubing; All copper tubing shall conform to the latest revision of ASTM Specification 888 and be Type K soft. Po(vethvlene (W .Service ,Pim All PE plastic pipe for 1 " or 2" services shall comply with the €atest revision of ASTM D2239 with a Standard Code Designation of PE 3408. Dimensions and tolerance of ,pipe shalt be . 0s specified in Table 3 of the latest revision of AWWA Standard 0901 for PC 200-IOR7. This is a high density polyethylene plastic pipe . conforming to the. inside -diameter dimensions of iron pipe sizes and having a 200 p.s.i. pressure rating. The pipe shall be approved by N.S.F. as suitable for potable water products. Meter Boxes: Ali meter boxes for 1" services and a services shall be as specified on the latest revision of drawings CW -555 or CW -436. Ail meter boxes for services larger than 2" shalt be as specified on the plans and/or as specified on the latest revision of the CW drawing for that size service. Ail meter boxes for 1" services and 2". services shall .be supported by placing bricks or 2"X4" pressure treated lumber under two sides of the base of the meter box. . Vaults: Vaults for appurtanences other than meters (such as Check Valves or PRV's) shag be os specified on the drawings. Machine Bons: AN steel bolts and nuts used for flanged Meigs, flexible couplings, dr other bolted appurtenances shall be 304 stainless steel. Ductile iron bolts are acceptable when the appurtenance is made of ductile iron and comes writh option of ductile iron bolts, such as mechani ai joint fittings. Anti-goul lubricant shall be used with stainless steel bolts & nuts. e Blowoff Assemblies: AN materials for 2" blowoff assemblies shall be as shown on the €atest revision of drawing CW -122. �irible Coirplia= The Company may require flexible couplings to be epoxy coated N edit conditions are determined to be corrosive tf the flexible .coupling is steel the sleeve must be a minimurm of 10 inches long. If the flexible coupling is ductiile iron then a standard sleeve length may be used unless the drawing specifies otherwise. Flexible Couplings shalt be manufactured by Smith Blair or Ford Meter Box Company. SS?ii3d.. 1ftDll+3 All sand sleeves shag by made of ductile iron and shall be manufactured by Tyler Pipe or Union/Tyter Foundry. PVC High Caflection Couplinas: AN PVC high deflection couplings shall conform to the latest revision of AWWA C900 and shag be manufactured by Certainteed. • All PVC closure couplings shall conform to the latest revision of AWWA C900 and shall be manufactured by Certainteed. e Boll Vg ves, Two inch bag valves shag be as shown on the drawing and shag be manufactured by Mueller, James Jones. Ford Meter Box Company or AY McDonald. Tracer Wire: Tracer wire shag be minimum #12 AWG stranded copper wire with THW, THWN, or THHN rated insulation, cxolor blue and installed with oil paps ine�ng PVC. polyethylene, and ductile iron pipe. For installation details see the latest revision of drawing CW -850. SPECIFICATIONS FOR INSTALLATION OF DUCTILE IRON AND POLYVINYL CHLORIDE PRESSURE P E AND APPITRTENANCES Permit&- Ail specification sheets, city/county or other environmental permits necessary for the . installation of facilities must be obtained' by the Developer or Developer's Contractor and be , on the job site prior to and during 'construction. Compliance with aft the Rules and Regulations of the Colifomia Occupational Safety and Health Act (CAL OSHA). Public Low 91-5966, the "Williams' Steiger Occupational Safety and Health Act of 1970. is required on this project. The work practices far all . pipe shag be in accordance with the latest revision of the American Water Works Association Publication C600 Standard for installation of Ductile Iron Water Mains and their Appurtenances, C900 Standard for Polyvinyl Chloride (PVC) Pressure Pipe, and M23 Manual of Water Supply Practices. for PVC Pipe-Oesign and Installation. , Please note direct discharge of highly chlorinated water to the environment is expressly prohibited. Refer to "Spedi icctions For Dechlorinotion Of Flushed Water" for more information. The Developer's Contractor shag comply with -environmental taws and regulations as set forth by ail federal, state and local agencies. .. M� AN materials installed for the facilities to be constructed by the Developer's Contractor must comply wash the drawings and 'Specifications for Material". N2 materials. are to be supplied or furnished by Conformia Water Service Company unless specifically indicated on the plans for special installations. All materials must be on the job site and inspected prior to start of construction. Any pipe. valve, or appurtenance whether installed ' or not, which in the opinion of the Company, does not meet the requirements of these speclfiaations or otherwise found unfit. shall be .rejected as being unfit. and shat€ be immediately removed from the job site. €.ine gild_ Gmd The horizontal and vertical alignment for installation of the pipe shall be established in the field by the. Developer's Contractor in accordance with the plans and specifications. Location of water facilities including finished grades and elevations shall be staked -with offsets on site by the Developers project engineer prior to start of. construction. Final elevations of installed facilities, meter boxes, valve covers. hydrants. etc. shall be signed off by the Developer's project engineer prior to acceptance of facilities. Qmw Under normal conditions all mains shall be covered to a depth of four feet belowv the finished grade over the pipeline, un€ess specified otherwise on the plans. Prior approval must be obtained from California Water Service Company to install mains with greater or' less than four feet of cover. Sirs Wgop 50=gt3 Water Mains and $gnl= Sewers or other Facilities; Water mains shall be installed at least ten feet horizontally from and one foot higher than sonitary sewers kocaied parallel to the main, untess specified otherwise on the plans. Install water mains a minimum of one foot higher than sanitary sewers crossing the mains. At all storm and sonitory sewer crossings, a fug pipe length shall be centered over the sewer- pipe to keep an adequate distance between the sewer and the water pipe joints. A 20 feet length of PVC or 18 feet length of D1 pipe is considered to be a full pipe length. The State of California Department of Health Services "Criteria for the Separation -of Water Mains and Sanitary Sewers" shall be followed . when installations can not meet the. "Basic Separation Stondords". A minimum vertical clearance of twelve (12) inches . shall be maintained between the water main and aft foreign structures, and a minimum horizontal clearance of five (5) feet shall be . maintained between utilities unless otherwise #Indicated on the plans or approved by the Company. Refer to "Pipeline Crossing Mformotlan" shown on the pians for information of water main installations crossing other_ proposed or existing facilities. Company approval must be obtained prior to making any changes from the plane. This includes changing grade or alignment to avoid structures, other pipes, manholes, or any other fixed objects which may be encountered during installation. As per company standards, changes in cover over the pipeline may require the installation of a fabricated steel, cement mortar lined and coated offset. Workmansh:p; The pipe shall be installed to a true line and grade except on curves where ductile . iron pipe may be installed with joint deflections between adjacent lengths of pipe not to exceed 3 degrees, for ductile iron pipe sizes 6". 8 , and 12". PVC pipe shag not be deflected at joints for horizontal or vertical deflection. No joint deflection shaft be allowed in joints between fittings and pipe. "Certdinteed" F.N, C Deflection Couplings shall be used with PVC C-900 between adjacent lengths of pipe to attain up to 5 degrees deflection at the joint when required. When assembling a PVC pipe to an iron fitting. valve. or appurtenance (push -on). remove all but 1/4 inch of the factory . made level from - the spigot end of the pipe. Bottom the pipe in the beg of the iron fitting. . Field -cut lengths of PVC and D€ pipe may be used for making connections to valves. fittings, appurtenances, and closures where necessary. The cutting and beveling of the . pipe for inserting into the boil shall be done by the use of a square cutting toot approved by the Company and manufactured for this purpose, without damage to the pipe. The bevel of the pipe shall be the same as required for the fitting. Trench Battom; The bottom of the trench shall be smooth and free from pieces of rock or other material that would tend to scratch, puncture or break the pipe or damage the polyethylene encasement used on ductile iron pipe. 0 rocks or stones are encountered, they sholl be removed to a depth of six inches below bottom of trench and the void filled with material tamped to grade. A six inch layer of sand shall be placed in the trench bottom to provide a firer, stable, and uniform support for the full length of the pipe..except at the joints where beg holes shall be dug two inches below the surface so that the ' pipe will not be supported by the joint. Under no circumstances shall the beg hole undermine the support for the fittings or valves. Valves and other various fittings may be required to be supported by a concrete cradle if : it is determined by the Company that the bedding in the trench bottom can not be . property compacted to provide adequate support. When an unstable subgrode . condition is encountered that could provide inadequate pipe support. the Company shalt require additional trench depth to be excavated, refilled and compacted with suitable foundation material. PVC or Di pipe or appurtenance shall not be laid in water. or when, in the opinion of the Company. the trench • conditions or the weather are unsuitable for construction. Any water main which has been submerged shall be removed from the trench and be reloid. The. trench shall be dewatered whenever running dr standing - water occurs in the trench bottom and the removal . shalt continue until the pipe has been installed and the backfill has been placed to a sufficient height to prevent the pipe from being submerged in water. IMPORTANT All trench excavations shall be in accordance with the Rules and Regulations of the California Occupational Safety and Health Act (CAL OSHA). This includes all necessary shoring determined by either the depth of trench and/or soil c:ondiiions. Pipe and ARpMEWngnees andling: AN water mains and appurtenances shall be carefully towered into the trench by meatus of padded slings, hooks, pipe tongs, or other suitable equipment consistent with safety, in such a manner to prevent damage to the exterior and Interior pipe or appurtenance surfaces. Under no circumstances shah any material be dropped or - dumped into the trench. Any foreign material inside the pipe shall be removed and the interior of the pipe kept clean during installation. PVC pipe. ductile iron pipe, or appurtenance with damaged exterior or interior surfaces shall not be- installed. During installation the open ends of the pipe shag be covered at night or when no work is in progress at that point to prevent entrance of trench water, animals, or other foreign matter. On aft pipe, a continuous strip of tracer wire (per materia€ specification) shall be taped to the top exterior surface of the pipe per the latest revision of drawing CW -850. Tracer wire splices using appropriate connectors are required at all locations where the wire is cut. A polyethylene encasement shag be installed over ductile iron pipe, fittings. and appurtenances per latest revision of AWWA Standard C1O5 Polyethylene Encasement for Ductile Iron Piping. mrd per the pians and specifications, or as requested and directed by the authorized Company representatives. N2ty; Ductile iron fittings and appurtenances installed on PVC C900 main shall require polyethylene encasement with a 2 feet overlap onto the PVC main. This overlap to be secured to main per the latest revision of AWWA Standard C105. t?ylZber Rip, Joists for PVC C-900 and Quoits Iron Pipe: Push --on type rubber ring joints with rubber rings for integral bell ends shag be joined as follows: The ring groove, bell socket and plain end should be wiped clean. Insert the gasket making sure that it faces the proper direction and that it is correctly seated. The plain end shag be beveled and free of any sharp or ragged ' edges which may damage or dislodge the gasket. Lubricate the entire outside end of the pipe including the pipe bevel, also lubricate the exposed. portion of the rubber ring gasket in the bell (See "pipe joint lubricant" below). Push the plain end into the. bell by hand or with the use of a bar and block until it is completely seated. keeping the joint straight while pushing. Construction machinery shall not be used to push the pipe into a pipe bell end or a fitting ben end. After assembly. the resulting position of the rubber ring shall be checked . with a feeler gauge. If "Field Lok" gaskets are specified on the plans, the gasket shall be installed in � occordance with the manufacturers recommendations. if "TR FLEX" restrained joint system lo specified on the plans, the joint assembly. shall be installed In. accordance viith the manufacturer's recommendations. Pipe joint lubricant shall be as specified by the pipe ' manufacturer and shall be NSF approved for use in potable water systems. When specified by the Company, or at the option of the Developers Contractor. Slikstyx spray -on gasket lubricant may be used as on alternative to the traditional lubricant supplied by the pipe manufacturer. This spray -on lubricant may be helpful in reducing taste and odor complaints from excessive traditional lubrication, particularly on dead end moins. When using Slikstyx, follow these instructions: After cleaning the bell and spigot of all grease, dirt, or foreign material. apply a thin film of Sliketyx gasket lubricant to the gasket and pipe spigot. Use core. on rotted fittings and PVC high deflection couplings;- as the product wig set up and cause difficulty in manipulating fittings. if the pipe will be installed for a long period before attempting to roll a fitting, the traditional pipe lubricant should be considered. One 16 fluid oz. cosi of Slikstyx will cover approximately 40 - 6" joints, 30 - 8" joints or 20 - 12" joints. Sliikstyx gasket €ubricant is currently distributed by Future Tools, Inc., Wellston. OH 45692. 1-800-576-9707. Mgr�.gdlical JoitL Mechanical joints shag be . joined as follows: The socket and plain end should be wiped clean and any excess coating in the bell should be removed. The plain end, bell socket, and gasket should be washed with a soap solution or - lubricont fuimished with the gaskets to improve the seating of the gasket in the ,socket and to help the various parts slide together along the. pipe. Place the gland on the plain end with the lip extension toward the plain end of the pipe. followed by the gasket with the narrow edge of the gasket toward the end of the pipe. Insert the pipe into the. socket and press the gasket firmly and evenly into the gasket recess. Keep the joint straight during the assembly. Push the gland toward the socket and center it around the pipe with the gland lip against the gasket. Insert bolts and hand tighten nuts. Partially tighten the bottom bolt first; then the top bolt; next the bolts. at either side: and finally the remaining bolts. Repeat this process until aft bolts are torqued to a value between 75 and 90 ft -lbs. if "Mega Lug" mechanical joint retainer glands are specified on the . plons, the gland assembly shall be installed in accordance with the monufacturees recommendations. Thrust Blocks: Concrete thrust blocks shall be provided for all fittings to prevent movement when the mann is under pressure, this Includes tees, ells, reducers, caps and plugs. Forms are required and are to be provided by the contractor. These forms shall be smooth, mortar tight and of sufficient strength to � maintoin shape during the placing of the concrete All concrete thrust blocks shag be constricted per the latest revision of drawing CW -435. Embedment ckfiN: The embedment bookfill is 6 inches of song, bedding below the pipe and 12 inches of sand backfgi 'above the pipe (see sand definition below). Care must be taken to compact the sand bockfll material solidly around and under the pipe. � Small tampers and vibrators are allowed for . compacting near the pipe and over the pipe after a minimum of 6 inches of sand backfill has been placed over the pipe. Flooding.' jetting or puddling may be employed for compaction in the first lift although +great care must be taken to prevent drainage or flotation of the pipeline.. Apply only enough water to give complete saturation. Erosion of support at the pipe sides and bottom by water jetting must be prevented. Rocks or hard lumps are not permitted to the embedment backfill or final backf ll. Sand is defined as material free from organic matter and clay with a . sieve gradation by weight as follows: . Sieve Sire Za.B g..;a OM No. 4 100 No. 200 0 - 5 i:{8gI Backfill: In areas where required, the permanent pavement and temporary pavement replacement must comply with specifications of the local governing authorities. All backfll above the sond embedment backfill must meet compaction requirements of the local governing agency. Ali pavement broken sholl be replaced in strict accordance with the requirements of the local authorities, or looking local requirements. in accordance with the latest revision of drawing CW -236. Other Facilities: All existing facilities, such as but not limited to sewers, gas mains, water mains, telephone conduits, and power or telephone poles which may be located close to trench operations must be protected by the Developer's Contractor. If any of these facilities are damaged by the Developers Contractor, repairs shag be made to the satisfaction of the interested parties at the Developer's expense. Valve C sgsi gs and Covers. A valve casing with cover shall be installed for each gate valve, butterfly valve. 2" blowoff assembly or when . specified on the plans per the latest revision of drawing CW -439. The valve cover and frame for valves in paved and unpaved areas shall be per the latest revision of drawing CW -14 The valve cover frame shag be set in a rang of concrete a min€mum of 24" in diameter and three inches thick or per local governing agency's standards whichever �is greater. All valve casing covers must be placed flush with the finished grade of the surrounding area. . 2" Blow Off Assemblies: A blow off assembly as shown on the latest revision of drawing CW -122 shat€ be installed for each dead end capped main. The assembly is to include a valve casing and cover. Services teeter -Boxes: Services and meter boxes shall be installed as shown on the latest revision of drawings CW -555 for 1" services. CW -436 for 2" services. and for larger than 2" services as designated on the plans and/or the toted revision of the CW drawing for that size service. The 1" and 2" service pipe shall be installed at a depth of 30" or more from finished grade over the service pipe and in no event shall the depth be less than 18". The Developer's Contractor must get prior approval from the Company to install service p€pe with less than 30" of cover. The meter box location must be staked by the Developer's project engineer and the boxes must be installed flush with finished grade of the surrounding area at the meter box cover. The meter boxes for 1" and 2" services shag be supported by placing 2"x4" treated lumber or bricks on two sides of the meter box's base. Avoid postal and street pedestals, driveways. trees/bushes, fencing. sewer lines. and other utilities. Saddles and saddle topping are required for all service connections made on PVC pipe. When making this type of connection. proper equipment must be used which attaches to the corporation stop permitting the cutting tool to be fed through the corporation stop to cut a hole in the pipe. It is important that the cutting tool be a sharp shell type (hole) cutter which will retain the coupon and be designed to accommodate wags as heavy as DR 18- pressure class 150. The shell cutter shag be lubricated on the outside only and not on the inside of the cutter with a recommended lubricant. Do not drill a hole in the PVC pipe with a twist drill or auger bit. Direct topping machines for service connections on ductile iron pipe must be approved by California Water Service prior to direct topping ductile iron mains. Plastic PE pipe is to be cold flared to match recessed fittings or is to hove outside end bevels for indatite fittings. Forming tool for bevels shall be Mueller s beveling tool number H10817 or approved equal. C20aWon le E�est�m: Only the Company is allowed to make the connection to the existing system. The Developer s Contractor shaft furnish to the Company the necessary fittings, valves, pipe. and joint material required to connect the new mains to the existing - system. The Developers Contractor must adjust from the nominal i;ne and. grade to match the existing facilities. The Developer's Contractor to complete piping and maintain the speed clearance from existing main as shown on the drawings. The Developers Contractor shall make the excavation for the tie-in. The trench shag be left in. a safe condition for the Company to complete the connections. If the trench is considered unsafe for. workers, the Company may require the Developer's Contractor to return and adequately excavate for the tie-ins at the Contractor's expense. After the Company has completed the connection. the Developer's Contractor shag install concrete thrust blocks, install valve casings and covers, and backfill the excavation. The Developer s Contractor shall then replace any pavement that was cut for the excavation. P sure Test: Prior to cny testing, at least seven days should elapse after the lost concrete thrust block was poured if Type I portiond cement was used and three days if high-eariy- strength Type IN portiond cement was used. A preliminary pressure test shall be mode by filling the mains with water and allowing them to stand under regular system pressure for a period of at least twenty-four hours. After completion of the preliminary test. the Developer's Contractor shall make a hydrostatic test by raising the pressure in the main to 50 pounds per square inch above the normal static pressure at the point of observation witty a minimum test pressure of 150 pounds #ter square inch. The pressure that the test b started at shall be maintained for a minimum of four hours (the test shall start and finish at the some pressure). A recording pressure gouge and water meter shall be provided by California Water Service Co. The hydrostatic test shall not be conducted without o Company representative present. Any leaks or failures that develop during the tests shall be repoired by the Developer's Contractor imm'ediateiy. Tice leakage shalt be measured accurately during the test period to determine that the leakage rate does not exceed the values shown in Table IA for ductile iron pipe and Table IB for PVC C-900 pipe. There shall be no leakage, zero gallons per four hours test period at 150 p.s.L for the portion of pipeline that is steel pipe CL&C with welded joints. An air test may be used as an alternate method on the steel pipe CL & C welded sections. Test .pressure to be 150 p.s.i.g., held for a four hour duration, with no volumetric loss duri t o n est eft d. A recordin 9 P 9 pressure. gauge .wig be provided by California Water Service Company. The necessary tops, connecting pipe, and valve fittings shall be provided by thte Developer's Contractor. If the mains fail to meet requirements of the hydrostatic test, the Developers Contractor shall. at his expense, make repairs to reduce the leakage. The repair _ work shag be continued unfit a satisfactory test is made. Disinfection of Mains: Ail mains that are installed by the Developer's Contractor shall be disinfected by the Developer's Contractor in accordance with the "Specifications for Disinfection of New Mains." d The Company reserves the right of access to the work at all times for the purpose of inspecting and the Developers Contractor shall permit the Company's representative to make an inspection at any time. The Developer's Contractor shall;.. notify the Company's local manager at €east 48 hours prior to any work being started at the project site. The Company win normally provide no more than 2 inspections per day during norma€ working hours. The trench must be left open until the Company has inspected the new installation and approved that portion of trench to be covered. if the trench is covered prior to the Company's inspection, the Developer's Contractor we'll be required to uncover the trench at the Contractor's expense. Protection: The Developer's Contractor shah at all times provide suitable and adequate danger signals and barricades. If necessary, the Developer's Contractor shall also provide temporary bridges. across the - trench . ,to permit free ingress and egress to and from private dravowoys or traveled roads or streets. No street shalt be closed unless a permit has been obtained from the appropriate authority. Specifications and Drawin= Specifications and drawings shall be taken together and anything shown on the drawings and not covered � by the specifications or covered by the specifications and not shown on the drawings shall be considered as though it were covered by both specifications and drawings. Any points of disagreement should be referred to the Company's representative as soon as possible to resolve any possible misunderstandings. Clean t jR Upon completion of the work, the Developer's Contractor shall remove all rubbish and waste materials resulting from the Contractors . operations and leave the ground along the route of the pipeline in a neat and clean . condition. The Developer's Contractor shall be responsible for removal of all excess spoil from the trench excavations, the Company shall not accept any responsibility. Guarantee of Workmanship: Notwithstanding Owner's acceptance of the new facilities, the Developer's Contractor shall guarantee ail of his workmanship for a period of one calendar year from and after acceptance of the work by the owner. The Developer shall be responsible for having his Contractor repair and make good any defects or imperfections in the work at his sole cost and expense. If deficiencies develop during the Guarantee calendar year, such as but not Ilmited to: leaks in the pipeline or appurtenances, settlement of trenches, or deteriorating pavement due to faulty or imperfect workmanship. the owner retains the right of making repairs and the Developer is responsible for the cost of said repairs. TABLE IA ALLOWABLE LEAKAGE PER 1000 Ff. OF DUCTILE IRON PIPELINE Average Test Pressure Nominal Pipe Diameter - inches . 6 6 8 10 12 14 16 1$ 24 (PSI) GALLONS PER HOUR (GPH) * 200 0.64 0.85 1.06 1.28 1.48 1 JO 1.91 2.55 175 0.59 0.80 0.14 1.19 1.39 1.59 1.79 2.38 150 0.55 0.74 0.92 1.10 1.29 i.47 i.66 2.20 * if the pipeline under test contains sections for various diameters, the +allowable leakage will be the sum of the computed leakage for each size. ALLOWABLE LEAKAGE PER 1000 FT. OF PVC C-900 PIPELINE Average Test Pressure Nominal Pipe Diameter - inches 6 $ 12 (PSI) GALLONS PER HOUR (GPH) * 200 .57 0.76 1.15 150 .50 0.66 .99 * df the pipeline under test contains sections for various diameters, the allowable leakoge wig be the sum of the computed leakage for each size. I SPECIFICATIONS FOR DISINFECTION ' OF NE1f MAINS General Instructions: 1. Precautions shall be taken to prevent soiling of pipe, fittings and other materials. Pipe and fittings shall be stored so as not to accumulate mud or water. and other material . shag be stored in . o clean. dry location. Particular core shall be taken to keep rubber gaskets and pipe ends clean. 2. Ail pipe shalt be clean before lowering the pipe into the trench. 3. When the main is left unattended, even for a short time, • the ends shall be plugged to prevent the entrance of foreign material or small animals. 4. Loading of new mains: A bait check valve is required on all new main installations to prevent any chlorine used for disinfection to enter into domestic water supply. Before the boli check can be installed to lord. the main, install the ball check in a backwards flow position to insure it is working property with no leaks. This test will be verified by the Confornia Water Service Company Inspector. The ball check con be placed on a blow -off or fire hydrant. Bag check valves will be supplied by the installing contractor. - 5. Apply the chlorine, using one of the methods described under "Chlorine Application Methods." A Colifomio Water Service inspector is to measure the chlorine concentration to insure that a 50 ppm concentration has been applied (not to exceed 200 ppm). Samples with a. high. chlorine concentration (>3.5 ppm) must be diluted with detonteed or distilled water poor to analysis. This insures that the test sample is within the operating range of the chlorine test kit. €f you need assistance with dilution calculations, please refer to the Water Quality Department public file (Calculations folder). 6. Allow heavily chlorinated water to. stand therein for a contact period of at least twenty-four hours. A California Water Service Company inspector is to measure the chlorine after this contact period. H the concentration has dropped to less than 1 ppm, then chlorination and the 24-hour contact period shag be repeated due to the high chlorine demand. 7. At the end of the contact period. flush the main thoroughly (See Specifications for Dechlorination of Flushed Water). The California Water Service Company Inspector is to test for chlorine to demonstrate that the water leaving the main has no more chlorine than in the water entering the main. 8. The Company's representative will collect a sample and work with the Water Quality (WQ) Department in having it analyzed for coliforms and general microbiologit� quality. The sample should be taken from a sampling device (blow -off) illustrated in drawing CW638, or a service located near the end of the chlorinated section. 9. A WQ staff member wig review the bacteriological results and determ€ne tf the main con be put into service. Further flushing and analytical work wig be necessary if the bacteriological tests are positive. The main wig only be put into service with negative bacteriological results and a free chlorine residual between 0.3 ppm and 1.0 ppm. Shlorind.ApprttastnQn Meth± Safft Ro a Chlorine tablets and solutions should be handled with care, as they ore dangerous to the eyes, irritating to the skin, and will damage shoes and clothing. Minimize your exposure by reading and having the M.S.I? S. available � should an emergency occur. Follow the guidelines for protecting yourself. asking your supervisor when in doubt and by ening on the safe side by wing respirators, protective clothing and other protective equipment. This method works well for short jobs and for small diameter pipe of any kind It cannot be used where trench water has entered the main. The main cannot be flushed prior to disinfection, so the method requires that the pipe be kept clean during lay'�ng. Use Permatex (Loctite) Form A Gasket No. 1 Sealant (Permatex (Loctite) Catalog No. 80001), to fasten the required number of H T.H. tablets (See Tables IIA � and 118) to the top of each length of pipe. H.T.H. tablets may be -ovol or round, must be NSF approved, and have 65X free chlorine. Permotex (Loctite) Nm i is a fast drying. hard -setting gasket sealant designed for sealing rigid materials and flanges, or patching holes and joints where permanent assembly is desired. Please refer to .its MSDS for health and safety precautions in its used. Do not use Pemmatex No. 2 (Loctite), which is a stow -drying, non hardening sealant used where sealing is more important than adhesion. Tuubes of. Permatex (Loctite) No. 1 may be purchased locally at any auto parts store. The tablets may be fastened to the pipe before it is placed in the trench provided the top of pipe is marked to avoid the possibility that the pipe may be rotated. H. T.H. tablets should be removed at the end of the day, when pipe is not installed in the ground the same day tablets are applied. Reuse those tablets in the following days if still intact. This is to prevent moisture from reducing the amount of chlorine available Ear disinfection. In addition to the tablets, place 10 ounces of H T H. granules at the upstream end of the first €ength of pipe into which water will flow. This will insure that heavily chlorinated water flows into crevasses caused by couplings and valves. For long races, this should be repeated about 500 feet. When using flexible couplings. apply NSF --grade sodium hypochlorite with a spray bottle method, or place additional HT.H. granules in the annu€ar space between the coupling and the pipe. . When installing CL&C pipe, one cap full of H.T.H. granules shall be placed lo the pipe after the pressure test and before t'ie-Ins. €t.SF-grade sodium haypochiorite cora be used when main needs to be placed in service as soon as possible, • and con be flushed to the system chlorine reading. Fill the pipe very slowly and. proceed as outlined under the lGeneral instructions". TABLE IIA H.T.H. Oval Tablet Method No. i of Main Chlorination Number of Tablets � Specified for Disinfection of at least 50 ppm TABLE IIB H.T.H. Round Tablet Method No. 1 of Main Chlorination Number of Tablets Specified for Disinfection of at least 50 ppm DIAMETER OF PIPE BEING DIS€NFECTED INCHES} 4 S 8 10 12 14 16 18 20 (GPM) TiME REQUIRED TO FILL 100 FEET OF PIPE (MINUTES) 10 DIAMETERS 40.8 58.8 -- - 0 3 3 7 3 3.0 20.4 .4 - -- ___ ___ Length of Section a i Of Tots 4" of Tots PP+n 6" Il' O robs 50 8 ! of rebs 8.2 10" i of tabs 12" of a 14" o Yobs 14" if of Tabs 16" f of tabs of Tobe 18" i$' 1 85 2 84 3 71 4 61 5 52 7 54 8 53 � 41 8t 20' 1 85 2 75 3 64 4 1 2 60 56 65 4 12 5 30' 1 56 2 50 4 57 6 54 8 50 ' 11 51 15 53 18 50 4O' 2 85 3 56 5 53 8 54 i1 52 15 52 19 50 24 50 TABLE IIB H.T.H. Round Tablet Method No. 1 of Main Chlorination Number of Tablets Specified for Disinfection of at least 50 ppm Method Ng. 2 12.53 Liquid Chlorine (Soit}l M W ggbloritel This method is general in scope and must be used when it is necessary to re -chlorinate an existing main. It may also be used on new mains, in which case place 10 ounces of H.T.H. granules at the upstream end of the first length of pipe into which water will flow. and every 500 feet thereafter. This method consists of introducing a 12.5% chlorine solution into water which. is being used to fill water main. The 12.5% chlorine solution must be NSF approved and can be purchased through several vendors. . Procedure: 1. Calculate the total volume (ounces or gallons) of 12.59. hypochlorite solution needed. based on the pipe diameter and section length (See Table Ill and the example below Table ill.) 2. Choose a suitable filling rate and determine the time required to fill the water main from Table N. 3. Calculate the 12.57 hypochlorite dose rate using the results from 1 and 2 above. Using the examples below Table Ili & Table IV, the dose rate would be: 1.2 gal/52.0 min.=0.02 go€/min. or 150 ounces/52.0 min.=3 ounces/min. 4, it is recommended to use a metering pump, a controlled vacuum device. or an equivalent device to introduce the 12.5% hypochlorite solution into the nein at a constant rate. The feed device and method must be approved by the Company poor to loading the main. Adjust the feed device to the dose rate. Introduce the solution through a corporation cock. blowoff, or service connection at or ahead of the iniet end of the water main to be disinfected. 5. After flushing the main thoroughly, adjust the filling rate by measuring the time required to fig a five -gallon or other suitable container. 6. Begin introducing the 12.5 hypochlorite solution into the main. and continue until a chlorine residual test on a sample taken from the discharge end of the main shows at least 50 ppm chlorine. 7. Close the filling valve or blowoff, and stop introducing hypochlorite solution. Disconnect and flush the feed device and equipment thoroughly with fresh water. 8. Proceed as outlined under the "General Instructions." Specigi Note for Topping Sleeves . Before a tapping sleeve is installed.. the inside surface of the tapping sleeve must be heavily dusted with H.T.H. granules or swabbed with NSF -grade 12.5X sodium hypochlorite. TABLE III 12.5X Liquid Hypochlorite Method of Main Chlorination Amount of 12.5X Liquid Hypochlorite - (ounces) Specified For Disinfection of at Least 50 ppm DIAMETERS length of e e 8" 10" 12" 14" 16" 18" Section in a in oz h a� in os h az in ac h a¢ 1 85 2 75 3 60 4 55 6 55_ 8 55 .10 50 13 55 20' 1 75 2 5 3 55 5 60 6 50 9 55 11 50 14 50 0' 1 50 3 65 4 50 7 55 9 50 13 55 16 50 21 50 40' 2 75 3 50 6 55 9 55 12 50 17 50 22 50 27 50 Tablet n is used o col t 1 t curate the otos outxcs . of 12.596 brie wired to with a free chlorine concentration of at least 50 ppm inrhrain. produco wt For example. A 20 ft. section of 8 inch pipe needs 3 ounces, . so for 1000 ft. (50-20 foot sections) 50 x 3 = 150 ounces. 150/128 ounces/gal = 1.2 gal. DIAMETER OF PIPE BEING DIS€NFECTED INCHES} 4 S 8 10 12 14 16 18 20 (GPM) TiME REQUIRED TO FILL 100 FEET OF PIPE (MINUTES) 10 DIAMETERS 40.8 58.8 -- - 0 3 3 7 3 3.0 20.4 .4 - -- ___ ___ 35 Leno ai section 4" of Tots PP+n 6" of Tobe 50 8" of Taos 8.2 10" 12" of of Tabs PArri Tubs . 75 14" o Yobs 5.5 16" i Tabs 18" 18' 1 215 1 95 1 55 2 2 50 3 55 3 54 5 55 20 1 200 1 85 i 50 1 2 60 3 65 4 65 5- 6O 6 60 30' 1 1 1 60 2 65 3 60 4 60 5 55 7 55 8 50 40' 1 100 2 85 3 75 4 60 5 55 7 55 9 55 11 55 Method Ng. 2 12.53 Liquid Chlorine (Soit}l M W ggbloritel This method is general in scope and must be used when it is necessary to re -chlorinate an existing main. It may also be used on new mains, in which case place 10 ounces of H.T.H. granules at the upstream end of the first length of pipe into which water will flow. and every 500 feet thereafter. This method consists of introducing a 12.5% chlorine solution into water which. is being used to fill water main. The 12.5% chlorine solution must be NSF approved and can be purchased through several vendors. . Procedure: 1. Calculate the total volume (ounces or gallons) of 12.59. hypochlorite solution needed. based on the pipe diameter and section length (See Table Ill and the example below Table ill.) 2. Choose a suitable filling rate and determine the time required to fill the water main from Table N. 3. Calculate the 12.57 hypochlorite dose rate using the results from 1 and 2 above. Using the examples below Table Ili & Table IV, the dose rate would be: 1.2 gal/52.0 min.=0.02 go€/min. or 150 ounces/52.0 min.=3 ounces/min. 4, it is recommended to use a metering pump, a controlled vacuum device. or an equivalent device to introduce the 12.5% hypochlorite solution into the nein at a constant rate. The feed device and method must be approved by the Company poor to loading the main. Adjust the feed device to the dose rate. Introduce the solution through a corporation cock. blowoff, or service connection at or ahead of the iniet end of the water main to be disinfected. 5. After flushing the main thoroughly, adjust the filling rate by measuring the time required to fig a five -gallon or other suitable container. 6. Begin introducing the 12.5 hypochlorite solution into the main. and continue until a chlorine residual test on a sample taken from the discharge end of the main shows at least 50 ppm chlorine. 7. Close the filling valve or blowoff, and stop introducing hypochlorite solution. Disconnect and flush the feed device and equipment thoroughly with fresh water. 8. Proceed as outlined under the "General Instructions." Specigi Note for Topping Sleeves . Before a tapping sleeve is installed.. the inside surface of the tapping sleeve must be heavily dusted with H.T.H. granules or swabbed with NSF -grade 12.5X sodium hypochlorite. TABLE III 12.5X Liquid Hypochlorite Method of Main Chlorination Amount of 12.5X Liquid Hypochlorite - (ounces) Specified For Disinfection of at Least 50 ppm DIAMETERS length of e e 8" 10" 12" 14" 16" 18" Section in a in oz h a� in os h az in ac h a¢ 1 85 2 75 3 60 4 55 6 55_ 8 55 .10 50 13 55 20' 1 75 2 5 3 55 5 60 6 50 9 55 11 50 14 50 0' 1 50 3 65 4 50 7 55 9 50 13 55 16 50 21 50 40' 2 75 3 50 6 55 9 55 12 50 17 50 22 50 27 50 Tablet n is used o col t 1 t curate the otos outxcs . of 12.596 brie wired to with a free chlorine concentration of at least 50 ppm inrhrain. produco wt For example. A 20 ft. section of 8 inch pipe needs 3 ounces, . so for 1000 ft. (50-20 foot sections) 50 x 3 = 150 ounces. 150/128 ounces/gal = 1.2 gal. SPECIFICATIONS FOR DECHLORINATION OF FLUSHED WATER 3doIX Sol= While it is unlikely that these procedures will produce a hazardous reaction. employees should proceed with coution when working with colcium thiosulfate. Wiinim'r� your exposure by reading and having the M.S.D.S. available should an emergency occur. Follow the guidelines for protecting yourself. asking your supervisor when in doubt and by ening on the safe side by using respirators. protective clothing and other personal protective equipment. 1. The discharge/disposol of ail chlorinated water generated from the procedures in the "SKC€FCA71ONS FOR DISINFECTION OF NEW LAWNS" shag be tis Contractors responsibility. The Contractor shall comply with all federal, state and local disahorge/disposal requirements for chlorinated water. 2. If dechlorination of the water is required, then the chlorinated water that is discharged to an open stream or storm drain shaft be dechlorinated by water industry accepted methods. The dechlorinated water will be tested for chlorine residual to verify that no detectable amount of free chlorine is present. This testing wig take place from the onset of discharging the water and at frequent intervals throughout the dewatering of the pipe. 3. Determine the chlorine concentration of the water to be flushed if the water to be flushed contains a detectable level of chlorine (typically greater than 0.1 mg/L), then that water must be dechtorinated as follows: Please note: The use of the dechlorinating agent Captor (30X calcium thiosulfate) is rec ommended by the Company. Calcium thiosulfate is teas hazardous than other chemicals, and will not deoxygenate the water when marginally over -applied. Gross ove1roppl'ication of any dechlorinating agent is unacceptable because of its potential to deoxygenote a receiving water body. THE USE OF ANOTHER DECHLORINATING AGENT MUS€' BE APPROVED BY THE COMPANY. A. Prepare a Captor solution for water containing the following chlorine residuals: 1. Less than 1 mg/L: add 2 cups of Captor to 25 gallons of water. This will dechlorincte 25.000 gallons of water with a chlorine residual of 1 mg/L or less. 2. 1 to 50+ mg/L: Use straight 309. Captor solution. B. Calculate the volume of the new main in gallons as follows: (Length ftof pipe)(Diameter of pipe)(Diameter of pipeX0.785)(7.48 gol./ft.3) C. Calculate the volume of the 3OX Captor needed to dechiorinate 1 to 50 mg/t. chlorine residuals for the volume calculated in B: (Vol, of pipe)(Chlorine concentration)(1.45) gal. m9ZL (300.000 mg/L Captor) D. Application of dechlorinating solution: 1. Elevate the dechlorinating solution container by placing it on a truck. Run a length of clear 1/4" OA. polyethylene tubing from the container on the truck to a petcock (True Value Hardware part #776674) mounted on a- blow -off or hydrant pipe (See Figures 1 through 4 in the Company's NPDta Best Management Practices binder). When the water flow starts, a venturi will be created to siphon the calcium th€osulfate from the container and into the . main flowstream. The feed rate of the diluted solution can be adjusted by opening or closing the 1/4" in-line valve (True Value Hardware part #467639) on. the 1/4" tubing. 4. Check the chlorine residual at the storm drain inlet. If there is a chlorine residual, slowly increase the feed rote of the Captor solution until you con no longer detect chorine. If there is' no chlorine residual of the storm. drain inlet, make sure that the Captor solution is not being grossly over applied by slowly decreasing the feed rote until chlorine is detected. Then slowly increase the feed rote again urntil no chlorine is detected. If you find that the water naturally dechlorinates itself by the time it reaches. the -storm . drain €nleet, there is no need to add the Captor solution. ENGINEERING DEPARTMENT RL Rev Op{� s. 1/18/96 AIG.. R2._R sed specs. x/28/08 LP 9/ /!!SLP DIAMETER OF PIPE BEING DIS€NFECTED INCHES} 4 S 8 10 12 14 16 18 20 (GPM) TiME REQUIRED TO FILL 100 FEET OF PIPE (MINUTES) 10 6.5 14.7 26.1 40.8 58.8 -- - 0 3 3 7 3 3.0 20.4 .4 - -- ___ ___ 35 1.9 4.2 7.5 11.7 16.8 50 - - 2.9 5.2 8.2 11.8 15.0 20.9 --- --- . 75 - - 2.0 3.5 5.5 7.9 10.7 14 0 -- 140 ___ --- 2.6 4.1 5.9 8.0 10.4 13.2 16.3 ' Table IV is used to estimate the time required to fig the pipe wa6a chlorinated water. For A flow rote of 50 gpm wig fig 1000 feet of 8 inch pipe in, 10 x 5.2 - 52.0 SPECIFICATIONS FOR DECHLORINATION OF FLUSHED WATER 3doIX Sol= While it is unlikely that these procedures will produce a hazardous reaction. employees should proceed with coution when working with colcium thiosulfate. Wiinim'r� your exposure by reading and having the M.S.D.S. available should an emergency occur. Follow the guidelines for protecting yourself. asking your supervisor when in doubt and by ening on the safe side by using respirators. protective clothing and other personal protective equipment. 1. The discharge/disposol of ail chlorinated water generated from the procedures in the "SKC€FCA71ONS FOR DISINFECTION OF NEW LAWNS" shag be tis Contractors responsibility. The Contractor shall comply with all federal, state and local disahorge/disposal requirements for chlorinated water. 2. If dechlorination of the water is required, then the chlorinated water that is discharged to an open stream or storm drain shaft be dechlorinated by water industry accepted methods. The dechlorinated water will be tested for chlorine residual to verify that no detectable amount of free chlorine is present. This testing wig take place from the onset of discharging the water and at frequent intervals throughout the dewatering of the pipe. 3. Determine the chlorine concentration of the water to be flushed if the water to be flushed contains a detectable level of chlorine (typically greater than 0.1 mg/L), then that water must be dechtorinated as follows: Please note: The use of the dechlorinating agent Captor (30X calcium thiosulfate) is rec ommended by the Company. Calcium thiosulfate is teas hazardous than other chemicals, and will not deoxygenate the water when marginally over -applied. Gross ove1roppl'ication of any dechlorinating agent is unacceptable because of its potential to deoxygenote a receiving water body. THE USE OF ANOTHER DECHLORINATING AGENT MUS€' BE APPROVED BY THE COMPANY. A. Prepare a Captor solution for water containing the following chlorine residuals: 1. Less than 1 mg/L: add 2 cups of Captor to 25 gallons of water. This will dechlorincte 25.000 gallons of water with a chlorine residual of 1 mg/L or less. 2. 1 to 50+ mg/L: Use straight 309. Captor solution. B. Calculate the volume of the new main in gallons as follows: (Length ftof pipe)(Diameter of pipe)(Diameter of pipeX0.785)(7.48 gol./ft.3) C. Calculate the volume of the 3OX Captor needed to dechiorinate 1 to 50 mg/t. chlorine residuals for the volume calculated in B: (Vol, of pipe)(Chlorine concentration)(1.45) gal. m9ZL (300.000 mg/L Captor) D. Application of dechlorinating solution: 1. Elevate the dechlorinating solution container by placing it on a truck. Run a length of clear 1/4" OA. polyethylene tubing from the container on the truck to a petcock (True Value Hardware part #776674) mounted on a- blow -off or hydrant pipe (See Figures 1 through 4 in the Company's NPDta Best Management Practices binder). When the water flow starts, a venturi will be created to siphon the calcium th€osulfate from the container and into the . main flowstream. The feed rate of the diluted solution can be adjusted by opening or closing the 1/4" in-line valve (True Value Hardware part #467639) on. the 1/4" tubing. 4. Check the chlorine residual at the storm drain inlet. If there is a chlorine residual, slowly increase the feed rote of the Captor solution until you con no longer detect chorine. If there is' no chlorine residual of the storm. drain inlet, make sure that the Captor solution is not being grossly over applied by slowly decreasing the feed rote until chlorine is detected. Then slowly increase the feed rote again urntil no chlorine is detected. If you find that the water naturally dechlorinates itself by the time it reaches. the -storm . drain €nleet, there is no need to add the Captor solution. ENGINEERING DEPARTMENT RL Rev Op{� s. 1/18/96 AIG.. R2._R sed specs. x/28/08 LP 9/ /!!SLP PLAT Sum NO.: NONE DRAW �BY: . L. PERALTA DBS OM RV callam ".. DAM . APPSli+1i8D BY: DAT& of 6. BM eases. s❑ s V am M 0 _.�„� ❑ Q 0 PLAT Sum NO.: NONE DRAW �BY: . L. PERALTA DBS OM RV callam ".. DAM . APPSli+1i8D BY: DAT& of �: ALL DLT& . 9/02 D> mamma itoN { C'�'�832-R3 3HT i OF 1 6. �: ALL DLT& . 9/02 D> mamma itoN { C'�'�832-R3 3HT i OF 1 SECTION A -A SECTION B -B SECTION C -C 1. FRAME, COVER AND CASING EXTENSIONS TO BE OF. et 11 3/4" DIA. GOOD QUALITY DOMESTIC CAST IRON, FREE FROM " » � � 1" DLA. OPENING 3/4" •--� � 1" DIA. OPENING FLAWS AND BLOW HOLES, AND OF SUFFICIENT 5/8 1 j 3/4» ` 2 5/16" STRENGTH TO RESIST BREAKAGE BY STREET ""`'•� • `` TRAFFIC. �� 3 5/8" 3. "...... # + 1 1 3 3/4"3" t # 1 1 1/2' 1I 2. CASTINGS TO BE TRUE, AND IF NECESSARY TO BE TRIMMED ON EMERY WHEEL TO PREVENT ROCKING I # ~ "�'""""-�"'" y Fx,>+r i>7�Ac� � 2 1 j4' 1ja'; i ! Ni ut I # # OF CODER IN ANY POSITION IN THE FRAME. 1 ' # $' N # i 1 t # it! » 1/2 ,. 10 5/$ DIA. --•�F � E i » r 1 fI it If I DIA. 9 1/4 {- r I # 1"' DA. 10 5/8 •--i i i I # 1/2" 3. SEE DRAWING CW 439 FOR VALVE COVER, CASING, 1 U 10 7/8 DLA. 1 1 ,. » DIA. 9 lJ2 f1�t,t # # #'�t•-- DIA. 11 1/8 --. AND FRAME INSTALLATION DETAILS. # i ^� N i ! t f # 1i'{-�--• 11 5J8 aA. ---- # ►.' DIA. 10 1/4" " i i ! 1 #iL:. DL4. 11 1/2" --•W { 111/16- I 4. COVER "A" DOES NOT HAVE A MATCHING CAST # L4-- 11 7/8" DIA. -- U I # �-- DIA. 10 1/2 - - I i i # }-- DIA. 12 3/4" at # # # 4 � 111 1 FRAME. #r- ---- 12 3/4" DIA. -- I --i ' DIA. 11 1/2" - W 1 t.a4 -.- DIk 14 1 J4' --�It, t i 2 1 4" i u tl {i U i t # 1/2 # # I N# DIA. 15 1/4" 3/4" i- / 11 3/4' DIA # U Ii {# # 7/t S i i I t It 1'" r AdI# "" / I�IIE i i -T- 110,-.moi_ �I n0 #LLAT 1 nilil I1/$" t l I f 1 8 » 1 1 1 HI If 1 11 1/4"•- 1 2" 3j8" 1 j2"' 3/4" # ti ii I 1 » 4, f! i/8 i i # ..If # ill I i i ` F # A 11 „ #1 N 1 1/$ # # II # 3/8" # E t lff qt f i f 3 4" ! 13/8" # ! I I III . �' ,II i I i » / 1 # ��`a # I U A i !! t / VARIES 1/4 t/2 A i V(W ��� # A $$ ��;' \�Vd # B C i i I C 5/8" L 11 &21 2"% In 11 1 % 3j4 10 31e, 1l Att @ TYPICAL CENTER SECTION OF FRAME ' RISER M.PAVED AREAS m• �-s COSIER "A" COTTER "B'' FRAME DETAIL FOR COVER "B» 5/16» FOR UNPAVEb ARE FOR PAVED AREAS iN PARVED ,AREAS. , 12 3/4" DIA. 2" SPACE W/3/4" 1" RAISED LETTERING (TYP) 8. 1/8" DIA. 3/40 RAISED SSP! CE WG L Gl ' DDS' F A • UL 3/4" D 10000 �� �ID0ElF1r � DDDDCjDDDDCJD ©�I��I�It�10D 1/4" 1/4~ 1 1/8- RNSM LLETTTERING a WA , a ❑ ❑0000._j 00000 DD Dx0D0D0D0D DDDCD 2 SPACE W/01:1110 I* 1" RAISED LETTERING W�ITER D EiEj 7/8" QDDD 000(7 DDDDDD--#1--1/4* { DDD DDDR 3/8» D�aF-1 E)��0 _R Y V 11 1 /2" DIA. RV 1/4- • NOTE. 7/8 8 1/4- DIA. !Et TERIING AND !>L7P SHALL BE RAISED 1/8" ABOVE FACE OF COVER 'A' TOP VIEW OF COVER "A" TOP VIEW OF COVER "B" (C*�w VALVE COVER AND FRAME FABRICATION �14R4) DETAILS FOR PAVED AND UNPAVED AREAS - TRENCH MIN BEARIW! CONMWErE 180 MIN. A 1W MIN. TYPICAL THRUST BLOCK 435R4 INSTALLATION COMER 'W PER DW8 CW -14 /----FRAME PER DWG. CW -14 THRUST BLOCK SCHEDULE (2 (11 t F1NiS#IED GARDE PIPE SIZE FirMG SD»e MLN. BEMN(SA TKY fa%s A B TYPE OF 5©IG DIMENSION MP.DIMENSION MiN. (� A B MIN. (" A B l j PLUG. CAP 6 3 2 1.5 2- 2 2C� LING STD. BRASS 90 ELL 8 3.2 2.5 41 2.7 1.5 3 2 i.5 6" 45'ELL 4.4 2.2 2 2.3 1A 1.5 1.5 1.5 1 0 22 11r ELL 2.3 1.5 1.5 1- 1 1 1 1 1 PAVED IMTA TEE W 8 8 3 2 3 2 1.5 2. 2 1 PLUG CAP 10 4 2.5 5 2.5 .2 3.3 2 2 1.5 14 :r- 3.5 7 2.5 5 2 $"4V ELL 74 3 2.5 3.8 2 1 1.9 2.8 1.7 1.5 221 *ELI. 4 2 2 2 2 1 1.5 - i.5 1 TEE W 8'ainsr 10 4 2.5 5 2.5 2 3.3 2.2 1.5 PLUG. CAP 24 6 4 12 4 3 7.5 3 2.5 90 ELL 32.5 6S 5 181 4.6 3.5 10.8 3.6 3 12" 45• i7.5 5 935 8.8 3.5 23 8 3 2 22 1 ELL 9 3:8 2.5 4.6 2.3 2 2 1.5 TEE W 12 OUTW 24 6 4 12 4 3 7.5 3 2.5 PLUG CAP 31.5 6.3 5 15.8 4.5 3.5 iO.S 35 3 90' ELL 44.4 .4 8 22 _54 4 14.7 4.2 3.5 14" 45• ELI. 24 6 4 12 a 3 8.t -3 2.7 22 1 2 ELL 12 4 3 8 3 2 4 2 2 TEE W 14'OUtiET 31.5 6.3 5 15.8 4.5 3.5 10.5 3.5 3 PWG. GAP 40.7 7.4 5.5 2D 5 4 13.5 4.5 : 3 9� ELL 56 8 7 28.8 6.4 4.5 20 5 4 18" 5ab1"a A 3621rEL 3.5 .5 78 3 2. s2 2 TEE W1 18 OUTLET 447 7.4 55 20 5 4 13.5 4.5 3 PWG. GAP 52 8 &5 26.4 &6 4 17.5 5 3.5 WELL. 75 tO 7.5 37 7.4 5 24.8 8.2 4 18" 40.7 7.4 55 20 5 4 14 4 5 22 1 2 QL 20 5 4 20.5 3.5 3 6.9 3 2.3 TEE W 187OUTLEr 52 8 8.5 2&4 6.8 4 17.5 3 5 S1It1E: I. THRUST BLOCKS DESIGNED FOR A MAXIMUM OF 150 PSI WATER. PRESSURE 2. ALL CONCRETE $KAM CONTAIN 6 SACKS OF CEMENT' PER CUBIC YARD. 3 THRUST BLOCKS SHALL BE POURED _ AGAINST UNDISTURBED SOIL 4, KEEP ALL CONCRETE CLEAR OF THE ' JOWLS ON ALL FITTINGS. 5. FORMS ARE REQUIRED ON ALL THRUST BLACKS AND TO BE SUPPLIED BY CONTRACTOR. ALL FITTINGS TO BE WRAPPED WITH POLYETHtD.EN1E PRIOR TO POURING THRUST BLACKS. TRENCH MIN BEARIW! CONMWErE 180 MIN. A 1W MIN. TYPICAL THRUST BLOCK 435R4 INSTALLATION COMER 'W PER DW8 CW -14 /----FRAME PER DWG. CW -14 CONSTRUCT 2" MMI. A.C. 2' MiNN, OR PER GOVERNING 6G2QGY'$ REQ. MI itnaecs P11VbfErf[ AREAS.Nk (2 (11 t F1NiS#IED GARDE •i• SS1'I MiTS Noa ��nCti••d=2t� •S�• fill 24" t COVER -" I ! �"•O�.O+•;ns:1 b-10 • .oto •• . + l j . � • . 3+ MiN. k,, 3'O 0•M • .�•' !t t,f.v�i.oa`oas0v d VARiAeLE � •C , 1V Oi O► N o Tt�cNE55 2C� LING STD. BRASS B LOCAL GOVERNING �ii{ (8' KERN CWNN AND SALINAS ^� ONLY OR PER GONG "� i! ( TIGHT) SUB 8AS0 AGENCY'S ltEILUllis3tEttUB} ``!!! �IbR SD } 12 i (E BASE ARIES TO EQUAL CONSIRUCT' CLASS 'EI" P.C.C. O18Y t 1 E-_ 2" BALL VALVE STD. BRASS F.I.P. THREAD STREET 80011011. COUAR. EXTEND Cc" Uro��•�--••••FURL. `!! BOTH ENDS. 364 DEGREE ROTATION, MUELLER $-20283-3. OR COMPACTION FINISHED .!#RADE IN I= 0 IN SAUNAS ONLY - INSTALL PAVSMEM AREAS. FORD B11 -777-R. OR JAMES JONES J-1900 4' N #4 DWDONA11 .Y (2' FROM Ca CAM AND 3" ABOVE TIDE VALVE CASMKi TO BE 12' W. STANDARD PAVED IMTA t "TION BOTTOMDUAL � WSEE%14 GA WELL. CASING & 3' LONG = ARA 2" STREET ELL. SEE ALTERNATE INSTAUATION KT.S. IVIS SNEET NM FINISHED GRADE 2" PLUG STD. BRASS VALVE CASING AND COVER INSTALLATION AND AND FABRICATION PER LATEST REVISION OF DRAWINGS CW439 AND CW14 \ 1 DATIi" ?P 6/02 H SS1'I MiTS Noa illi fill 24" t COVER -" I ! l j (30" MiN. COVERIN !t KERN 1V AND REQUIRED 2C� LING STD. BRASS B LOCAL GOVERNING �ii{ i! ( TIGHT) AGENCY) ``!!! i l .N i (E T NIPPLE SID. BRASS 1 t 1 E-_ 2" BALL VALVE STD. BRASS F.I.P. THREAD (ADJUST LENGTH OF �i `!! BOTH ENDS. 364 DEGREE ROTATION, MUELLER $-20283-3. OR PIIPPLE IF WATER 0 MAIN HAS GREATER THAN OR LESS THAN FORD B11 -777-R. OR JAMES JONES J-1900 4' N 4' OF COVER.) Ca O 2 - 2' STREET ELL 9W STD BRASS 2" STREET ELL. 91Y STD. BRASS I 2' x 24" NIPPLE STD. BRASS (OR ADJUST LENGTH OF NIPPLE IF DEPTH OF WATER MAiN HAS �. GREATER THAN OR LESS THAN 4' OF COVER. 2" x 3" NIPPLE STD. BRASS CAP MECHANICAL JOINT TAPPED 2' STD. I.P.T. 2' ELL 90' sTD. BRASS DI OR PVC C-900 BLOCK CAP WITH CONCRETE PIPE PER LATEST REVISION OF DWG. CW435 NOTES: 1. FOR PERMANENT 8LOW-OFFS ON MAiNS 12" OR LARGER OR ON 8' MAINS WITH LESS THAN 70 PSI. A LARGER BLOW -OFF ASSEMBLY SHOULD BE INSTALLED. THHESE OPTIONS MAY BE REQUIRED. BY CWS CO AT THEIR DIS RE#•ION I. MATERIALS WITHIN VALVE CAN MAY BE GALVANIZED (STREET ELL. RiSER. COUPLING. PLUG.) 2. FOR BLOW -OFFS- LOCATED OUTSIDE TRAVELED WAYS OR WHERE STREET RECONSTRUCTION IS NOT A CONCERN, THE BAIL VALVE MAY BE PLACED CLOSER TO FINISHED GRADE (t/-12') WITH SHORTER OR NO PERMANENT RiSER. SWING JOINT (ONE 90 STREET ELL) MAY ALSO BE ELIMINATED. 3. IN LIEU OF NOTCHING VALVE CASING FOR 2" PIPE, CASING MAY BE SET ON BRICKS OR PRESSURE TREATED LUMBER SO CASING IS JUST ABOVE 2" PIPE. CW STANDARD 2" BLOW OFF 22831 ASSEMBLY EK61 G COKER 8' PER DWG. CW -14 TO EXTEND AN OUfS1100 STANDAW PAVED INSTALADft RIAWVE FRAME: SPLYT SUP SLEEVE ADD STANDARD CAST FRAME RISER PER CW -14. OR TACK WELD 12' GALVANIZED SiEEL ADDITIONAL STEEL OWN AS REQUM..RO At:£ FRAME WOM FINISHED FRAME /� EXISTING 12" SOR 35 PS 46 PVC PIPE GRAPE J -mm A' PIGt PER DWG CW -14 4 DWG CW -14 I W+� '• ' VALVE COW TO BE i # 12' SDR 35 PS 46 PVC t 3 FT. LANG VALVE CASING TO BE t2' 1.0. #14 GA. Will. CASING. * 3 Fr. LANG TO EXTEND IW OWING STANDARD UNPAVED IiSFA11ATION: TO Va ND PVC CASING iN PAVED AREA REMOVE COMM TACK WEU? ADDITIONAL STEEL. CASING AS SM SLIP SL9&E E7QEN8ION DETAILS RSWAl M AND REPLACE ODDER, THIS SNOBT S OF MAMI tfALVECana FOQTING -SOP VIEW N T.S. COMP BONNE'1• REMM CASING (SEE TDP VIEW} VALVE CASING FOOLWO SIDE VIEW N.T.S. CVALVE CASING, COVER, AND FRAME 3984 INSTALLATION ' DETAILS I BRICK. TYPICAL 1/4' MIN. ELONC47W EXISM P8t OMCW -14 /-RSM FINIS148) CRAM I Ern MIG FMISH GRADE GALYANMED SELF -TAPPING SCRINS DISIDE CAM TO SWORE SUP SLEEVE TO PVC PIPE WARE )MINAL ER P, PCC COLLAR RSIIJ1 ECEIMM DETAII,t SALIVAS ONLY .SIDE .M�1pt N.T.S. }"•--�-•----�---•- 4iY *= 118' FitR I2' CAN 1 L f 1 1 # 20 GALV. STI.. # (MIN. 1 1/2 OZ. /SQ. F1: ZINC COATING) # E i -4 k D�jAIL, OF SHEET STOCK t E5 1 1l2' WK OVERLAP DETAIL OF GALVANPLED SUp MM N.T PAVEMENT REPLACEMENT MINIMUM 2" DEEP . ............ OD � . •d SEAL COAT OF SC70 OR MC70 ASHPALT EMULSION ROCK BASE REPLACEMENT MINIMUM 4" DEEP. MATCH EXISTING IF OVER 4" STABILIZED FILL NOTES EXISTING PAVEMENT • o" a EXISTING ROCK OR CONCRETE BASE ,o 0 EXISTING GROUND 1. Place seal coat as shown on base in all cases before placing top pavement. 2. If the paving being replaced is A.C., then the replacement paving and rock base shall match the existing pavement section, or with a minimum of four inches of rock base and two inches of A.C., whichever is the greater. 3. Pavement base shall be replaced as concrete to match existing when concrete has been removed. 4. If the paving being replaced is oil and screenings, then the replacement paving and rock base shall match the existing pavement section. OMMENDED PLAN AND SPECIF] FOR REPLACING PAVEMENT 2" ELI. 90' STI% GAIL 2" x 9" STD. NIPPLE GALV. 2" x 2" x 1/2" TET, STD. GALV. 1/2" HOSE 8188- 2* x 24" STI). NIPPLE GALV. VALVE CASING AND - COVER INSTALLATION SHADED PIPING INDICATES -- STANDARD 2" BLOWOFF ASSY. PER LATEST RLMS1ON OF DRAWING CW -122 WATER PIPE Q&Z ' x 12" STD. NIPPLE GALV. 12" MIN. FINISHED GRADE SAMPLING DEVICE FOR 2" BLOW --OFF /.8 6_3 61 y 6 ENGINEERING DEPARTMENT pxw131: Beloml3HL24 Arcs, ❑ eTit' ❑ Li[�lf01f ❑ 8URilpffJC ❑ TALTS W06 ❑ PLAT Saw No.: SCAM NONE DRAON SYi A. GALINDO DBSi6NB19 13Y: CH13C$BD TTY: DATE: APn0YSD BY: DdTS: ALL \ 1 DATIi" ?P 6/02 H SS1'I MiTS Noa DRAt17NG m:: CWDWGS SST I of 2 �..i 1V .N 0 ALL DATIi" ?P 6/02 SS1'I MiTS Noa DRAt17NG m:: CWDWGS SST I of 2 1. 2' SBR'= SHALL 88 Jt11STuzw FOR ALL 1-1/2" 1m8r8RS. TOP OF CURB 2. A SADDLE SHALL 814 t7SBD "A ALL, 2' SSRWCBS. it SON DW CIA" FOR ALrBL028 IASTALLArM W1= A091IIONAL BALL YOM ON ClJSrDYSR'S SIDS OF IMbTAX ----- SIDE VIEW .EMNI METER BOX METER Box WHEN REQUIRED 8Y CM COMPANY. i Puze 910M ON Two sow of METER BOX FOR SUPPORT. (OR 2' x 4' PRESSURE TREATED LUMBER) Im WE YHS MURNONLY E FOR SERVICES LOCATED DUMMY ABOVE THE MAA. A D "P OF CURB 30" MIN. B TAPPED AT TOP OR tdATN 4lij• SiDB TAPPED C4NNHCT1021 Q (Far SU04 ductile or cost iron pipe) R (For asbestos cement pipe) S (For plastic pipe) MATERIAL. REQUIREMENTS MATERIAL REQUIREMENTS ART DESCMPTION PARC DESCRIPTION A 2' ADA MR C 70 I.R.T. MALE STREAMLINE L METER FL6 AaWyM FORD A87-2" MEC.FLG x1 -t MEMO. B C ORPOR WN STOP -MT MUELLER H-10003 7-1/2' CCx2" M I.P., OR -FORD FO -800 1-1/2' CC4 MIP. M 80X, METER: (PONT 2" AAI? 1-1/2• A1EiER)) !7"X28" NOMRil1i. IhtOQKS CONCRETE 69 80X W/ #M METER COVER dr il0. CHRISTY CONOPETE 865 BOX W/. 865E CONCRETE COVER dr UD NOTE. CO Teft C 2' ELL STD: BRASS 8O' (F.I.P. x F.I.P. 0 2' 111 STREET STD: BRASS SO" FT.P. x M.I.P. N 1-112 NIPPLE STD BRASS 0 1-1/2" METER, (BY CWS COMPAMI) LENGTH 13" mTB: DEYELCPEWS COMrRAS'►TVR SHALL INSTALL SPACER IN PLACE OF METER, PER CWS CO 'S OUMC7WN. E 2" "No COPPER. TYPE W. SOFT F 2' COUPLING C TO C STREAMLINE 0 2- ELL. C TO C STREAMLINE 90r P 1-1/2" METER R.G. (FM x F.I.P.) BRONZE W/ FULL. FACE C.ASK6T AND #304 STAINLESS STM BOL15-AE NUTS H 2` SAM ANUE METER VALVE - FJ.P. x METER RANX - FULL Parr MUELLER 0--24286. MO VA13 WM 4 FOS IM M M JMON, DOME ON Mrt'4 � H-1050% I 2' NIPPLE STD. BRASS J 2' METER. (BY CWS COMPANY) LENGTH 17' NOTE: D£fiWPTR'S CONTRACTOR SHALL INSTALL SPACER IN PLACE OF METER, PER CWS CO.'S DUtW1 L R SF3lVICE SADOUL ALL BRONZE; DOUBLE STRAP, FORD 2028 St1RM OR JAMES JONES d--97$, OR ROCIMIL. INTERNATIONAL. NO: 323 EWE H-16000 S SERVICE SADOLA, ALL BRONZE .TAMES JONES J-996. FORD METERCO. S«8tI StYT.�. OR MUELLER 13400 SERIES K 12, METER PLG. (FID. x F.I.P.) BRONZE WITH EUI#. FACE GASM AND /304 STAINLESS STEEL BOLT'S 6r NUTS WRAP WIRE TRACER WIRE SM SEE DWG, CW -850 (Tw.) ' `�• `- E TAPE-/ TAPE•�g USE THIS IF A 2' RSU$ BEND tNSTALLATTON - - D CAN SIDS BE ACHIEVED. A (PNC C-5900 PIPE) T, B (STEEL OR WROUGHT IRON PIPE) C (AC PIPE) 30" TRACER WIRE SPLICE SEE DWG. CW -85O (EYP.) A (PVC C-900 PIPEZ . B (STEEL OR WROUGHT IRON PIPE) rip C (AC PIPE) _ T 14 CUSTOMER'S PIPE E K I-SEEOP'TIONS 1 & 2 00 NOT USE PART "H" IF 1` METER IS USED. F • SEE NOTE 3: INSERT SIIFFNE RS 7jG H E TRACER WIRE -n. E TAPE TAPE 45• SIDE TAPPED USE THIS INSTALLATION IF A 2' RADIUS BEND CAN BE ACHIEVED. D SIDE VIEW FRONT VIEW METER BOX METER60X E •� D WHEN REQUIRED BY CWS COMPANY. PUKE BRICKS TAMN AT TOP Clio' MM ON TWO SIDES OF. METER BOX FOR SUPPORT (OR USE THIS DWALLATION ONLY 2" x 4" PRESSURE TREATEI) LUMBER) WHEN METER BOX IS WCATED DIRECTLY ABOVE THE MAIN. M NOTM* 1. ALL PE PLASTIC PIPE REQUIRES TRACER WIRE TAPED TO PE PIPE AND EXTENDED INTO METER BOX PER LATEST REVISION OF DWG. CW -850 AND AS SPECIFIED CUSTOMER'S IN CWS CO. MATERIAL SPECIRtCAT06 M. CW -832. H t PIPE 2. SADDLES, ARE REQUIRED ON ALL PVC 0-900. Al:. STEEL. I i=( OR WROUGHT IRON PM INSERT suMERS SHALL BE USED ON ALL PE WE WITH COMPRESSION CONNECTIONS. 4. WHEN USING MUELLER iNSiA-LTTE BEVEL. THE PE PIPE OPTIONS 1 do 2 UE s BENEC6IG 7TL10L ICER MANtIFIkCTURER'S DO NOT USE PART M" 1F !" 5. RESPONSIBILITY FOR SERVICE MAI BY CWS C1. METER IS USED. O DIS DS R 0I�SCR�ETIONN))i£R COUPLING (OR LEFT DaQIl^A; THESE OPTIONS MAY BE REQUIRED BY CWS CO. 1. � ,DSC 1U 2STOM' IWP� d OTWO 90`BEYOND BRAS'S (OR GALVANIZED If PREFERRED BY CWS). SEE NOTE 5. 2. INSTALL BALL VALVE DOWNSTREAM FROM METER WHEN CUS ERHALVPIPING NS A PHILL FROM GRREAAT DISTANCEOM METER. 3. INSTALL 1" COPPER TUBING. TYPE K SOFT. INSTEAD OF PE ARE UNFAVORABLE CREPRESENTATIVE DETERMINES THAT PL IN FULL TRAFFIC AREAS OUTSIDE FUD. TRAFFIC AREAS PART `�---� rCW'�STANDARD PROTECTION VALVE 1" SERVICE CONNECTION FOR FOR 2" .METER OR 1-1/2"' METER ]ram rRoli OA TD cR S 555RI 5/8 x 3/4" METER AND 1" METER s sT an sTANar�ID srr ore LETTER PART NAME PART SIZE INSTA-TITRE COMMUEPR. FORD JAMES JONES A.Y. MCDONALD SMITH--BLAIR APAC BROOKS CHRISTY. ARMORCAST A 'SERVICE SADDLE NOMINAL MAIN SIZE H-13400 SERINES H-13400 SERIES S90 SERIES J-996 SERIES 3805 SERIES 393 SERIESALL Ml STEPS: UCTIE IRON. PVC C•-900, OR CL dt C 1. STRIP 1 ` OF INSULATION FROM BRONZE X I* cc END OF EACH WIRE. ` 2. TWIST WIRES TOGETHER WITH PLIERS. TAPE TRENCH3. PLACE SPLICE . CAF OVER TWISTED WALL . WIRES AND CRIMP W/CRIMPING TOOL. J3 SE VICE SAME NOWIAL AIN SIZE DR 2A SERIES OR 2A SERBS F202 SIRES ............ _...---- 313 SIDES 102 SERIES COVERING BARE WIRE. USE WATERTIGHT' DIRECT BURY 'TWIST -ON EWCLOSURES OR APPROVED EQUAL MAY BE r: USED. AND INSTALL PER MANUFACTURER'S C S SADDLE BRONZE NOMI4A1.•MAtN SIZEALL x 1 99 OR 2 8 SERIES IE 2 B SERIES 2828. SERIES J-979 SERIES 3625 SERIES 323 SERIES -----_ SEE SPLICE D OORPORAiIi�i 1" CC x 1 MFG. 8-25005 OR B -25009 OR FBIO01-4-Q TRACER WIRE 47018-3Q ____ TRACER WIRE DURING INSTALLATION. STOP F IPS 20045 + 15426 20045 + 15429 WATER AND PURPLE FltF3. RECLAIMED WATER. PLASTIC SERVICE PIPE E 1' PE PLASTIC 1 P PLASTI15 C HW OMW POLYETHYLENE PIPJ~, ffM PIPE SIZE~ AWWA STM114R408 D C901. PE 3. PC 200, IDR7 ------ .._.._.._ 4. CONTINUITY TESTS SHALL BE CONDUCTED WHEN REQUIRED F 10 90' ELBOW 1" MFG F/PE IPS H-15464 EL' BRASS FIP L.66-44--0 J -2610 -SGP 4761-34 PIAN VIEW G ANGLE METER M0 1` x 1" x 1'SAW- 8-24260 8-24259 %%3 -444W -Q 46028-30 ------- --- H METER ADAPM 5 "1"SPE TD Y, METIER H-10879 H-10879 A24 J -128-H 1W24 --__-- J METER BY CWS CX>IANY: 51rx 3j4' METER (USE FOR TAT slzE < tO.TXE SQ. Fi) tENIGTH ? 1/2". 1' METER US'E FOR ILLI SIZE TOLEDO ______ $0. Fr. OR OFF IFR TO' MEET CRYS FIRE SPMKLER ORDI LENGTH 1I K METER SPACER DEVELO WS CONTRACTOR SHALL INSTALL SCK 60 PVC NIPPLE IN PLACE OF METEI : 1-1/4' DIAMETER. 11' L= WITH IPI ------ L METER COUPLI G 1" METER X • H-10880 H-10890 C38-44-2.625 J-134 4624MR -1-02 1137 BOX CAST P8 -ROTO �It w/A80004N34DC3 M METER BOX 12' x 20' x 12' ------- ------ ---_-- _----_ ___._._- ___-_.. ______ CAST IRON IRON COVER DROP-IN OVER COYER do DROP-IN LTD A8000487 OPTION: 1 -PIECE COVER A6000484 STANDARD 2" SERVICE CONNECTION `�---� rCW'�STANDARD PROTECTION VALVE 1" SERVICE CONNECTION FOR FOR 2" .METER OR 1-1/2"' METER ]ram rRoli OA TD cR S 555RI 5/8 x 3/4" METER AND 1" METER WITH TAPE FOR `�---� 31E �G 1� o t err auc c-gea aSOUD StEi4V8 w PROTECTION VALVE E00 To 1. CUT HOLE IN VALVE CASING APPROXIMATELY 12" FROM TRENCH WALL EWES.FROM CASING ]ram rRoli OA TD cR S TOP OF COVER. un STD x 0 ALAE. COUP n (10' sty CuAu r ROM Bim,} USE AI x of FLOL COUPtINe OP' 2. PULL LOOPED WIRETHROUGH f/ HOLE AS SHOWN/ s sT an sTANar�ID srr ore •.,� wrdr 011e e.om m wa a .sloe AarlEa ' Pea cusm oauarnOG COD VALVE CASING • �, >. BRICK THRUST BLOCK PMR DWG.. y CW 435 V tv W � TAPE, (+y') y� ..• PROFILE. VIEW / Ml STEPS: UCTIE IRON. PVC C•-900, OR CL dt C 1. STRIP 1 ` OF INSULATION FROM END OF EACH WIRE. ` 2. TWIST WIRES TOGETHER WITH PLIERS. TAPE TRENCH3. PLACE SPLICE . CAF OVER TWISTED WALL . WIRES AND CRIMP W/CRIMPING TOOL. 4. BEND CRIMP FLAT WITH WIRE.. WRAP SPLICED CONNECTION- NriECTION- W17H RUBBER MOULDING TME. COMPLETELY COVERING BARE WIRE. USE WATERTIGHT' DIRECT BURY 'TWIST -ON EWCLOSURES OR APPROVED EQUAL MAY BE r: USED. AND INSTALL PER MANUFACTURER'S I+iSTRUCTION & N SPLICE DETAIL FOR CUT VIRES SEE SPLICE -DETAIL _ Q TSS. / TRACER WIRE 1. CONTRACTOR SHALL USE CARE TO PREVENT DAMAGE TO TRACER WIRE DURING INSTALLATION. 2. ALL WIRE SHALL BE STRANDED COPPER W/ THW. THWN, OR 'THHN RATED INSULATION, MIN. SIZE AWG 12. COLOR -BLUE FOR EUMS WATER AND PURPLE FltF3. RECLAIMED WATER. PLASTIC SERVICE PIPE 3. TRACER WIRES SHALL BE INTER --CONNECTED AT TEES. CROSSES. PLASTIC SERVICES. AND CUT WIRES WITH SPLICE CONNECTORS. SERVICE SADDLE ' 4. CONTINUITY TESTS SHALL BE CONDUCTED WHEN REQUIRED BY CWS CO. REPRESENTATIVE. S 5. TRACER WIRE SHALL BE REQUIRED ON ALL MAINS. PIAN VIEW STANDARD INSTALLATION DETAILS FOR TRACER 'WIRE ON. MAINS V'N0 08 W/ 1q" NOK Gkv= IRON Pft OR APIPE 0 S ) .(TVP Witt =ES) STANDARD UdSrALIATM 1 - __7 x _,•: TEE TJ CL Dt 1 - _ _ WE VALVE FW X TJ NRS NO IRS 1 - VALVE CASING AND COVET' ASSEMBt.Y FEET OF 4' RRIMU SOON PIPE (SEE NOTE 13) 2D' POLY~ Weas 8 ML W/PMO TME -nab LWT Goa F/rd (ItOBIi Rte) _.. - FEW OF _: OLVINS IRON PIPE 1. A DEiWWR CHECK VALVE AM/OR SAWWW PF4076 M 00M MAY DE RVWJM FOR EACH I= SOW= 2. APPLICANT MAY BE RE0111M To Pr4VW AND INSTALL A -.- Oft OE'TECFOR 04M NAM MW£EN 7HE WAnR OOMPAHr S SERVICE AND CUSTOMER`S PlA tO. INE 11130 ON TIM CHOCK %NW I.5 TO W UrAMO SO TEHT ET PACIVIDES EASY ACCESS AND 0161160111011 IN CALJtaO M WATER SOMM Ca PaMONNIL 3. POL.YHTtlftM EiiGASDiENr WON PVC TAPE RE- QtUReD FUR AM DUaIE IRON FM AND ALL WnNGL 4. PROTECT ALL UNDERGROUND SOLES, EMITS. FLEX. cotowwft *10, em sm P$R GW,S. OOt PRO- 5. BLOdt AND POUR CM=t ROM BLOCKS ON ALL WA TEES, AND CMS. PQi LATEST FOWN OF DRAWING CW -43S 0. THE USE OF 'FIELD L(W dTASKEiS DOES NOT IMUMTE TER: NEED MR- CONG' M 7HRUSr BLACKS. •REG GASW WIIN CLOTH AND SIANM SIM >T304 VALVE MUM & WM ASSY. V IMMr of 'F= tw am= opnowi ON TJ OR FOR ADDITIONAL 1111STFAW. GOMM UNL rE VAWB. Fla x TJ TET~ TJ x fila ` AR DUCTI£ am PIPE OR tm . BOTH saoFsl �1BOTHAm Se)FS) 1000 ,Mil1F.84lt.'3 FIOR ,WN ME SIMMM, 1 - X .. * IEE TJ x FLG CL DI 1 -_' WE VALVEnTGXTJNRSNORS 1 - VALVE CASING AND COYER ASSEMBLY _... - FM OF -0 DUCTI£ IRON PIPE (SEE FK1Ttt a 1 -- GAL METAL GlLARO 1341 I - =,A. W OR RES WRAP _ - 2O' PrM.M W 7U 110 8 tel. WPW TME .... - * Ira w GASKET F/M tNREEDt ww"no _ - FEET OF PVC C-1100 PIPE OR DUCRLE IRON PWE an= wTETpi1t�, dac dxrg,nex ❑1 - 4' x 6-7)8` x 1/110 RItJG t.I1sm W/ a 8-S/6'•x3'1301SSMAI3Li0L7SW/tI1 ❑I -Orx83/4'x111r904QOV0 8 - 3/4' f x 3-1/r #304 W 13D4 SS MACHM 801.75 W/ HN Cl F40 G 1 13-3/$' x 1/16' ASKET' W/ ❑ 12 - 7j6' • x 4' !1344 SS 11ACHI1IE SOLIS W/ M ❑1 - 8' x 11' x 1/Ir RING GASKET 8 - W/ CI � 3/4' r x 3-1/r 1304 ss eoLls W/ HN MAIEEW FDR REM A (ET WR ENSiNtAMO 31E �G 1� o t err auc c-gea aSOUD StEi4V8 w akm ma u VQ en sem OD SM xls t1D' E00 To SLV S D � W W USE SOUR sume W-VAOL vuR4aSE ]ram rRoli OA TD cR S trtwt D& TO AM2 un STD x 0 ALAE. COUP n (10' sty CuAu r ROM Bim,} USE AI x of FLOL COUPtINe OP' EF SR. OR SN sW 1F 04j s sT an sTANar�ID srr ore •.,� wrdr 011e e.om m wa a .sloe AarlEa ' Pea cusm oauarnOG NVORANT WNU 81ULL FAX SIAW Ar 40' ANMM (0418% 0160120 OT"a"M sr ON CIX Oft TIRE PROTECTION ADEIM.) wive AM o0010IR As PER - -� V^ ON t4 AIM ON 430 ..... tYIrWE To /F- OK III�SiEEtS W/ONE FM WK "im 4r WE VIM W/ nEW UK TLE PDX no �"�sttxTQ1' setts AND NUTS UMDA%f �'- I MOW SM NOW fI 2". i SLE WE 04 Fr EXIDOOK sm "ME 03 18u MIN. CONCRETE MUST MWL ~ X FUL NE IRON FM Po .alt dlAs>eT ATE. Jonnas N.T.S. 1. For district apeoffic firs hydrant models and "irernent% sm district fire hydrant note fain. 17 on moin extension drawing. or verify with CWS Co. representive. 2. All Fre hydrant materials at" eompV with West CWS Cw material upeaill:ations. 3 A hydrant extension may be required to odd for finished grads. 4. For wet barrel hydrants this dimension Is from finished grade to burl's flange or extension's 'large when an extension is roWkW. 5. Push -on, flanged fitting jo'mts6 and/or threaded -flanged risers may be regained in certain ire protection disbicb. Verify with d: CWS Co. representative all fire hydmrt material prior to the installation. (in Livermore and Stockton verify with the Fire Protection Agency that has jurisdiction.) S. Fire hydrant bordeodes shalt be required when a vertical or roiled hyd from move g vefitc �p� tatastrev3sian g C�W-8� 7. AN machine bolts and nub shall be 304 stainless steel. except for _ breakoff bolts . &A 90' Elbow, with Field LAk may be required for tits fire hydrant installation when apace is awnW the hydrant read must run parallel to the main or the location of the fire hydrant requires the bend. 9. Protect all undergrournd boats and nuts per CWS Co. Standard Coating SpeclfecoGGon. NOTE: All long side 1 " services shall be placed in a common trench, except when the meter boxes are not located side by side at the property line. NOTE: Does not apply in Stockton, Livermore, and Salinas, COMMON TRENCH FOR TWO LONG SIDE 1" SERVICES (TRENCH 12"t WIDE) 13i" MIN. RM PEPS FINISHED GRADE iYP. CURB METER 13OX 1" COPPER TUBING 1' PE PLASTIC PIPE IN ACCORDANCE WITH DWG. CW -555. 1" LUNG SIDE SERV IN COMMON TRENCH GRADE ENGINEERING I DEPARTMENT TeC>WE Ltd we 2r ❑ swam c ❑ w ❑ van❑ PUT NO.: SCATS: NONE DBItA1TIN BYs A. GA MO DEMO= BY: BY: DA41D APP>I0M BY: PHG DISTRiI'.'P: ALL DATN3s 3/03 m.$ DRAB NOLs C�D�GS �r r Int COD >. y V tv W Ml M LIFT PHG DISTRiI'.'P: ALL DATN3s 3/03 m.$ DRAB NOLs C�D�GS now N 0co C7 N M (`t v � mn 'q - LO co� minLol r cn M a_ lq- !F7 cr cr N LO N M m N Ni OHO � I I ml ONO � 'c�y ��Z � iI v �Ll- a lB 9 � 8 � 7 i 6 I j 4 3 � 2 � 1 C50 _.......� 6 1001)' 100' \ � o iii ASHTON W OOD C T. _ � �I I I ^I W I � iz 13 mj 1c8 i 15 i 16 Mi � i lCIO a i 19 �i � i 21 �z � � I C'I CD °I �0 �� I I °� �� LO II I ¢ac I � �aa3 � 4a <: � CIDLO z Ll orz LD" Co Cr N —I NI ONO OUlO I I N ONO v ILL �. � I J LL d � v I J LL d I I 01O II 31 � 30 29 28 27 26 25 24 23 � 22CD: Ar � 'll 100' ._.... . 100' 100' W�� X ------------ --------------------- �i RRDEN FOREST DR ; 32 � 33 i 34 � 35 � 36 � 37 � 38 i 39 i 40 � 41 i SII A7&3 priet�a�-y (Int -n Use Only). Not ford use or disclosures outside the AT& � companies ezcep urs�er�k*rrrt�n agreement. �' 863'vy Q/ib am I A ,,-,O.L,IVE. DR 3' 14 15 16 17 18 25 561, ARDEN FOREST DR /, 8- 6 3 4Y PH 6 0