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1.6-6410 Ph 1
VICINITY MAP N.T.S. LEGEND: I'7l = TEE � = ELBOW, 45' 1~i = ELBOW, sa• X) = BLOWOFF (PROPOSED) )0 = BLOWOFF (EXISTING) O = GATE VALVE (PROPOSED) 4 =GATE VALVE (EXISTING) ©=REDUCER (PROPOSED) =REDUCER (EXISTING) } = SOLID PLUG = PROPOSED WATER MAIN ----�--- = EXISTING WATER MAIN -ss- = SANITARY SEWER -sn-- = STORM DRAIN d =FIRE HYDRANT (PROPOSED) {Q =FIRE HYDRANT (EXISTING) 0 =BUTTERFLY VALVE =CHECK VALVE =FLEX CPLD.12 7 �� t 2 3 4 tt M 595-8" PVC C-900 PIPE 2. PRIOR TO EXCAVATION. ADJUST MATERIALS AS REQUIRED FOR ACTUAL ALIGNMENT. IaloRIrE ► COURT EX. TRACT 6802 � I PHASE 1 � f a s � SEE DETAIL "t1" � FUTUR TRACT � 6802 PHASE 2 O � FUTURE STREET 3 ss i { i4g"SS ret7lAM#ONI) 120CK £XTENDED� W � C a fit � p 30'-8" PVC 1 .; e9oo PIPE- iu to S 7 , � E � 4 � )IeLiNG 20,CK AVENUE I '-12" DUCTILE IRON PIPE 51 500 50 SUMMARY 2235'-- 12" DUCTILE IRON PIPE 2120'- S" PVC C-900 PIPE 500'- 6" PVC C-900 PIPE 49. I 48 HOSKING ROAD 25- � ¢ o o WF- � o aw 6- w � � w 1- N Y_ rr� � MCKEE ROAD PROTECT PROJECT SITE SITE (TAFT HIGHWAYS --- TAFT HIGHWAY VICINITY MAP N.T.S. LEGEND: I'7l = TEE � = ELBOW, 45' 1~i = ELBOW, sa• X) = BLOWOFF (PROPOSED) )0 = BLOWOFF (EXISTING) O = GATE VALVE (PROPOSED) 4 =GATE VALVE (EXISTING) ©=REDUCER (PROPOSED) =REDUCER (EXISTING) } = SOLID PLUG = PROPOSED WATER MAIN ----�--- = EXISTING WATER MAIN -ss- = SANITARY SEWER -sn-- = STORM DRAIN d =FIRE HYDRANT (PROPOSED) {Q =FIRE HYDRANT (EXISTING) 0 =BUTTERFLY VALVE =CHECK VALVE =FLEX CPLD.12 7 �� t 2 3 4 tt M 595-8" PVC C-900 PIPE 2. PRIOR TO EXCAVATION. ADJUST MATERIALS AS REQUIRED FOR ACTUAL ALIGNMENT. IaloRIrE ► COURT EX. TRACT 6802 � I PHASE 1 � f a s � SEE DETAIL "t1" � FUTUR TRACT � 6802 PHASE 2 O � FUTURE STREET 3 ss i { i4g"SS ret7lAM#ONI) 120CK £XTENDED� W � C a fit � p 30'-8" PVC 1 .; e9oo PIPE- iu to S 7 , � E � 4 � )IeLiNG 20,CK AVENUE I '-12" DUCTILE IRON PIPE 51 500 50 SUMMARY 2235'-- 12" DUCTILE IRON PIPE 2120'- S" PVC C-900 PIPE 500'- 6" PVC C-900 PIPE 49. I 48 25- 1" SHORT SERVICES 26- I" LONG SERVICES/ COMMON TRENCH 2- 1" LONG SERVICES 6- 6" FIRE HYDRANTS 1- S" DOUBLE OFFSET 1- 12" SINGLE OFFSET I- TIE-IN, COST PER DETAIL "A" 515'-8" PVC C900 PIPE 47 { 4 46 �......�i'` III IIIIr�► I 1 NT:,2_N 45 13 ' 12 tt to g 8 44 E„ tsi ; , � 26 27 28 29 � 30 � � !' Zi � 2 � f 590'_0" PVC 440'-12" DUCTILE a J wi C-900 PIPE I � 390 -8 FVC -------- W � . o, I cor IRON PIPE C--900 PIPE i in PVC 0 200"-6" fx. 2 C-900 PIPE 300'9" PVC 2'-I t � o� 43 C-900 PIPE Q . � 14 16 16 1 18 19 ! 310 5F L 5 34 33 32 31 _ t , 0---r• , ss "'�.� a �t S 8^$S 3+00 .0 ,�, � AC?UAST�N��COURT -- --r--- -- --- so -4. __ 36 0 � �T" 42 SMOKYCKOU w ' 1.5' 1.5' � e+ POUR THRUST BLOCK � � OVER THE REDUCER w/ 2' POUR THRUST BLOCK . \ ' BEARING AREA 1.75' X 2 (; .OVER THE REDUCER w/ Bit ;BEARING AREA 1.75` X 2' 25 24 23 22 21 20 i 36 37 38 39 40 IRON PIPE 2 2 65'-12" DUCTILE � -----.-_._ ;�\ \ PIPE HIGHWAY 119 BILL OF MATERIALS " q} 2235'-12" DUCTILE IRON PIPE 3355'-POLYWRAP TUBING F/12" PIPE 28 -RLS i'VG TAPE 2460'-•LINEGUARD TAPE 2460' -TRACER WIRE #12AWG 5aISD COPPER WIRE W/ 45 MILS OF HMWPE INSULATION 8-12" GATE VALVE PO 8 -VALVE CASING &COVER ASSY 1-12" CROSS PO 1-12" X 8" CROSS PO 1-12" X 8" TEE Pa 3-12" CAP TAFT 4" MJ 3-4" BLOWOFF ASSY 24-12" RINGS F/PO FITTINGS 3-8" RENDS F/Pa FITTINGS 1 -TIE -#N MATERIALS PER DETAIL "A" ,8, MAIN 2120'-8" PVC C-900 PIPE 2330'-LINEGUARD TAPE 2330' -TRACER WIRE #12AWG SOLID COPPER WIRE W/ 45 MILS OF HMWPE INSULATION 7-8" GATE VALVE Pa 7 -VALVE CASING & COVER ASSY 1-8" TEE Pa 1-8" ELL 90 PO 4-8" ELL 45 PO 2-8" X 6" REDUCER PO 2-8" CAP TAPPED 2" MJ 2-2" BLOWOFF ASSY 29-8" RINGS F/PO FITTINGS 2-6" RINGS F/PO FITTINGS 75'-POLYWRAP F/DI FITTINGS 6�AIN 500'-6" PVC L-900 PIPE - 550'-L#NEGUARD TAPE 550' -TRACER WIRE #12AWG SOLID COPPER WERE W/ 45 MILS OF HMWPE INSULATION 2-6" GATE VALVE PO 2 -VALVE CASING &COVER ASSY 2-6" CAP TAPPED 2" MJ 2-2" BLOWOFF ASSY 4-6" RINGS F/PO FITTINGS 10'-POLYWRAP F/DI FITTINGS SERVICES 25-1" SNORT SERVICES (LOTS 8-13, 20-34, 36-41, FUTURE PHASE 2 LOTS 1-2) 26-1" LONG SERVICES/COMMON TRENCH (LOT 1-6, 14-19, 31-34, 42-51) 2-1" LONG SERVICES {LATS 7, 35} FIRE HYDRANTS 6-6" FIRE HYDRANTS 2--12" X 6" T££ PO 4-8" X 6" TEE PO SEE NOTE #18 F/TYP}CAL MATERIALS CL&G OFFSET 1-8" CL&C DOUBLE OFFSET w/ 3.5' DROP, PC. MK. "X" PER DWG. CW ---693 1-12" CL&C SINGLE OFFSET w/ 3' DROP, PG. MK. "Y" PER DWG. CW -579 2-13.2" X 14" OD FLEX • COUPL#NGS, 10" SLV 2-9.05" X 8.63" OD FLEX COUPLINGS, 10" SLV NATE: WHEN ASSEMBLING A PVC C-900 PIPE TO AN IRON FITTING (PUSH -ON OR MECHANICAL JOINT). REMOVE ALL BUT 1/4 INCH OF THE FACTORY MARE BEVEL FROM THE SPIGOT END OF THE PIPE PRIOR TO INSTALLATION. TYPICAL STREET CROSS SECTION N.T.S. VARIES 90'-•-110' RW VARIES 68'-88' 11' 5.5' 5.5 ' SW SW 4' PROPOSED 12» 2, � WATER MAIN AKERS ROAD FT 60' RW -VARIES 36'-40' 10' 5.5 5.5' SW SW �x•n 4' PROPOSED 8" WATER MAIN ROLLING ROCK AVENUE 60' RW -«- 12' - 36' 12' . 5.5' S.5' SW SW PROPOSED 8" 2, WATER MAIN TIGERSTONE LANE & MOONROCK SAY [7 - 52' RW 8' 36' -•- $' 5.5' S.5' sw sw 4' PROPOSED 6" OR i .5' t.... 8" WATER MAIN AQUASTONE COURT 8c SMOKY ROCK COURT&_�_ G/L VARIES 69'-81' RW 10' VARIES 59'-71' 12' 5.5' SW o -:=c; ,:a•;."t :;_ :,t,.c; -' PAVING 4' PROPOSED 12" WATER MAIN 2' 5' MIN. HIGHWAY 9 1. Inspection of all materials and installation for pipeline, hydrants and services must be made by California Water Service Company. Telephone: (661) $32-2141 of least 48 hours before starting work on water fncii#ties. I 2. Any easements and rights-of-way which may j be necessary or reasonably appropriate for the extension will be conveyed or caused to be conveyed by the applicant. 3. Contact Underground Service Alert at 800-642-2444 at least 4$ hours prior to the commencement of this project I 4. Place a continuous wire and strip of detector tape over an pipe and extend up into all valve boxes. Tracer wire is required on all pipe. 5. For details of typical thrust bock installation, see drawing CW 435-R4. 6. Protect underground flexible couplings, bare steel, MJxMJ sleeves, and all Botts (including- stainless includingstainless 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 with a dry clean 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. 1 b. The exposed area should be coated with a heavy coating of Me#a{guard 301 grease by the glove method to a thickness of at feast 1/4". c. Firmly wrap the entire grease area with one � layer, half tapped of a woven glass filament ' mesh (Res or Bit Wrap, 4" wide). � d. Apply a second toyer of Meta#guard 301 � grease on top of the glass filament by the glove method to a thickness of of least 1/4". e. Firmly wrap the entire grease area .with a second layer, half lopped of the woven glass filament mesh. f. Cover the entire mesh wrapped area of the fitting with a third and Tian# coating at feast 1/4» thick of Metalguard 301 grease by the . glove method. g. Firmly apply 2 layers of poiywrap, half lapped over all areas of the casted and wrapped � fitting. Backfilling may follow immediately after this wrapping. 7. Water main shad be installed at feast 10 ft. horizontally from and one foot higher than storm and sanitary sewers located para{tet to the main if feasible. Center a 20 toot 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 Iia 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. arking:-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 develapers'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 backfin. 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 GWS Co. estimating and reference purposes only and is not intended as a fait take -off of material required. 14. The water supply for this development is from local underground aquifers. Additions# welts for replacement and pressure will be required in the future. 15. Developer shall obtain nil permits necessary for the installation of the facilities. 16. This water plan design is based on incomplete and unapproved improvement plans. Therefore, sewers, storm drains and street grading con- flicts may occur. 17. Contractor to ensure air in the pipeline is removed using outlets, such as fire hydrants and blow offs. Contractor is responsible for installing air releases if existing outlets are insufficient. 1$. @= Indicates fire hydrant (Bakersfield) Limits of CWS Co. ownership for each hydrant: 1 -- 6 inch Outlet tee PO 1 - S Inch Gate Valve PO 5 - 6" Field Lok Gaskets 1 -Valve Casing and Cover Assembly 1 - 6 Inch En 90' PO DI CL +/- 7 Feet of 6 Inch Ductile Iron Pipe 1 - 6x42 Inch Fire Hydrant Bury FLGxMJ 1 - 6x6 Inch' Fire Hydrant Extension 1 -Set Bolts, Nuts and Gasket F/ Hyd. Po}ywrap Tubing, PVC Tape, Line Guard and and Misc. Canting and Material. Applicant to provide fire NOTES: NOTE: BEST LOCATION FOR WATER MAIN TO BE DETERMINED n7 THE FIELD BY CONTRACTOR AND CAL WATER REPRESENTATIVE. TOPOGRAPHY & UTILITIES SHOWN ON PIAN VIEW ARE APPROX. FIELD VERIFY EXACT LOCATION OF ALL EXISTING UTILITIES hydrant head, bury and extension through the City of Bakersfield I Fire Department, IRON j IF FIELD CONDITIONS OR FIRE PROTECTIONEDGE. EX PAVING AGENCY REQUIRE AN ALTERNATIVE INSTALLATION, THE OUTLET TEE AND GATE VALVE MAY BE REPLACED WITH: 1 - 6 Inch Outlet Tee POxFLG Cl CL 1 - 6 Inch Flange Tyte Gasket 8 - 3/4x3-1/2 Inch Machine Bolts W/Hex Nuts, 18-$ Stainless Sleet 1 - 6 Inch Gate Valve FLGxPO NRS NO RS FIRE HYDRANT: CE71`: 1 -GLOW 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.) �1230�-Ie�DUC�TMi 1.6-6410 Ph 1 ENGINEERING DEPARTMENT REVISIONS: flrtglna; design 2-.6„14 Rl Remove 310' --DI Alpe on Akers Rd. I1/5/14 MF nsTI& INIT. ur�ox® PUT � C Q srreTNNEEMMMWANINNO Iax ❑ PLAT SHEET NO.: BK --50--33 SCALE: 1"=80' IIRAiPN BY: M. FOND DESIGN11�-71 it No it L)q ZD1 ED BY - D. PRASANNA GHEGTjtS�D BY: DATE: APPRQYI3II HY: DATE: QRQt: Essray 0. EXP OS -34-36 J'J• CIVIL DISTRICT: BAKERSFIELD DATE - 11 -5-14 PR038GT ID.: 94143 DRAWING NO.: BK -11091R1 SHT 1 4F 2 r (TAFT HIGHWAYS --- _ -2S+ IRON PIPE 2 2 65'-12" DUCTILE � -----.-_._ ;�\ \ PIPE HIGHWAY 119 BILL OF MATERIALS " q} 2235'-12" DUCTILE IRON PIPE 3355'-POLYWRAP TUBING F/12" PIPE 28 -RLS i'VG TAPE 2460'-•LINEGUARD TAPE 2460' -TRACER WIRE #12AWG 5aISD COPPER WIRE W/ 45 MILS OF HMWPE INSULATION 8-12" GATE VALVE PO 8 -VALVE CASING &COVER ASSY 1-12" CROSS PO 1-12" X 8" CROSS PO 1-12" X 8" TEE Pa 3-12" CAP TAFT 4" MJ 3-4" BLOWOFF ASSY 24-12" RINGS F/PO FITTINGS 3-8" RENDS F/Pa FITTINGS 1 -TIE -#N MATERIALS PER DETAIL "A" ,8, MAIN 2120'-8" PVC C-900 PIPE 2330'-LINEGUARD TAPE 2330' -TRACER WIRE #12AWG SOLID COPPER WIRE W/ 45 MILS OF HMWPE INSULATION 7-8" GATE VALVE Pa 7 -VALVE CASING & COVER ASSY 1-8" TEE Pa 1-8" ELL 90 PO 4-8" ELL 45 PO 2-8" X 6" REDUCER PO 2-8" CAP TAPPED 2" MJ 2-2" BLOWOFF ASSY 29-8" RINGS F/PO FITTINGS 2-6" RINGS F/PO FITTINGS 75'-POLYWRAP F/DI FITTINGS 6�AIN 500'-6" PVC L-900 PIPE - 550'-L#NEGUARD TAPE 550' -TRACER WIRE #12AWG SOLID COPPER WERE W/ 45 MILS OF HMWPE INSULATION 2-6" GATE VALVE PO 2 -VALVE CASING &COVER ASSY 2-6" CAP TAPPED 2" MJ 2-2" BLOWOFF ASSY 4-6" RINGS F/PO FITTINGS 10'-POLYWRAP F/DI FITTINGS SERVICES 25-1" SNORT SERVICES (LOTS 8-13, 20-34, 36-41, FUTURE PHASE 2 LOTS 1-2) 26-1" LONG SERVICES/COMMON TRENCH (LOT 1-6, 14-19, 31-34, 42-51) 2-1" LONG SERVICES {LATS 7, 35} FIRE HYDRANTS 6-6" FIRE HYDRANTS 2--12" X 6" T££ PO 4-8" X 6" TEE PO SEE NOTE #18 F/TYP}CAL MATERIALS CL&G OFFSET 1-8" CL&C DOUBLE OFFSET w/ 3.5' DROP, PC. MK. "X" PER DWG. CW ---693 1-12" CL&C SINGLE OFFSET w/ 3' DROP, PG. MK. "Y" PER DWG. CW -579 2-13.2" X 14" OD FLEX • COUPL#NGS, 10" SLV 2-9.05" X 8.63" OD FLEX COUPLINGS, 10" SLV NATE: WHEN ASSEMBLING A PVC C-900 PIPE TO AN IRON FITTING (PUSH -ON OR MECHANICAL JOINT). REMOVE ALL BUT 1/4 INCH OF THE FACTORY MARE BEVEL FROM THE SPIGOT END OF THE PIPE PRIOR TO INSTALLATION. TYPICAL STREET CROSS SECTION N.T.S. VARIES 90'-•-110' RW VARIES 68'-88' 11' 5.5' 5.5 ' SW SW 4' PROPOSED 12» 2, � WATER MAIN AKERS ROAD FT 60' RW -VARIES 36'-40' 10' 5.5 5.5' SW SW �x•n 4' PROPOSED 8" WATER MAIN ROLLING ROCK AVENUE 60' RW -«- 12' - 36' 12' . 5.5' S.5' SW SW PROPOSED 8" 2, WATER MAIN TIGERSTONE LANE & MOONROCK SAY [7 - 52' RW 8' 36' -•- $' 5.5' S.5' sw sw 4' PROPOSED 6" OR i .5' t.... 8" WATER MAIN AQUASTONE COURT 8c SMOKY ROCK COURT&_�_ G/L VARIES 69'-81' RW 10' VARIES 59'-71' 12' 5.5' SW o -:=c; ,:a•;."t :;_ :,t,.c; -' PAVING 4' PROPOSED 12" WATER MAIN 2' 5' MIN. HIGHWAY 9 1. Inspection of all materials and installation for pipeline, hydrants and services must be made by California Water Service Company. Telephone: (661) $32-2141 of least 48 hours before starting work on water fncii#ties. I 2. Any easements and rights-of-way which may j be necessary or reasonably appropriate for the extension will be conveyed or caused to be conveyed by the applicant. 3. Contact Underground Service Alert at 800-642-2444 at least 4$ hours prior to the commencement of this project I 4. Place a continuous wire and strip of detector tape over an pipe and extend up into all valve boxes. Tracer wire is required on all pipe. 5. For details of typical thrust bock installation, see drawing CW 435-R4. 6. Protect underground flexible couplings, bare steel, MJxMJ sleeves, and all Botts (including- stainless includingstainless 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 with a dry clean 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. 1 b. The exposed area should be coated with a heavy coating of Me#a{guard 301 grease by the glove method to a thickness of at feast 1/4". c. Firmly wrap the entire grease area with one � layer, half tapped of a woven glass filament ' mesh (Res or Bit Wrap, 4" wide). � d. Apply a second toyer of Meta#guard 301 � grease on top of the glass filament by the glove method to a thickness of of least 1/4". e. Firmly wrap the entire grease area .with a second layer, half lopped of the woven glass filament mesh. f. Cover the entire mesh wrapped area of the fitting with a third and Tian# coating at feast 1/4» thick of Metalguard 301 grease by the . glove method. g. Firmly apply 2 layers of poiywrap, half lapped over all areas of the casted and wrapped � fitting. Backfilling may follow immediately after this wrapping. 7. Water main shad be installed at feast 10 ft. horizontally from and one foot higher than storm and sanitary sewers located para{tet to the main if feasible. Center a 20 toot 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 Iia 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. arking:-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 develapers'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 backfin. 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 GWS Co. estimating and reference purposes only and is not intended as a fait take -off of material required. 14. The water supply for this development is from local underground aquifers. Additions# welts for replacement and pressure will be required in the future. 15. Developer shall obtain nil permits necessary for the installation of the facilities. 16. This water plan design is based on incomplete and unapproved improvement plans. Therefore, sewers, storm drains and street grading con- flicts may occur. 17. Contractor to ensure air in the pipeline is removed using outlets, such as fire hydrants and blow offs. Contractor is responsible for installing air releases if existing outlets are insufficient. 1$. @= Indicates fire hydrant (Bakersfield) Limits of CWS Co. ownership for each hydrant: 1 -- 6 inch Outlet tee PO 1 - S Inch Gate Valve PO 5 - 6" Field Lok Gaskets 1 -Valve Casing and Cover Assembly 1 - 6 Inch En 90' PO DI CL +/- 7 Feet of 6 Inch Ductile Iron Pipe 1 - 6x42 Inch Fire Hydrant Bury FLGxMJ 1 - 6x6 Inch' Fire Hydrant Extension 1 -Set Bolts, Nuts and Gasket F/ Hyd. Po}ywrap Tubing, PVC Tape, Line Guard and and Misc. Canting and Material. Applicant to provide fire NOTES: NOTE: BEST LOCATION FOR WATER MAIN TO BE DETERMINED n7 THE FIELD BY CONTRACTOR AND CAL WATER REPRESENTATIVE. TOPOGRAPHY & UTILITIES SHOWN ON PIAN VIEW ARE APPROX. FIELD VERIFY EXACT LOCATION OF ALL EXISTING UTILITIES hydrant head, bury and extension through the City of Bakersfield I Fire Department, IRON j IF FIELD CONDITIONS OR FIRE PROTECTIONEDGE. EX PAVING AGENCY REQUIRE AN ALTERNATIVE INSTALLATION, THE OUTLET TEE AND GATE VALVE MAY BE REPLACED WITH: 1 - 6 Inch Outlet Tee POxFLG Cl CL 1 - 6 Inch Flange Tyte Gasket 8 - 3/4x3-1/2 Inch Machine Bolts W/Hex Nuts, 18-$ Stainless Sleet 1 - 6 Inch Gate Valve FLGxPO NRS NO RS FIRE HYDRANT: CE71`: 1 -GLOW 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.) �1230�-Ie�DUC�TMi 1.6-6410 Ph 1 ENGINEERING DEPARTMENT REVISIONS: flrtglna; design 2-.6„14 Rl Remove 310' --DI Alpe on Akers Rd. I1/5/14 MF nsTI& INIT. ur�ox® PUT � C Q srreTNNEEMMMWANINNO Iax ❑ PLAT SHEET NO.: BK --50--33 SCALE: 1"=80' IIRAiPN BY: M. FOND DESIGN11�-71 it No it L)q ZD1 ED BY - D. PRASANNA GHEGTjtS�D BY: DATE: APPRQYI3II HY: DATE: QRQt: Essray 0. EXP OS -34-36 J'J• CIVIL DISTRICT: BAKERSFIELD DATE - 11 -5-14 PR038GT ID.: 94143 DRAWING NO.: BK -11091R1 SHT 1 4F 2 r PIPELINE CROSSING INFORMATION AT WATER MAIN CROSSINGS IN CONFLICT WITH OTHER FACILITIES: When the water main is in conflict with existing facilities or proposed facilities that require more than a 2 foot adjustment from the nominal 4 feet of cover, a fabricated steel cement mortar lined and cement mortar coated offset will be installed at the crossing per CWS Co. standards. * DENOTES CL&C OFFSET REQUIRED �_(W)--i NOTE: IF UNFORESEEN CIRCUMSTANCES OR FIELD CONDITIONS ARISE THAT REQUIRE ALTERNATE OR ADDITIONAL MATERIALS FOR THE TIE-IN TO THE EXISTING SYSTEM, THE DEVELOPER'S CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE THIS MATERIAL T3 THE COMPANY TO COMPLETE THE TIE-IN. I-•- (W) ---I N/A PIPE 0 12" BOTH SIDES EXISTING MAIN: EXCAVATE TO EXPOSE 2' MIN. ELBOW N/A "D„ d FINISHED GRADE ELEV. = 345.0 2D 8" SANITARY SEWER INVERT ELEV. = 338.2 ' INSTALL 12" DI OVER 8" SS w/ 4' COVER. (TYP) 4� FINISHED GRADE. ELEV. = 344.4± D 10" SANITARY SEWER INVERT ELEV. = 338.6± 40 INSTALL 12" DI OVER 10" SS w/ 2.5' COVER. 4.0 16.0 FINISHED GRADE ELEV. = 344.2± 4.1 27" STORM DRAIN INVERT ELEV. = 337.1± D INSTALL 12" DI OVER 27" SD w/ 2.5' COVER. 1/2- 3/4" *® FINISHED GRADE ELEV. - 344.3± 1/2" 18" STORM DRAIN INVERT ELEV. = 339.3 30 INSTALL 8" CL&C DOUBLE OFFSET UNDER 18" SD w/ 14.0" 6' COVER, 3.5' RISE, PC MK "X" PER DWG CW --693 0 FINISHED GRADE ELEV. = 344.8± 10.00- 12" SANITARY SEWER INVERT ELEV..= 338.4± 18.0', 10 INSTALL 8" PVC OVER 12" SS w/ 2.5' COVER. .375" * 8 FINISHED GRADE ELEV. = 344.6± 20.0" 10 8" SANITARY SEWER INVERT ELEV. = 339.2± 12.50" INSTALL 12" CL&C SINGLE OFFSET OVER 8" SS w/ 11.25" 25.75" 10 2.5' COVER, 3' DROP, PC MK "Y" PER DWG CW -579 9� FINISHED GRADE ELEV. = 344.6± 20 18" STORM DRAIN INVERT ELEV. = 340,4± 25.75" INSTALL 12" DI UNDER 18" SD w/ 5.5' COVER. 1/2" 3/4" FINISHED GRADE ELEV. = 345.5± 8" SANITARY SEWER INVERT ELEV. = 340.7± INSTALL 8" PVC OVER 8" SS w/ 2.5' COVER. FINISHED GRADE ELEV. = FIELD VERIFY EX. GAS LINE INVERT ELEV. = FIELD VERIFY FIELD VERIFY SIZE & DEPTH OF EX. GAS LINE PRIOR TO WATER MAIN INSTALLATION FINISHED GRADE ELEV. = 345.5± 6" SANITARY SEWER INVERT ELEV. = 340.0 INSTALL 8" PVC OVER 6" SS w/ 3.2' COVER. NOTE: FIELD VERIFY DEPTH OF SANITARY SEWER LATERAL PRIOR TO WATER MAIN INSTALLATION. WATER MAIN SHALL CROSS ABOVE SEWER LATERAL w/ 1' VERTICAL CLEARANCE �_(W)--i NOTE: IF UNFORESEEN CIRCUMSTANCES OR FIELD CONDITIONS ARISE THAT REQUIRE ALTERNATE OR ADDITIONAL MATERIALS FOR THE TIE-IN TO THE EXISTING SYSTEM, THE DEVELOPER'S CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE THIS MATERIAL T3 THE COMPANY TO COMPLETE THE TIE-IN. I-•- (W) ---I 3 2' NEW MAIN: EXCAVATE. TO EXPOSE 2' MIN. TIE-IN DETAIL "A" N.T.S. 1. DEVELOPER'S CONTRACTOR SHALL INSTALL NEW MAIN AND ADJUST FROM NOMINAL LINE AND GRADE TO MATCH EXISTING FACILITIES AT THIS LOCATION. THE DEVELOPER'S CONTRACTOR. SHALL INSTALL A TEMPORARY CAP AND BLOWOFF AT THIS LOCATION. CALIFORNIA WATER SERVICE CO. WILL TIE TAE NEW MAIN FROM THIS LOCATION. 2. EXISTING MAIN, 12" DUCTILE IRON PIPE THE DEVELOPER'S CONTRACTOR SHALL PROVIDE CALIFORNIA WATER SERVICE COMPANY WITH THE FOLLOWING W%TERIALS FOR THE TIE-IN IT WILL MAKE AT AKERS ROAD. 3. 1 - 12" SOLID SLEEVE MJ, 10" SLEDJE (2 TOTAL) 4. 10' - 12" DUCTILE IRON PIPE NOTE: IN ADDITION, THE DEVELOPER'S COM:'RACTOR' SHALL PROVIDE: MISC. MATERIAL REQUIRED TO COMPLETE THE TIE-IN SUCH AS, BUT NOT LIMITED TO: PROTECTION COATING MATERIAL FOR PIPE & FITTINGS, LINEGUARD TAPE, CONCRETE FOR THRUST FILOCKS, EMBEDMENT BACKFILL AROUND AND OVER THE PIPE, FINAL BACKFILL TO MEET COMPACTION REQUIREMENTS, AND PAVEMENT REPLACEME-SIT. 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. DEVELOPER'S CONTRACTOR SHALL PROVIDE TRENCH SHORING PER OSHA STANDARDS. DEVELOPER'S CONTRACTOR SHALL BE RESPONSIBLE FOR EMBEDMENT BACKFILL, TRENCH BACKFILL, COMPACTION TO REQUIREMENTS, AND FINAL PAVEMENT RESTORATION. PIPE PIPE 0 12" BOTH SIDES EXISTING MAIN: EXCAVATE TO EXPOSE 2' MIN. ELBOW 2' % "D„ „F„ C STEEL SCHED. "H" 2D (TYP) QTY ' a (TYP) COATING HOLDBACK (TYP) 8" CEMENT MORTAR LINING D FLUSH (TYP) X 40 5.00- 4.0 16.0 5.0 4.1 10' (�) 2.1 D MIN. �. 1/2- 3/4" . 3 2' NEW MAIN: EXCAVATE. TO EXPOSE 2' MIN. TIE-IN DETAIL "A" N.T.S. 1. DEVELOPER'S CONTRACTOR SHALL INSTALL NEW MAIN AND ADJUST FROM NOMINAL LINE AND GRADE TO MATCH EXISTING FACILITIES AT THIS LOCATION. THE DEVELOPER'S CONTRACTOR. SHALL INSTALL A TEMPORARY CAP AND BLOWOFF AT THIS LOCATION. CALIFORNIA WATER SERVICE CO. WILL TIE TAE NEW MAIN FROM THIS LOCATION. 2. EXISTING MAIN, 12" DUCTILE IRON PIPE THE DEVELOPER'S CONTRACTOR SHALL PROVIDE CALIFORNIA WATER SERVICE COMPANY WITH THE FOLLOWING W%TERIALS FOR THE TIE-IN IT WILL MAKE AT AKERS ROAD. 3. 1 - 12" SOLID SLEEVE MJ, 10" SLEDJE (2 TOTAL) 4. 10' - 12" DUCTILE IRON PIPE NOTE: IN ADDITION, THE DEVELOPER'S COM:'RACTOR' SHALL PROVIDE: MISC. MATERIAL REQUIRED TO COMPLETE THE TIE-IN SUCH AS, BUT NOT LIMITED TO: PROTECTION COATING MATERIAL FOR PIPE & FITTINGS, LINEGUARD TAPE, CONCRETE FOR THRUST FILOCKS, EMBEDMENT BACKFILL AROUND AND OVER THE PIPE, FINAL BACKFILL TO MEET COMPACTION REQUIREMENTS, AND PAVEMENT REPLACEME-SIT. 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. DEVELOPER'S CONTRACTOR SHALL PROVIDE TRENCH SHORING PER OSHA STANDARDS. DEVELOPER'S CONTRACTOR SHALL BE RESPONSIBLE FOR EMBEDMENT BACKFILL, TRENCH BACKFILL, COMPACTION TO REQUIREMENTS, AND FINAL PAVEMENT RESTORATION. PIECE PIPE „A» ELBOW "C» "D„ „F„ C STEEL SCHED. "H" SCHED. (TYP) QTY n J,r "B" (TYP) COATING HOLDBACK (TYP) 8" CEMENT MORTAR LINING FLUSH (TYP) X PIECE PIPE „A» ELBOW "C» "D„ „F„ C STEEL SCHED. CML CMC SCHED. MARKED QTY "A" "B" 2H+2A+B B -2E A/.707 F -2E H --E X 40 5.00- 4.0 16.0 3.2 5.0 4.1 2.5 2.1 ,A„ NOIRS: 1. STEEL 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 WIRE MESH OR 14 GUAGE WIRE SPIRALLY WOUND IN CENTER OF COATING PER LATEST REVISION OF AWWA STANDARD 0205. 3. WELDING FITTINGS SHALL BE ASTM A234 GRADE B. CML= CEMENT MORTAR LINING CMC= CEMENT MORTAR COATING „C„ TYP 45' WELDING ELBOW (TYP) "F„ „G„ STEEL PIPE (TYP) "D"-----�--- "E" (TYP) * FABRICATE 5 -PIECE MITER WELDED ELBOW PER AWWA C-208 CW CEMENT MORTAR LINED &COATED STEEL 693R7 DOUBLE OFFSET WITH 450 ELBOWS IMPORT BACKFILL REQUIRED WHEN GOVERNING AGENCY'S COMPACTION REQUIREMENTS CANNOT BE MET WITH NATIVE BACKFILL FINISHED GRADE "WATER" LINEGUARD TAPE (FOR ALL PIPE) PAVEMENT & BASEROCK (WHERE REQUIRED) • 4' MIN �. UNLESS OTHERWISE SAND ENVELOPE �� ; NOTED TRACER WIRE (FOR ALL PIPE) • 12` POLYETHYLENE ENCASEMENT, 8MIL (FOR DUCTILE IRON PIPE) PVC C-900 PIPE 6' OR DUCTILE IRON PIPE NQ Lam: 1. ALL EXCESS SPOIL 1N TRACT IS TO REMAIN TRENCHSIDE AND ALL EXCESS SPOIL OFF TRACT IS TO BE REMOVED. 2. ALL VALVE CASINGS AND COVERS SHALL BE RAISED TO FINISHED GRADE AFTER PERMANENT PAVEMENT HAS BEEN PLACED. 3. CONTRACTOR SHALL CONFORM TO CITY OF BAKERSFIELD STANDARD SPECIFICATIONS ST -6 (PAVEMENT PATCHES) AND ST -22 (TRENCH BACKFILL AND COMPACTION). 4. TRENCH WIDTH SHALL BE ONE PIPE DIAMETER PLUS 12" ON EACH SIDE OF THE PIPE OR PER GOVERNMENT AGENCIES. (E.G. A 6" OR 8" MAIN REQUIRES A 30" TRENCH). TRENCH CROSS SECTION N.T.S. PIECE PIPE „A» ELBOW „C„ PIECE "MARKED" QTY C STEEL SCHED. CML CMC SCHED. "E" "E" 6.63" 40 3/8" 3/4" 40 3.75- X 1 8.63" 20 3/8" 3/4" 40 5.00- 14.0 4.2 10.75" 20 1/2" 3/4" 40 -6.25" 6.3 3/4" 12.75" 20 1/2- 3/4" .375" 7.50- 20 1/2" 14.0" 10 1/2" 3/4" 30 8.75- 14.0" 10 16.0" 10 1/2- 3/4" 30 10.00- 16.0" 18.0', 10 1/2" 3/4" .375" 11.25" 10.00" 20.0" 10 1 /2" .3/4" 20 12.50" .375" 11.25" 25.75" 10 11/2" 3/4" 20. * * FABRICATE 5 -PIECE MITER WELDED ELBOW PER AWWA C-208 CW CEMENT MORTAR LINED &COATED STEEL 693R7 DOUBLE OFFSET WITH 450 ELBOWS IMPORT BACKFILL REQUIRED WHEN GOVERNING AGENCY'S COMPACTION REQUIREMENTS CANNOT BE MET WITH NATIVE BACKFILL FINISHED GRADE "WATER" LINEGUARD TAPE (FOR ALL PIPE) PAVEMENT & BASEROCK (WHERE REQUIRED) • 4' MIN �. UNLESS OTHERWISE SAND ENVELOPE �� ; NOTED TRACER WIRE (FOR ALL PIPE) • 12` POLYETHYLENE ENCASEMENT, 8MIL (FOR DUCTILE IRON PIPE) PVC C-900 PIPE 6' OR DUCTILE IRON PIPE NQ Lam: 1. ALL EXCESS SPOIL 1N TRACT IS TO REMAIN TRENCHSIDE AND ALL EXCESS SPOIL OFF TRACT IS TO BE REMOVED. 2. ALL VALVE CASINGS AND COVERS SHALL BE RAISED TO FINISHED GRADE AFTER PERMANENT PAVEMENT HAS BEEN PLACED. 3. CONTRACTOR SHALL CONFORM TO CITY OF BAKERSFIELD STANDARD SPECIFICATIONS ST -6 (PAVEMENT PATCHES) AND ST -22 (TRENCH BACKFILL AND COMPACTION). 4. TRENCH WIDTH SHALL BE ONE PIPE DIAMETER PLUS 12" ON EACH SIDE OF THE PIPE OR PER GOVERNMENT AGENCIES. (E.G. A 6" OR 8" MAIN REQUIRES A 30" TRENCH). TRENCH CROSS SECTION N.T.S. PIECE Q� „A» „Bn „C„ „D» "F,. EEL SCHED: CYL.(OD) „H„ CMC MARKED "E" F+A+H A/.707 C -2E 3/4" F -E 3.75" H -E Y 1 3.0 14.0 4.2 2.8 4.0 3.3 7A 6.3 COATING HOLDBACK (TYP) 8" CEMENT MORTAR LINING FLUSH (TYP) I "A" TYP NOTES: 1. STEEL 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 WIRE MESH OR 14 GUAGE WIRE SPIRALLY WOUND IN CENTER OF COATING PER LATEST REVISION OF AWWA STANDARD C205. 3. WELDING FITTINGS SHALL BE ASTM A234 GRADE B. CML= CEMENT MORTAR LINING GMC= CEMENT MORTAR COATING CW 579R4 „o" N 45' WELDING ELBOW (TYP) „C„ "D" STEEL PIPE A45' 45' WELDING ELBOW (TYP) "E" (TYP) * FABRICATE 5 -PIECE MITER WELDED ELBOW PER AWWA C-208 CEMENT MORTAR LINED & COATED STEEL SINGLE OFFSET WITH 450 ELBOWS 1.6-6410 Ph 1 ENGINEERING DEPARTMENT REVISIONS: DAM HM. umm MON® FMdT jpS > IG�1 SYSMI SCHBUTIC ❑ 8 ACHB"= ❑ PLAT SHEET NO.: BK --50--33 SCALE: N.T.S. DRAWN BY: M. FONG DESIGNED BX: D. PRASANNA CHECKED BY: DATE: APPROVED BY: DATE: RROFESSlp,�, 0. 0340, ren E 06-30-16 s�9 CIVIL.\P OF CAS-\F� H DISTRICT: BAKERSFIELD DATE: 11-5--14 PROSECT ID.: 94143 DRAWING NO.: BK -11091R1 SHT 2 OF 2 PIPE ELBOW » PIECE QTY MARKED EEL SCHED: CYL.(OD) CML CMC SCHED. "E" 6.63" 40 3/8" 3/4" 40 3.75" 8.63" 20 3/8" 3/4" 40 5,00- 10.75" 20 1/2" 3/4" 40 6.25" 12.75" 20 1/2" 3/4" .375" 7.50- Y 1 14.0" 10 1/2" 3/4" 30 8.75" 16.0" 10 1/2" 3/4" 30 10.00" 18.0" 10 1/2" 3/4" .375" 11.25" 20.0" 10 1/2" 3/4" 20 12.50" 25.75" 10 1/2" 3/4" 20 * FABRICATE 5 -PIECE MITER WELDED ELBOW PER AWWA C-208 CEMENT MORTAR LINED & COATED STEEL SINGLE OFFSET WITH 450 ELBOWS 1.6-6410 Ph 1 ENGINEERING DEPARTMENT REVISIONS: DAM HM. umm MON® FMdT jpS > IG�1 SYSMI SCHBUTIC ❑ 8 ACHB"= ❑ PLAT SHEET NO.: BK --50--33 SCALE: N.T.S. DRAWN BY: M. FONG DESIGNED BX: D. PRASANNA CHECKED BY: DATE: APPROVED BY: DATE: RROFESSlp,�, 0. 0340, ren E 06-30-16 s�9 CIVIL.\P OF CAS-\F� H DISTRICT: BAKERSFIELD DATE: 11-5--14 PROSECT ID.: 94143 DRAWING NO.: BK -11091R1 SHT 2 OF 2 SPECIFICATIONS FOR MATERIAL flexible couplings to be epoxy coated if soil conditions are determined to be corrosive. If the I used to push the pipe into a pipe bell end or, a fitting bell end. After assembly, the resulting Inspectign: The Company reserves the right of access to the work at all times for the purpose Method No. 1 - HXH, Tablet Method . . flexible coupling is steel, sleeve must be a minimum of 10 inches long. If the flexible coupling is ductile iron then a standard sleeve length may be used unless the drowing*� position of the rubber ring shall be checked with a feeler gouge. if "Field Lok' or "Sure -Stop" gaskets are specified on the plans, the gasket shall be installed of inspecting.and the Developees Contractor shall permit the Company's representative to make an inspection ot any time. The Developer's Contractor shall notify -the Company's local manager This method works well for short jobs and for small diameter pipe of any kind. This method 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 laying. 4. It is recommended to use a metering pump, a controlled vacuum device, or an equivalent device to introduce the 12.5% hypochlonte solution into All -materials in contact with- -drinking water shall conform to NSF 61--standords 1M1§22 specifies otherwise. Flexible Couplings shall be manufactured by 3mith-Blair, Inc., Ford Meter in accordance with the manufacturer's recommendations. � at least 48 hours prior to any work being started at the project site. The Company will I specified otherwise. manufacturees recommendations. Box Company, or Romoc Industries, Inc. Extended Range Coupling by Romac Industries, Inc. or If 'TR FLEX" or "Thrust -Lok" restrained joint- system is specified on the plans, the jeint normally provide no more than 2 inspections per day during normal working hours. The trench Use Dow Coming 732 Sealant or equivalent (NSF approved) to fasten the required number of H.T.H. tablets (See Tables IIA and IIB) to the top of Ductile Iron (DIL_EjM- All DI pipe shall comply with the latest revision of AWWA Stando C151 Quantum Wide Range Coupling by Smith Blair can be used to oc�.,ommodate a wider range of assembly shall be installed in accordance with the' manufacturer's recommendations. � must be left open. until the Company has inspected the new installaVion and approved that each length of pipe. H.T.H. tablets may be oval or round, must be NSF approved, and hove 65% free chlorine. The tablets may be fastened to the rd and shall -be cement mortar lined in conformance with the latest revision of AWWA Standard outer diameter for the some nominal size pipes. . � : � portion of trench to be covered. If. the trench is covered prior to the Company's inspection, 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, C104. All DI Pipe shall, be Pressure Class 350 for all sizes from 6" to 12" unless specified aolid Sleeves* All solid sleeves shall be made of ductile iron ard shall be manufactured by If PVC "Certa-Lok" VIP Restrained Joint Pipe is; specified on the plans, the joint assembly shall the Developer's Contractor will be required to uncover the trench at the Develloper's expense. H.T.H. tablets should be removed at the end of the day,, when pipe is not installed in the ground the some day tablets are applied. Reuse those otherwise and shall be furnished with polyethylene encasement complying with the latest Tyler Pipe or Tyler Union Foundry. be installed in accordance with the manufacture : r's recommendations. . I Protection: The Developer's Contractor shall at all times provide suitable and adequate danger tablets in the following days if still intact. This is- to prevent moisture from reducing the amount of chlorine available for disinfection. revision of AWWA Standard C105. All DI pipe shall be manufactured by Pacific States, Clow/McWane, U.S. Pipe, Griffin pipe, or American Pipe. .Tracer Wire- Tracer wire shall be minimum #12 AWG solid copper wire with 45 mils of high Pipe Joint Lubricant-, Pipe joint lubricant shall be as specified .by the pipe manufacturer an I d signals and barricades. If necessary, the Developer's Contractor shall also provide temporary In addition to the tablets, place 10 ounces of H.T.H. granules at the upstream end of the first length of pipe into which water will flow. This Will PPM molecular weight polyethylene (HMWPE) insulation, UL Listed. rated for direct burial, color blue shall be NSF approved for use in potable water systems. � bridges across the trench to permit free ingress and egress. to and from private driveways or troveled roads or streets. No street shall be closed. unless a permit has- been obtained from insure that heavily chlorinated water flows into crevasses caused by couplings and valves. For long runs, this should be repeated every 500 feet. DI Pipe with Push -on Joints: All DI pipe shall have Push -on Joint ends complete with gasket unless specified otherwise on the drawings. and installed with oil pipe including PVC, polyethylene and ductilo- iron pipe. For installation details see the latest revision of drawing CW -850. MechooiggI Joints: Mechanical joints shall be joined cis follows: The socket and plain end should the appropriate authority. When using flexible couplings, apply NSF-grode or equivalent sodium hypochlonte with a spray bottle method, or place additional H.T.H. granules in the - 52 7 , be wiped clean and any excess coating in the bell should be removed. The plain -end; bell 9 annular space between the coupling and the pipe. DI Pipe with Restrained Push -on Joints- If specified on the drawings, DI pipe shall be Fire Hy drants: All fire hydrants shall be as specified on the di:itrisct specific drawing or as socket, and gasket should be washed with a soap solution or lubricant furnished with the Specifications and Drawings: Specifications and drawings shall be taken together and anything 200 restrained with Field Ink 350 gaskets or Sure Stop 350 gaskets for all sizes from 6' to 12". 'by approved by CWS Co. district personnel. For typical Fire Hydrant details see the latest revision gaskets to improve the seating of the gasket in the socket and to help the various parts slide together along the Place the on the end with the lip extension toward the 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 When installing CL&C pipe, one cap full of H.T.H. granules shall be placed in the pipe after the pressure test and before tie-ins. INSF-grade. sodium All DI pipe sizes from 16" and larger shall be TR Flex DI pipe U.S. pipe or Thrust -Lock DI pipe by Pacific States unless specified otherwise on the drawings. of drawing CW -380. I � pipe. gland plain plain end of the pipe, followed by the gasket .with the, narrow edge of the gasket toward the specifications and drawings. Any peints. of disagreement should be referred to. the Company's � hypochlorite can be used when main needs to be placed in service as soon as possible, and can be flushed until distribution system chlorine residuals are observed. . Fire Hydrant All fire hydrant burys shall be manufacturei from Ductile Iron to ASTM end of the pipe. Insert the pipe into the sec. �ket and press the gasket firmly and evenly. into representative as soon as poseible to resolve any possible misunderstandings. . DI Pipe with Flanged Joints- All DI. Flanged pipe shall have Class 125 Flanges unless specified A536 Standards and hove a minimum working pressure rating of 200 PSI. Burys shall be 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 Clean Upon the the Developees Contractor Fill the pipe very slowly end proceed as outlined under the "General Instructions". otherwise on the drawings. Gaskets for Flanged Joints shall be Flange-Tyte Gaskets by U.S. pipe, or American Toruseal Flange Gasket by American Ductile Iron Pipe., manufactured by Clow Valve Co., SBF, Inc., Sigma, or Star Pipe. . hand tighten nuts. Partially tighten the bottom bolt first; then. the top bolt, next the bolts at completion of work, shall remove all rubbish and- waste materials resulting from the Contractoes operations and leave- the ground along the . TABLE IIA 15 ither side, and finally the remaining bolts. Repeat this process until all bolts are torqued to a value between 75 and 90 ft -lbs. . i route of the pipeline in a neat and clean condition. The Developer's Contractor shall be H.T.H. Oval Tablet Method No. 1 of Main Chlorination SPECIFICATIONS FOR INSTALLATION OF DUCTIIE IRON AND Pol4dnyl Chloride (PVC) Pipe: All PVC pipe shall . be Class 235, DR 18, unless otherwise 10AT"TrT.TVIr 01rTf%'0T"V 713170 113131WOOTTIOV 10MV A?.TT% An10TT1DM%-ATA7tTf`iVQ Z I � responsible for removal of all excess spoil from the. trench excavations, the Company shall not � Number of Tables Specified for Disinfection of at least 50 ppm _ specified and shall comply with the latest revision of AWWA Standard C-900 for all sizes from ,V' to 1Z'. PVC pipe shall have ductile -iron pipe equivalent outside diameter dimensions. All PVC pipe shall be manufactured by J M Eagle, CertainTeed, Diamond Plastic Corp., Vinyl Tech, Uponor, Royal Pipe or North American Pipe. . . PVC Pipe with Push -on Mints: All PVC pipe shall have Push -on Joint ends complete with gasket unless specified otherwise on the drawings. PVC "Certa-Lok" VIP Restrained Joint Pine: All PVC "Certa-Lok" VIP Restrained Joint nine shall k I Permits: All specification sheets, city/county or other environmental permits necessary for the installation of facilities must be obtained by the company and be on the job site prior to and during construction. Compliance with all the Rules and Regulations of the California Cccupotional Safety and Health Act (CAL OSHA), Public Low 91-596, the "Williams' Steiger Occurational Safety and Health Act 11 If restrained mechanical joint adapters are specified on the plans, the adapter assembly shall be installed in accordance with the manufacturer's recommendations. ; Underground Protection All flexible couplings,. bare steel, MJ x MJ sleeves, and all bolts (Including stainless steel) shall be protected as �follows. . ; ' The enfire area of the fitting should be dry and free of dust, dirt or other foreign matter. Rust or other foreign material should be removed by scraping or wire brushing.. Wiping with dry . accept any responsibility. I Guarantee of Workmanship: Notwithstanding 'Owner's acceptance of the new facilities, the Developer's Contractor shall guarantee all 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 the Contractor repair and make good any defects or imperfecrions in the work at his sole cost and expense. If deficiencies develop during the Guarantee calendar year, such as but not limited to: leaks in the pipeline or appurtenances, settlement of trenches, or detenoratinn no ment due foulfv or imnerfect workmanshin the owner retains the rinht of of 19M, is required on this project. 1he work practices our all pipe sholl be in accoluance' clean cloth may be necessary to remove particles from brush cleaning. Any oil or grease I be manufactured by CertainTeed. Certa-lok shall comply with the latest revision of AWWA with the latest revision of the American Water Works Associotion Publication C-206 Standard must be removed using a low residue volatile� petroleum solvent before. application of grease making repairs and the Developer is responsible for the cost of said repairs. . TABLE 1113 . . Standard C -900/C-905. Pipe is made to ductile -iron pipe equivalent outside diameter for Field Welding of Steel Water Pipe, C-'600 Standard for Installation of Ductile Iron Mains and . � and wrapping. � H.T.H. Round Tablet Method No. 1 of Main Chlorination . dimensions (DI OD), Class 235 DR 18 in 20' lovinn lennths with twin asket Certa-Lok their Annurtenances C-602 Standard for Cement -Mortar Unin of Water Pi elines in Place : TABLE IA I r. I V r I C-604 Standard for Installation of Steel Water Pipe, C-60.5 Standard for underground 1 : The exposed area should be coated with a heavy coating of Metaiguard #301 grease by the - . 200 . .57 . I . 0.76 . Fusible PVC Pipe. All Fusible PVC pipe shall be manufactured by Underground Solutions. I DIAMETERS glove method to a thickness of at least X". 1 ! (GPH)* 4. It is recommended to use a metering pump, a controlled vacuum device, or an equivalent device to introduce the 12.5% hypochlonte solution into Fusible PVC Pipe shall comply with the latest revision of AWWA Standard C900/C9O5. Pipe Practices for PE Pipe - Design and Installation. "Fusible PVC Pipe" shall be installed per : The entire grease area should be firmly wrapped with at least two layers, half lopped, of a 175 0.54 1 0.72 0.89, 1 1.07 1 1- * 25-1 1 . Length manufacturees recommendations. 4" 6" IIf the pipeline under test contains sections for various diameters, the allowable leakage w*ill be the sum of the computed leakage for each size. 8" Please note direct discharge of highly chlorinated water to �.he environment is expressly 101, rubber gaskets and pipe ends clean, dry, and out of the sun to avoid degradation of 1Z, and coated steel pipe shall be fabricated'from steel cylinder ASA schedule as indicated on the 14" grease into mesh openings. � : 1 . I 18" Of Section # of tabs ppm # of tabs ppm # of tabs ppm # of tabs I PPM tobof I ppm . # of tabs ppm # of tabs ppm # of tabs PPM 18' 1 95 2 84 3 71 4 61 5 52 7 - 54 9 53 11 51 20' 1 200 1 75 3 64 4: 54 6 56 8 55 10 53 12 50 I 30, 1 56 ____F 2 50 4 57 6 54 8. 50 11 51 15 53 . 18 50 1 40' - I 2 I 85 ' 3 1 56 1 5 f 53 8 .. I 11 52 .' 15 , 52 1 19 -50 __ ' 24 50 1 of 19M, is required on this project. 1he work practices our all pipe sholl be in accoluance' clean cloth may be necessary to remove particles from brush cleaning. Any oil or grease I be manufactured by CertainTeed. Certa-lok shall comply with the latest revision of AWWA with the latest revision of the American Water Works Associotion Publication C-206 Standard must be removed using a low residue volatile� petroleum solvent before. application of grease making repairs and the Developer is responsible for the cost of said repairs. . TABLE 1113 . . Standard C -900/C-905. Pipe is made to ductile -iron pipe equivalent outside diameter for Field Welding of Steel Water Pipe, C-'600 Standard for Installation of Ductile Iron Mains and . � and wrapping. � H.T.H. Round Tablet Method No. 1 of Main Chlorination . dimensions (DI OD), Class 235 DR 18 in 20' lovinn lennths with twin asket Certa-Lok their Annurtenances C-602 Standard for Cement -Mortar Unin of Water Pi elines in Place : TABLE IA I ALLOWABLE LEAKAGE PER 1000 Fr. OF DUCTILE IRON PIPELINE I I � couplings, nylon splines, and rubber rings. I V r I C-604 Standard for Installation of Steel Water Pipe, C-60.5 Standard for underground 1 : The exposed area should be coated with a heavy coating of Metaiguard #301 grease by the - . 200 . .57 . I . 0.76 . Fusible PVC Pipe. All Fusible PVC pipe shall be manufactured by Underground Solutions. I installation of Polyvinyl Chloride (PVC) Pressure Pipe and rittincs for Water, M23 Manual of Water Supply Practices for PVC Pipe -Design and Installation and M55 Manual of Water Supply glove method to a thickness of at least X". 1 ! (GPH)* 4. It is recommended to use a metering pump, a controlled vacuum device, or an equivalent device to introduce the 12.5% hypochlonte solution into Fusible PVC Pipe shall comply with the latest revision of AWWA Standard C900/C9O5. Pipe Practices for PE Pipe - Design and Installation. "Fusible PVC Pipe" shall be installed per : The entire grease area should be firmly wrapped with at least two layers, half lopped, of a 175 0.54 1 0.72 0.89, 1 1.07 1 1- * 25-1 1 . shall be Class 235, DR 18 unless specified otherwise on the drawings. manufacturees recommendations. woven glass filament mesh (Res or ffit Wrap, ,V' wide). Metolquord #301 grease with a 1 - 1-99 IIf the pipeline under test contains sections for various diameters, the allowable leakage w*ill be the sum of the computed leakage for each size. Cement Mortar Uned and Cement Mortar Coated Steel PiRe (CL&C), All cement mortar lined Please note direct discharge of highly chlorinated water to �.he environment is expressly minimum of 14" thickness should be applied between each foyer during wrapping, Working the rubber gaskets and pipe ends clean, dry, and out of the sun to avoid degradation of 12" and coated steel pipe shall be fabricated'from steel cylinder ASA schedule as indicated on the prohibited. Refer to "Specifications for Dechlorination of Flushed Water" for more information. grease into mesh openings. � : 1 . I .drawing, with ASTM A53 test pressure and ASTM A36 physical properties. Cement mortar Tk n I �' P + 4-- 1,, 11 :46 _1 4� 1 1 A I V. _41 4-4t, � ppm ALLOWABLE LEAKAGE PER 1000 Fr. OF DUCTILE IRON PIPELINE Averacie Test Pressure Nominal Pine Diameter - Inches . Average Test Pressure Nomingl - Inches - . 200 . .57 . I . 0.76 TPipe ,Diameter _ 6 1 8 16 2 1. 14 1 16 1 18 1 2 (PSI) GALLONS PER HO R (GPH)* 4. It is recommended to use a metering pump, a controlled vacuum device, or an equivalent device to introduce the 12.5% hypochlonte solution into 200 0 * 5f:r-0,76 I 0.96 1 1.15 1 1.34 1 1.53 1 1.72 2.29 175 0.54 1 0.72 0.89, 1 1.07 1 1- * 25-1 1 1.43 1 1.61 I- 2.15 . 150 0.5 1 0. 0 1 1.16 1 1.32 1 1.49 1 - 1-99 IIf the pipeline under test contains sections for various diameters, the allowable leakage w*ill be the sum of the computed leakage for each size. NUMDer Or 10DIets -Z)PeCiT1e0 Tor Disinfection of at least 50 ppm � - OF. S - - I S G C Fly W en ronmen a aws . . mg. - - .. . "y The entire mesh wrapped area of the fitting should be covered with a third and final coating . protective coating shall be 3/4" for all pipe sizes. The lining shall be 1/2" for 12" and all federal, state and local agencies. of at least %"thick of Metolguard #301 grease I by the -glove method. TAPLE 1 8 Method No. 2 - 12.5% Uiavid Chlorine (Sodium hvoochlorite) . . . larger pipe and ,,/a for 6 and a Pipe, one conform the larest revision of AWWA C205 � : and NSF/ANSI 61 Standard. Cement Mortar Coating shall be reinforced with 14 gauge wire Mgteriols: All materials installed for the facilities to be corstructed by the Developer"s Two layers of polywrop, half lopped, should be!firmly applied over all areas of the coated and mesh or spirally wound wire in center of coating. All CL&C steel pipe required for the water Contractor must comply with the drawings and "Specifications far Material". No materials are to. wrapped fittings. Backfilling may follow immediately after this wrapping. main 'instal lotion shall be as specified on the drawings. be supplied or furnished by California Water Service Company unless specifically indicated on : I the plans for special installations. All materials must be on the job site and inspected prior to Thrust Blocks: Concrete thrust blocks shall be provided for oil fittings to prevent -movement Steel (Stl) Pil2e: All Steel pipe shall comply with the latest revision of AWWA Standard C200. start of construction. Any pipe, valve, or appurtenance whether ristalled or not. which in the when the mciin is under pressure. This includesitees, ells. reducers, caps and plugs. Forms are The size and pressure class for all steel pipe shall be as specified on the drawings. opinion of the Company, does not meet the requirements of thtse specifications or otherwise required and are to be proVided by the Devel6pees Contractor. These forms shall be smooth, found unfit, sholl be rejected as being unfit, and shall be immediately removed from the job mortar tight and of sufficient strength to maintain shape during the placing of the concrete. Polyethylene (PE) Pipe: This section is for PE pipe for sizes 4" and larger and shall only be site. . All concrete thrust blocks shall be constructed, per the latest revision of drawing CW -435 or ALLOWABLE LEAKAGE PER 1000 Fr. OF PVC C-900 PIPELINE - - - Averacie Test Pressure Nominal Pine Diameter - Inches . 6 I 8 1 12 __ - (PSI) GALLONS PER HOUR (GPH)* - - . 200 . .57 . I . 0.76 1 1.15 150 .50 1 0.66 DIAMETERS .*If the pipeline under test contains sections for various diameters, the. allowable leakage will be the sum of the computed leakage for each size. For example,. Allowable Leak for 500' of 8" PVC under test pressure = 5OO'/1 000' x 0.66 GPH x 4 Hour = 1.32 Gallons - 1. Precautions shall be token to prevent soiling of pipe, fittings, valves and other materials. 4. It is recommended to use a metering pump, a controlled vacuum device, or an equivalent device to introduce the 12.5% hypochlonte solution into printing on it to designate its use as a potable water pipeline. HDPE pipe shall be off by the California Water Service Company representative prior to acceptance of facilities. inches of sand backfill has been placed over:the pipe. Flooding, jetting or puddling may be . Pipe and fittings shall be stored so as not to accumulate mud or water, and all other I Length . 4" -.-materials shall be stored in a clean, dry location. Particular care shall be taken to keep 6" followed when installations cannot meet the "Basic Separation S,nndards". A minimum vertical 8" 10, rubber gaskets and pipe ends clean, dry, and out of the sun to avoid degradation of 12" 14" finished grade over the pipeline, unless specified otherwise on the plans. Peter approval must Erosion of support at the pipe sides and bottom by water jetting must be prevented. Rocks or 1 . I 18" Of Section # of tabs ppm # of tabs PPM # of tabs ppm # of tabs Ppm # of tabs ppm # of tabs Ppm # of tabs ppm I # Of tabs 7 - .. - . ppm..,..,, 18' I 1 215 1 95 1 55 2 70 2 50 3 55 3 54 5 - 55-- 20' 1 200 1 85 1 50 2 60 3 65 - 4 65 . 5 60 6 60 ' Specified for Disinfection of at least 50 ppm 1 130 1 60 2 65 3 60 4 60 5 55 7 55 8 50 [30' 77Z771_ 1 I 100 1 ' 2 I 85 3 75 4 60 5 55 I 7, I 55 I 9 55 11 55 __J � - OF. S - - I S G C Fly W en ronmen a aws . . mg. - - .. . "y The entire mesh wrapped area of the fitting should be covered with a third and final coating . protective coating shall be 3/4" for all pipe sizes. The lining shall be 1/2" for 12" and all federal, state and local agencies. of at least %"thick of Metolguard #301 grease I by the -glove method. TAPLE 1 8 Method No. 2 - 12.5% Uiavid Chlorine (Sodium hvoochlorite) . . . larger pipe and ,,/a for 6 and a Pipe, one conform the larest revision of AWWA C205 � : and NSF/ANSI 61 Standard. Cement Mortar Coating shall be reinforced with 14 gauge wire Mgteriols: All materials installed for the facilities to be corstructed by the Developer"s Two layers of polywrop, half lopped, should be!firmly applied over all areas of the coated and mesh or spirally wound wire in center of coating. All CL&C steel pipe required for the water Contractor must comply with the drawings and "Specifications far Material". No materials are to. wrapped fittings. Backfilling may follow immediately after this wrapping. main 'instal lotion shall be as specified on the drawings. be supplied or furnished by California Water Service Company unless specifically indicated on : I the plans for special installations. All materials must be on the job site and inspected prior to Thrust Blocks: Concrete thrust blocks shall be provided for oil fittings to prevent -movement Steel (Stl) Pil2e: All Steel pipe shall comply with the latest revision of AWWA Standard C200. start of construction. Any pipe, valve, or appurtenance whether ristalled or not. which in the when the mciin is under pressure. This includesitees, ells. reducers, caps and plugs. Forms are The size and pressure class for all steel pipe shall be as specified on the drawings. opinion of the Company, does not meet the requirements of thtse specifications or otherwise required and are to be proVided by the Devel6pees Contractor. These forms shall be smooth, found unfit, sholl be rejected as being unfit, and shall be immediately removed from the job mortar tight and of sufficient strength to maintain shape during the placing of the concrete. Polyethylene (PE) Pipe: This section is for PE pipe for sizes 4" and larger and shall only be site. . All concrete thrust blocks shall be constructed, per the latest revision of drawing CW -435 or ALLOWABLE LEAKAGE PER 1000 Fr. OF PVC C-900 PIPELINE - - - Averacie Test Pressure Nominal Pine Diameter - Inches . 6 I 8 1 12 __ - (PSI) GALLONS PER HOUR (GPH)* - - . 200 . .57 . I . 0.76 1 1.15 150 .50 1 0.66 1 .99 .*If the pipeline under test contains sections for various diameters, the. allowable leakage will be the sum of the computed leakage for each size. For example,. Allowable Leak for 500' of 8" PVC under test pressure = 5OO'/1 000' x 0.66 GPH x 4 Hour = 1.32 Gallons - This method is general in scope and must be used when it is necessary to re -chlorinate on 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 a e purchased through several vendors. I I.. I ,,, � Procedure: 1. Calculate the total volume (ounces or gallons) of 12.57. hypochlonte solution needed, based on the pipe diameter and section length (See.Toble III used when specilied on the drawings. All PE pipe shall De high density polyethylene kHDPE) complying with the latest revision of AWWA Standard C906 and PPI PE 3408. PE pipe shall conform to the outside diameter for the ductile -iron sizing system (DI OD) in Table 5 of AWWA C906. For water main where working pressure is less than 100 PSI, SDR 17 shall be used. For working pressure between 100 and 160 PSI, SDR 11 shall be used. All PE pipe Line grid Grgde: The horizontal and vertical alignment for inst�illation 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 gr(des and elevations shall be staked with offsets on site by the Developer's Project Engineer 3nor to start of construction. as specified in the drawings. � � : Embedment Backfill: The embedment backfill is� IS inches of sand bedding below the pipe and � . 12 inches of send backfill above the pipe (see sand definition below). Care must be taken to ' compact the sand backfill material solidly around and under the pipe. Small tampers and ' SPECIFICATIONS FOR DISINFECTION OF NEW MAINS BASED ON THE- PROCEDURES OUTLINED IN THE ANSI/AWWA C651-05 and the example below Table 111.) 2. Choose a suitable filling rate and determine the time required to fill the water main from Table IV. 3. Calculate the 12.5% hypochlorite dose rate using the results from 1 and 2 above. Using the examples below Table III & Table IV. the dose rate , .would be: 1.2 gal/52.0 min.=0.02 gal/min. or 150 ounces/52.0 min.=3 ounces/min for a 1000ft section of 8 inch diameter pipe being filled at flow' rate of 50 gpm . - GENERAL INMUCTIONS � shall conform to NSF Standard #14 and #61. All PE pipe shall either be blue or hove blue i Final elevations of installed facilities, meter boxes, valve covers, hydrants, etc. shall be signed Vibrators are allowed for compacting near the;pipe and over the pipe after a minimum of 6 1. Precautions shall be token to prevent soiling of pipe, fittings, valves and other materials. 4. It is recommended to use a metering pump, a controlled vacuum device, or an equivalent device to introduce the 12.5% hypochlonte solution into printing on it to designate its use as a potable water pipeline. HDPE pipe shall be off by the California Water Service Company representative prior to acceptance of facilities. inches of sand backfill has been placed over:the pipe. Flooding, jetting or puddling may be . Pipe and fittings shall be stored so as not to accumulate mud or water, and all other the main at a constant rate. The feed device and method must be approved *by the Company prior to loading the main. Adjust the feed device to manufactured by CP Chem (Performance Pipe - Driscoplex). . employed for compaction in the first lift although great care must be taken to prevent -.-materials shall be stored in a clean, dry location. Particular care shall be taken to keep the, dose rote. Introduce the solution through a. corporation cock, blow off, or service connection at or ahead of the inlet end of 'the water main- to followed when installations cannot meet the "Basic Separation S,nndards". A minimum vertical Cover Under normal conditions all mains shall be covered to a depth of four feet below the drainage or flotation of the pipeline. Apply only enough water to give complete saturation. rubber gaskets and pipe ends clean, dry, and out of the sun to avoid degradation of be disinfected. Pipe Fittings, All fittings shall be as specified on the drawings and shall be Ductile Iron finished grade over the pipeline, unless specified otherwise on the plans. Peter approval must Erosion of support at the pipe sides and bottom by water jetting must be prevented. Rocks or materials. . 5. After flushing the main thoroughly, adjust the filling rate by measuring the time required to fill a five -gallon or other suitable container. complying with the latest revision of AWWA Standard C153 for push -on end mechanical joints be obtained from California Water Service Company to install mcins with greater or less than hard lumps are not permitted in the embedment backfill or final backfill. 9 55 6. Begin introducing the 12.5% hypochloeite solution into the main, and continue until a chlorine residual test on a sample taken from the discharge - fittings end C110 for flanged fittings. All fittings shall either be cement mortar lined in four feet of cover. . I : . 2. All pipe shall be free of foreign materials and debris before lowering the pipe into the end of the main shows at least 50 ppm chlorine. conformance with the latest revision of AWWA Standard C104 or coated with fusion -bonded . ; Valve Casings and Covers: A valve casing with cover shall be installed for each gate valve, Sand is defined as material free from argon ic matter and clay with a sieve gradation by trench. - 7. Close the filling valve or blow off, and stop introducing hypochlorite solution. Disconnect and flush the feed deVice and equipment thoroughly with epoxy inside and outside in conformance with the latest revision of AWWA Standard C1 16. All SeParation between Water Mains and Non -potable pipelines or S)ther Facilities: Water mains . weight as follows: ; 12 fresh water. fittings shall be manufactured by U.S. Pipe, Union/Tyler. Sigma Corp., Star Pipe, or SIP shall be at least 10 feet horizontally from and one foot vertically above, any parallel pipeline Sieve Size ! % Passing Sieve 3. When the main is left unottended for any length of time, the ends shall be plugged or 8. Proceed as outlined under Step 5 in the "General Instructions." Industries. conveying sewage (untreated, primary. or secondary), disinfected secondary recycled water, end No. 4 : 100 � . completely wrapped to prevent the entrance of foreign moteriial or small animals. W 0 . 4 I �d �-i hazardous fluids, unless specified otherwise on the plans. Water mains shall be installed at No. 200 ; 0-5 I TABLE III Restrained Mechanicol- Joint (M -Adapters and Flanged Adapters All restrained adapters shall least 4 feet horizontally from, and one foot vertically above, (ny parallel pipeline conveying tertiary recycled water or storm drainage. At crossings, water inain shall be constructed no . ; � Final Bockfill: ln areas where required, the and temporary 4. Loading of new mains: A reduced pressure principle (RP) backflow prevention assembly (USC 12.5% Liquid Hypochlorite Method of Main Chlorination conform to the latest revision of AWWA C111 and C110 for flanged, adapters and AWWA C111 and C153 for MJ All less than 45 -degrees to and at least one foot above any pipeline indicated above. No permanent pavement pavement replacement must comply with specifications of Ahe local governing authorities. All backfill above approved and lead-free compliant) is required. to be installed in line with the domestic supply Amount of 12.5% Liquid Hypochlorite (ounces) adapters. restrained MJ and flanged adopters shall be manufactured by --r- ;_;M- k It k� 14 *. +11 +. ; *311* $I k 1: +-I f .+ -IF +k fi TA S." 14 1, A a. k 1119M 4 & I.: 4.: - -A. 4 " I I * on all new main installations to nrevent a- heavilv chlorinated and/nr notentialIv contaminated Specified for Disinfection of at least 50 ppm tum Iron or Sigma Corp. . . - � . � - , - " . " _,J a � - � � . pipeline. Water main shall not be installed within 100 horizontal feet of any sanitary landfill, e son em is men cc mus mee c mpac on requ reme s a g agency. All pavement broken shall be replaced in strict accordance with the requirements of � water from entering the distribution system. RP must be sized appropriately. to factor pressure T N Qate Valves: All gate valves shall meet or exceed the latest reviision of AWWA Standard C515 wastewater disposal pond, or hazardous waste disposal site, or w,thin 25 horizontal feet , of the the local authorities, .or lacking local requirements, in accordance with the latest revision of loss through the assembly while still meeting adequate flushing velocity requirements. 101, for reduced wall, resilient -seated gate valves (or C509 for resilient -seated gate valves) and nearest edge of any cesspool, septic tank, sewage leach fied, seepage pit, underground hazardous material storage tank, or groundwater recharge project. The State of California drawing CW -236. ; f �. . The Developer's Contractor is responsible for providing a bockflow prevention assembly- that has 181, shall be provided with left hand to open, ductile iron (or cost iron) body with epoxy� coating inside and outside complying the latest AWWA Department of Public Health Title 22 Article 4 Section 64572 "W(iter Main Separation" shall be * Other Focilitieg: All existing facilities, such as � but not limited to sewers, storm, gas mains, been tested and passed within the previous twelve months. The acceptable test report must be Amount in oz with revision of Standard C550, nut operated non -rising stem with 2" square operating nut, two O-ring stem seals above the thrust collar followed when installations cannot meet the "Basic Separation S,nndards". A minimum vertical water mains, telephone conduits, and power oritelephone poles which may be located close to provided to the Cal Water Inspector who will maintain a record and will document the make 'most . . and one below, O-ring gaskets and 304 stainless steel bolts and nuts on bonnet and stuffing clearance of twelve (12) inches shall be maintained between th� water main and all foreign trench operations must be protected by the Developer's Contractor. If any of these facilities and model number, serial number, and recent test date on the New Main Disinfection 13 box and EPDM rubber encapsulated wedge (when available at no extra cost). All gate valves tructures, and a minimum horizontal clearance of five (5) feet shall be maintained between swater are damaged by the Developer's Contractor repairs shall be made to the satisfaction of the Report in non -erasable ink or pen writing. 9 55 shall be manufactured by Mueller Company, M & H Valve and. Fitting Company, -Kennedy Valve _ mains and other utilities not mentioned .above- unless .-othenAse indicated,on the plans or - by the Company. Refer to "Pipeline Crossing friformaton" the for interested parties at the Developer's expens"'. � . . i - 5. Apply the NSF -grade or equivalent hypochlorite solution or H.T.H. tablets/granules, using one ur 1 50 3 65 4 50 Co., Clow Valve Co., American Flow Control, American AVK Co. or U.S. Pipe. Two inch and smaller valves be Class 125 thread, aPProved shown on plans information of water main installations crossing other proposed >r existing facilities. Company . ; Valve Casings and Covers: A valve casing with cover shall be installed for each gate valve, of the methods described under "Chlorine Application Methods.' A Cal Water Inspector is to 50 , gate shall with standard bronze with wheel, and be manufactured Kv Milwaukee I'No 105) or Nib-- approval must be obtained prior to making any changes from the plans. This includes changing butterfly valve, blow off assembly or when specified on the plans per the latest revision of - measure the chlorine concentration to ensure that a minimum 50 ppm concentration has been 12 F_ � DIAMETERS DIAMETER OF PIPE BEING DISINFECTED T N I . 4 1 Length 4�' 1 V 8- 101, 12" . 14!' 16" t_4 0 181, Of Amount Amount Amount Section in oz ppm in oz Ppm in oz ppm . Amount in oz PPM Amount - -_ --- in oz PPM -Am-ount - in oz - ppm Amount in oz ppm hm-ount in oz 'ppm 18' 1 85 2 75 3 60 4 55 6 55 8 55 10 50 13 55 '20 1 . 75 2 .65 3 55 5 60 6 50 9 55 11 50 14 50 ur 1 50 3 65 4 50 7 55 9. 50 13 55 16 50 , 21 50 40- 1 2 75 3 . 50 6 55 9 55 1 12 50 22 50 1 27 50 _ rable III is used to calculate the total ounces of 12.5% hypochlorite required to produce water with a free chlorine -oncentration of at least 50 ppm in the- main. I :'or example: A 20 ft. section of 8 -inch pipe needs 3 ounces; so for 1000 ft, (50-20. ft. sections), 50 x 3 = 150 ounces. 1150/128 ounces/gal. = 1.2 gal. -- . . -_ . . I grade or alignment to avoid structures, other pipes, manholes, or any other fixed objects which drawing CW -439. The valve cover and frame for valves in paved and unpaved areas shall be OPPlied (not to exceed 200 ppm). The initial reading must be documented on the New Main . I may be encountered during installation. As per company standarcs, changes in cover over the per the latest revision of drawing CW -14. The valve cover frame shall be set in a ring of Disinfection Report in non -erasable ink or pen writing. Samples with a high chlorine TABLE IV MUMMY Ymlves: All volves greater than 12 nominal Size sholl be butterfly valves. All butterfly valves shall comply with the latest revision of AWWA Standard C504, and.- shall be provided with "O-ring" packing, left hand to open, nut operated with 2" square operating nuts, ductile iron body, stainless steel shaft, resilient seat and heavy duty actuator. All butterfly valves shall be manufactured by -Mueller Company, M & H Valve & Fitting Company, Pratt Company or Kennedy Valve Co. Control Valves: All control valves shall be manufactured by Clo-Val Company. Model 'number, body construction, and flange drilling shall be as specified on the drawings. The drawing may indicate that the control valve will be supplied by California Water Service Company. All v ' elves shall hove factory set controls or pilots as specified �on the drawings. All control or pilot * nininei ,thnli hA ��nn .*.+h h -n- f;++;- V-4. 4- -+_1 -1- _k_11 il - -- ---- tZt-A __ Check Volyea 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 drawings. Check valves shall be manufactured by Mueller Company, Clow Volvo Co., M&H Valve & Fitting Company, or Kennedy Valve Co. Valves for Topping: All gate valves for topping purposes shall be Reslient Seat Type valves. The valve for topping shall be manufactured by Mueller Co., Kennedy Valve Co. or Clow Valve Co. Tapi2ing Sleeves: All topping sleeves shall be all stainless steel including flange and shall only be used when specified on the drawings. Topping sleeves shall be JCM Model 432, Mueller Model H304, Smith Blair 662-663 or Ford style FTSS. . Valve Casings and Covers: All valve casings and covers shall be fabricated as shown on the latest revision of drawing CW -14 as applicable. 2" Ball Valves: Two inch ball valves shall be as shown on the drawing and shall be manufactured by Mueller Co., James Jones Company, Ford Meter Box Company, A.Y. McDonald Mfg Co., or Cambridge Bross. Blow Off Assemblies: All materials for blow off assemblies shall be as shown on the latest revision of drawing CW -122, Service Materials: All 1" and 2" service material specifications except copper tubing and plastic PE pipe shall be as shown on the latest revision of drawings CW -555, CW -436 or CW -1020 which includes alternate manufacturers. All service material specifications for services larger than 2" shall be as specified on the plan and/or as specified on the latest revision of the CW drawing for that size service. Saddles: All saddles shall be as specified on the latest revision of the applicable size service standard drawing: 1" = CW -555 and 2" = CW -436 or CW -1020. Saddles (ire excluded from the low lead requirement by the Assembly Bill 1953, and thus need not conform to NSF 61 standards. Solder: All solder shall be lead free. Copper Tubing: All copper tubing shall conform to the latest revision of ASTM Specification B88 and be Type K soft. Polyethylene (PE) Service Pipe: All PE plastic pipe for services shall comply with the latest revision of ASTM D2239 with a Standard Code Designation of PE 4710'. Dimensions and tolerance of pipe shall be as specified in Table 3 of the latest revision of AWWA Standard C901 for PC 200 SIDR7. 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. Meter Boxes: All meter boxes for 1" services and 2" services shall be as specified on the latest revision of drawings CW -555, CW -436, or CW -1020. All meter boxes for services larger than 2" shall be as specified on the plans and/or as specified on the latest revision of the CW drawing for that size service. All meter boxes for 1" services' and 2" services shall be supported by placing bricks or 2"X 4" pressure treated lumber under two sides of the base of the meter box. Vaults: Vaults for appurtenances other than meters (such as Check Valves or Control Valves) shall be as specified on the drawings. Machine Bolts: All steel bolts and nuts used for flanged fittings, flexible couplings, or other bolted appurtenances shall be 304 stainless steel. Ductile iron bolts are acceptable when the appurtenance is made of ductile iron and comes with option of ductile iron bolts, such as mechanical joint fittings. Anti-goul lubricant shall be used with stainless steel bolts & nuts. PVC kfigb-Deflection Couplings: All PVC high deflection couplings shall conform to the latest revision of AWWA C-900 and shall be manufactured by CertainTeed. PVC Closure Couplings: All PVC closure couplings shall conform to the latest revision of AWWA C-900 and shall be manufactured by CertoinTeed. TransitionZFlexible Couplings- All Transition/Flexible Coupling shall comply with the latest revision of AWWA Standard C219 and shall be furnished with gaskets. The Company may require - - p . ipeline may require the installation of a fabricated cement ryortor lined and coated steel offset. . Workmanship: The pipe shall be installed to a true line and g -ode except on curves where ductile iron pipe may be installed with joint deflections between aAjacent lengths of pipe not to exceed 3 degrees for ductile iron pipe sizes 6", 8", and 12". PVC pipe shall not be deflected at joints for horizontal or vertical deflection. No joint deflection shall be allowed in joints between fittings and pipe. "Certainteed" PVC Deflection Couplings thall be used with PVC C-900 between adjacent lengths of pipe to bttoin up to 5 degrees deflection at the joint when required. r ; . but 1/4 inch of the factory made bevel from the spigot end of the pipe. Bottom the pipe in the bell of the iron fitting. ; i - I I Field -cut lengths of PVC and DI pipe may be used for making .-onnections to valves, fittings, appurtenances, and closures where necessary. The cutting and beveling of the pipe for inserting , into the bell shall be done by the use of a square cutting tool opproved by the Company and manufactured for this purpose, Without damage to the pipe. The )evel of the pipe shall be the some as required for the fitting. I i Trench Bottom: The bottom of the trench shall be smooth and free from pieces of rock or other material that would tend to scratch, puncture or breck the pipe or damage the polyethylene encasement used on ductile iron pipe. If rocks or stones are encountered, they shall 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 ploced in the trench bottom to i provide a firm, stable, and uniform support for the full length of the pipe, except at the joints where bell holes shall be dug two inches below the surface z* that the pipe will not be supported by the joint. Under no circumstances shall the bell hole undermine the support for the fittings or valves. I : 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 properly compacted to provide adequate support., . ' When an unstable subgrade condition ' is encountered that could provide inadequate pipe support, the Company shall require additional trench depth to be excavated, refilled and able foundation material. I No water main or appurtenance shall : be laid in water, or , vhen, 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 or standing water occurs in the trench bottom and the removal shall continue until the pipe has been installed and the backfill hos been placed to a sufficient height to prevent the pipe from being submerged in water. . ' IMPORTANI: All trench excavations shall be in accordance with the Rules end Regulations of the California Occupational Safety and Health Act (CAL OSHA). This ncludes all necessary shoring determined by either the depth of trench and/or soil conditions. Pipe and 6ppurip,13oaces Handling: All water main and appurtenon:;es shall be carefully lowered into the trench by means of padded slings, hooks, pipe tongs, or other suitable equipment consistent with safety, in such a monner to prevent damage to the exterior and interior pipe or appurtenance surfaces. Under no circumstances shall any rricterial 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. All water main and appurtenoice with damaged exterior or interior surfaces shall not be installed. During installation the open ends of the pipe shall 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 all pipe, a continuous strip of tracer wire (per material specification) shall be taped to the top exterior surface of the pipe per the latest revision of drawinq CW -850. Tracer wire splices using appropriate connectors are required at all locations where the wire is cut. A polyethylene encasement shall be installed over ductile iron pipe, fittings, and appurtenances per latest revision of AWWA Standard C105 Polyethylene Encasement for Ductile Iron Piping and per the plans and specifications, or as requested and directed by the authorized Company representatives. hLQ_te,1 Ductile iron fittings and appurtenances installed on PVG C-900 main shall require polyethylene encasement with a 2 feet overlap onto the PVC main. This overlap shall be secured to main per the latest revision of AWWA Standard C105. . Rubber Ring Joints for PVC C-900 and Ductile Iroo Pir)e:--Push-cn type rubber ring joints with rubber rings for integral bell ends shall be joined as follows: Thu 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 shall be leveled and free of any sharp or ragged edges which may damage or dislodge the gasket. Luf>ricote 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 plAn end into the bell by hand or with the use of a bar and block until it is appropriately s(.cted per pipe manufacturer's recommendations, keeping the joint straight while pushing. Constriction machinery shall not be concrete a minimum 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. : : I Blow Off Assemblies: A blow off assembly as shown on the latest revision of drawing CW -122 shall be installed for each dead end capped -main. The assembly is to include a valve casing and cover. ! � I ! xes: Services and meter �'boxes shall be installed as shown on the latest ; i revision of drawings CW -555 for 1" services, ;CW -436 or CW -1020 for 2' services, and ,for loraer than 2" services as desiqnated on the Dions and/or the latest revision of the CW or more from finished grade over the servicel 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 pipe with less than 30" of cover. . : ! All meter box locations must be approved by 1: the Company 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 shall be supported by placing 2"x4" treated lumber or bricks on two sides of the meter box's base. Avoid postal and street pedestalsi driveways, trees/bushes, fencing, sewer lines, and other utilities. ; I : : 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 cuttin I g tool be a sharp -shell type (hole) cutter which will retain the coupon and be designed to accommodate wells as heavy as DR 14. The shell cutter shall 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. I 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 have; outside end bevels for Instatite fittings. Forming tool for bevels. shall be Muellees beveling tool number H10817 or approved equal. ! ! . Connection- to Existing �ystem: Only the Company is allowed to make the connection to the existing system. The Developer's Contractor shall furnish to the Company the necessary fittings, valves, pipe, and joint material required to connect the new mains to the existing. system. The , Developees Contractor must adjust from the 'nominal 'line and grade to match the existing facilities. The Developer's Contractor to complete piping and maintain the specified clearance from existing main as shown on the drawings. The Developer's Contractor shall make the excavation for the tie-in. The trench shall 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 shall 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. ; ! � : ; Pressure Test: Prior to any testing, at least seven days should elapse after the lost concrete thrust block was poured if Type I Portland cement was used and three days if high -early -strength Type III Portland cement was used. A preliminary pressure test shall be made 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 with a minimum test pressure of 150 pounds per square inch. A calibrated pressure chart recorder. and a water meter shall be provided by California Water Service Company. The hydrostatic test d without a Company representative present. The pressure that the test is started at shall be maintained for a minimum of four hours. The test shall start and finish at the some pressure. If there is a pressure drop,,' the Developer's Contractor shall pump more . water into the main through the Water meter to bring the main back to its starting pressure. The leakage, is the calculated volume of water pumped into the main through the meter. The leakage shall be measured accurately during the ,test period to determine that the leakage rate does not exceed the values shown in Table [A for ductile iron pipe and Table 113 for PVC C-900 pipe. There shall be no leakage, zero gallons per. four hours test period at test pressure for the portion of pipeline that is steel pipe CL&C with welded joints, HDPE pipe with fused joints, and fusible PVC pipe. An air test may be used as an alternate method on.the steel pipe CL&C welded sections. Test pressure ;,to be held for a four-hour duration, with no volumetric loss duetrig test period. A calibrated 'pressure chart recorder will be provided by California Water Service Company. The necessary tops, connecting Pipe, and valve fittings shall be provided by the Developer's. Contractor. Any leaks or failures that develop during the test shall be repaired by the Developer's Contractor Immedlately. � If the mains fail to meet requirements of the hydrostatic test, the Developer's Contractor shall, I at his expense, make repairs to reduce the leakage. The repair work shall be continued until a satisfactory test is made. : . Disinfection of Mains* All 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." I . I concentration must be analyzed with a high range total chlorine test Wit. Hach Model Number CN -21P or equivalent may be used.'for the initial dosage test. The chlorine test Wit must use non -expired reagents and shall be verified on a periodic basis prior to field use. 6. Obtain the temperature reading at the time of loading, and document on the New Main Disinfection, Report in non -erasable ink or pen writing. Allow heavily chlorinated water to stand therein for a contact period of at least twenty-four hours. If the water temperature is less than 41'F, the water shall remain in the pipe. for at least, 48 hours. A California -Water Service Company Inspector is to measure the chlorine residual after the appropriate contact period. When using the. tablet chlorine method, there must be a detectable free. chlorine residual at . I .. . . . . . - When using hypochlorite solution method, the free chlorine residual must be at least 10 ppm at the end of the required hold time. If the chlorine concentration has dropped to less than 10 ppm, then the mains must be thoroughly flushed and re-looded, superchlorinated by the continuous feed method, and the required contact period shall be repeated due to the high chlorine demand. Equipment used to superchlorinote by the continuous feed method will be provided by the Developer's Contractor. 7. The Cal Water Inspector must measure or obtain upstream distribution system chlorine residual, which will be used for comparison after flushing. The main must be flushed thoroughly at all available blow offs and hydrants. (See Specifications for Dechlonnaflon of Flushed Water). After flushing, the chlorine residual coming out of the new main must match the chlorine residual entering the new main, indicating that adequate flushing has been performed. The Developer's Contractor should re -install the caps/plugs back on the blow off assembly to prevent debris from entering the blow off after flushing. The Cal Water Inspectoe must document the final chlorine residual- on the New Main Disinfection Report in non -erasable ink or pen writing. 8. The Company's representative will collect two bacteriological sample sets at 0 minimum of 18 to 30 hours apart and hove them analyzed for Total coliform, E.coli. and heterotrophic pl�te count (HPC). The samples should be taken. from a combination blow off illustrated in the latest revision of dra�ing CW -638, sampling device illustrated in the latest revision of drawing CW -914 or a service located near the end of the chlorinated section. All sample taps must be evaluated for the potential for contamination, cross -connections, or other factors that may result in non -representative sampling. The hose bib sampling device is recommended for any sample collected from a service hose bib. In accordance r with the latest revision of AWWA standard C651, samples shall be collected every 1,200 ft., from the end of the line, and from each branch or dead-end. . All Total. coliform, E.coli, and HPC results must be documented on the New Main Disinfection Report in non -erasable ink or pen writing. A copy of the laboratory results must also be attached to the New Main Disinfection Report. 9. If the bacteriological tests ore positive, or if the HPC results are greater than 500 CFU/mI, further flushing and confirmation samples will be necessary. Any positive follow-up sample tests or HPC>500 CFU/mI requires the Developer's Contractor to thoroughly flush, re-lood, and superchlorinate the new main by the continuous feed method. Repeat Steps 7-8. All sample results (original and.confirmarion) must be documented in the appropriate location on the New Main Disinfection Report in non-erasoble ink or pen writing. The -Water Quality department must be notified if the bacteriological and HPC results continue to.show positive results. 10. The Cal Water Inspector and Supervisor will complete, sign, and submit the New Main Disinfection Report to the Water Quality Program Manager (WQPM) for review and approval. Approval will be based on two consecutive sets of sample results that are absent of total coliform, E.coli, HPC less than 500 CFU/mI, and a final chlorine residual that is representative of background residual in the distribution system. The WOPM -will sign and approve -the Report if the main is determined acceptable to be placed into service based on the above criteria. 11. Before a tie-in is performed, the inside surface of all materials such as the tee, pipe nipples, couplings, and topping sleeve must be swabbed with NSF -grade or equivalent 12.5% sodium hypochlonte or heavily dusted with H.T.H. granules, in accordance with' the. latest revision of AWWA Standard. C651 . 12. After the final tie-in has been completed, a bacteriological sample must -be collected downstream of the be -in point to ensure no contamination is introduced during the tie-in work. All sample tops must be evaluated for the potential for cross-contominotion, cross connections, or other factors that may result in non-representarive sampling, The hose bib sampling device is recommended for any sample collected from a service hose bib. 13. Documentation including the New Main Disinfection Report, laboratory results, and backfiow prevention assembly test report'detoils shall be placed in the project folder for record keeping purposes. I . Safety Notes Chlorine tablets and solutions should be handled with care, as they are dangerous to the eyes, irritating to the skin, and will damage shoes and 'clothing. Minimize ading and having the M.S.D-S. available should an emergency occur. Follow the guidelines for protecting yourself. asking your supprvis . or when in doubt and by erring on the safe side by using respirators, protective clothing and other protective equipment. -c -H- -E-sT I ; . : � . : 1.6-641 DIAMETER OF PIPE BEING DISINFECTED T N I . 4 1 6 1 8 1 10 1 12 1 14 1 16 1 18 1 20 (GPM) t_4 0 TIME REQUIRED TO FILL 100 FEET OF PIPE (MINUTES) �d �! t:j � 10 6.5 14.7 26.1 40.8 58.8 __ __ __ __ I 20 . 3.3 7.3 13.0 20.4 29.4 __ __ __ __ 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 L__ -_ 2.0 3.5 5.5 7.9 10.7 14.0 -_ -_ 100 I -_ -_ . 2.6 , 4.1 ' t &_ 8.0 10.4 13.2 -1-6.3 le IV Is used to est rb !;Tate the -time required to fill the pipe with chlorinated er. For example: A flow rote of 50 gpm ill fm innn feet ,of 8 -inch pipe in 10 x 5.2 = 52.0 minutes. SPECIFICATIONS FOR DECHLORINATION OF FLUSHED WATER FOR NEW MAIN INSTALLATIONS Safety Notes While it is unlikely that these procedures will produce a hazardous reaction, employees should proceed with caution when working with calcium thiosulfate or Vito -D -Chlor (Ascorbic Acid). Minimize 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 erring on the safe side by using' respirators, protective clothing and other personal protective equipment. � I.The discharge/disposol of oil chlorinated water generated from the procedures in the "Specifications for Disinfection of New Mains" shall be the Developer's Contractor's responsibility. The Developer's Contractor shall comply with all federal, state and local discharge/disposal requirements for chlorinated water including but not limited to the list below: A. At a minimum, the Developer's Contractor must meet a total chlorine residual of the O.Olmg/l in the discharge water. B. The Developer's Contractor shall use Best Management Practices to control erosion and sediment from entering receiving water body. . . C. At a minimum, the Developer's Contractor must. document the discharge using Cal Water BMP Discharge form. . D. If Cal Water has obtained a NPDES permit for this activity, the Developer's Contractor will be notified about the permit requirements. The Developiir's Contractor will then be responsible to meet the discharge requirements. . 2. If dechlorimotion of the water is required, then the chlorinated water that is discharged to a storm drain shall be dechlorinated by water industry accepted methods. The dechlorinoted water Will be tested for chlorine residual to verify that no detectable amount of free chlorine is present. This testing will take place from the onset of discharging the water and at frequent intervals throughout the dewatering of the pipe. The Developer's Contractor shall notify the local agency to inform them of planned discharge events. 3. Determine the chlorine concentration of the water to be flushed. If the water to be flushed contains a detectable level of chlorine, then that water must be dechlorinated as follows: Please note: The use of the dechlorinating agent Captor (30% calcium thiosulfate) or Vita -D -Chlor (Ascorbic Acid Tablets) is recommended by the Company. Calcium thiosulfote and Vita -D -Chlor tablets are less hazardous than other chemicals, and will not. deoxygenate the water when marginally over -applied. Gross over -application of any dechlorinoting agent is unacceptable because of its potential to. deoxygenate a receiving water body. THE USE OF ANOTHER DECHLORINATING AGENT MUST BE APPROVED BY THE COMPANY. . A. Captor Solution Mongfocturing Recommendation: a) Prepare a Captor solution for water containing the following chlorine residuals: . I. Less than I mg/L:- add 2 cups of Captor to 25 gallons of water. This will dechloeinate 25,000 gallons of water with a chlorine residual of 1mg/L or less. ii. 2.1 to 50+ mg/L-. Use straight 30% Captor solution. b) Calculate the volume of the new main in gallons as follows - (Length of pipe)(Diameter of pipe)(Diameter of pipe)(0.785)(7.48 gal./ft.3 ) ft. ft. ft. c) Calculate the volume of the 307. Captor needed to dechlorinate 1 to 50 mg/L chlorine residuals for the volume calculated in b: . (Vol. of pipe)(Chlonne concentration)(1.45) 501. mg/L (300,000 mg/L Captor) B. Vito -D -Chlor Manufacturing Recommendation: a) Calculate the pounds of Vita -D -Chlor to be placed in dechlonnating device as follows: (Diameter of pipe) (Diameter of pipe) (Chlorine Concentration) (Length of pipe) - inches inches mq/L - ft . 1,112"100 C. Application of dechlorinafing solution: Refer to Cal Water's Best Management Practices (BMP) Guidance on examples to apply dechlorinating agent, Calwater's BMP Guidance Manual is available to the contractor for reference upon request. 4. Using Cal Watees BMP Discharge Form, check all discharged water quality parameters indicated on the discharge form at the storm drain inlet after the discharged water has passed'through all implemented BMPs for pollution control (ie. Dischlonnotion, sediment controls, erosion controls). Calwoter's BMP Discharge form is available upon request. 5. Best Management Practices must be used when discharging water into a storm drain. This includes use of sediment control BMPS (i.e. gravel bogs around storm drains inlets) and erosion control BMPs (Le straw wattles, etc). 6. The installing contractor shall follow the water quality objectives stated below. PH = 6.5 to 8.5 Total Chlorine Residual = < 0.01mgA (Per EH&S BMP manual) Turbidity - Turbidity limitations are dependent on the natural turbidities of the receiving water bodies. Receiving Water Background - Incremental Increase Dry Creek 50 NTU < 50 NTU 5 NTU I 0 NTU > 1 00 NTU 10% of background Temperature - Temperature limitations are dependent on the natural temperature of the receiving water bodies. The receiving water body temperature . cannot be increased by more than 50 F. I ENGINEERING : . RMSIONS: ; ; R5. Update Specs. ! i - .- __ - : I I I ! I . - : - . I I . . 7 , . . . .. .` . '� � . � . . � �: . - I � . ..1.1 -��,'-.,-"-, - 11 �.: - . _�_-�.,,�4 . - . 1. I , � . '. : . I , , I I . �. .. :., , DATE- INIT. DIMMU27ON : MAP F] � PUT I El I ... .... r .. SYSTVA SCMMATIC R I STATION [] . SCEBUTIC : . . . . 11111111ille PLAT SHEET NO.: . , . . I I . - __m SCAM: � . N.T.S. : DRAWN BY: L. Peralta , DESIGNED BY: CHECKED BY: DATE: ; : APPROVED BY: DATE'."' I I " -n I X -, 'yg'- 1/1'�g i ,/ / - r DATE: L � 9/2/14 ! PROJECT ID.: i "M i I ; � I . : DRAWING NO.: I � CW-832-.R5� , SHT I OF I � � I ; . : � . : 1.6-641 co 1-d I I 1-� :" : t--3 ; t-11 Ph 1 . I M 0 M n i.. � 0 W " pt �A 0 �> ! : " � L_ , ii I t_4 0 �, �_g --i ; 0-1-4 : J 7 4 ) 4 0 �d �! t:j " 0 �4 U) i 0 i � �-H if 4 i I t1i __1 -.1 or`V ! �4 ; : . ) I W 4 1*0 1*0 <"4 0 �O � 0-4 : �> ; : ) M 0 4 n . - . It 0 �� --d 1-4 !;� En : . � =� ! . .... I ... 0 P" ,, - n I 5> 0-3 � . M En Cn ,...3 > E 4 �> ,: E i I 1--i I 0 ) �4 (i �d M 0 I`_H �: L:__J �d ; 4 W 4 4 ). 11, I 0 I'd ,4 i -d �4 0 . � � � C/) : : 4 �d 0 M It . tt ! 4 ; �� 4 P_ -3 �> �4 tll (�.� 0 �: I I I ..e!!i : ) 0 t1i 4 �* I= �> �_9 �-l t..( i P-1 . ; (n � : �-4 > > I F- i -d '1� C� tij . tt ! W 0 . 4 I �d �-i M 0 �4 : ; f n �: I M �4 :> : C �: .6 - I . 1�9_ !4 �4 . t. -;i 4 ! � : 4 0 14 0 M ,-0 It ii ) C4 0 : �>_ ! 5 � ! �� i t4 I..� � I ,-� t-4 � : : ; � : : DISTRICT: - - � : ALL : � � � DATE: L � 9/2/14 ! PROJECT ID.: i "M i I ; � I . : DRAWING NO.: I � CW-832-.R5� , SHT I OF I � � i I r I ; . : � . : 1.6-641 0 Ph 1 . ____ - --- - I __ � I . : � I . ! ; � I ; . ; � . I I . I � I I . 11 I I - . : : I � i I r SECTION A -A S CTION B -B S ECTION C -C 11 3/4" DIA. 5/8" 1" -*- 1» DIA OPENING 3/4"OPENING 3/4" 2 5/16- 11111A /16" , �� ____3�_�I1I _ lil'!;;i 1ti� -I�{1tI'I�-•-�_r �IIiIt(I I1iIiIt111 '�i� � 7 / i(II�IIII I11l \IIII1I III{I!IIIII t 1/2"1/4- FILLET 1 / 2 " 1II 1r}t IIIII �''t1 +IHIIit .------------_- •-•:HNHt�I�1' •�I(11I -1tIt I1II 2 1 /4 " FILLE3 3/4" 3" 3 5/8" i FILLET 2 F1c/PT�2 " (TYP) f t (TYP) 1/2" 10 5/8DIA. 16" F-9 1/4DIA. 10 5/8" DIA. 1/16" DIA. 7/8" DIA. 9 1/2- 11 1/8" DIA. 11 5/8.DIA. 10 1/4,DIA. I-11 1/2" DIA. 1./4" Z�/ [ 11 7/8- DIA. 10 1/2" DIA 12 3/4" DIA.I 3/4" 12 3/4" DIA. 11 1/2" DIA. 14 1/4" DIA._ 1/4 " " It ! I 1 11 I( III 1/8- it I I I I t� ! 1 /8 t t I I 15 1 /4 DIA. -�r 1/4 III Iltl 1 / „� i t I I I I �� /" 1 i II _ - I I I 3 8 1 i 11 1°III 3/8" ___j 1 8 I ::� - --\ I: i! 1 3/16 I I� ! .///=, / 111 11111 I / " ALI II // \\\\ t, Ir / / \\\\ It B t t n//// \\\\III I I „ //// \\\� r1 1 A BL I'll \\\��fl C / I /// \\ I\ C 3/4 1 / y 1 ,.. 1.1 3/4" DIA. 1�\\ 3/8" 1/21" 3/4" VARIES 1 1/2- 2" 2 2" & 2 1/2" 1/4 „ � " COVER "Al' 1/8 OVER "B" FRAME DETAIL FOR COVER "B" "� 3/4 L---. (FOR UNPAVED AREAS) (FOR PAVED AREAS) (IN PAVED AREAS) 3/4" 5/16" -10 3/4" DIA. -� 1 12 3/4' DIA, TYPICAL CENTER SECTION OF FRAME RISER 2" SPACE WITH 8 1 8" DIA 1 5/8" SPACE WITH (FOR PAVED AREAS) 1' RAISED LETTERING (EYP) 0�/4 / 3/4" RAISED LETTERING (TYP) p.L 11~ 1/4" +� `� �/� • ❑ (TYP) NOTES: a❑❑❑❑ �a 1/4' Q❑❑❑❑❑[]❑❑� (TYP = 17-1 17-1 a r --- 1 17-71 D Q 3/4" 1. Frame, cover and casing extensions to be ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 3/4" SPACE WITH (� (TYP) of good quality domestic cast iron, free ❑ ❑ ❑ 1 1 /8" RAISED LETTERING Q ❑ d WATE.1 \ il ❑ d from flows and blow holes, and of t-6L�JEIRrVin ❑ n ❑ ❑ QO❑ a ❑ a sufficient strength to resist breakage by ❑❑ aQ❑�❑❑ElEl❑❑❑ street traffic. 2" SPACE WITH ❑ ❑ W A T E R ❑ ❑ 1" RAISED LETTERING 7/8" ( P) 2. Castings to be true, and if necessary to 1/4- Q 1:1❑ El Q ❑ U 3/8" be trimmed on emery wheel to prevent L-�"--1 \� rocking of cover in any position in the El a [7 (EYP) 11 1 /2" DIA. v ❑ ❑ ❑ Q ❑ frame. S o ❑ �G�� SERV k �`�/ 1/4" 3. See latest revision of drawing CW -439 for `� , 3/4" (TYp) valve cover, casing, and frame installation (TYP) details. 7/8" (TYP) 8 1/4" DIA 4. Cover "A" does not have a matching cast TOP VIEW OF COVER "A'= NTE: TOP VIEW OF COVER "B" frame. LETTERING AND DETAILS SHALL BE RAISED 1/8" ABOVE FACE OF COVER "A" AND "B". rcw--� VALVE C OVER AND FRAME FABRICATION DETAILS 14R6 FOR PAVED AND UNPAVED AREAS COVER "B" PER 2' MIN. OR PER GOVERNING AGENCY'S R Q. FRAME PER LATEST REVISION (2'-6" SQ. - KERN COUNTY) E- EXISTING LATEST REVISION EXISTING EXISTING OF DRAWING CW -14 (3' MIN. - SAUNAS) GRADE SECTION I OF DRAWING CW -14 FRAME COVER CONSTRUCT 2" MIN. A.C. IN I FRAME PER SLIP SLEEVE DETAIL 3 2 ( FINISHED GRADE FLEXIBLE PAVEMENT AREAS 2 DWG. CW -14 "FIELD LOK' GASKET REQUIRED ON PO 90' ELL 8 3.2 2.5 4.1 2.7 1.5. 3 2 1.5 6" 45' ELL 4.4 1 2.2 2 2.3 1.5 1.5 STREET VARIABLE 1.5 3" MIN. .o :o °• °. .' ' 2.3 1.5 ;'�.::' 1 1 SECTION „.O p�og THICKNESS 0 1 1 1 (8' MIN. FOR KERN COUNTY o o°� ° o °. 6 - IN SAUNAS ONLY - - _ 3 2 Q. & SAUNAS OR PER GOVERNING 2 1 INSTALL #4 AWG DIAGONALLY PLUG. CAP 10 2.5 AGENCY'S REQUIREMENTS) >: 2 FROM CASING & " 3 ABOVE 2.2 1.5 LISTED, RATED FOR DIRECT BURIAL, MIN. 90• ELL 14 4 3.5 THE BOTTOM OF P.C.C. 2.5 5 2.5 2 $" 45' ELL 7.5 SEE P.C.C. COLLAR 2.5 3.8 2 1.9 2.6 CONSTRUCT CLASS "B" P.C.C. 12• REIFORe,EMENr DETwL 'O 22 1 2' ELL' CONSTRUCT SUB BASE TO 2 COLLAR. EXTEND COLLAR TO SAUNAS 2 2 1 1.5 SUBGRADE OR EXTEND P.C.C. 1 REVISED (EITHER INSTALLATION) FINISHED GRADE BASE ROCK VARIES TO EQUAL GALVANIZED E- EXISTING REVISED FINISHED STREET GRADE SECTION SEE GALVANIZED 1 POT ' FINISHED GRADE IN RIGID ONLY FULL COMPACTION (CONTRACTOR'S OPTION) SPLIT SLIP SLEEVE, M RTAN N.T.S. NOTE: TO EXTEND AN EXISTING STANDARD PAVED INSTALLATION: REMOVE FRAME, ADD STANDARD CAST FRAME RISER PER LATEST REVISION OF DRAWING CW -14, OR TACK WELD ADDITIONAL STEEL CASING AS REQUIRED, REPLACE FRAME. FINISHED COVER "A" PER FRAME PER COVER "B" PER GRADE LATEST REVISION LATEST REVISION LATEST REVISION FOF DRAWING CW -14 OF DRAWING CW -14 ( OF DRAWING CW -14 ,-J-VALVE CASING TO BE 12" I.D. #14 GA. WELL CASING (±3 FT. LONG) STANDARD INSTALLATION (IN UNPAVED AREAS) NOTE: TO EXTEND AN EXISTING STANDARD UNPAVED INSTALLATION: REMOVE COVER, TACK WELD ADDITIONAL STEEL CASING AS REQUIRED, AND REPLACE COVER. G OF MAIN EXISTING 12" PVC PIPE BRICK, TYPICAL - EXtaTING PAVED AREA PVC CASING AND SLIP SLEEVE EXTENSION N.T.S. Y4" MIN. ELONGATED"" -113/4" fyg" i EDGE ^-_-_-_ I CA! VALVE CASING TO BE 12" SDR 35 (PS46) PVC 1y2" MIN. \\ (t3 FT. LONG) / 0 (IN PA ED AREAS) NOTE: TO EXTEND PVC CASING IN PAVED AREA: SEE C -CASING FULL COMPACTION AROUND VALVE BONNET REQUIRED LEVEL TWO BRICKS TO PROVIDE END BEARING FOR VALVE CASING VALVE CASING FOOTING TOP VIEW N.T.S. VALVE CASING BRICK (SEE TOP VIEW) V TOP VIEW SIDE VIEW �---- 40" FOR 12" CAN ------r 1 t I 20 GAGE GALVANIZED STEEL 12" ty8" (MIN. 1y2 OZ. per SQ. FT. ZINC COATING) L4 I 1 1y2" MIN. OVER GALVANIZED SLIP SLEEVE N.T.S. N.T.S. CW VALVE CASING, COVER, AND FRAME 43086 INSTALLATION DETAILS 4WG WIRE TIES P.C.C. COLLAR ZEINFORCEMENT SALINAS ONLY) N.T.S. (EITHER INSTALLATION) '// PAVEMENT AREAS12" BASE ROCK VARIES TO EQUAL GALVANIZED E- PLACE (4) GALVANIZED SELF -TAPPING FITTING STREET SECTION FEEL, 20 GAGE TYPE OF SOIL SAND 2000 P.S.F. DIMENSION MIN. BEARING ARS, A B (SQ.. FT.) SCREWS INSIDE CASING TO SECURE VALVE CASING TO BE 12" I.D. SEE GALVANIZED PLUG, CAP SLIP SLEEVE TO PVC PIPE. #14 GA WELL CASING t3' LONG SLIP SLEEVE DETAIL 3 2 1.5 SEE ALTERNATE _INSIALLATION 2 1 "FIELD LOK' GASKET REQUIRED ON PO N.T.S. NOTE: TO EXTEND AN EXISTING STANDARD PAVED INSTALLATION: REMOVE FRAME, ADD STANDARD CAST FRAME RISER PER LATEST REVISION OF DRAWING CW -14, OR TACK WELD ADDITIONAL STEEL CASING AS REQUIRED, REPLACE FRAME. FINISHED COVER "A" PER FRAME PER COVER "B" PER GRADE LATEST REVISION LATEST REVISION LATEST REVISION FOF DRAWING CW -14 OF DRAWING CW -14 ( OF DRAWING CW -14 ,-J-VALVE CASING TO BE 12" I.D. #14 GA. WELL CASING (±3 FT. LONG) STANDARD INSTALLATION (IN UNPAVED AREAS) NOTE: TO EXTEND AN EXISTING STANDARD UNPAVED INSTALLATION: REMOVE COVER, TACK WELD ADDITIONAL STEEL CASING AS REQUIRED, AND REPLACE COVER. G OF MAIN EXISTING 12" PVC PIPE BRICK, TYPICAL - EXtaTING PAVED AREA PVC CASING AND SLIP SLEEVE EXTENSION N.T.S. Y4" MIN. ELONGATED"" -113/4" fyg" i EDGE ^-_-_-_ I CA! VALVE CASING TO BE 12" SDR 35 (PS46) PVC 1y2" MIN. \\ (t3 FT. LONG) / 0 (IN PA ED AREAS) NOTE: TO EXTEND PVC CASING IN PAVED AREA: SEE C -CASING FULL COMPACTION AROUND VALVE BONNET REQUIRED LEVEL TWO BRICKS TO PROVIDE END BEARING FOR VALVE CASING VALVE CASING FOOTING TOP VIEW N.T.S. VALVE CASING BRICK (SEE TOP VIEW) V TOP VIEW SIDE VIEW �---- 40" FOR 12" CAN ------r 1 t I 20 GAGE GALVANIZED STEEL 12" ty8" (MIN. 1y2 OZ. per SQ. FT. ZINC COATING) L4 I 1 1y2" MIN. OVER GALVANIZED SLIP SLEEVE N.T.S. N.T.S. CW VALVE CASING, COVER, AND FRAME 43086 INSTALLATION DETAILS 4WG WIRE TIES P.C.C. COLLAR ZEINFORCEMENT SALINAS ONLY) N.T.S. SECTION A -A TRENCH WALL- 18" MIN. n - DUCTILE ^IRON, SEE SPLICE DETAIL TRACER WIRE 80• ELL A.. TEE BEARING AREA DETAIL BEARIN( SQ. FT. TRENCH ALL H (A X B) t� CONCRETE A, yy"••.„k, 45' (TIN YP) -18" MIN. l; A �.- A rcw-� TYPICAL THRUST BLOCK 435M) INSTALLATION T „ " PLASTIC J ;% SERVICE PIPE SERVICE SADDLE PLAN . VIEW TRENCH WALL STEPS: 1. STRIP 1" OF INSULATION FROM END OF EACH WIRE. 2. TWIST WIRES TOGETHER WITH PLIERS. 3: PLACE SPLICE CAP OVER TWISTED WIRES AND CRIMP W/CRIMPING TOOL. 4. BEND CRIMP FLAT WITH WIRE. 5. WRAP SPLICED CONNECTION WITH RUBBER MOULDING TAPE, COMPLETELY COVERING BARE WIRE. SPLICE DETAIL -OR- 2 x 12' STD. NIPPLE GALV. 2" ELL 90' STD. GALV. 2" x 9" STD. NIPPLE GALV. -�-�- --- 1 2" x 2" x 1/2" TEE, STD. GALV. 1/2" HOSE BIBB - 2" x 24" STD. NIPPLE GALV. VALVE CASING AND COVER INSTALLATION SHADED PIPING INDICATES STANDARD 2" BLOWOFF ASSY. PER LATEST REVISION OF DRAWING CW -122 WATER PIPE METER BOX TYP. CURB FINISHED 1" PE GRADE PLASTIC ' COMMON TRENCH FOR TWO LONG SIDE 1" SERVICES (TRENCH 12"t WIDE) FINISHED 4' COVERT � _op 10, GRADE / NOTE: All long side 1" services f 4 -:01 shall be placed in a /.a'common trench. except 1" PE PLASTIC PIPE when the meter boxes are / IN ACCORDANCE WITH ENGINEERING DEPARTMENT' REVISIONS: " (EITHER INSTALLATION) '// THRUST BLOCK SCHEDULE USE WATERTIGHT DIRECT BURY TWIST -ON TAPS SHALL BE PIPE SIZE FITTING S FT C Y 1000 P.S.F. DIMENSION FEET MIN. BEARING AREA A B (SQ. FT.) TYPE OF SOIL SAND 2000 P.S.F. DIMENSION MIN. BEARING ARS, A B (SQ.. FT.) ROCK 3000 P.S.F. DIMENSION MIN. BEARING AREA A (SQ. Fr.) B PLUG, CAP 6 3 2 3 2 1.5 2 2 1 "FIELD LOK' GASKET REQUIRED ON PO 90' ELL 8 3.2 2.5 4.1 2.7 1.5. 3 2 1.5 6" 45' ELL 4.4 1 2.2 2 2.3 1.5 1.5 1 1.5 1.5 1 6" GATE VALVE, PO WITH 22 1/2' ELL 2.3 1.5 1.5 1 1 1 1 1 1 YB= TEE W 6'QUTLEr 6 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 LISTED, RATED FOR DIRECT BURIAL, MIN. 90• ELL 14 4 3.5 7 2.8 2.5 5 2.5 2 $" 45' ELL 7.5 3 2.5 3.8 2 1.9 2.6 1.7 •1.5 'O 22 1 2' ELL' 4 2 2 2 2 1 1.5 1.5 1 EXISTING PIPE TEE W 8"OUTLET 10 4 2.5 5 2.5 2. 3.3 2.2 1.5 SCALE: PLUG. CAP 24 6 4 12 4 3 . 7.5 3 2.5 20" POLYWRAP TUBING 8 MIL W/PVC TAPE 90' ELL 32.5 6.5 5 16.1 4.6 3.5 10.8 3.6 3 12" 1 45' ELL 17.5 5 3.5 8.8 3.5 2.5 6 3 2 4. For wet barrel hydrants this dimension is from finished grade to bury's flange or 22 1/2' ELL 9 3.6 2.5 4.6 2.3 2 3 2 1.5 TEE W/12 -OUTLET` 24 F 6 4 12 4 3 7.5 3 2.5 certain fire protection districts. Verify with C.W.S. Co. representative all fire hydrant PLUG, CAP 31.5 6.3 5 15.8 4.5 3.5 10.5 3.5 3 - - 8"' FLANGE TYTE GASKET 90 ELL 44.4 7.4 6 22 5.5 4 14.7 4.2 3.5 14" 45' ELL 24 6 4 12. 4 3 8.1 3 2.7 8. A 90' elbow with restrained push on joints may be required for the fire hydrant 22 1/2' ELL 12 4 3 6 3 2 4 2 2 or the location of the fire hydrant requires the bend. TEE W1 14 OUTLET 31.5 6.3 5 15.8 4.5 3.5 10.5 3.5 3 PLUG, CAP 40.7 7.4 5.5 20 5 4 13.5 4.5 3 90 ELL 56. 8 7 28.8 6.4 4.5 20 5 4 1 g" 45' ELL 31 6.2 5 15.8 4.5 3.5 10.5 3.5 3 22 11r ELL 15.8 4.5 3.5 7.8 3 2.6 5.2 2.6 2 TEE W 16 -OUTLET 40.7 7.4 5.5 20 5 4 13.5 4.5 3 PLUG. CAP 52 B 6.5 26.4 6.6 4 17.5 5 3.5 90' ELL 75 10 7.5 37 7.4 5 24.8 S.2 4 18" 45' £LL 40.7 7.4 5.5 20 5 4 14 4 3.5 22 i 2 ELL 20 5 4 10.5 3.5 3 6.9 3 2.3 TEE W 18OUTLET 52 8 6.5 26A 6.6 4 17.5 5 3.5 1. THRUST BLOCKS DESIGNED FOR A MAXIMUM OF 150 PSI WATER PRESSURE 2. ALL CONCRETE SHALL CONTAIN 6'SACKS OF CEMENT: PER CUBIC YARD. 3. THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED SOIL. 4. KEEP ALL CONCRETE CLEAR OF THE JOINTS ON ALL FITTINGS. 5. FORMS ARE REQUIRED ON ALL THRUST BLOCKS AND TO BE SUPPLIED BY CONTRACTOR. ALL FITTINGS TO BE WRAPPED WITH POLYETHELENE PRIOR TO POURING THRUST BLOCKS. SECTION A -A TRENCH WALL- 18" MIN. n - DUCTILE ^IRON, SEE SPLICE DETAIL TRACER WIRE 80• ELL A.. TEE BEARING AREA DETAIL BEARIN( SQ. FT. TRENCH ALL H (A X B) t� CONCRETE A, yy"••.„k, 45' (TIN YP) -18" MIN. l; A �.- A rcw-� TYPICAL THRUST BLOCK 435M) INSTALLATION T „ " PLASTIC J ;% SERVICE PIPE SERVICE SADDLE PLAN . VIEW TRENCH WALL STEPS: 1. STRIP 1" OF INSULATION FROM END OF EACH WIRE. 2. TWIST WIRES TOGETHER WITH PLIERS. 3: PLACE SPLICE CAP OVER TWISTED WIRES AND CRIMP W/CRIMPING TOOL. 4. BEND CRIMP FLAT WITH WIRE. 5. WRAP SPLICED CONNECTION WITH RUBBER MOULDING TAPE, COMPLETELY COVERING BARE WIRE. SPLICE DETAIL -OR- 2 x 12' STD. NIPPLE GALV. 2" ELL 90' STD. GALV. 2" x 9" STD. NIPPLE GALV. -�-�- --- 1 2" x 2" x 1/2" TEE, STD. GALV. 1/2" HOSE BIBB - 2" x 24" STD. NIPPLE GALV. VALVE CASING AND COVER INSTALLATION SHADED PIPING INDICATES STANDARD 2" BLOWOFF ASSY. PER LATEST REVISION OF DRAWING CW -122 WATER PIPE METER BOX TYP. CURB FINISHED 1" PE GRADE PLASTIC ' COMMON TRENCH FOR TWO LONG SIDE 1" SERVICES (TRENCH 12"t WIDE) FINISHED 4' COVERT � _op 10, GRADE / NOTE: All long side 1" services f 4 -:01 shall be placed in a /.a'common trench. except 1" PE PLASTIC PIPE when the meter boxes are / IN ACCORDANCE WITH ENGINEERING DEPARTMENT' REVISIONS: " (EITHER INSTALLATION) '// DWG. CW -555. not located side by side at the property line: TIE -INS FROM D.I. TO Of USE WATERTIGHT DIRECT BURY TWIST -ON TAPS SHALL BE CW STAGGER AROUND NOTE: does nota 1 In THE CIRCUMFERENCE apply ENCLOSURES OR APPROVED EQUAL MAY OF 18a 9� THE WATER MAIN Stockton, U rmore, and STRUCTION SHALL BE LATEST REVISION OF Salinas. HYING �-435 24" MIN. FROM PER LATEST REVISION OF DWG. 2" BLOW -OFF END OF PIPE (JOINT OR FITTING) „ CW TWO 1 LONG SIDE SERVICES VALVE CASING & COVER ASSY. "FIELD LOK' GASKET REQUIRED ON PO . 83783 IN COMMON TRENCH y END OF GATE VALVE & ALL PO JOINTS CW14 AND CW439. 2. PULL LOOPED WIRE THROUGH HYDRANT OUTLETS SHALL FACE STREET AT 45' ANGLES (UNLESS DIRECTED OTHERWISE ( FIRE HYDRANT, SEE NOTE #1 NOTES: BY C.W.S. CO. OR FIRE PROTECTION AGENCY) 1= PROPERTY UNE, RIGHT OF WAY UNE, VALVE CASING AND COVER ASSY PER LATEST REVISION OF FINISHED EXTENSION, J� 2"t SEE NOTE #4 SEE NOTE #3 �J nA7& Cpl; DRAWING CW -14 AND CW -439 GRADEPUT 1. CONTRACTOR SHALL USE CARE TO PREVENT nox )iter ❑ 6" GATE VALVE, PO WITH EASEMENT UNE. HYDRANT BURY t ❑ RESTRAINED PO JOINTS ;` >' .`' ° . a• ° Mme" 1 MECHANICAL JOINT x FLG YB= WITHWTAP APE FIOR UNE.CUSTOMU TIC ❑ 6" DUCTILE IRON PIPE18" MIN. STATION El ELL OR TEE, PO WITH POLYETHYLENE (HMWPE) INSULATION, UL PR07EC710N�II' WALL SCILOU6 ONE RESTRAINED LISTED, RATED FOR DIRECT BURIAL, MIN. 6" RESTRAINED (�Ii CONCRETE THRUST BLOCK PO JOINT GATE VALVE, MJ ADAPTER CASING EDGES POURED AGAINST UNDISTURBED PLAT, NO.: CONCRETE THRUST / WATER AND PURPLE FOR RECLAIMED WATER. GATE VALVE, FLG x PO TEE, PO W/ FIELD LOK GASKET i _ GROUND. (8 SQ. FT. MINIMUM I. ON BRANCH ONLY BLOCK POURED AGAINST 'O II DUCTILE IRON PIPE OR DUCTILE IRON PIPE ORy - .. ;' _ BEARING AREA) PVC C-900 PIPE A (TYP. BOTH SIDES) UNDISTURBED GROUND (EYP. BOTH SLOES) EXISTING PIPE EXISTING PIPE (TVP. BOTH SIDES) STANDARD INSTALL&TION (TYP. BOTH SIDES) TYPICAL MATERIALS FOR - INCH FIRE SERVICE: PER LATEST REVISION OF DRAWING CW -435 1 - __ ' X,_` TEE PO CL Of 1 SCALE: 1 - GATE VALVE PO NRS NO RS STANDARD - _" GATE VALVE FLG X PO NRS NO RS NOTE: IN STOCKTON, INSTALLATION BEYOND TEE SHALL BE PER THE AGENCY'S REQUIREMENTS 6" DUCTILE IRON, PO (RESTRAIN ALL PO JOINTS) INSTALLATION N.T.S. (C.W.S. CO. DOES NOT OWN FIRE HYDRANT) N.T.s. DRAWN BY- Y: 20" POLYWRAP TUBING 8 MIL W/PVC TAPE NOTES: ON TES: - GAL METAL GUARD 1301 _ "FIELD LAK" GASKET F/Po 1. For district specific fire hydrant models and requirements, see District fire hydrant M. FONG FELT OF ....-• DUCTILE IRON PIPE OR PVC C-900 PIPE _ form, note 18 on main extension drawing, or verify with C.W.S. Co. representative. DESIGNED BY: 6" GATE VALVE, PO x FLG 2. All fire hydrant' materials shall comply with latest C.W.S. Co. material specifications. . 'FIELD LOK' GASKET F/PO WITH RESTRAINED PO JOINT _ - FEET OF PVC C-900 PIPE OR DUCTILE IRON PIPE 3: A. hydrant extension may be required to adjust for finished grade. FLANGE -TYPE GASKET OR AMERICAN TORUSEAL 1. A DOUBLE CHECK VALVE OR REDUCED PRESSURE 4. For wet barrel hydrants this dimension is from finished grade to bury's flange or CHECKED BY: DATE: FLANGE GASKET extension's flange when an extension is required. FLANGE MATERIAL -CHECK ONE BOX (SEE NOTE #7) 5. Push -on, flanged fitting joints, and/or threaded -flanged risers may be required in 8 - 5/8' 0 x 3" #304 SS MACHINE BOLTS W/ HN 3. PROTECT ALL UNDERGROUND BOLTS, NUTS, FLEX. COUPLINGS, AND BARE STEEL PER C.W.S. CO. PROTECTION certain fire protection districts. Verify with C.W.S. Co. representative all fire hydrant 1 - 6' FLANGE TYTE GASKET COATING SPECIFICATIONS. ❑ 8 - 3/4" 0 x 3-1/2' #304 SS MACHINE BOLTS W/ HN 4. BLOCK AND POUR CONCRETE THRUST BLOCKS ON ALL material prior to the installation. (In Stockton verify with the fire protection agency ELLS, TEES, AND CAPS, PER LATEST REVISION OF DRAWING ❑i - - 8"' FLANGE TYTE GASKET that has jurisdiction.) APPROVED BY: DATE: ELL OR TEE 6. Fire hydrant barricades shall be required when a vertical or rolled curb does not exist, 1 - 10" FLANGE TYTE GASKET PO x FLG or when the fire hydrant needs to be protected from moving vehicles, per latest C �j /L 4 ALTERNATE revision of drawing CW -822. % ` INSTALLATION 7' All machine bolts and nuts shall be 304 stainless steel, except for break -off bolts. N.T.S. 8. A 90' elbow with restrained push on joints may be required for the fire hydrant installation when space is limited and the hydrant lead must run parallel to the main or the location of the fire hydrant requires the bend. 9. Protect all underground bolts and nuts per C.W.S. Co. standard coating _specification. 2+• MIN. 10. A break -off check valve may be required in sloped terrain as specified by district (�Cw personnel. Use Clow Model LB400 or approved equal. TYPICAL FIRE HYDRANT 38OR15 INSTALLATION • FOR CUT WIRES (EITHER INSTALLATION) RING GASKET WITH CLOTH INSERT TIE-INS FROM D.F. TO OD StEEF USE OD STEEL. X DI FLEX. COUPLING (10 - TIE -INS FROM D.I. TO Of USE WATERTIGHT DIRECT BURY TWIST -ON (CRETE THRUST BLOCK POURED CW SAMPLING DEVICE FOR ENCLOSURES OR APPROVED EQUAL MAY (ASBESTOS CEMENT ROUGH BARREL) IF STL OR STD SLY IF D.I.) STRUCTION SHALL BE LATEST REVISION OF BE USED, AND INSTALL PER MANUFACTURER'S INSTRUCTIONS. HYING �-435 638R1 PER LATEST REVISION OF DWG. 2" BLOW -OFF 1. CUT HOLE IN . VALVE CASING CW74 AND CW439. VALVE CASING & COVER ASSY. "FIELD LOK' GASKET REQUIRED ON PO APPROX. 12" FROM TOP OF COVER y END OF GATE VALVE & ALL PO JOINTS CW14 AND CW439. 2. PULL LOOPED WIRE THROUGH � _ NOTES: AS SHOWN 1= PROPERTY UNE, RIGHT OF WAY UNE, I GASKET RIGHT OF WAY III 1. CONTRACTOR SHALL USE CARE TO PREVENT REQUIRED UNE, OR WATER DAMAGE TO TRACER WIRE DURING EASEMENT UNE. INSTALLATION. ON ALL PO MAIN EASEMENT ;` >' .`' ° . a• ° Mme" � 2. ALL WIRE SHALL BE SOLID COPPER W/ 45 WITHWTAP APE FIOR UNE.CUSTOMU MILS OF HIGH MOLECULAR WEIGHT TRENCH POLYETHYLENE (HMWPE) INSULATION, UL PR07EC710N�II' WALL / LISTED, RATED FOR DIRECT BURIAL, MIN. FROM VALVE (�Ii ~!/ THRUST BLOCK GATE VALVE, SIZE AWG 12. COLOR BLUE FOR POTABLE CASING EDGES -�'�•--- PER LATEST / WATER AND PURPLE FOR RECLAIMED WATER. ti REVISION OF 3. TRACER WIRES SHALL BE INTER -CONNECTED T DWG. #CW435 /\ AT TEES, CROSSES, PLASTIC SERVICES, AND Ii CUT WIRES WITH SPLICE CONNECTORS. 11 11 VALVE CASING :° 4. ENOUGH SLACK OF TRACER WIRE SHALL BE Vii'LI' T I..... 7 /j EXTENDED INTO VALVE CASING AND METER BRICK �X/ BOX FOR FUTURE ACCESS. LOOPED WIRE :a:'• SHALL BE PULLED INTO VALVE CASING AS • ' ° SHOWN ON "PROFILE VIEW" ABOVE. TRACER WIRE SHALL BE TAPED TO BLOW OFF °J ASSEMBLY AT DEAD ENDS AND TO ANGLE :',, : ; .• �/ METER STOP AT END OF SERVICE q : 4. CONNECTIONS. %P) PROFILE VIEW ���\\��\\�j\\y y.: 5. CONTINUITY TESTS SHALL BE CONDUCTED WHEN CW STANDARD INS TALLATIO \ ��\� R PRES N(TATIVE. BY CWS CO. 85oR3 DETAILS FOR TRACER WIRES 6. TRACER WIRE SHALL BE REQUIRED ON ALL MATERIAL FOR ITEM O (EITHER INSTALLATION) RING GASKET WITH CLOTH INSERT TIE-INS FROM D.F. TO OD StEEF USE OD STEEL. X DI FLEX. COUPLING (10 - TIE -INS FROM D.I. TO Of AND STAINLESS STEEL. #304 (CRETE THRUST BLOCK POURED TIE-INS FROM D.I. TO STD STEa BOLTS AND NUTS. iNST UNDISTURBED GROUND, (ASBESTOS CEMENT ROUGH BARREL) IF STL OR STD SLY IF D.I.) STRUCTION SHALL BE LATEST REVISION OF VALVE CASING & COVER ASSY. HYING �-435 IF DUCTILE IRON). PER LATEST REVISION OF DWG. A CW74 AND CW439. VALVE CASING & COVER ASSY. "FIELD LOK' GASKET REQUIRED ON PO _ PER LATEST REVISION OF DWG. y END OF GATE VALVE & ALL PO JOINTS CW14 AND CW439. a � _ "FIELD LOK" PROPERTY UNE. ;I I 1= PROPERTY UNE, RIGHT OF WAY UNE, I GASKET RIGHT OF WAY III OR WATER MAIN REQUIRED UNE, OR WATER EASEMENT UNE. ON ALL PO MAIN EASEMENT Mme" UNE.CUSTOMU D.I. D.I. PIPE ONLYL`.`�PIPM�. D.I. PIPE ONLY � CI PIPM (�Ii GATE VALVE, PO W/ 1-I I I _ FIELD LOK GASKETS JII GATE VALVE, FLG x PO TEE, PO W/ FIELD LOK GASKET I I TEE. PO X FLG I. ON BRANCH ONLY :I II DUCTILE IRON PIPE OR DUCTILE IRON PIPE ORy - PVC C-900 PIPE PVC C-900 PIPE A (TYP. BOTH SIDES) (EYP. BOTH SLOES) EXISTING PIPE EXISTING PIPE (TVP. BOTH SIDES) STANDARD INSTALL&TION (TYP. BOTH SIDES) TYPICAL MATERIALS FOR - INCH FIRE SERVICE: TYPICAL. MATERIALS FOR - INCH FIRE SERVICE 1 - __ ' X,_` TEE PO CL Of 1 - _` X __-_` TEE PO X FLG CL 01 1 - GATE VALVE PO NRS NO RS 1 - _" GATE VALVE FLG X PO NRS NO RS 1 - VALVE CASING AND COVER ASSEMBLY 1 - VALVE CASING AND COYER ASSEMBLY FEET OF .-' DUCTILE IRON PIPE (FOR FIRE SERVICE RUN) - FEET OF ^." DUCTILE IRON PIPE (FOR FIRE SERVICE RUN) 20" POLYWRAP TUBING 8 MIL W/PVC TAPE 1 - GAL METAL GUARD 1301 _ "FIELD LAK" GASKET F/Po 1 - ROLL BIT OR RFS WRAP FELT OF ....-• DUCTILE IRON PIPE OR PVC C-900 PIPE - - 20" POLYWRAP TUBING 8 MIL W/PVC TAPE (FOR TEERUN)_ . 'FIELD LOK' GASKET F/PO NOTES: _ - FEET OF PVC C-900 PIPE OR DUCTILE IRON PIPE (FOR TEE RUN) 1. A DOUBLE CHECK VALVE OR REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY IS REQUIRED. FLANGE MATERIAL -CHECK ONE BOX 2. POLYETHYLENE ENCASEMENT WITH PVC TAPE IS REQUIRED FOR ALL DUCTILE IRON PIPE AND ALL FITTINGS. 1 - 4" FLANGE TYTE GASKET 8 - 5/8' 0 x 3" #304 SS MACHINE BOLTS W/ HN 3. PROTECT ALL UNDERGROUND BOLTS, NUTS, FLEX. COUPLINGS, AND BARE STEEL PER C.W.S. CO. PROTECTION 1 - 6' FLANGE TYTE GASKET COATING SPECIFICATIONS. ❑ 8 - 3/4" 0 x 3-1/2' #304 SS MACHINE BOLTS W/ HN 4. BLOCK AND POUR CONCRETE THRUST BLOCKS ON ALL ELLS, TEES, AND CAPS, PER LATEST REVISION OF DRAWING ❑i - - 8"' FLANGE TYTE GASKET CW -435. 8 - 3/4" 0 x 3-1/2' #304 SS MACHINE BOLTS W/ HN 5. THE USE OF "FIELD LOK" GASKETS DOES NOT ELIMINATE 1 - 10" FLANGE TYTE GASKET THE NEED FOR CONCRETE THRUST BLOCKS. 12 - 7/8• 0 x 4' #304 SS MACHINE BOLTS W/ HN MATERIAL FOR ITEM O (EITHER INSTALLATION) TIE-INS FROM D.I. TO D.I. OR PVC C-900 OR ACME(<10"DIA.) USE SOLID SLEEVE MJ TIE-INS FROM D.F. TO OD StEEF USE OD STEEL. X DI FLEX. COUPLING (10 - TIE -INS FROM D.I. TO Of SLV IF STL OR STD SLY IF D.1.) USE SOLID SLEEVE MJ DUAL PURPOSE TIE-INS FROM D.I. TO STD STEa nE-INS FROM D.I. TO ACRE USE STD X DI FLEX. COUPLING (10" SLY (ASBESTOS CEMENT ROUGH BARREL) IF STL OR STD SLY IF D.I.) USE ACRB X D1 FLEX. COUPLING (10' SLEEVE IF STEEL OR STANDARD SLEEVE 71E -INS FROM MC -90D TO PVC C -90D IF DUCTILE IRON). USE "CERTAINTEED" PVC CLOSURE COUPLING IMMIIIIIIIIIII I-Iml STANDARD PRIVATE FIRE SERVICE CONNECTION DISTRICT: ALL DATE: 10/14/2014 PROJECT ID.: DRAPING NO.: CWDWGS SHT 1 OF 2 1.6-6410 Ph 1 H H L� J O � y a � Mme" DISTRICT: ALL DATE: 10/14/2014 PROJECT ID.: DRAPING NO.: CWDWGS SHT 1 OF 2 1.6-6410 Ph 1 PART PART NAME PART "iIZE MUELLER INSTA-TITS/ FORD ULTRA-TITE/ A.Y.McQONALO CAMBRIDGEi SMITH -GLAIR APAC LEITER MUELLER PACK -JOINT FORD. PACK JOINTBRASS NOTES' NOMINAL VAIN SIZE 1. ALL PE PLASTIC PIPE REQUIRES TRACER WIRE TAPED TO PE PIPE AND A SERVICE SADDLE ALL BRONZE x 1" CC H-13400 SERIES S90 SERIES 3805 SERIES 800 SERIES 393 SERIES ----- EXTENDED INTO METER BOX PER LATEST REVISION OF DWG. CW -850 AND AS NOMINAL MAIN SIZE SPECIFIED IN CWS CO. MATERIAL SPECIFICATIONS DWG. CW -832. B SERVICE SADDLE DUCTILE IRONx 1" CC OR 2A SERIES F202 SERIES ----- ----- ' 313 SERIN 102 SERIES NOMINAL M MN SIZE 2. SADDLES ARE REQUIRED ON ALL PVC C-900, AC, STEEL, OR WROUGHT IRAN C SERVICE SADDLE ALL BRONZE x 1. BR 28 SERIES 2028 SERIES 3825 SERIES 810 SERIES 323 SERIES ----- PIPE. CC 1" CC x i" MFG. FBI 001-4-U-ANWT-NL 3. INSERT STIFFNERS SHALL BE USED ON ALL PE PIPE WITH COMPRESSION D CORPORATION STOP (BALL) F/PE IPS B -2996N + H15456N /FB1001-4-NL 747018-33 1"301NL--A4PE4 ----- ----- CONNECTIONS. E 1" PE PLASTIC PIPE 1" PE P ASTTC HIGH DENSITY POLYETHYLENE PIPE, IRON PIPE SIZE, AWWA STANDARD C901, PE 4710.; PC 200, SIDR7 ----- PIPE PS 4. WHEN USING MUELLER INSTA-TITE, BEVEL THE PE PIPE WITH MUELLER'S F 1" 90' ELBOW 1" MFG F/PE IPS H -15464N L66 -44 -U -NL/ 74761-30 1" 105NL-PE4PE4 BEVELING TOOL PER MANUFACTURER'S SPECIFICATIONS. L66 -44 -NL --` `-"`" G ANGLE METER STOP (BALL) 1 1" F/PE [PS x 1" 8-24266N/E-24259N BA63-444W-U-AWT-NL 746028-33 " 21ONL-PE4T4 5. RESPONSIBILITY FOR SERVICE MAINTENANCE BY CWS CO. ENDS AT METER SWr/EL NUT /BA63-444W-NL -" -- `"" DOWNSTREAM METER COUPUNG (OR LEFT TO DISTRICT'S DISCRETION). 1" METER ro 5/8" .EIER ----- 6. ALL PIPE FITTINGS IN CONTACT WITH WATER SHALL BE LEAD FREE (< 0.25% H METER ADAPTER x 3/4" dH-10879N A24 -NL 71OJ24 44ONL-N4R2 ----- LEAD) AND COMPLIANT TO NSF-61/SECTION 8. BY CWS COMPANY: 5/8" x 3/4" METER (USE FOR LOT SIZE < 10,000 SQ. FT.) LENGTH 7 1/2". J METER I* METER + USE FOR LOT SIZE 10,000 SQ. FI'. OR LARGER OF IF REO'D TO MEET CITY'S FIRE SPRINKLER ORDINANCE) LENGTH 10" K METER SPACER DEVELOPERS CONTRACTOR SHALL INSTALL SCH. 80 PVC NIPPLE IN PLACE OF METER: 1-1/4" DIAMETER, ! ___ _____ 11" LONG 'NTfH PIT OPTIONS: THESE OPTIONS MAY BE REQUIRED BY CWS CO. L METER COUPLING 1" METER SWIVEL NUI x O.I.P. H-1089ON C38 -44 -2 -625 -NL 74624 417NL-T4M4" ----- ----- 1. EXTEND CUSTOMER'S PIPING 112" BEYOND METER BOX WITH TWO 12" METER BOX - BROOKS #37 BOX W/ CAST IRON COVER OR NIPPLES & TWO 90' ELLS, BRASS (OR GALVANIZED IF PREFERRED BY CWS). SEE CHRISTY #612 BOX W/ CAST IRON COVER. NOTE 5. M IF OUTSIDE FULL TRAFFIC AREAS, USE CHRISTY FL12 BOX W/ 12" x 20' x 12" ----- ----- ----- _____ ____- SYN12S LID. CWS OPTION: 1 -PIECE -COVER FL12D OR 2. INSTALL BALL VALVE DOWNSTREAM FROM METER WHEN CUSTOMER'S PIPING IS ARMORCAST P6000485-ROTOCAST BOX W/ A6000484DO COVER & AROP-IN LID A6000487. CWS OPTION: 1 -PIECE COVER A6000484 UPHILL FROM METER OR CUSTOMER'S VALVE IS A GREAT DISTANCE FROM METER. N ANGLE BALL VALVE 1" PEP x 1" H -15428N+8 -24378N/6 -444W -U AWT -NL ----- ----- ----- ----- 3. INSTALL 1" COPPER TUBING, TYPE K SOFT, INSTEAD OF PE WHEN CWS LOCkIIUT E -15429N+8 -24278N /BA96-444W-NIL REPRESENTATIVE DETERMINES THAT CONDITIONS ARE UNFAVORABLE TO PE. P IRON YOKE PIECE --- •- H-5040 Y504P ----- ----- ----- ----- Q EXPANSION CONNECTION ---• -- H -14234N EC -4 -NL ----- ----- ----- ----- R YOKE COUPUNG LOCKNUT x FIP H -14219N C91 -44 -NL ----- -_-__ M M 'G H H CUSTOMER'S '-o \\\ ' H H . Q : R PIPE. SEE:CUSTOMER'S • :.•:. \%�\\ j OPTIONS i & 2 \\//\ ~ \ PPE 30 MIN. �/ 7 NIPPLE "�\/\ o �/ K NIPPLE TRACER WIRE \ \\�\\\\/i��/��/��/�\��\\/ K E .:.0 MIN. �\''c\i TAPE -,,,DO NOT USE PART TRACER WIRE . TAPE F' "H" TF 1" METER E TRACER WIRE IS USED. TRACER WIRE DO NOT USE PART "H" IF 1" METER DWG. CW -850 E SPLICE. SEE 45'' SPUCE. SEE -+x•_45' E F IS USED. TYP. I LIEU OF PART "F", DWG. CW -850 TYP. (TYP.)� E PIPE COULD BE (TYP.) TAPE I IENT, IF "A 2' RADIUS TAPE D STANDARD INSTALLATION AN BE ACHIEVED ALTERNATE INSTALLATION D 45' SIDE TAPPED x--45' SIDE TAPPED A (PVC C-900 PIPE) A (PVC C-90) PIPE) E B (STEEL, DUCTILE, CAST OR B (STEEL, DU(MLE, CAST OR WROUGHT IRON PIPE) SIDE VIEW FRONT VIEW WROUGHT IRON PIPE) O D C (AC PIPE) METER BOX METER BOX C (AC PIPE) f: TAPPED AT TOP OF MAIN USE THIS INSTALLATION ONLY WHEN CW STANDARD 1" SERVICE CONNECTION FOR METER BOX Is LOCATED DIRECTLY WHEN REQUIRED BY CWS COMPANY, PLACE BRICKS ON O SIDES OF ABOVE THE MAIN METER BOX FOR SUPPORT (OR 2" x 4" PRESSURE TREATED LUMBER) 555R15 5/8}� X 3/•1�� �� METER AND 1 METER PART LETTER PART NAME MUELLER FORD A.Y. McDONALD CAMBRIDGE BRASS SMITH-8LAIR APAC A SERVICE SADDLE H-13400 S90 SERIES 3805 SERIES 800 SERIES 393 SERIES ----- B SERVICE SADDLE DR2A F202 SERIES 4825A ----- 313 SERIES 102 SERIES TAPPED' AT TOP C SERVICE SADDLE BR28 202B SERIES 3825 SERIES 810 SERIES 323 SERIES ----- OF MAIN USE THIS INSTALLATION ONLY D 2" CORPORATION STOP - AWWA TAPER THREAD INLET X MIP B -2996N FB800-7-NL 731286 301NL-A7M7 ----- ----- FOR SERVICES LOCATED DIRECTLY ABOVE THE MAIN E 2" COPPER TYPE K SOFT PER LATEST REVISION OF ASTM SPECIFICATION B88 F 2" 90' ELL COUPLING = CTS X CTS PT5526-N(P)/H15526-N(Q) 44-77-NL(P)/L44-77-Q-NL(Q) 74761-22(P)/74761Q-2(Q) 105NL-B7B7(P)/105NL-H7H7(Q) ----- ----- E G 2" STRAIGHT COUPLING CTS X CTS (SEE OPTION 5) P15403-N(P)/H15403-N(Q) 44-77-NL(P)/C44-77-Q-NL(Q) 74758-22(P)/74754Q-2(Q) 118NL-8787(P)/118NL-H7H7(Q) ----- ----- 'L• 2" BALL ANGLE METER VALVE - S H CTS X METER FLANGE - FULL PORT P24276-N(P)/824276-N(Q) BFA1-777W-NQP)/BFA43-777W-Q-NL(Q) 746028-22(P)/74602BQ-2(Q) >.10NL-B7MF7(P)/210NL-H7MF7(0) ----- ----- D J 2" METER ----- ----- --_-- ----- ----- K 2" METER FLANGE - FLG. X F.I.P; BRONZE WITH FULL FACE S GASKET AND #304 STAINLESS STEEL BOLTS & NUTS -----CF31-77-NL 761OF 421NL-75/---------- L 2" NIPPLE ----- ----- ----- ----- ----- ----- METER BOX - BROOKS CONCRETE #65 BOX W/ #65S CONCRETE M COVER & UD OR CHRISTY CONCRETE B65 BOX W/ 865E _____----- ----- ----- ----- ----- CONCRETE COVER & UD NOTE: CAST IRON COVERS REQUIRED IN TRAFFIC AREAS 459 SIDE TAPPED _____ N ADAPTER - 2" METER FLG. X 1-1/2" MET FLG. ----- A67 -NL 710J67 ----- ----- CONNECTION P 1-1/2" METER T E Q 1-1/2" METER FLANGE - FLG. X F.I.P.; BRONZE WITH FULL FACE S ----- ___ _ 45' GASKET AND #304 STAINLESS STEEL BOLTS & NUTS CF31-66-NL 7610E 421NL-6S / R 1-1/2" NIPPLE STD. LEAD-FREE BRASS ----- ___-- --- ----- __--- --___ S 2" 90' ELL, FIP X FIP ----- _____ _---- ___-- ___-_ ----- D T 2" 90' ELL - MIP X CTS P15531-N(P)/H15531-N(Q) 4-77-NL(P)/L84-77-Q-NL(Q) 74779M-22 2(P)/74779MQ-2(0) 105NL-B7M7(P)/105NL-H7M7(Q) ----- ----- NOTE: P- PACK JOINT; Q- QUICK JOINT NOTES: 1. 2" SERVICE SHALL BE INSTALLED FOR ALL 1-1/2" METERS. 2. A SADDLE SHALL BE USED FOR ALL 2" SERVICES. 3. RESPONSIBILITY FOR SERVICE MAINTENANCE BY CWS CO. ENDS AT DOWNSTREAM METER COUPLING (OR LEFT TO DISTRICT'S DISCRETION). 4. ALL PIPE FITTINGS IN CONTACT WITH DRINKING WATER SHALL BE LEAD FREE (< 0.25% LEAD) AND COMPLIANT TO NSF-61/SECTION 8. OP t : THESE OPTIONS MAY BE REQUIRED BY CWS CO. 1. EXTEND CUSTOMER'S PIPING 412" BEYOND METER BOX WITH TWO 12" NIPPLES & TWO 90' ELLS, BRASS (OR GALVANIZED IF PREFERRED BY CWS). SEE NOTE 3. 2. INSTALL BALL VALVE DOWNSTREAM FROM METER WHEN CUSTOMER'S PIPING IS UPHILL FROM METER OR CUSTOMER'S VALVE IS A GREAT D[STANCE FROM METER. 3. INSTALL 2" HDPE, INSTEAD OF COPPER WHEN CWS REPRESENTATIVE DETERMINES THAT CONDITIONS ARE UNFAVORABLE TO COPPER. REFER TO THE LATEST REVISION OF DWG# CW -436. 4. WHEN REQUIRED BY CWS COMPANY, PLACE BRICKS ON TWO SIDES OF METER BOX FOR SUPPORT (OR 2" x 4" PRESSURE TREATED LUMBER) 5. AT THE DIRECTIVE OF CWS REPRESENTATIVE, LEAD-FREE SOLDER JOINT COPPER FITTINGS MAY BE USED IN UEU OF COMPRESSION FITTINGS FOR PART 'G'. INSTAUATION OF A SOLDERED FITTINGS SHALL CONFORM TO THE LATEST REVISION OF ASTM 8828. ALL MATERIAL USED FOR SOLDERING SHALL BE LEAD-FREE. • N\ '� .,..:. , .N 11, � I_lir . A.Y. McDONALD CAMBRIDGE BRASS SMITH-BLAtR APAC ENGINEERING A CUSTOMER'S H-13400 S90 SERIES PIPE \ 393 SERIES R (SEE OPTIONS %�\\i�\ \\\\\\ \\i��\//• Q F202 SERIES 4825A E 2" CFT7 TrT. %IITTTT 1 -1' /9" uprpvlD H \/ 'N ' 7 TRACER WIRE SPUCE. SEE 30" MIN. ,\\\�\\%\�%��%�\% DWG. CW -850 "'45' TRACER WIRE E (TYP.) A (PVC C 900 PIPE) D TAPE E G (SE:E TAPE F B (STEEL, DUCTILE CAST OR OPTIO N 5) WROUGHT { RON PIPE) C (AC PIPE) 2" SERVICE WITH 2" METER CW STANDARD 2" SERVICE CONNECTION FOR 1020 2" OR 1- 1/2$' METER (COPPER INSTALLATIOIN I d CUSTOMER'S PIPE (SEE OPTIONS & 2) N #4 FRONT VIEW METER BOX S:�=9777777 73 SEE OPTION #4 SIDE VIEW METER BOX NOTES: 1. 2" SERVICE SHALL BE INSTALLED FOR ALL 1-1/2" METERS. 2. A SADDLE SHALL BE USED FOR ALL 2" SERVICES. 3. 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 IN CWS CO. MATERIAL SPECIFICATIONS DWG. CW -832. 4. INSERT STIFFNERS SHALL BE USED ON ALL PE PIPE WITH COMPRESSION CONNECTIONS. 5. RESPONSIBILITY FOR SERVICE MAINTENANCE BY CWS CO. ENDS AT DOWNSTREAM METER COUPLING (OR LEFT TO DISTRICT'S DISCRETION). 6. ALL PIPE FITTINGS IN CONTACT - WITH DRINKING WATER SHALL BE LEAD FREE (< 0.25% LEAD) AND COMPLIANT TO NSF-61/SECTION 8. OPTIONS: THESE OPTIONS MAY BE REQUIRED 'BY CWS CO. 1. EXTEND CUSTOMER'S PIPING 112" BEYOND METER BOX WITH TWO 12" NIPPLES & TWO 90' ELLS, BRASS (OR GALVANIZED IF PREFERRED BY CWS). SEE NOTE 5. 2. INSTAL. BALL VALVE DOWNSTREAM FROM METER WHEN CUSTOMER'S PIPING IS UPHILL FROM METER OR CUSTOMER'S VALVE IS A GREAT DISTANCE FROM METER. 3. INSTALL 2" COPPER TUBING, TYPE K SOFT, INSTEAD OF PE WHEN CWS REPRESENTATIVE DETERMINES THAT CONDITIONS ARE UNFAVORABLE TO PE. REFER TO LATEST REVISION OF DWG# CW1020. 4. WHEN REQUIRED BY CWS COMPANY, PLACE BRICKS ON TWO SIDES OF METER BOX FOR SUPPORT (OR 2" x 4" PRESSURE TREATED LUMBER). LETTER PART PART NAME MUELLER FORD A.Y. McDONALD CAMBRIDGE BRASS SMITH-BLAtR APAC ENGINEERING A SERVICE SADDLE, ALL BRASS WITH 2" AWWA CC THREAD H-13400 S90 SERIES 3805 SERIES 800 SERIES 393 SERIES ----- B SERVICE SADDLE, DUCTILE IRON BODY, DOUBLE STEEL STRAP WITH 2 AWWA CC THREAD DR2A F202 SERIES 4825A ----- 313 SERIES 102 SERIES (TYP-)� TRACER WIRE C SERVICE SADDLE, BRASS BODY, DOUBLE BRONZE STRAP WITH 2" AWWA CC THREAD BR2B 2026 SERIES 3$25 SERIES $10 SERIES 323 SERIES ----- G�„iFOlgy'.Q • D 2" CORPORATION STOP - AWWA CC THREAD X MIP B -2996N F8400 -7 -NL 731288 301 NL-A7M7 ----- ----- A (PVC C-900 PIPE) E 2" HDPE PIPE HIGH DENSITY POLYETHYLENE PIPE, IRON PIPE SIZE, AWWA STANDARD C901, PE 4710, PC 200. SIDR7 B (STEEL, DUCTILE, CAST -OR F 2" 90' ELL COUPLING - PEP X PEP ----- L66-77-IDR7-NL 74761-33 105NL-PE7PE7 ----- ----- C (AC PIPE) O G 2" STRAIGHT COUPLING - PEP X MIP E -15429N C86-77-IDR7-NL 74753-33 117NL-PE7M7 ----- ----- ��� • S v��� ER H 2" BALL ANGLE METER VALVE - F.I.P. X METER FLANGE B -24286N-3 BFA13-777WR-NL 74604B 21ONL-F7MF7 ----- ----- J 2" METER, (BY CWS COMPANY) LENGTH 17" NOTE: DEVELOPER'S CONTRACTOR SHALL INSTALL SPACER IN PLACE OF METER PER CWS CO'S DIRECTION ------ ----- DEPARTMENT K 2" METER FLANGE - FLG. X F.I.P; BRONZE WITH FULL FACE----- GASKET AND #304 STAINLESS STEEL BOLTS & NUTS -` 761OF L- 421N7S S / "'-- - "-" REVISIONS: L 2" NIPPLE - LEAD FREE BRASS ----- ----- ----- ----- _---- ___-- M 17" X 28" METER BOX -BROOKS CONCRETE #65 BOX W/ #65S CONCRETE COVER & LID OR CHRISTY CONCRETE B65 BOX W 665E CONCRETE COVER & UD NOTE: CAST IRON COVERS REQUIRED IN TRAFFIC AREAS N ADAPTER - 2" METER FLG. X 1-1/2" MET FLG. ----- A67 -NL 71OJ67 ----- ----- ----- P 1-1/2" METER, (BY CWS COMPANY) LENGTH 13- NOTE: DEVELOPER'S CONTRACTOR SHALL INSTALL SPACER IN PLACE OF METER PER CWS CO'S DIRECTION ----- ----- ----- ----- ----- _____ ` Q 1-1/2" METER FLANGE - FLG. X F.I.P.; BRONZE WITH FULL FACE GASKET AND #304 STAINLESS STEEL BOLTS & NUTS CF31-66-NL 761 OF 421 NL-6S/S --'- ----- R 1-1/2" NIPPLE - LEAD FREE BRASS ----- ----- ----- ----- ___ _ _____ S 2" 90' ELL, LEAD FREE BRASS - FIP X FIP ----- ----- ----- ----- ----- ----- T 2" 90' ELL COUPUNG - MIP X PEP ----- L86-77-IDR7-NL 74779M-33 105NL-B7M7 ----- ----- ::. H r,�L,Ti�lfl, H y .•, /� ... 7 CUSTOMER'S PIPE. SEE � `CUSTOMER'S -�- OPTIONS 1 & 2 � PIPE. SEE OPTIONS 1 & 2 TRACER WIRE : �� • . .: /���//\�/ SPLICE. SEE 30" MIN.\ DWG. CW -850 /i�\�� � L G K (TYP-)� TRACER WIRE E E E 1-1,/2" METER F IN LIEU OF PART "F", TAPE D TAPE PE PIPE COULD BE BENT, IF A 2' RADIUS A (PVC C-900 PIPE) Q CAN BE ACHIEVED B (STEEL, DUCTILE, CAST -OR WROUGHT IRON PIPE) C (AC PIPE) 2" SERVICE WITH 2" METER CW STANDARD 2" SERVICE CONNECTION FOR 436R9 2" METER OR 1-1/2" METER [POLYETHYLENE INSTALLATION] NOTE: 1. ALL PIPE FITTINGS IN CONTACT WITH WATER SHALL BE LEAD FREE (<0.257. LEAD) AND COMPLIANT TO NSF-61/SECTION 8. OPTIONS: THESE OPTIONS MAY BE REQUIRED BY CWS CQ. AT THEIR DISCRETION. 1. FOR 2" BLOW OFFS LOCATED OUTSIDE TRAVELED WAYS OR -WHERE STREET RECONSTRUCTION IS NOTA A CONCERN, THE BALL VALVE MAY BE PLACED CLOSER TO FINISHED GRADE (+/-12") WITH SHORTER OR NO PERMANENT RISER. SWING JOINT (ONE STREET ELL) MAY BE ADDED AS AN OFFSET TO PROPERLY LOCATE THE BALL VALVE. 2. 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. 3. IN LIEU OF CAP WITH FLANGED OPENING FOR 12" PIPE, 12" x 4" REDUCER PO WITH FIELD LOK GASKETS MAY BE USED. 4' NOMINAL COVER -e PLUG THREADED 4" THREADED COMPANION FLANGE 6 HOLES W 6"t 4" GATE VALVE 4" DI PIPE FOE -POE, 3-6" PO w/FIELD LONG (ADJUST LENGTH OF LOK GASKETS PIPE IF DEPTH OF WATER MAIN HAS GREATER OR LESS CAP MECHANICAL THAN 4' OF COVER). JOINT TAPPED WITH 4" FLANGED OPENING (SEE OPTION 3) CONCRETE THRUST BLOCK POURED AGAINST UNDISTURBED GROUND. [4 SQ. FT. MIN. BEARING DI PIPE DI IPE :;'.;:• AREA]. 4" ELL 90 PO w/FIELD LOK GASKETS CONCRETE THRUST BLOCK POURED 4" DI FOE -POE, 1' LONG AGAINST UNDISTURBED GROUND. [18 SQ. FT. MIN. BEARING AREA FOR 12" 34 SQ. FT. MIN. BEARING AREA FOR 16.1 4" BLOW -OFF ASSEMBLY FOR 12" TO 16" PIPE N.T.S. M N #4 FRONT VIEW METER BOX SIDE VIEW METER BOX 450 SIDE TAPPED CONNECTION E T S D -;• TAPPED AT TOP OF MAIN USE THIS INSTALLATION ONLY FOR SERVICES LOCATED DIRECTLY ABOVE THE MAIN 2" COUPLING LEAD 2" PLUG LEAD FREE BRASS FREE BRASS VALVE CASING & COVER INSTALLATION (HAND TIGHT) AND FABRICATION PER LATEST REVISION OF DRAWINGS CW439 AND CW14. 6"t 2" BALL VALVE LEAD FREE BRASS F.I.P. THREAD BOTH ENDS, 360 DEGREE 24"± COVER ROTATION, MUELLER B -20283N-3 OR (30" MIN. IN KERN 2" x 12" NIPPLE LEAD FREE FORD B11-777-RNL. CO. AND IF BRASS (ADJUST LENGTH OF REQUIRED BY LOCAL NIPPLE IF WATER HAS GREATER 2" STREET ELL 90' GOVERNING AGENCY) OR LESS THAN 4' OF COVER). LEAD FREE BRASS 4' NOMINAL COVER 2" STREET ELL 90' 2" ELL 90' LEAD FREE BRASS LEAD FREE BRASS 2" x 3" NIPPLE LEAD FREE BRASS 2" x 24" LEAD FREE BRASS C (OR ADJUST LENGTH OF AP MECHANICAL JOINT NIPPLE 1F DEPTH OF WATER TAPPED 2" STD. I.P.T. MAIN HAS GREATER OR LESS THAN 4' OF COVER). BLOCK CAP WITH CONCRETE PER - DI PIPE OR PVC C-900 PIPE LATEST REVISION OF DWG. CW435 2" BLOW -OFF ASSEMBLY FOR 8" AND SMALLER PIPE N.T.S. SEE TYP. VALVE CASING DETAIL 4' NOMINAL COVER 6" GATE VALVE PO w/FIELD LOK GASKETS TR FLEX CAP OR EQUAL WITH 6" FLG OPENING- DI PENING- DI PIPE, TR (. FLEX OR EQUAL 6" DI FOE -POE 1' LONG CW STANDARD 122R5 BLOW OFF ASSEMBLY 24"t - 6" PLUG THREADED 6" THREADED COMPANION FLANGE 6 HOLES 6" x 6" HYDRANT EXTENSION FLG. #150 "-6" x 36" HYDRANT BURY MJ x FLG #150. ADJUST THE LENGTH IF WATER MAIN HAS GREATER OR LESS THAN 4' COVER. CONCRETE THRUST BLOCK POURED 6" D! PIPE "' " : AGAINST UNDISTURBED GROUND. a... ° [8 SQ. FT. MIN. BEARING AREA]. 6" RESTRAINED MJ ADAPTER 6" BLOW -OFF ASSEMBLY FOR 18" AND LARGER PIPE N.T.S. cora: Diff. D15TfaBXMON [-] ]UP PLAT smear scaaxs c [� SrAnox WEEK c PLAT SHEET NO.: SCALES: N.T.S. DRAWN BY: M. FONG DESIGNED BY: CHECKED BY: DATE: APPROVED BY: DATE: 77 H y 1 1.6-6410 � `CUSTOMER'S �•. •,: \�/j � PIPE. SEE OPTIONS 1 & 2 y � y E a 2" SERVICE WITH 1-1,/2" METER N #4 FRONT VIEW METER BOX SIDE VIEW METER BOX 450 SIDE TAPPED CONNECTION E T S D -;• TAPPED AT TOP OF MAIN USE THIS INSTALLATION ONLY FOR SERVICES LOCATED DIRECTLY ABOVE THE MAIN 2" COUPLING LEAD 2" PLUG LEAD FREE BRASS FREE BRASS VALVE CASING & COVER INSTALLATION (HAND TIGHT) AND FABRICATION PER LATEST REVISION OF DRAWINGS CW439 AND CW14. 6"t 2" BALL VALVE LEAD FREE BRASS F.I.P. THREAD BOTH ENDS, 360 DEGREE 24"± COVER ROTATION, MUELLER B -20283N-3 OR (30" MIN. IN KERN 2" x 12" NIPPLE LEAD FREE FORD B11-777-RNL. CO. AND IF BRASS (ADJUST LENGTH OF REQUIRED BY LOCAL NIPPLE IF WATER HAS GREATER 2" STREET ELL 90' GOVERNING AGENCY) OR LESS THAN 4' OF COVER). LEAD FREE BRASS 4' NOMINAL COVER 2" STREET ELL 90' 2" ELL 90' LEAD FREE BRASS LEAD FREE BRASS 2" x 3" NIPPLE LEAD FREE BRASS 2" x 24" LEAD FREE BRASS C (OR ADJUST LENGTH OF AP MECHANICAL JOINT NIPPLE 1F DEPTH OF WATER TAPPED 2" STD. I.P.T. MAIN HAS GREATER OR LESS THAN 4' OF COVER). BLOCK CAP WITH CONCRETE PER - DI PIPE OR PVC C-900 PIPE LATEST REVISION OF DWG. CW435 2" BLOW -OFF ASSEMBLY FOR 8" AND SMALLER PIPE N.T.S. SEE TYP. VALVE CASING DETAIL 4' NOMINAL COVER 6" GATE VALVE PO w/FIELD LOK GASKETS TR FLEX CAP OR EQUAL WITH 6" FLG OPENING- DI PENING- DI PIPE, TR (. FLEX OR EQUAL 6" DI FOE -POE 1' LONG CW STANDARD 122R5 BLOW OFF ASSEMBLY 24"t - 6" PLUG THREADED 6" THREADED COMPANION FLANGE 6 HOLES 6" x 6" HYDRANT EXTENSION FLG. #150 "-6" x 36" HYDRANT BURY MJ x FLG #150. ADJUST THE LENGTH IF WATER MAIN HAS GREATER OR LESS THAN 4' COVER. CONCRETE THRUST BLOCK POURED 6" D! PIPE "' " : AGAINST UNDISTURBED GROUND. a... ° [8 SQ. FT. MIN. BEARING AREA]. 6" RESTRAINED MJ ADAPTER 6" BLOW -OFF ASSEMBLY FOR 18" AND LARGER PIPE N.T.S. cora: Diff. D15TfaBXMON [-] ]UP PLAT smear scaaxs c [� SrAnox WEEK c PLAT SHEET NO.: SCALES: N.T.S. DRAWN BY: M. FONG DESIGNED BY: CHECKED BY: DATE: APPROVED BY: DATE: 77 DISTRICT: ALL DATE: 10/14/2014 PROJECT TD.: DRAWING NO.: CWDWGS SINT 2 OF 2 I H y 1 1.6-6410 Ph C y � y a � a � Q 4 DISTRICT: ALL DATE: 10/14/2014 PROJECT TD.: DRAWING NO.: CWDWGS SINT 2 OF 2 I 1 1.6-6410 Ph