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J PROJECT SITE _ nVF VICINITY MAP N.T.S. D Y Y NOTE: IF UNFORESEEN CIRCUMSTANCES OR FIELD CONDITIONS ARISE LEGEND: THAT REQUIRE ALTERNATE OR ADDITIONAL MATERIALS FOR THE TIE- - THE DEVELOPER'S CONTRACTOR SHALL INSTALL A TEMPORARY CAP IN TO THE EXISTING SYSTEM, THE DEVELOPER'S CONTRACTOR SHALL B��)WOFF AT THIS LOCATION. BE RESPONSIBLE TO PROVIDE THIS MATERIAL TO THE COMPANY TO / I'i+= TEE COMPLETE THE TIE-IN. '2 = ELBOW, 46' ".TION X7 = BLOWOFF (PROPOSED) - )e = BLOWOFF (EXISTING) KNnutN O = GATE VALVE (PROPOSED) 7. 1 - 6" TEE GT • = GATE VALVE (EXISTING) 5 2 D = REDUCER (PROPOSED) PROT'CTION COATING MATERIAL FOR PIPE & FITTINGS, LINEGUARD TAPE, CONCRETE ► = REDUCER (EXISTING) BACKFILL TO MEET COMPACTION REQUIREMENTS, AND PAVEMENT. 6 I = SOLID PLUG = PROPOSED HATER MAIN ---A--- = EXISTING WATER MAIN -ss-= SANITARY SEWER 5f -sD- = Oo = STORM DRAIN FIRE HYDRANT (PROPOSED) 5f LOQ = FIRE HYDRANT (EXISTING) 0 = BUTTERFLY VALVE _1 0 = CHECK VALVE 'E TJ DETAIL " A " 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 B��)WOFF AT THIS LOCATION. 2 E:.,STING MAIN, 6" AC PIPE ❑ THE DEVELOPER'S CONTRACTOR SHALL PROVIDE CALIFORNIA WATER SERVICE C01!PANY WITH THE FOLLOWING MATERIALS FOR THE TIE-IN IT WILL MAKE AT THE INTERSECTION OF MOREING RD & COLLINS COURT. ".TION 3. 1 - 6" "CERTAINTEED" PVC CLOSURE COUPLING Kaduna 4. 5'- 6" PVC C-900 PIPE "gram 5. 2- 6" ACRBx DI FLEX CPLG, 10" SV IF STL KNnutN 6. 5- 6" PVC C-900 PIPE Tun 7. 1 - 6" TEE GT RCO" NOTE: IN ADDITION, THE DEVELOPER'S CONTRACTOR SHALL PROVIDE: Y N T MISC. MATERIAL REQUIRED TO COMPLETE THE TIE-IN SUCH AS, BUT NOT LIMITED TO PROT'CTION COATING MATERIAL FOR PIPE & FITTINGS, LINEGUARD TAPE, CONCRETE FOR THRUST BLOCKS, EMBEDMENT BACKFILL AROUND AND OVER THE PIPE, FINAL BACKFILL TO MEET COMPACTION REQUIREMENTS, AND PAVEMENT. TPN 121-100-35 APN 121-100-36 \ 3 DILL OF MATERIALS 6" MAIN 390'-6" PVC C-900 PIPE 430'-LINEGUARD TAPE 430' -TRACER WIRE #12 AWG STRANDED COPPER, THWN INSULATED 1 -6" CAP TAPT 2" MJ 1 -2" BLOWOFF ASSY 1 -6" TEE GTxFLG (FOR FH) 1 -6" GATE VALVE FLGxTJ (FOR FH) 1-6" ELL 22-1/2' GT 2-6" ACRBxDI FX CPLG(10" SV IF STL) 1 -6" TEE GT 10'-6" PVC C-900 PIPE F/TIE-IN 1 -6" PVC CLOSURE COUPLING "CERTAINTEED' 1 -6" GATE VALVE TJ 2-6" RINGS F/TJ 1 -VALVE CASING & COVER ASSY 16-6" "CERTAINTEED" PVC HIGH DEFLECTION CPLGS NOTE: 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 MADE BEVEL FROM THE SPIGOT END OF THE PIPE PRIOR TO INSTALLATION SERVICES 1-2" SHORT SERVICE PARCEL 4) 3-2' LONG SERVICES (PARCELS 1-3) 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. (D FINISHED GRADE ELEV. _ -.5t 12" SD INVERT = -5t INSTALL 6" PVC OVER SD W/2.5' MIN. COVER. USE 6" HIGH DEFLECTION COUPLINGS TO CHANGE GRADE, SEE SECTION A -A. O FINISHED GRADE ELEV. _ -2.1t 12" SD INVERT a= -5.84 INSTALL 6" PVC UNDER SO W/5' COVER. O FINISHED GRADE ELEV. _ -.5t SIZE AND DEPTH OF EXISTING GAS MAIN IS UNKNOWN. CONTRACTOR SHALL DETERMINE EXACT DEPTH & LOCATION PRIOR TO WATER MAIN INSTALLATION. OFINISHED GRADE ELEV. __ -.51 21" SD INVERT = -7t INSTALL 6" PVC OVER WITH MIN. 2.5' COVER. USE 6" HIGH DEFLECTION COUPLINGS TO CHANGE GRADE. SEE SECTION A -A. EX. 6" AC V BACKFILL WITH MATERIALS EQUAL TO OR BETTER THAN THE EXISTING PAVEMENT AND BASE IN QUALITY. TEMPORARY PAVEMENT: 2' AC PERMANENT PAVEMENT' SHALL BE 1" THICKER THAN EXISTING PAVEMENT (MIN OF 0.25 FEET AC) BASE ROCK SHALL BE 1" THICKER THAN EXISTING BASE (MIN OF 0.5 FEET AC) FINISHED GRADE TYP. BOTH SIDES SAWCUT, TYP. BOTH SIDES SAND ENVELOPE D.I. PIPE POLYWRB:P (EMIL). FOR D.I. PIPE k IMPORT BACKFILL REQUIRED WHEN GOVERNING AGENCY'S COMPACTION REQUIREMENTS CANNOT BE MET WITH NATIVE BACKFILL - PAVEMENT & BASEROCK (WHERE REQUIRED) a e.a 3'r Or. COMPACT IN 4' MIN 12" LAYERS TO A UNLESS MIN. REL. COM- OTHERWISE PACTION OF 95% NOTED UNDER PAVEMENT & SHOULDERS AND 17 90R OUTSIDE OF SHOULDERS L WO 6" 10" MIN Fes- COMPACT TO A MIN. REL. TYP. BOTH SIDES -� COMPACTION OF 90% NOTE: 1. ALL EXCESS SPOIL IS TO BE REMOVED. 2. ALL VALVE CASINGS AND CCVERS SHALL BE RAISED TO EXISTING GRADE AFTER PERMANENT PAVEMENT HAS BEEN PLACED. 3. TRENCH REQUIREMENTS MUST BE PER COUNTY OF SAN JOAQUIN'S SPECIFICATIONS. TRENCH CROSS SECTION NTS COLLINS COURT STREET CROSS SECTION PRIVATE ROADWAY N.T.S. �20' EASEMENT REQUIRED OR PIPELINE RIGHT OF WAY I OVER FULL WIDTH Ut RXW TRAVELED WAY I RAW I 10' 17' 17' 10' P.U.E. P.U.E. I I I m u 5' - WATER MAIN MOREING DRIVE STREET CROSS SECTION NTS. SECTION A -A NOTES: 1. Inspection of all materials and installation for pipeline, hydrants and services must be made by California Water Service Company. Telephone: (209) 466-8971 at least 24 hours before starting work on water facilities. 2. Any easements and rights-of-way which may be necessary or reasonably ap'propriale for the extension will be conveyed or caused to be conveyed by the applicant. 3. Contact Underground Service Alert at 800-642-2444 at least 48 hours prior to the commencement of this project. 4. Place a continuous wire and/or strip of detector tape over all pipe and extend up into all valve boxes. Tracer wire is required on all nonferrous pipe. 5. For details of typical thrust block installation, see drawing CW 435-R1. 6. Protect underground flexible couplings, bare steel, MJxMJ sleeves and bolts as follows: 1. The entire 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 a dry clean cloth may be necessary to remove particles from brush cleaning. Any oil or grease must be removed using a low residue volatile petroleum solvent before application of grease and wrapping. 2. The exposed area should be coated with a heavy coating of Metalguard /301 grease by the glove method to a thickness of at least 1/4 inch. 3. Firmly wrap the entire grease area with at least two layers half lapped of a woven glass filament mesh(Res or Bit Wrap, 4" wide) Apply grease between each layer during wrapping, working the grease into the mesh openings. 4. Cover the entire mesh wrapped area of fit- ting with at least 1/4 inch thick of Metal - guard #301 grease by the glove method. 5. Firmly apply two layers of the polywrap lube over protected area by splitting the tube and taping the polywrap in place with the PVC tape. 6. Backfilling may follow immediately after the polywrop tube is taped close. 7. Water main shall be installed at least 10 It. horizontally from and one foot higher than storm and sanitary sewers located parallel to the main if feasible. Center a 20 foot length at all storm and sanitary sewer cross- ings. Minimum separation between sewer and water main shall be one foot unless otherwise indicated. 8. No valve covers or meter boxes are to lie in sidewalks, cross gutter, curb or driveways. Each service should also be located to provide protection to the meter box from auto traffic and parking. 9. The exact location of each service to be de- termined at the time of installation to avoid conflicts with other utilities. Therefore, the number of long, short and split services may vary. 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 mel with native backfill. 12. It is the responsibility of the contractor to verify the exact location and depth of all existing and proposed facilities prior to water main installation. 13. The list of materials for this project is for CWS Co. estimating and reference purposes only and is not intended as a full take -off of material required. 14. The water supply for this development is from local underground aquifers. Additional wells for replacement and pressure will be required in the future. 15. Developer shall obtain all permits necessary for the installation of the facilities. 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. O - Indicates fire hydrant (Tuxedo Country Club Fire District) Limits of CWS Co. ownership for each hydrant: 1 - 6x8 -3/4x1/16 Inch Ring Gasket W/CI 8- 3/40-1/2 Inch Machine Bolts W/Hex Nuts 18-8 Stainless Steel 1 - 6 Inch Gate Valve FLGxMJ NRS NO RS 1 - Valve Casing and Cover Assembly 1 - 6 Inch Outlet Tee GTxFLG Cl CL The following items are not a port of the refundable extension agreement for. each fire hydrant. Others to provide materials & labor: +/- 7 Feel of 6 Inch PVC Pipe CL150 1 - 6 Inch Fire Hydrant Bury FLGxMJ 1 - 6 Inch Fire Hydrant Head Polywrap Tubing, PVC Tape, Line Guard and misc. coating mot'I. Hydrant assembly W/Fire District's approval. The CWS Co portion of the installation of the fire hydrant shall be limited to the GTxFLG tee and FLGxMJ gate valve. The gale valve, gasket & bolts shall be supplied by others. The remainder of the fire hydrant materials shall be installed by others with the Fire District's approval. (City of Stockton is the Contractor for Tuxedo -Country Club Fire District) 18. CWS Co. requires a pipeline right of way over full width of travelled way or a 20 foot easement for proposed facilities. SUMMARY 390'-6" PVC C-900 PIPE 1-2" SHORT SERVICE 3-2" LONG SERVICES 1-6" FIRE HYDRANT ENGINEERING DEPARTMENT REVISIONS: SCALE: 1"=60' DRAWN BY: PERALTA CHECKED BY: A. F. G. APPROVED BY: X No.0 042113 3/.1196 0 1.4 L17 o 0 z" C C 0 a v� 04 zw 04 W W Z Q F-� 0 DISTRICT: STOCKTON DATE: 1/30/95 CADD DWG. FILE: STK7846 ESTIMATE NO.: 5427 -STK DRAWING NO.: STK-7846 EHT 1 of 8 11 383/. 7G DAn: Dm. DL"MUr10N® IW Pt Nu M ❑ PUT r�r ".TION Kaduna ❑ "gram KNnutN Tun RCO" Y N T PLAT MAP NO.: 95 SCALE: 1"=60' DRAWN BY: PERALTA CHECKED BY: A. F. G. APPROVED BY: X No.0 042113 3/.1196 0 1.4 L17 o 0 z" C C 0 a v� 04 zw 04 W W Z Q F-� 0 DISTRICT: STOCKTON DATE: 1/30/95 CADD DWG. FILE: STK7846 ESTIMATE NO.: 5427 -STK DRAWING NO.: STK-7846 EHT 1 of 8 11 383/. 7G