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HomeMy WebLinkAbout1.8-6802 Ph 1\� # ( ► ! i WI 1f ! \\ \ f 1 1 ! 11 z 11 ! ( f I I ! \ ( I # If © 11 I TR4CT 5944-I15 1 1 1 1 I \ " if I1 ! 1f \\ 1 f I 'Oil w (I I BK. 152, PGS. P3 j I j If f# \ # 1 ( SII �of I I 1 11 If 1 # I fl Q -IV) Il I WORK BY CWSI ( WORK �Y CWS: I 1 11 ISEE DETAIL C# SEE DETAIL "C" s R II ! IRONROCK AVENUE %E EX. 8" SS 1 EX. 8" S5 EX. 8" SS I ._......._.- - - ._.._ __. - .._.. _ / 8" C - II LG 1X\\\\ `VERIFY \ \\ \\. \_ \• \. II ,r3 ,n it ,_.. ; I� I \�\\\\ \• •\\\\ \\ \\\\\\ \\\\\\ \\\ \\ \\ \\ \\ \\\ . \\\\\\• - �.\\ \\. • \\ \`�. \\• \\\ \\. \\\ \ ! t� z \`• \\\\ \\\\\ \\\ \\ \\\ \\ \\\ \\\ \\ \\\ \\ \\\\\. \\\\\\ \\\ \\• ' \\\\\\ (� p II } \ I \\ \ \\� \ \\ \ \ \\ \ SEE NOTE #20� \ \ \ \\ \ \ \\ \ \ \\ \ \ 11 cL , \ \ \ \ Mx\\ \ \ \ \ \ \ \ \ \ In l-- ; \ \\� \\ \\\�I\\\ \\ \\\\ \ \9• \ If if \\\.\. �\\- \\ \\. ry II , /� V)i I .r / / / / • ! } VERIFY W I# ! f - - _ - - _ - ! 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NOTE #��� E •sE� #I I SEE DETAIL .,B„ I _J/ 1DLEROCK AVE / '`i .; - - 8* SS - SIERRA MADRE .,• AVENUE tt PVC P-12259 -` i - o I I f # TRACT 5944----5 BK. 52, PGS. 53 2 f e - OCEANROCK AV GREEN 0CK AV KATIE ELDER CT OCEANROCK AV TRAILROCK 1AV COGBU N CT LONEROCK AV IRO ROCK AV LASSO CT Of Of IDLEROCK AV / 2' � LY3 z POUR THRUST THE REDUCE ARIA BLOCK OVER w/ BEARING OF 1.75'x2' V) Q P RQJ ECT SITE TAFf HIGHWAY 26 27 28 29 30 31 32 33 34 ;SEE TE 330'4" PVC C-900 PIPE 450 -8" PVC C-900 PIPE _T_ & 1.-8" HD COUPLING 45 44 43 42 _,. 41 40 39 38 37lo i /SEE NOTE # SEE DETAIL A COAL ROCK COU T; $"ss-_ - ___ __-___-___ __--8-Ss _ -_DIORITE- COURT }: 1 - - __ - -- - --e--- ---_.-^-----_...- 8.Ss _ - - r:. ..i 1 1 I POUR THRUST BLOCK OVER I THE REDUCE R w/ BEARING I AREA OF 1.75'x2' (TYP) 1 47 48 49 50 51 f I 330'-6" PVC C-900 PIPE 1 1 ' __--___ PHASE 1 1 PHASE 2 1 1 I I TENTATIVE 1 1 TRACT 6410 11 ! 10 98 1 7 f ! I 1 f LEGEND: '714 = TEE I"Y = ELBOW, 45' #'I = ELBOW, 90' XJ = BWWOFF (PROPOSED) = BLOWOFF (=STING) 0 = GATE VALVE (PROPOSED) 0 = GATE VALVE (EXISTING) D = REDUCER (PROPOSED) ► = REDUCER (EXISTING) I = SOLID PLUG �� = PROPOSED WATER MAIN ---�----- = EIIISTING WATER MAIN SANITARY SEINER -- su- STORM DRAIN Q = FIRE HYDRANT (PROPOSED) ©= FIRE HYDRANT (EMISTING) 0 = BUTTERFLY VALVE = CHECK VALVE = FLEX CPLG. 4 MIN. _ ----- CLR. - +LL TO SIERRA MAE EX. 8" SS != 40 it as Q � I 11 ! f If 19 ] I f1 !D I ,1_. - _ / ! l 91/ II ! _..__._ �I * ! W I ! LL1 - - - -4 W V) 52 53 54 55 56 415,_8„ PVC C-900 PIPE SEE NOTE #1 2 6 5 4 3 i 2 1 I NOTES: CON'TD 19, No service deposit is required for shaded lots. The cost of these services off proposed mains will be paid by Cal Water because the lots are adjacent to an existing main. 20, No service deposit required for shaded lots. These services will be installed off an existing main by Cal Water under estimate 0600. 21. The tie-ins for Tract 6802 Phase 1 is contingent upon prior or concurrent installation of mains for Tract 6401 Phase 1, drawing number BK --11091, Project No. 94143. Facilities shown dashed are future. If these facilities are existing at the time of this installation, then a tie-in shall be made in -lieu of the blow -off. 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. McKEE RD OCEANROCK AV GREEN 0CK AV KATIE ELDER CT OCEANROCK AV TRAILROCK 1AV COGBU N CT LONEROCK AV IRO ROCK AV LASSO CT Of Of IDLEROCK AV / SIERRA IMADRE AV � LY3 z o LLJ U) V) Q P RQJ ECT SITE TAFf HIGHWAY VICINITY MAP N.T.S. BILL OF MATERIALS 8" MAIN 865'-8" PVC C-900 PIPE 950'-LINEGUARD TAPE 950' -TRACER WIRE #12AWG SOLID COPPER w/ 45 MILS HMWPE INSULATION 3-8" GATE VALVE PO 3 --VALVE CASING & COVER ASSY 2-8" ELL 45 PO 2-8"x6" REDUCER PO 1-8" HIGH DEFLECTION COUPLING 12-••8" RINGS F/PO FITTINGS 2-6" RINGS F/Po FITTINGS 35'-POLYWRAP F/DI FITTINGS (1) TIE-IN MATERIALS PER DETAIL 7A- (1) TIE-IN MATERIALS PER DETAIL -8- 6" MAIN 66(1'.-6" PVC C-900 PIPE 725'-LINEGUARD TAPE 725' -TRACER WIRE #12AWG SOLID COPPER - - w/ 45 MILS HMWPE INSULATION 2-6" CAP TAPPED 2" MJ 2-2" BLOWOFF ASSY SERVICES 20-1" SHORT SERVICES (LOTS 25-34, 47-56) 20 -1" LONG SERVICES/COM TRENCH (LOTS 14-23, 37-46) 2-1" SHORT SERVICES PAID BY CWS (LOTS 35, 57 - SEE NOTE # 19) 3-1" LONG SERVICES PAID BY GWS (LOTS 13, 24, 36 -SEE NOTE #19) 12-1" SHORT SERVICES OFF EXISTING MAIN WORK AND PAID BY CWS UNDER EST. 0600 (LOTS 1-12 - SEE NOTE #20) 1-2" IRRIGATION SERVICE (METER SIZE & EXACT LOCATION TO BE DETERMINED) FIRE HYDRANTS 4-6" FIRE HYDRANTS 4-8"x6" TEE PO SEE NOTE #18 F/TYPICAL MATERIALS WORK BY CWS 2-6" FIRE HYDRANTS OFF EXISTING MAIN 2-8"x6" TEE PO SEE NOTE #18 F/TYPICAL MATERIALS (2) TIE-IN MATERIALS PER DETAIL "C" SUMMARY 865'-8" PVC C-900 PIPE 660'-6" PVC C-900 PIPE 20-1" SHORT SERVICES 20-1" LONG SERVICES/COM TRENCH 2-1" SHORT SERVICE PAID BY CWS 3-1" LONG SERVICES PAID BY CWS 1-2" IRRIGATION SERVICE 4-6" EIRE HYDRANTS WORK BY CWS 2-6" FIRE HYDRANTS OFF EX. MAIN 2 -TIE-INS TO EXISTING MAIN NOTES: 1. Inspection of all materials. and installation for pipeline, hydrants and services must be mode by California Water Service Company. Telephone: (661) 832-2141 at least 48 hours before starting work on water facilities. 2. Any easements and rights-of-way which may be necessary or reasonably appropriate for the extension will be conveyed or caused to be conveyed by the applicant. 3. Contact Underground Service Alert at 800-642-2444 at least 48 hours prior to the commencement of this project. 4. Place a continuous wire and strip of detector tape over all pipe and extend up into all valve boxes. Tracer wire is required on all pipe. 5. For details of typical thrust block installation, see drawing CW 435--R4. 6. Protect underground flexible couplings, bare steel, MJxMJ sleeves, and all bolts (including stainless steel) as follows: 1. 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. 2. The exposed area should be coated with a heavy coating of Metoiguard 301 grease by the glove method to a thickness of at least 1/4". 3. Firmly wrap the entire grease area with one layer, half lopped of a woven glass filament mesh (Res or Bit Wrap, 4" wide) - 4. Apply a second layer of Metalguard 301 grease on top of the glass filament by the glove method to a thickness of at least 1/4". 5. Firmly wrap the entire grease area with a second layer, half lapped of the woven glass filament mesh. 6. Cover the entire mesh wrapped area of the fitting with a third and final coating at least 1/4" thick of Metalguard 301 grease by the glove method. 7. Firmly apply 2 layers of poiywrop, half lopped over all areas of .the coated and wrapped fitting. Backfilling may follow immediately after this wrapping. 7. Water main shall be installed at least 10 ft. horizontally from and one foot higher than storm and sanitary sewers located parallel to the main if feasible. Center a 20 foot length at all storm and sonitary 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, crass 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 ovoid conflicts with other utilities. Therefore, the number. of long, short and split services may vary. Preferred CWS location to be staked and installed by developers's engineer. Any relocations after installation will be at developer's expense. 10. Location of blow -off in new street area will terminate where street improvement ends. 11. Services installed across street area will need import backfill when government agency's compaction requirements cannot be met with native 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. Contractor to ensure air in the pipeline is removed using existing outlets, such as fire hydrants and blowoffs. Contractor is responsible for installing air releases if existing outlets are insufficient. 18. QQ = Indicates fire hydrant (Bakersfield) Limits of CWS Co. ownership for each hydrant: 1 - 6 Inch Outlet tee PO 1 - 6 Inch Gate Valve PO 5 - 6" Field Lok Gaskets 1 -- Valve Casing and Cover Assembly 1 - 6 Inch Ell 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. Polywrap Tubing, PVC Tape, Line Guard and and Misc. Coating and Material. Applicant to provide fire hydrant head, bury and extension through the City of Bakersfield Fire Department. IF FIELD CONDITIONS OR FIRE PROTECTION 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, 18-8 Stainless Steel 1 - 6 inch Gate Valve FLGxPO NRS NO RS FIRE HYDRANNT: CITY: 1 - CLOW 850 2-1/2 & 4 NST KERN COUNTY-. 1 - CLOW 850 2-1/2 & 4-1/2 (The fire chief will make the final choice of fire hydrant head with CWS Co. approval.) 1.8-6802 Ph 1 ENGINEERING REVISIONS: R2. Detete Phase 2. Original Plans designed p c. 3/5/14. LP R.1, Change Phasing iavout Per developer's latest revision. LP^ Dara: air. IITS1') MMON® MAP FIAT saw SYSM SuTION xto ❑_::. ZONE No VAtva F=ORD PLAT SHEET NO.: 54--32, 50--33 SCALE: 1"-60' DRAWN BY: Peralta DESIGNED BY: Prasanna CHECIM BY: DATE: 41Z-41 APPROVED BY: DATE: QRO ESSIO MEQ 9� 10.''60340 d *f��� LP CMI. 9l£ OF CkL�F�� i DISTRICT: BAKERSFIELD DATE• 5/28/1.4 PROJECT ID.: 95438 DRAWING NO,:. BK --1111982 SHT I OF 2 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 TO THE COMPANY TO COMPLETE THE TIE-IN. NEW MAIN: EXCAVATE TO —� EXPOSE 2' MIN. (W) FUTURE MAIN: EXCAVATE TO EXPOSE 2' MIN. PIPjjE 0 2, 10' 2, 12" BOTH _I MIN. SIDES (L) Facilities shown dashed are future. If these facilities are existing at the time of this installation, then a tie-in shall be made in -lieu of the blow -off. 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 THE NEW MAIN FROM THIS LOCATION. 2. FUTURE MAIN, 8" PVC C--900 PIPE THE DEVELOPER'S CONTRACTOR SHALL PROVIDE CALIFORNIA WATER SERVICE COMPANY WITH THE FOLLOWING MATERIALS FOR THE TIE-IN IT WILL MAKE AT DIORITE COURT, 3. 1 - 8" "CERTAINTEED" PVC CLOSURE COUPLING (2 TOTAL) 4. 10' - 8" PVC C-900 PIPE NOTE: IN ADDITION, THE DEVELOPER'S CONTRACTOR SHALL PROVIDE: MISC. MATERIAL REQUIRED TO COMPLETE THE TIE-IN SUCH AS, BUT NOT LIMITED TO: PROTECTION COATING MATERIAL FOR PIPE & FITTINGS, LINEGUARD TAPE, CONCRETE FOR THRUST BLOCKS, EMBEDMENT BACKFILL AROUND AND OVER THE PIPE, FINAL BACKFILL TO MEET COMPACTION REQUIREMENTS, AND PAVEMENT REPLACEMENT. NOTE: IF UNFORESEEN CIRCUMSTANCES OR FIELD CONDITIONS ARISE THAT REQUIRE ALTERNATE OR ADDITIONAL MATERIALS FOR THE TIE-IN TO THE EXISTING SYSTEM, THE DEVELOPER SHALL BE RESPONSIBLE TO PROVIDE THIS MATERIAL TO THE COMPANY TO COMPLETE THE TIE-IN. -- (L1) 12" BOTH MIN MIN. SIDES ? € y-. � �— 5.._71� 2' FIELD LOK GASKETS AT ALL JOINTS FIRE HYDRANT �� ) SEE NOTE #18 YORK BY CWS - DETAIL „C„ FIRE HYDRANT OFF EXISTING MAIN N.T.S. 1. CWS COMPANY'S CONTRACTOR WILL TIE THE NEW FIRE HYDRANT INTO EXISTING MAIN AT THIS LOCATION. 2. EXISTING MAIN, 8" PVC C-900 PIPE CWS COMPANY'S CONTRACTOR SHALL PROVIDE THE FOLLOWING MATERIALS FOR THE TIE-IN IT WILL MAKE AT IRONROCK AVE. (2 LOCATIONS). 3. 1 - 8" "CERTAINTEED" PVC CLOSURE COUPLING (2 TOTAL) 4. 5' - 8" PVC C-940 PIPE (10' TOTAL) 5. 1 - 8" X 6" TEE PO w/ 2-8" RINGS & 1-6" FIELD LOK GASKET 6. 1 - 6" GATE VALVE PO w/ FIELD LOK GASKETS 7. 20'± - 6" DUCTILE IRON PIPE (90' ELBOW MAY BE REQUIRED DEPENDING ON LOCATIONS) NOTE: IN ADDITION, CWS CO'S CONTRACTOR 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 BLOCKS, EMBEDMENT BACKFILL AROUND AND OVER THE PIPE, FINAL BACKFILL TO MEET COMPACTION REQUIREMENTS, AND PAVEMENT REPLACEMENT. 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 TO THE COMPANY TO COMPLETE THE TIE-IN. -t (W i ) 12" BOTH SIDES (L2)\ GATE VALVE PO ' 5' 2' .. PIPE 0 NEW MAIN: MIN. EXCAVATE TO ;� ;,, 6 6 4 5' EXPOSE 2' MIN. �\�';i\ 3 .:i�\:�\lam• EXISTING MAIN: (L2) EXCAVATE TO I (W2) EXPOSE 2' MIN. FIELD LOK GASKETS AT ALL JOINTS FIRE HYDRANT �� ) SEE NOTE #18 YORK BY CWS - DETAIL „C„ FIRE HYDRANT OFF EXISTING MAIN N.T.S. 1. CWS COMPANY'S CONTRACTOR WILL TIE THE NEW FIRE HYDRANT INTO EXISTING MAIN AT THIS LOCATION. 2. EXISTING MAIN, 8" PVC C-900 PIPE CWS COMPANY'S CONTRACTOR SHALL PROVIDE THE FOLLOWING MATERIALS FOR THE TIE-IN IT WILL MAKE AT IRONROCK AVE. (2 LOCATIONS). 3. 1 - 8" "CERTAINTEED" PVC CLOSURE COUPLING (2 TOTAL) 4. 5' - 8" PVC C-940 PIPE (10' TOTAL) 5. 1 - 8" X 6" TEE PO w/ 2-8" RINGS & 1-6" FIELD LOK GASKET 6. 1 - 6" GATE VALVE PO w/ FIELD LOK GASKETS 7. 20'± - 6" DUCTILE IRON PIPE (90' ELBOW MAY BE REQUIRED DEPENDING ON LOCATIONS) NOTE: IN ADDITION, CWS CO'S CONTRACTOR 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 BLOCKS, EMBEDMENT BACKFILL AROUND AND OVER THE PIPE, FINAL BACKFILL TO MEET COMPACTION REQUIREMENTS, AND PAVEMENT REPLACEMENT. 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 TO THE COMPANY TO COMPLETE THE TIE-IN. -t (W i ) 12" BOTH SIDES (L2)\ GATE VALVE PO ' 5' 2' .. / NEW MAIN: MIN. EXCAVATE TO ;� ;,, 6 4 5' EXPOSE 2' MIN. �\�';i\ MIN MIN .:i�\:�\lam• (W2) (L1) 5 PIPE 0 i ��;; `�� 4 MIN. 12" BOTH SIDES 7 6 IMPORT BACKFILL REQUIRED WHEN PAVEMENT & BASEROCK GOVERNING AGENCY'S COMPACTIONWHERE REQUIRED) REQUIREMENTS CANNOT BE MET WITH NATIVE BACKFILL [FINISHED GRADE a "WATER" LINEGUARD TAPE w rv' 2' (FOR ALL PIPE) = i E_ MAX. 4MIN. :M UNLESS OTHERWISE TRACER WIRE l:Iw NOTED (FOR ALL PIPE) POLYETHYLENE - 12" ENCASEMENT, 8MIL;' (FOR DUCTILE IRON PIPE) PVC C-900 PIPE OR <:. 6 DUCTILE IRON IPE NOTE: 1. ALL EXCESS SPOIL IN TRACT IS TO REMAIN TRENCHSIDE AND ALL EXCESS SPOIL OFF TRACT IS TO BE REMOVE. 2. ALL VALVE CASINGS AND COVERS SHALL BE RAISED TO FINISHED GRADE AFTER PERMANENT PAVEMENT HAS BEEN PLACED. 2 2' EXISTING MAIN: EXCAVATE TO � •" TRENCH CROSS SECTION EXPOSE 2' MIN N.T.S. -1 l-+ PIPE 0 TIE --IN DETAIL "B" 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 THE NEW MAIN FROM THIS LOCATION. PIPELINE CROSSING 2. EXISTING MAIN, 12" DUCTILE IRON PIPE INFORMATION THE DEVELOPER'S CONTRACTOR SHALL PROVIDE CALIFORNIA WATER SERVICE COMPANY WITH THE FOLLOWING MATERIALS FOR THE TIE-IN IT AT WATER MAIN CROSSINGS IN CONFLICT WITH WILL MAKE AT THE INTERSECTION OF AKERS RD. & SIERRA MADRE AVE. OTHER FACILITIES: When the water main is in 3. 1 - 12" SOLID SLEEVE MJ (2 TOTAL) conflict with existing facilities or proposed facilities that require more than a 2 foot 4. 5' - 12" DUCTILE IRON PIPE (10' TOTAL) adjustment from the nominal 4 feet of cover, 5. 1 - 12" X 8" TEE PO w/ 2-12" RINGS & 1-8" RING a fabricated steel cement mortar lined and cement mortar coated offset will be installed 6. 5' - 8" PVC C-900 PIPE at the crossing per CWS Co. standards. 7. 1 - 8" "CERTAINTEED" PVC CLOSURE COUPLING NOTE: IN ADDITION, THE DEVELOPER'S CONTRACTOR SHALL PROVIDE: MISC. MATERIAL REQUIRED TO COMPLETE THE. TIE-IN SUCH AS, BUT NOT-- - LIMITED TO: PROTECTION COATING MATERIAL FOR PIPE & FITTINGS, LINEGUARD TAPE, CONCRETE FOR THRUST BLOCKS, EMBEDMENT BACKFILL AROUND AND OVER THE PIPE, FINAL BACKFILL TO MEET COMPACTION REQUIREMENTS, AND PAVEMENT REPLACEMENT. (W) TRENCH WIDTH (WI) & (W2) 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 (L1) SHALL BE 14' (MIN). (10' FOR TIE -WIN PLUS 2' EXPOSURE OF EXISTING AND NEW MAIN). TRENCH LENGTH (L2) SHALL BE 7' (MIN). (5' FOR TIE --IN PLUS 2' EXPOSURE OF NEW MAIN). 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. TYPICAL STREET CROSS SECTION N.T.S. 69 AKERS ROAD & GUTTER IS EXISTING R/W R/W 30' 30' EXISTING IMPROVEM NTS i 0' -- - 20' 20' 10' 2 _ _ 2% 27. 2%, 2%--�... �-- ,ter - - if -4' _J ----- -- --------_--- —--_--_- —" ---_tet. u 4.5' WIDE EXISTING 8" SIDEWALK WATER MAIN 2' IRONROCK AVENUE R/W �. - 30' 30• 10' -- - 20' 20' 2% 4.5' WIDE SIDEWALK R/W PROPOSED 6" OR 8-___.._0 WATER MAIN z' SIERRA MADRE AVENUE, DIORITE COURT 1.8-6802 Ph 1 ENGINEERING DEPARTMENT REVISIONS: R1, delete Phase 2. Original ptans designed on 3/5/14. LP R2. Change phasing tavout per devetoper's Latest revision. LP 1ttTEx Ma ISRUHM H S 8a$cSYSIM se sTic Q STATIM ❑ SCEEKA= ZON WE ❑ Facm Q PLAT SnET NO.: 50-32, 50-33 SCAM: 1 "=60' DRAWN BY: Peralta DESIGNED BY: Prasanna CHECKED BY- DATE: APPROVED BY: DATE: �g0EESSto M�� 9� W *' 2 q-3 `t tl CIVIL �T£ OF chko4�� H H DISTRICT; BAKERSFIELD DATE: 5/28/14 PROJECT ID.: 95438 DRAWING NO.: BK -11119R2 SHT 2 OF 2 E x C W 1 1 2 ---CONFLICTS--- �IE SIE CIRCLED LOT NUMBERS INDICATE THE FOLLOWING. STORM DRAIN CONFLICT WITH ELECTRIC SERVICE AT LOT LINE: N/A WATER SERVICE CONFLICT WITH ELECTRIC SERVICE AT LOT LINE: N/A WATER SERVICE CONFLICT WITH ELECTRIC EQUIPMENT AT LOT LINE: 6, 7, 15, 16, 20, 21, 38, 39, 42, 43 The conflicts noted below have been communicated to the Applicant or their Agent on 71?L? 4 —_— (date). The Applicant is responsible to make modifications to the proposed facilities noted in conflict to establish the required proper clearance from PG&E's proposed facilities as stipulated in PG&E's standards. ---WORK AGENT RESPONSIBILITIES— - PG&E TO INSTALL ELEC. DISTRIBUTION FACILITIES APPLICANT TO INSTALL DIST. CONDUIT & SUBSTRUCTURES PG&E TO INSTALL ELEC SERVICE FACILITIES APPLICANT TO INSTALL SERVICE CONDUITS & SUBSTRUCTURES FOR QUESTIONS REGARDING THIS JOB: EST: MELISSA VARGAS (559) 347-502 ADE: LINDA PRIAULX (559) 347-5040 SUP: KEN HENDRICKS OFFICE: (559) 347-5023 � CELL: (559) 970-0283 REP: LES INGLE OFFICE: (661) 398-5975 CELL: (661) 342-7948 PROJECT CONDITIONS STAMP Type(s) of Work: XJ New Business ❑ PG&E Maintenance & Construction Project Conditions: ❑X NONE APPARENT (if project design changes, contact ADE) or ❑ CONDITIONS APPLY: ❑ PERMITS ❑ TAILBOARD (] OTHER (Provide additional information on line below) 13y. MELISSA VARGAS, MCMQ, 6/2014 SIGNATURE, NAME, (CORPORATE ID], DATE Underground Service Alert snri� lk F F 811 TWO WORKING DAYS BEFORE YOU DIG 3 1 4 I � W TYPICAL INTERIOR STREET PATTERN W TYPICAL TRANSFORMER DETAIL FOR WATER SIDE OF STREET APPLICANT TO PROVIDE & INSTALL 52"x 36"x 18" BOX PAD (PG&E CODE: 360001) y EXCAVATE AN AREA 2 FT. BELOW PA _ 22.5 GRADE FOR GROUND ROD I DEGREE INSTALLATION. MAINTAIN 6 FT. BEND SEPARATION FROM OTHER GROUND ROD. 1 Ptt— .`--`4y�` �� sty SI—21— 21— 10' P.U.E. �gft 36" 3' \ 350AL OR 4/OAL TPX ��� `GRD.ROO I-.... . . — . . ..-.. .._.._ _ � FRONT — P� N WATER MAIN 10'-0" OR 12'-O" PROPOSED SIDEWALK PROPOSED CURB & GUTTER. 17 5' 1 STREET TYP. SECONDARY SPLICE BOX DETAIL FOR WATER SIDE OF STREET NOTES: REFER TO THE GREEN BOOK DRAWING #063927 PAGE 2, TABLE 2 FOR RADIUS OF BENDS. --------------------------------, .-.- EXTEND SERVICE CONDUITS 5' BEYOND PUE 10' P.U.E. I 10' P.U.E. sI sI sI sI sI -- sI sI sI sI — GROUP CONDUITS I TOGETHER. 36" SEC.SBC & 36" (SSIZEIZE ASS SHOWN) BOX `CABLE TV. S a WATER MAIN 10'-0" 10'-0" OR OR 12'-0" 12'-0" PROPOSED SIDEWALK PROPOSED CURB & GUTTER. 5TREET 7 TYPICAL EXTERIOR STREET PATTERN I r- 0 - I N DETAIL A opo e �' ® I o SCALE. 1 -5' f d IJ I � w I � I � 0, Cn I rill W I � � LOT 13 1 n- m Q I a I I � O6 J93182 I I IV- P- as o rn 0 0 ^Q c; 9 ' 1 10 NOTES: 04-30-07Cn 3,250 W REFER TO ELECTRIC & GAS SERVICE REQUIREMENTS (GREEN BOOK) MAIN SIZE: W at C, OR SEPARATE PG&E STANDARD DRAWINGS. CONTACT YOUR PG&E MAX AC TONNAGE: 5 TYPICAL SERVICE SETBACK LENGTH: 35'/49' REPRESENTATIVE FOR COPIES, OR ACCESS www.pge.com/greenbook V Cn VICINITY SKETCH Primary Voltage:2 1 KV D co CONDUIT, TRENCHING, AND BACKFILL: ! I o w 00 1) ALL DIMENSIONS AND LOCATIONS ARE ESTIMATED, APPROXIMATE Plat Map: 3027356 McKEE RD O AND MAY BE SUPERSEDED BY A JOINT TRENCH DRAWING. REFER TO t� �. Circuit: STOCKDALE 2109 00 o W THE JOINT TRENCH COMPOSITE DRAWING FOR EXACT TRENCH D Voltage Class: 1 C=O m ao O LOCATION Q Insulation Dist.: B rz o JOB o M 2) MAINTAIN MAXIMUM PRACTICABLE HORIZONTAL CLEARANCE BETWEEN o 6 0 SITE _ o PG&E FACILITIES AND "WET" UTILITIES (WATER, SEWER, STORM DRAIN, " z o cn 0 - Estimator: MELISSA VARGAS ETC.). THE MIN. ALLOWABLE SEPARATION BETWEEN PG&E FACILITIES}` z AND ANY PARALLEL "WET" UTILITY IS 3/FT. WITH A PRESENCE OF E; p",, 1/FT. OF UNDISTURBED EARTH OR THE INSTALLATION OF A SUITABLE Q a- BARRIER. THIS MEASUREMENT IS BETWEEN THE OUTER EDGE OF THE H Cn PG&E FACILITY AND THE OUTER EDGE OF THE PARALLEL "WET" Z W o U FACILITY. IF 3/FT. CANNOT BE MAINTAINED, A FORMAL VARIANCE MUS Lo v BE OBTAINED FROM PG&E WORK WITH THE PG&E INSPECTOR zw.� c "bm � (REFERENCE PG&E UO STANDARD S5453). Q v 3) BOX, PAD, AND CONDUIT SIZES AND LOCATIONS SHALL CONFORM J TO THE PG&E ELECTRIC CONSTRUCTION DRAWING. DEVELOPER PLANS DATED: 4) PROVIDE LONG CONDUIT SWEEPS WHERE INDICATED. � © o Q RECOMMENDED SWEEP RADIUS (10' OF RADIUS PER INCH OF 1 M CONDUIT DIAMETER) EXAMPLE: 4" CONDUIT = 40' RADIUS W 0 5) DO NOT EXCEED 300 DEGREES OF BENDS IN CONDUIT RUNS. .-.., LO wL2v SECONDARY CONDUIT RUNS LESS THAN 200' IN LENGTH ALLOW 315 DEGREES (INCLUDING FEED LOCATION). �._, oho v = Q 6) MANUFACTURED BENDS OR APPLICATION OF HEAT SHALL NOT BE C- USED TO OBTAIN LONG CONDUIT SWEEPS. W 7) ALL CONDUITS SHALL BE PROVEN AND A POLYESTER PULLING F- TAPE INSTALLED. 8) MANUFACTURED BENDS ARE NOT TO BE CUT, SHORTENED, OR ALTERED IN ANY WAY, c" 9) IDENTIFY ENDS OF BURIED CONDUIT WITH AN ELECTRONIC MARKER cn as UJ AND A VERTICAL CONDUIT SCRAP INSTALLED FROM RIGID CAP TO cc '.�` Cn o A GROUND LEVEL. a a 10) CONDUITS ENTERING PRIMARY BOXES SHALL BE AT A RIGHT Q N G.. = Z V o ANGLE TO THE WINDOW OR WALL. _' .� 2§Z N 11) STUB CONDUITS AT RISER POLES IN QUADRANTS AS SHOWN. AT =3 Y J IDENTIFIED POLE LOCATIONS, THE TRENCHING AGENT IS TO EXCAVATE N o = W -3 C-) TO TRENCH DEPTH AND INSTALL A 30" DIAMETER CARDBOARD TUBE. ``' N Q: a' THE RISER CONDUIT BEND IS TO BE PLACED OUTSIDE AND m ADJACENT TO THE TUBE AT THE POLE QUADRANT INDICATED. o BACKFILL AROUND AND INSIDE TUBE WITH CLEAN NATIVE FILL. Q 12) LS2 STREET LIGHT CONDUIT GOING TO PG&E BOXES OR PEDESTALS NOT DESIGNATED AS P.O.S. (INCLUDING TRANSFORMERS) N WILL NOT BE ACCEPTED OR CONNECTED. 13) ONLY ONE LS2 STREET LIGHT (P.O.S.) CONNECTION PER BOX OR PEDESTAL. o LAND RIGHTS AND EASMENTS: 14) APPLICANT TO PROVIDE ADEQUATE P.U.E'S AND/OR ROW'S FOR o PG&E FACILITIES. ANY ADDITIONAL REQUIRED RIGHTS OF WAY ARE TO o BE SURVEYED AND DOCUMENTED BY PG&E AT THE APPLICANT'S EXPENSE. SAFETY AND WORKMANSHIP: 15) NOTIFY USA (81 1) 48 HOURS PRIOR TO DIGGING FOR UNDERGROUND LOCATING. 16) 48 HOUR NOTICE REQUIRED FOR UNDERGROUND INSPECTION. 0 0 17) MATERIALS AND WORKMANSHIP SHALL BE FIRST QUALITY IN a �, EVERY RESPECT, PLUMB AND TRUE, AND ACCORDING TO THE N — SPECIFIC REQUIREMENTS OF THE DRAWINGS AND THE ABOVE APPLICABLE NOTES AND SPECIFICATIONS. 4J 18) THE APPLICANT IS TO VERIFY ALL PROPOSED INSTALLATIONS, CONDITIONS & SPECIFICATIONS PRIOR TO COMMENCING WITH ANY PORTION OF WORK. ANY DISCREPANCIES, DELETIONS OR INCONSISTENCIES ARE TO BE REPORTED TO THE PG&E REPRESENTATIVE IMMEDIATELY. THE APPLICANT SHALL COMPLY WITH ALL APPLICABLE SPECIFICATIONS. ANY VARIATIONS FROM PLANS OR SPECIFICATIONS RELIEVES PG&E OF ALL RESPONSIBILITY FOR THE o SUBSTRUCTURE OR DESIGN. 0 z (AVG.) SQUARE FEET: 3,250 MAIN SIZE: 200 j Q MAX AC TONNAGE: 5 TYPICAL SERVICE SETBACK LENGTH: 35'/49' V VICINITY SKETCH Primary Voltage:2 1 KV D ! I o w Plat Map: 3027356 McKEE RD O t� �. Circuit: STOCKDALE 2109 cc W D Voltage Class: 1 m ao in C2 Q Insulation Dist.: B rz o JOB o M t/) Corrosion Dist.: NON SITE o W� Estimator: MELISSA VARGAS PHONE: 559-347-5027 TAFT H WY PAGER: THESE DRAWINGS ARE BASED ON DEVELOPER PLANS DATED: 6 5 4 3 2 1 INCH 0 1.8-6802 Ph 1 x v z L-1 1.8-6802 Ph 1 Iwo IKE m x 1 1 2 II II II II II I I I I I I i I I I II I I I I I I I i I 3 , mi MATCHLINE A TR4CT 5944-;5 BK. ,52, PGS. X53 IRONROCK AVENUE 5 7 ,7, 635CS 1 I — — —w N+--- St St $1 — S1 S1 sl ---C.4 — S2 S2 S2 S2 S2 S2 NI-- S2 S2 S2 S2 — S2 NI— S2 S2 S2 S2 — S2 SZ WI-- S7 S1 S7 St St S1 NF-- — — — — I 140'/154' 130'/144' 65/79' 65'/79' 130'/144' N 130'/144' 10 Pi P1 P1 p1 P1 P1 P1 P1 P1 P1 Pi Pf P1 in P7 P1 P1 Pi \ T84012 550'/581' I DOW 120/24OV.10 / ` AOS / \ PULL / ` AOESD:S, 2kVA lb 12 CUSTOMERS I I I W. 6.40V 516-8705-6-4643 I I VF: 6.40V VD: 6.30V VF: 6.24V 1211 10 9 8 7 O 5 4 3 2 1 O K l I I I I I I I Ir 1 I ;y 635CT ' I Q I ry I J93182 SEE DETAIL AC/) SHEET , 1 W I 0.I 24 23 Q I 22 21 20 19 16 15 14 13 i O 17 O �s 18 O i I r I I � I I I r d T27078 1OVAAAO Nio. 100kVA AO I 105'/119' 120/24OV, 10 120/240V, 10 101'/115' 11 ESD:87WA � � 12 ESD:92kVA S1 S1 ` / O11 CUSTOMERS / ' Q05 / 12 CUSTOMERS / C14 91 01 7n 516-8692-6-4618 516-8725-6-4617.. - 6fi f80' - - - - _ - 65 /19 - - - - _ _ - -65'/79' _ - 65 /79' �i 66 /80 N�.. S7 -- S7 Si N1 _ P7 Pt' a a Sj S1 $j SN1 SV1 SVt-•--+Ni-S2 S2 S2 $1 S7 NI �ry-.•---= _t�._._. p1 P7 / / I 215'/229' �-- St S7 s1 St St 65/79' S1 L_ _j PULL sv, IN!-. St S7 S7 --+ �+- $1 S7 $, sS ..51- P1 Pt — P7 - Pt I 1 287'/318' / 111'/125 D rPi W �i i Pt — P7 PULL I 127'/141 P11 P7 P1 P1 P7 P1 In r1 P1 P1 P1 In Pt I I / 325/339' y I zz J 8 0 � 635CU � �29 CL t 635CV I SIERRA MADRE AVENUE d 8 9 I LOC. INSTALL EXIST pl I 201 13 I I p5 I202 St r2, L -J 203 r?E; 2E - r3i m I L -J d I 204 SV7 I I i � I 205 LEGEND W 02 VACANT CONDUIT (PRIMARY), 1-2" W I � C) I 206 05 VACANT CONDUIT (PRIMARY), 3-2" VACANT CONDUIT (PRIMARY), 1-6' `�, C� U DENOTES TYPICAL SHORT SIDE SERVICE (n LAJ p6 DESCRIPTIONLAJ I LS2A STREETLIGHT, 70W (UNLESS OTHERWISE NOTED) f� (l-+ „� W y O 25'/39' � � PRIMARY CABLE: 1-1 /OAL EPR 25KV IN 1-2" CONDUIT CUSTOMER OWNED STREETLIGHT CABLE do CONDUITQ :2w;= o Z a C\2 m Lo . Q PRIMARY CABLE: 3-600AL EPR 25KV IN 1-6" CONDUIT POS STREETLIGHT POINT OF SERVICE MLS2A rn Q C�o fx W a, C * O co I INSTALL EXIST. FUTURE DESCRIPTION V_ I I SECONDARY CABLE - 4/OAL TPX 600V IN 1-3" CONDUIT w� o. M V) 'a 00 0 U I SECONDARY CABLE - 350AL TPX 600V IN 1-4" CONDUITS Q 3' x 5' x 3'6" PRIMARY ENCLOSURE a w CD FIRE HYDRANT Y o l 4' x 6'6" x 5' PRIMARY ENCLOSURE M rr) 17' x 30' x 18' SECONDARY BOX L6_J 17' x 30' x 26' SECONDARY BOX I t �: 24' x 36' x 18' SECONDARY BOX 0 C.> al Cn O Z -•- I O _ N 0 - INCH I SERVICE CABLE - 4/OAL TPX 600V IN 1-3" CONDUIT SERVICE H Z In � CIRCLED LOT #'S INDICATE POSSIBLE CONFLICT 0 SOLELY OWNED POLE ac L Qcn .^ • RISER w 0 0 r o I 10 U a = V W © C" U I C"2Lo u — IL W 02 VACANT CONDUIT (PRIMARY), 1-2" W I > N I 206 05 VACANT CONDUIT (PRIMARY), 3-2" VACANT CONDUIT (PRIMARY), 1-6' `�, C� U DENOTES TYPICAL SHORT SIDE SERVICE p6 � � I LS2A STREETLIGHT, 70W (UNLESS OTHERWISE NOTED) f� (l-+ „� W y O 25'/39' � � CUSTOMER OWNED STREETLIGHT CABLE do CONDUITQ :2w;= o Z a C\2 m Lo . Q POS STREETLIGHT POINT OF SERVICE MLS2A rn Q fx W a, C * O DENOTES TIE-IN FACILITIES WITHIN DRAWING I INSTALL EXIST. FUTURE DESCRIPTION pxq pr -4 Lo v I I ® IL ,t PM TRANSFORMER, DF -LB, W/BOX PAD w� o. V) 00 0 U I Q 3' x 5' x 3'6" PRIMARY ENCLOSURE a w FIRE HYDRANT Y 4' x 6'6" x 5' PRIMARY ENCLOSURE w N L6_J PROPOSED STORM DRAIN INLET I L7� 0 4'6" x 8'6" x 6' PRIMARY ENCLOSURE Z 0 v 0 I �I PM19 PADMOUNT INTERRUPTER INCH I �L J� � In � CIRCLED LOT #'S INDICATE POSSIBLE CONFLICT 0 SOLELY OWNED POLE ac .^ • RISER w 0 0 n I CUTOUT/DISCONNECT - SIZE AS SHOWN a = V I .4c z C a I �IIr w 0 INSTALL EXISTING H AIR SWITCH W z �? cry -cc 11 `moi ' I =E =3 11 ' I LLJ 2 0 , Z -- h IINTERCEPT EXISTING 1-6' CONDUIT AND RE-ROUTE INTO NEW J7 BOX BOX REQUIRED DUE TO LENGTH OF RUN ABANDON REMAINING 135' OF 1-6" DUCT — NT — — -- NI Inl r88645 ULL BOX E DETAIL B r t _ �—� < 6 )10-147' R r ---SHEET 2 95'/110' 95/110' �- 100'/114' 130'/145 130'/145' 134'/149' 106'/120' I VD: 6.06V VD: 6.17v P7 P7 P7 147308 A0 VF: 7.05V VD: 5.94V VF: 6.04V VD: 4.63V VF- 5.46V 1 176866 57094 B0VF: 4.82V i CO s I FUTURE 27 d � g FUTURE 25 26 28 29 30 31 32 33 34 35 s g IIS SHDETAIL T 2 B gll 2 gIg Ig gI A MATCHLINE BI I s gl CONTACT JUAN CASTILLO WITH ELECTRIC PLANNING THREE WEEKS PRIOR TO CONSTRUCTION TO ENSURE CORRECT INTERRUPTER SETTINGS 6 5 4 3 2 1 R_ARf17 Ph 1 W CAPACITOR W ¢ > N m J N DENOTES TYPICAL SHORT SIDE SERVICE U y O 25'/39' C\2 m TIE-IN o * O DENOTES TIE-IN FACILITIES WITHIN DRAWING oQ m � a V) w FIRE HYDRANT Y Q N i PROPOSED STORM DRAIN INLET Z 0 v 0 1 INCH 0 �(X CIRCLED LOT #'S INDICATE POSSIBLE CONFLICT 3m �IIr w 0 INSTALL EXISTING DESCRIPTION 3 PHASE PRIMARY CABLE/CONDUCTOR - SIZE AS SHOWN 1 PHASE PRIMARY CABLE/CONDUCTOR - SIZE AS SHOWN — — — — VACANT CONDUIT (PRIMARY) - SIZE AS SHOWN �-- 3 PHASE PRIMARY CONDUCTOR W/ CN CONTACT JUAN CASTILLO WITH ELECTRIC PLANNING THREE WEEKS PRIOR TO CONSTRUCTION TO ENSURE CORRECT INTERRUPTER SETTINGS 6 5 4 3 2 1 R_ARf17 Ph 1 W Q U O p C\2 ck�N Ems--+ Y oQ m V) w Y Q Z 0 1 INCH 0 1 2 3 4 5 6 7 8 E 2 I 1� E 1 gs �I ISI MATCHLINE B I g, I I I g g) E I 46 Igll 45 44 q..3 42 41 40 39 dg g O 38 O O 37 36 I I I i �g sl VD: 3.06V _ I II it � \ 55/69' T76941 vP 3.01V g - 108'/122' 1OOkVA Do 4.0 T89k dg 8 I \ s ,�-- S11` \ / 120/24OV, 10 100kVA 84 635CW �sr 14 ESD: 81kVA \ 120/240V, 19 a% CUSTOMERS I S 15 ESD: S1kVA -- Ila 1 516-8693-6-4587 ! Q� O11 CUSTOMERS `2 OS �g 8 Nor St St -- W1 Sy1 SV1 _��,� 73'/87' 133'/147' 516-8722-6-4586 Q 1 ' �I _ 73 /81' — 73 87' — 13'/87' I I g T / 252'/266'-� St S1St S1St SIS.___,/ 73'/87'S2 S2 St St St =—:NI �-- y`t St S1 �.�cv St St S1 — — P11 P1 P1 P1 P1 P1 Pt t �� S1 S1 S1 —�� +— S1 S1 S1 y 635CY � 133'/141' 292'/306' PULL -� Pi Pt P1 pi P1 Pt Pi Pi Pt P7 Pt Pt Pt pt ---,/ N�I�---�_ � Pi P1 Pt Pt Pt Pt Pt in _ in I CD 546'/571' A o DIORITE 0 �' I ^ `� PULL 13 gig os I RITE COURT NI 7 — W /\ t 55'/69' D VD' 6.26V / VF' 7.01V ' g 8 95'/109' 95'/109' I I VD: 4.96V VD: 4.99V I g 47 48 49 VF: 5.2W VF: 5.29V I Q a, g I 50 51 52 53 4 1 o 5 55 56 1z s E 10 IC T / I: A — I — — — — — FUTURE TX ON CO 41 — — — Ii \1 K -=XV 12 I 13 I 14 I 15 I 16 PHASE 2 GABBRO COURT 17 5 ire] g w 57 cn Jillw i— TY gI rycn w 8181 I I8I I LL Q gl�I IgI' g gI I ( I I ' I I 4 3 2 1 I I i I I I I I I FUTURE TX I I 1 ( I I I 22 ON CO I In 20 21 I I 1 ( I I I 22 I ' i I I ---- - - - - -- --- ----- I I I i -T----- "F---------i----------r-- I I I I I I i I I 1 I I I i 1 I I I I TENTATIVE i I i i I TRACT 6410 A -- I--------1- I I I I I I I -I- -------- ----------- I -------------------- I---------- ------- I i I i I -I -I- --�- - i--------- ----------- I i 9 I 10 LEGEND W a cn w o LOC. INSTALL EXIST. DESCRIPTION C) ,'AJ LJ w c 201 P1 PRIMARY CABLE: 1-1/OAL EPR 25KV IN 1-2" CONDUIT N E--,-, Y PRIMARY CABLE: 3-600AL EPR 25KV IN 1-6" CONDUIT oQ ck: Cfl 00 202 S1 SECONDARY CABLE - 4/OAL TPX 600V IN 1-3" CONDUIT co M d [\ SECONDARY CABLE - 350AL TPX 600V IN 1-4" CONDUITS Z 0 W 1 INCH 0 o " � O (.I L2iF2_1 L_J 17' ' ' x 30 x 18SECONDARY BOX 203 L2E� L3� 2E 03 17' x 30' x 26' SECONDARY BOX 24' x 36' x 18' SECONDARY BOX O 0 �LA_—_ O w H S C-)tnzocna. 204 _SV1 SERVICE CABLE - 4/OAL TPX 600V IN 1-3" CONDUIT E-4 Q W L E__4 Q 205 r O M W o o; U w � w D2 VACANT CONDUIT (PRIMARY), 1-2" 206 D5 D8 VACANT CONDUIT (PRIMARY), 3-2" VACANT CONDUIT (PRIMARY), 1-6" :2" c-.> GAJ L W J t� �+ w LS2A STREETLIGHT, 70W (UNLESS OTHERWISE NOTED) CUSTOMER OWNED STREETLIGHT CABLE & CONDUIT N Z p � Q POS LS2A STREETLIGHT POINT OF SERVICE r = r` Q w w ��®� w INSTALL EXIST. FUTURE DESCRIPTION PM TRANSFORMER, DF -LB, W/BOX PAD W z [�5 3' x 5' x 3'6" PRIMARY ENCLOSURE = Q C- CL L__J 4' x 6'6" x 5' PRIMARY ENCLOSURE w L7J 0 4'6" x 8'6" x 6' PRIMARY ENCLOSURE PMI9 PADMOUNT INTERRUPTER XN O N SOLELY OWNED POLE co `� • RISER cn to W Q �x� v X CUTOUT/DISCONNECT - SIZE AS SHOWN Z Q N N0 - o W Z C 9 ? V p AIR SWITCH Z N =E =3 _ CAPACITOR N W D= W J � V DENOTES TYPICAL SHORT SIDE SERVICE LLL.Q tn. 02 0- N 25'/39 - co TIE-IN c ODENOTES TIE-IN FACILITIES WITHIN DRAWING a ,C6 FIRE HYDRANT cn i PROPOSED STORM DRAIN INLET ck le X�( CIRCLED LOT #'S INDICATE POSSIBLE CONFLICT 3 0 W 0 INSTALL EXISTING DESCRIPTION 3 PHASE PRIMARY CABLE/CONDUCTOR - SIZE AS SHOWN O — 1 PHASE PRIMARY CABLE/CONDUCTOR - SIZE AS SHOWN — ---- — — — VACANT CONDUIT (PRIMARY) - SIZE AS SHOWN ir I I r 3 PHASE PRIMARY CONDUCTOR W/ CN 6 5 4 3 2 F 1.8-6802 Ph 1 W a V C) 0 w c E--,-, Y oQ ck: m Q x Z 0 1 INCH 0 1.8-6802 Ph 1