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HomeMy WebLinkAboutW_5253_SPUBLIC WORKS DEPARTMENT EWP~Cllr ~ ~, i......i; 0 u I I "-~"'-~--, ';:C \ \ )0 ~ ~wwwuw ···~ ..___ Gilj illfW,,..-' C ~'-:::_.====::::.::::~ \ IFO REACH # 3A 38 C-3004-W APPROVED BY : DATE: 9/9(9C PUBLIC WORKS DIRECTOR R.C.E. 16791 APPROVED BY : Ut..-A. D~~ UTILITIES MANAGER R.C.E. 25553 APPROVED BY : FOUNTAIN VALLEY CITY ENGINEER R.C.E. C028265 PREPARED BY: ."} /£ ~------/ l STEVEN D. TEDESCO R.C.E. C039261 DATE: ASL Consulting Engineers RECORD DRAWIN<il 1~. Cle~r<! Drawings have been prepared based Oil iftforll'lallOft su. itted rn part by others. While this information is believed to be relrable, ASL Consultrng Engineers is notresp0nsible for 11s accuracy rt!w• fibr erras or omissions. Which may have~~ ;CJ pl I II a fHUlta i I 5 ~ / f:1 ----l'.;- W-6263-S ~ 1----1~ SHEET 1 or 14 :i' __ .__ _ ______, -- WARNER 0 3 -INDICA JES AREA SHOWN ON LOCATIOI MAP ,._,, VICINITY MAP NOT TO SCALE WARNER AVENUE '-----------------------------~ I-T AMJRA , r---------ntrh WELL SITE ti;! )__ FIRST AMERICA~ Bt::.i~~i (/J SJ-IT 3 _) /REACH 3iA REACH ..L \ SLATER AVENUE I \ \ \ \ ', \\ 'ti ~ ,--DOLPHIN 1---H-----+1-~ '"ELL SITE I \f-= l=====J==l===~:__:'1_t=~~~,§~~~~~r'-,1ii:3===:;-i ~-+--+-_s_H_T_4---t-+-~---+-;-S_}-_JT_0_· """"i-,-,..~--s_H_T_a __ T""~~--s_1-,_r._r _7_t--t---Jsf-rr 8 DOLPHf,! J VENUE~ TALBERT crrY FOUJ\rf ;.\JJ\J AVENUI: OF V ;.\LLE)1 LOCATION M.AP NOT TO SCALE I m FOUNTAIN VALLEY HIGH SCHOOL V 'STA HIGH SCHOOL ~- GENERAL NOTES 1. THE CONSTRUCTION OF THE WATER MAIN AND ITS APPURTENANCES SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS. STANDARD SPECIAL PROVISIONS DESIGN CRITERIA STANDARD DRAWINGS AND THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" ~ EDITION AND SUPPLEMENTS ANO THESE SPECIFICATIONS. 2. STATIONING REFERS TO CENTERLINE OF PIPELINE AND STREET STATIONING REFERS TO CENTERLINE OF STREET. 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD OF ALL UTILITIES WHICH ARE CALLED TO BE POTHOLED ON THE PLANS PRIOR TO BEGINNING OF CONSTRUCTION. UTILITIES POTHOLED DURING DESIGN ARE IDENTIFIED ON THE PLANS BY HAVING APPROXIMATE ELEVATIONS SHOWN ON THE PROFILE. IN ADDITION, THE CONTRACTOR SHALL EXPOSE ALL UTILITIES AND SERVICES. INCLUDING THOSE PREVIOUSLY POTHOLED AT LEAST 500 LINEAR FEET IN ADVANCE OF THE ACTUAL PIPE EXCAVATION OPERATIONS. 4. DISTANCES SHOWN IN PROFILE AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 5. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 4B HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-3011. 6. THE WALL AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 7. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 6. ABOVE FROM CAL-OSHA. 8. ALL WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD-106-L AND THESE SPECIFICATIONS. 9. DUCTILE IRON PIPE SHALL BE CLASS 52, AS A MINIMUM, ANO SHALL HAVE BONDED JOINTS, CATHODIC PROTECTION AND POLYETHYLENE ENCASEMENT PER SECTION 207-9.2.6 OF THE CITY'S STANDARD SPECIAL PROVISIONS. ALL FITTINGS, FLANGES, VALVES, COUPLINGS, AND APPURTENANCES SHALL BE LOOSELY WRAPPED WITH TWO (2) LAYERS OF POLYETHYLENE ENCASEMENT. 10. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORDANCE WITH DETAIL EB 11. WATER MAINS SHALL HAVE A MINIMUM OF 48" OF COVER FROM FINISH SURFACE. 12. ALL CONCRETE SHALL BE 560-C-3250 UNLESS OTHERWISE SPECIFIED. 13. THE CONTRACTOR SHALL NOTIFY THE CITY OF FOUNTAIN VALLEY FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS WITHIN THEIR JURISDICTIONAL AREA. SYMBOL LEGEND CONSTRUCTION NOTES SHEET INDEX 14. THE CITY OF FOUNTAIN VALLEY FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES WITHIN THEIR JURISDICTIONAL AREA. • POWER POLE 0 MANHOLE 'l:f FIRE HYDRANT D t.tETER BOX --®--VALVE , POl'f£R POLE ANCHOR ' 6 MONUMENT -x-x-x-FENCE BLOCK WALL <''"',,_ t+)' TREE ~, .. , (j(J SHRUBBERY ~~.LL,(.L,t,t... ASPHALT PAVEMENT ~~:~'~g BRICK WALK I·.·.· .. •.· .. ..I L:. ~ .:,;_ ~· .:J CONCRETE V, ~ ~/.'U ll/.'U LI BUILDING ----EXISTING CONSTRUCTION CONSTRUCTION LINE ----PROPERTY LINE ----t-·-CENTERLINE --s---SEWER LINE --Jfl---WATER LINE --G---GAS LINE --E---POWER LINE --f[I:-- -TELEPHONE LINE --:rv---CABLEVISION LINE --lRR---SPRINKLER SYSTEt.t :0: STREET LIGHT £1 AIR & VACUUM RELEASE VAL VE (IN PROFILE) + AIR & VACUUM RELEASE VALVE (IN PLAN) @> BLOW-OFF ASSEMBLY (IN PROFILE) • BLOW-OFF ASSEMBLY (IN PLAN) [Q] CORROSION TEST STATION • ANODE 0 INSTALL 24"' CL 52, D.1.P. PER DETAIL EB ® INSTALL 24", 11-1 / 4" BEND AND THRUST BLOCK PER DETAIL EB 0 INSTALL 24", 22-1 /2" BEND AND THRUST BLOCK PER DETAIL EB 0 INSTALL 24". 45" BEND AND THRUST BLOCK PER DETAIL EB ® INSTALL 24". 90" BEND AND THRUST BLOCK PER DETAIL ffi ® POTHOLE UTILITY PER PROJECT SPECIFICATIONS 0 REMOVE EXISTING M.J. CAP, JOINT RESTRAINT AND THRUST BLOCK ANO CONNECT TO EXISTING 24'" D.1.P. (JOINT TO BE RESTRAINED) ® INSTALL 2" AIR AND VACUUM RELEASE VALVE ASSEMBLY PER CITY OF N.8. MODIFIED STD-515-L, ALTERNATE ORIENTATION ® INSTALL BLOW OFF ASSEMBLY PER CITY OF N.B. MODIFIED STD-525-L @ INSTALL 24" x 16" D.I. TEE (MJ x MJ x MJ) AND THRUST BLOCK PER DETAIL EB @ INSTALL 24'" D.I. LONG PATTERN MECHANICAL JOINT SOLID SLEEVE. @ INSTALL 24" D.I. SPOOL (PE x PE) MIN. 3' LONG @ INSTALL 24" x 16" D.I. (MJ x MJ) ECCENTRIC REDUCER AND THRUST BLOCK PER DETAIL EB @ INSTALL 16", CL 52, D.1.P. PER DETAIL EB @ INSTALL 16", 90" BEND AND THRUST BLOCK PER DETAIL EB @ INSTALL 16" 0.1. SPOOL (FE x MJ), MIN. 2' LONG @ INSTALL 16" BLIND FLANGE @ REMOVE AND REPLACE EXISTING CURB PER CITY OF FOUNTAIN VALLEY REQUIREMENTS. @ REMOVE AND REPLACE EXIST. CONG. DRIVEWAY PER CITY OF F.V. STD. DWG. 110 @ REMOVE AND REPLACE EXIST. CURB AND GUTTER PER CITY OF F.V. STD. DWG. 108. @ PROTECT EXISTING CURB IN PLACE ON CHURCH PROPERTY. @ REMOVE AND REPLACE EXIST LANDSCAPING PER CITY OF FOUNTAIN VALLEY STANDARDS. @ REMOVE AND REPLACE EXISTING MEDIAN CURB PER CITY OF FOUNTAIN VALLEY STD. PLAN NO. 108. (8) PROTECT EXISTING TRAFFIC LOOPS IN PLACE OR REPLACE PER PROJECT SPECIFICATIONS. @ PROTECT EXISTING VALVE ANO BLOW-OFF ASSEMBLY IN PLACE. @ PROTECT EXISTING SEWER MANHOLE IN PLACE. @ PROTECT EXISTING VALVE IN PLACE. @ REPAIR CHURCH PARKING LOT PER SHEET 10. @ INSTALL CURB AND SIDEWALK (4'" THICK MIN.) PER CITY OF FOUNTAIN VALLEY STANDARDS ANO TO MATCH EXISTING SIOEWALD ADJACENT TO PARKING LOT @ INSTALL 3' x 3' CONCRETE ISLAND PER DETAIL ffi ~ ® SLURRY SEAL (TYPE 1) AND RESTRIPE EXISTING PARKING LOT PER PROJECT SPECIFICATIONS. ® REMOVE AND REPLACE AC PAVEMENT (FULL DEPTH), SLURRY SEAL AND RESTRIPE PER PROJECT SPECIFICATIONS. ® GRIND 1 -1 /2" AC AND PLACE 1-1 /2" FINAL PAVING CAP @ PROTECT IN PLACE EXIST. WATER LINE AND THRUST BLOCK @ PROTECT IN PLACE ALL CONCRETE CURB STOPS @ CONSTRUCT CURB ACCESS RAMP PER CITY OF FOUNTAIN VALLEY STD. DWG. 117-E ® REMOVE AND REPLACE EXISTING CURB AND GUTTER (8" CF) AND SIDEWALK PER CITY OF FOUNTAIN VALLEY REQUIREMENTS @To@ NOT USED @ INSTALL TWO ANODE TEST STATION PER DETAIL @ @ INSTALL TWO-WIRE TEST STATION PER DETAIL @ OPTIONAi: @ REMOVE AND REPLACE RECENT AC PAVEMENT REPLACEMENT (FULL DEPTH) STRUCTURAL SECTION S!:!ID 1 2 3 4 5 6 7 8 9 10 11 12 13 14 AGENCY DESCRIPTION TITLE SHEET GENERAL NOTES, VICINITY MAP, LOCATION MAP PLAN AND PROFILE STA. 575+ 71.83 TO STA. 584+00 PLAN AND PROFILE STA. 584+00 TO STA. 593+00 PLAN AND PROFILE STA. 593+00 TO STA. 599+20± PLAN AND PROFILE STA. 601+20± TO STA. 610+00 PLAN AND PROFILE STA. 610+00 TO STA. 618+00 PLAN AND PROFILE STA. 618+00 TO STA. 623+85.91 TYPICAL STREET SECTIONS AND MISCELLANEOUS DETAILS CHURCH PARKING LOT REPAIRS CATHODIC PROTECTION DETAILS CATHODIC PROTECTION DETAILS TRAFFIC CONTROL PLAN BIKE LANE DETOURS EMERGENCY TELEPHONE NUMBERS DAYTIME SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY GTE (714) 634-3028 (714) 895-5200 {714) 375-6701 (714) 644-3011 (714) 962-2411 (714) 898-3800 (714) 378-3200 (800) 422-4133 (714) 965-4400 EXT. 251 NIGHTTIME (714) 634-3129 (800) 325-0477 611 CITY OF NEWPORT BEACH (UTILITIES) COUNTY SANITATION DISTRICTS OF ORANGE COUNTY PARAGON CABLE (714) 644-3717 (714) 962-2411 (714) 898-3800 (714) 378-3200 (800) 422-4133 ORANGE COUNTY WATER DISTRICT UNDERGROUND SERVICE ALERT CITY OF FOUNTAIN VALLEY CITY OF FOUNTAIN VALLEY WATER DEPT. (714) 965-4400 EXT. 377 ABBREVIATIONS ABO AB ACP ASB. AC A/V B.C. C.B. C.F. ~ CLR. CSG CTS D.1.P. E E.C. E.C.R. ELEV. EXIST. FH FLG G G.B. INV IRR ABANDONED AGGREGATE BASE ASSES 10S CEMENT Pl PE ASBESTOS ASPHALT CONCRETE AIR & VACUUM RELEASE VALVE ASSEMBLY BEGIN CURVE CATCH BASIN CURB FACE CENTERLINE CLEARANCE CASING CORROSION TEST STATION DUCTILE IRON PIPE ELECTRIC END CURVE END CURB RETURN ELEVATION EXISTING FIRE HYDRANT FLANGED GAS GRADE BREAK INVERT ELEVATION IRRIGATION MIN. M.J. N.8. o.c. O.D. P.C.C. P.E. PROP. PVC RCP R.J. s S.C.E. S.D. S.r.M. ss STA. STL ST. LT. ST. STA. T TV V.C.P. w MINIMUM MECHANICAL JOINT NEl'l!'ORT BEACH ON CENTER OUTSIDE DIAMETER PORTLAND CEMENT CONCRETE OR POINT OF COMPOUND CURVATURE PLAIN END PROPOSED POLYVINYL CHLORIDE REINFORCED CONCRETE PIPE RESTRAINED JOINT SEM:R SOUTHERN CALIFORNIA EDISON STORt.t DRAIN SEM:R FORCE MAIN STAINLESS STEEL WATER LINE STATION STEEL STREET LIGHT STREET STATION TELEPHONE CABLE TELEVISION VITRIFIED CLAY PIPE WATER RECORD DRAWINGS Thete Record Drawings have been prepared based on informalf<>,n aubm ltled In part by others. While this information Is believed to be reliable, ASL Consutting E:ngi neers is not responsible for its accuracy nor for tl'fOl'I or om lsslo ns which may have been incorporated imi: !hell pl1n1 H ■ result. 15. ALL FLANGED PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS ANO HEX-HEAD BOLTS. GASKETS SHALL BE FULL-FACED, CLOTH REINFORCED BUNA-N RUBBER. 16. FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE IN WATER MAIN CONSTRUCTION SHALL HAVE ALL THREADED PARTS AND JOINING HARDWARE FABRICA TEO FROM TYPE 316 STAINLESS STEEL. 17. PIPE HARNESS ASSEMBLIES, VALVE ANO FITTING RESTRAINTS ANO SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL-THREAD ROD, NUTS, BOLTS AND WASHERS. CLAMPS, SHACKLES AND OTHER HARDWARE SHALL BE DUCTILE IRON, BUT MUST BE COATED LIBERALLY WITH CORROSION PROTECTIVE MASTIC COMPOUND. 18. SOL TED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-CEASE COMPOUND. 19. ALL BOLTED AND THREADED FASTENERS SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASTM AND ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER STATING COMPLIANCE WITH THE APPROPRIATE SPECIFICATIONS. 20. THE CONTRACTOR SHALL BE FAMILIAR WITH THE PROJECT SOILS REPORT TITLED "REPORT OF GEOTECHNICAL EXPLORATION, NEWPORT BEACH GROUNDWATER DEVELOPMENT PROJECT, 24-INCH WATER TRANSMISSION MAIN -REACH NOS. 3A AND 38", PREPARED BY CONVERSE CONSULTANTS ORANGE COUNTY, DATED MAY 10, 1996. 21. ALL PIPE JOINTS, FLANGES, VALVES ANO COUPLINGS EXCEPT THOSE SPECIFICALLY IDENTIFIED AS INSULATING JOINTS SHALL BE BONDED PER DETAIL 2 SHEET 12. 22. THE CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM THE CITY OF FOUNTAIN VALLEY PRIOR TO ANY CONSTRUCTION ACTIVITY WITHIN THE CITY. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF SAID PERMIT. 23. THE CONTRACTOR SHALL NOTIFY THE CITY OF FOUNTAIN VALLEY PUBLIC WORKS DEPARTMENT AT 965-4442 AT LEAST 72 HOURS PRIOR TO BEGINNING ANY WORK WITHIN THE CITY OF FOUNTAIN VALLEY RIGHT-OF-WAY. INSPECTION HOURS ARE BETWEEN 7:00 A.M. ANO 5:00 P.M. MONDAY THROUGH FRIDAY, EXCLUDING HOLIDAYS. THE CITY OF FOUNTAIN VALLEY INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB AND GUTTER/SIDEWALK SO THAT THE FORMS CAN BE CHECKED FOR LINE ANO GRADE AND COMPATABILITY WITH EXISTING CONDITIONS. 24. THE CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE CLEAN, AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE AGENCY HAVING JURISDICTION OVER THE AREA. STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND NUISANCE BEING CONTROLLED AT ALL TIMES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY CLEAN-UP ON ADJACENT STREETS AFFECTED BY HIS CONSTRUCTION. 25. THE CONTRACTOR SHALL KEEP A SIGNED SET OF APPROVED PLANS AND SPECIFICATIONS AND A COPY OF ALL CONSTRUCTION PERMITS ON THE JOB SITE AT ALL TIMES DURING WORKING OPERATIONS. 26. ALL WORK SHALL COMPLY WITH CONDITIONS ESTABLISHED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD. 27. CONSTRUCTION WORK HOURS SHALL BE 7:00 A.M. TO 5:00 P.M. MONDAY THROUGH FRIDAY, EXCLUDING HOLIDAYS. 28. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS. 29. THE CONTRACTOR SHALL RESTORE OR REPLACE IN KIND ALL EXISTING IMPROVEMENTS DISTURBED DURING CONSTRUCTION INCLUDING, BUT NOT LIMITED TO STREET STRIPING. LANDSCAPING AND SIGNS. STREET STRIPING SHALL BE REPLACED IN KIND. 30. ALL CONCRETE SIDEWALKS OR CURBS TO BE REPLACED SHALL BE SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE AGENCY HAVING JURISDICTION OVER THE AREA. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 31. ALL P.C.C. AND A.C. PAVEMENT REMOVALS SHALL BE OUTLINED TO NECESSARY WORKING LIMITS AND SAWCUT PRIOR TO THE REMOVAL. ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO CITY OF NEWPORT BEACH AND/OR CITY OF FOUNTAIN VALLEY. 32. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROVIDE FOR SMOOTH TRAFFIC FLOW AND SAFETY. ACCESS SHALL BE MAINTAINED FOR ALL PROPERTIES ADJACENT TO THE WORK. 33. ALL UTILITY COMPANIES HAVING FACILITIES WITHIN THE WORK AREA SHALL BE NOTIFIED BY THE CONTRACTOR AT LEAST 48 HOURS PRIOR TO WORK. 34. TRAFFIC CONTROL SHALL CONFORM TO THE CITY OF FOUNTAIN VALLEY'S "CONSTRUCTION/MAINTENANCE WORK TRAFFIC CONTROL PLANS" EXCEPT FOR THOSE WORK AREAS COVERED BY SPECIFIC TRAFFIC CONTROL PLANS INCLUDED IN THESE PLANS. 35. TRAFFIC SIGNAL CONDUIT AND LOOPS ARE SHOWN ON THE PLANS WHERE DETAIL PLANS ARE AVAILABLE. HOWEVER, THE PLANS DO NOT REFLECT ALL OF THE TRAFFIC SIGNAL CONDUITS AND LOOPS. THE CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL TRAFFIC SIGNAL LOOPS AND CONDUITS ANO PROTECT IN PLACE OR REPLACE PER SPECIFICATIONS. 36. CONTRACTOR SHALL HAVE A FUNCTIONAL STREET SWEEPER AND WATER TRUCK AVAILABLE AT ALL TIMES DURING CONSTRUCTION WORKS HOURS. 37. CONTRACTOR SHALL REPLACE ALL EXISTING REFLECTION MARKERS LOCATED ALONG THE ALIGNMEl'.T PER THE CITY OF FOUNTAIN VALLEY REQUIREMENTS. C-3004-W Underground Service Alert BASIS OF BEARINGS: I!.ENCHMARK: o~CiHSSto,t,,. ASL Consult"1ng Eng"1neers □ ARCADIA uV!/1 L REACH # 3A & 3B 24 INCH IN TI-iE NORTHEAST PART OF THE INTERSECTION OF MAGNOLIA ' D -tt I! R E • / WATER TRANSMISSION MA'N " . ·:,,,, ·11... Coll: TOLL FREE THE CENTERLINE OF SLATER AVENUE STREET AND SLATER AVENUE; 37 FEET EAST OF THE CENTER OF ,f.,,_<~ r.i ~"ti,,-'%_ b I VIN ,,.,,,;. , • 1.,,:;; ·1-----------------·I----1 ~ -~ 1_800 6~~MG~~sP~#Ps56;[ 1~8JiEii~ THE TRAFFIC MEDIAN OF THE STREET, 81.5 FEET NORTH OF THE ,': 1/ '1,1 ,., 0 a;. 4. d, '••~-□ PALM SPRINGS ooL1TIESENo1~o/' RC.E.46214 GENERAL NOTES, VICiNiTY MAP, ~ CENTERLINE OF THE AVENUE, SET IN THE TOP OF THE NORTHWEST _ '1 ... ~ {..L__~ ~ ,,, 422-4133 S89"31'57"E PER ORANGE COUNTY CORNER OF A 6.5 BY 8.5 CONCRETE CATCH BASIN, 1 FOOT ';;if f. 61 !:;; /STEVEN D. TEDESCO RCE C039261 EXP 12-31-97 □ CAMARILLO DAJE __ <\~-4~-<\~Gr-__ LOCATION MAP i GRID SYSTEM HIGHER THAN THE GUTTER. ~• I !). 1 -1-97 * l--+---+-------------+--l-------c-----+-----------~--,--------1 '.?- . J' I': ,'/J.,1\. &.~'< ONE JENNER STREET, SUITE 200 □ SAN BERNARDINO DATE BY APP'D DESIGNED SES: DRAllN SEC CITY OF NEWPORT BEACH W-5253-8 :g LT:;:W~O'......'.;W::_OR~K:,;_l~NG~D:.:::A:.;.Y~S..:B:..:E:.:.F:::OR:;:E:....;.Y:;;_O::.:.U..:D:'.'.:IG::.._.L _____________ .L_oR_A_t,_iG_E_c_ou_N_T_Y_su_R_v_E_Y_o_R_s_B_E_N_c_H_M_AR_K_1_G_12_6_6_9_E_L_E_v._=_22_._21_4_•.L ____ ~..:"•·:'.:o~r;::c::::~::\.':'<;j:_ __ _j_]_~~,~~~:.~~·2~i'.::~'l..~~~~gg~R-NI_A_9_2_6_1_8 ________________ □_s_A_N_D_IE_G_o ____ L _______ _.::R:::_Ev:l:S::IO:N:::.S ________ .LCH_E_CK_ED_n._E_LoA_TE_e,_9G _ _JL_...:.P.::;UB::::L:::IC_,:W::.:;O::.:RK::,:S:.:D:::E::.PA:R:.:.™::::E::.:N~T ___ L ... -_-...:s~H~EE~T~2~0~F=1;4~:~ I I I g ' ?, s ' 3 0 e ' ~ " D • " ~ z C < ro • " ~ g " 0 .... .,, ,; " r -1 " " D '" .,, D ~ z • ~ z !" 0 )> " ~ a " z ;; -. ··-· -,.-_,, __ ---" -... ... ----.. I I • --1-- --·- ' ~ --,--------20 ·· · L 0 II .I>, 0 575 1" -40' 40 5 80 CONSTRUCTION NOTES 0 INSTALL 24"' CL 52, D.I.P. PER DETAIL EB G)!NSTALL 24", 11-1/4" BE:ND AND THRUST BLOCK PER DETAIL EB 0 INSTALL 24", 45' BENO ANO THRUST BLOCK PER DETAIL EB BEND AND THRUST BLOCK ® INSTALL 24", 90' PER DETAIL EB © POTHOLE UTILITY PER PROJECT SPECIFICATIONS ® INSTALL 2" AIR AND VACUUM RELEASE VALVE ASSEMBLY PER CITY OF N.B. MODIFIED ST0-515-L, ALTERNATIVE ORIENTATION 578 579 @ REMOVE AND REPLACE EXIST. CITY OF F.V. STD. DWG. 110 CONG. DRIVEWAY PER @ REMOVE ANO REPLACE EXIST. CURB ANO GUTTER PER CITY OF F.V. STD. DWG. 108. PROPOSED REACH NO. 580 1 6" 3A WATER MAIN 14 581 FIRST AMERICAN BAPTIST CHURCH 582 583 4 STA. 583+57.19 HORIZ. <I PT.= SI. SIA. 21+54.1:11:i l ST A. 584+00.00 -- 584 N 44"42'46" W 22.49' N 0"17'14" E 144.41' STA. 583+90.00 @ CTS #2 STA. 21+91.09 799 800 CITY OF NEWPORT BEACH 20' EASEMENT " --~-,---,!,, "'s 17 BEGIN CONSTRUCTION STA. 575+71.83 ' I I @1 <I PT.0 TAMURA WELL SITE I I SEE BRANCH "A'--1-. PROFILE ABOVE I @l 17 BEGIN CONSTRUCTION STA. 799+84.64 i I i :k k I r: 6. I EXIST. FENCE EXIST. CURB 575+87.09 HORIZ. s:! PT.-@ 576+03.00 57R+10.16 TEE-@ 800+00.00 BRANCH "A' 1 O MATCH LINE ST. SEE SHEET NO. 4 NOTE: PIPELINE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE WELL CONTRACTOR. TAMURA WELL CONNECTION SCALE 1"=8' DETAIL CD RECORD DRAWINGS These Record Drawings have been prepared based on information submitted m part by others. While this information is believed to be reliable, ASL Consu/ti_ng Engineers is not responsible for Its accuracy, IIDr for e/T0l'S or omissions Which may ha1re been Incorporated into "-plant n a'""""· C-3004-W @ PROTECT EXISTING CURB IN PLACE ON CHURCH @o INSTALL 24" x 16" 0.1. TEE (MJ • MJ • MJ) AND PROPERTY. ASL C I . □ ARCADIA REACH # .3A & .3B 24 INCH !ii' THRUST BLOCK PER DETAIL EB @ PROTECT EXISTING TRAFFIC LOOPS IN PLACE OR REPLACE ~v.C)f[SSlo,11..,, onsu ting Engineers II/ i -" PER PROJECT SPECIFICATIONS. _f ... ,..,~ 01''(?<~ // I ■ IRVlNE f-----+--+---------------l--.----t ,-J~ /2. • WATER TRANSMISSION MAIN Ei @ INSTALL 24" 0.1. SPOOL (PE x PE) MIN. 3' LONG @ REPAIR CHURCH PARKING LOT PER SHEET 10 t;5 v' I J~i!~ /1/1 ,;1';.hL. _ □ PALM SPRINGS ERG 11RECORD /JRAWING If ~ U'9f..lTIES VER R.< .E. 46214 PLA~~ AND PROFILE ~ @INSTALL 24" K 16" D.I. (MJ X MJ) ECCENTRIC REDUCER ~ Noi 0111%1 ~ ,,(TEVEN D.r TEDESCO □ CAMARILLO ~~=-~='9:7:T-=l=E==R,=t':=V.=OU.==E=T=O=/J=T.='fl=IT=Y=C=O=N=F=l=IC=T,=5==~:/{\:{=~-DA_l[ ___ '\,...-_.,_-_9_'-__ F3....:T..:..A..:.__5_7_5_+_7_1_._8_.3_T_O __ S_T_A ___ 5_8_4_+_0_0_._o_o_.~o AND THRUST BLOCK PER DETAIL t::p @ INSTALL TWO ANODE TEST STATION PER DETAIL @ * I E,!'p. 1 uiff:97 * -:, RCE C039261 EXP 12-31 -97 r-~ W ~ ~ j,,, \. -~~ ONE JENNER STREET, SUITE 200 □ SAN BERNARDINO DAT[ BY APP'D DESIGNED SEC DRAIIN M'Ml CITY OF Ni:WPORT BEACH W-5253-S "' @ EB "-'II' Y-IV\ <:I~'" g 14 INSTALL 16", CL 52, 0.1.P. PER DETAIL ~ / ~OF C~\.,~ IRVINE, CALIFORNIA 92618 0 SAN DIEGO CHECKED TLE OAT[ 8/96 I---SH-EE_T_~_o_r-... --1;!, L _____________ ..=:_ ______________ ..:::::::...._ ____________________________ __:::::::~:'.:_ ___ .J....!..7!_:14::-:,;7~2~7'.,:-:27'.S;0~9~9---------------------=---------J_--------_:R:_:E_::Vl:::Sl:Cl'.N'.:S~--------L.:..:._.::.._..:,:__L_:_..::_ __ L __ _::PU:'.:B'.,:Ll::C_:W:::;O:R:KS:'...'.:'.:DE'.;'.:P::AR'.:.,TM'.:.'.::EN:_T..:.. _ _JL_..:'.:'.::.:..'."~~,.~•J 2 :-·-----r~- 1 l -· -· l I L ---!----•••--•-•--•--•!, __ •• f - -+-- ! I 30 I--<--+-+ O') 0 • ~ O') + N • w I I - --1 ---: ~- _,,_,, j --· -·----•o.• --_i I -----1~---~-----L--l : l -- -1--~------ - 1 -i J_. -1--------,-' '" -, X -,. ,·,i'• ,~ •• .: , \, v··'\· '"--\' . :r: <( V) I- X 'fl1;CO-•'',, ~-~,.,-~ - - ----·-------,--._.,-, .. , (/) 11 0 0 0 , .. -40' 40 ,•,, BO --! - -I C' z 1''=40' 584 585 ST A. 588+00.00 - MATCH LINE ST. SEE MAGNOLIA STREET 586 587 STA. 36+00. 1 5 RIGHT STA. 587+90.00 73 CTS #3 N 89'07'14" E 1164.02' STA. 587+55.98 HORIZ. -¢ PT. 4 ST. STA. 24+ 75.86 MAGNOLIA ST. STA. 35+56_ 13 SLATER) N 45"52'46" W 39. 72' I[ INTERSECTION ST. STA. 25+00.00 ST. STA_ 35+00.00 MAGNOLIA = SLATER STA. 587+ 16.26 HORIZ_ -¢ PT. 4 ST. STA. 24+48.35 MAGNOLIA) ST. STA. 35+28.05 SLATER) LO • 0 0 + <.O I") • <( I- (/) I- LL Lu ....J . Lu I-Lu (/) (/) II 0 0 • Lu Oz 0- + ....J co co :c LO U . I- <( <( I-::E (/) 588 589 590 591 PROPOSED 24" WATER MAIN REACH NO. 3A 592 SLATER AVENUE 0 '<t II 00 -_______ '_::::_2 ' .l.-.-----.-- 593 LO LO • • oo Oz + . Lu I-Lu (/) (/) II 0 0 • Lu Oz 0- +....J I") O') :r: L() u , I- <( <( I-::E (/) CONSTRUCTION NOTES 0 INSTALL 24"' CL 52, DJ_P_ PER DETAIL EB 0 INSTALL 24", 45' BEND AND THRUST BLOCK PER DETAIL EB ® INSTALL 24", 90' BEND AND THRUST BLOCK PER DETAIL EB © POTHOLE UTILITY PER PROJECT SPECIFICATIONS ® INSTALL BLOW OFF ASSEMBLY PER CITY OF N.B. MODIFIED STD-525-L @ REMOVE AND REPLACE EXIST. LANDSCAPING PER CITY OF FOUNTAIN VALLEY STANDARDS. @ REMOVE AND REPLACE EXISTING MEDIAN CURB PER CITY OF FOUNTAIN VALLEY STD. PLAN NO_ 108. @ PROTECT EXISTING TRAFFIC LOOPS IN PLACE OR REPLACE PER PROJECT SPECIFICATIONS . @ PROTECT EXISTING VALVE AND BLOW-OFF ASSEMBLY IN PLACE. @ PROTECT EXISTING SEWER MANHOLE IN PLACE. @ PROTECT EXISTING VALVE IN PLACE. @ INSTALL TWO ANODE TEST STATION PER DETAIL ffi QJ7 @ INSTALL TWO-WIRE TEST STATION PER DETAIL ffi QJ7 RECORD DRAWINGS • C 4 Thew Aeal,d lliJawi'1!5 -been prepared based on Information 5tJbmill•d io1 p&n l>;other!I. While this information is believed to be reliable~ASL Consutr;ng Engfneers is not responsible for its accuracy, 111111' b eno,s or omis.sions. wt-.ch may have been incorporaad.~to U1ese """" as a 1eslllt ",----~ I C-3004-W 5 .--5---c--------------=□:-:-'.AR~C~A~DIA-:----T""---,--r----------r--,i~w------::---.---iR~E~A~c~H-#~3~Ao:&~3TTs)~24Al1MN~cHLJ'~;; A L onsulting Engineers • 1Rv1NE WATER TRANSM1ss10N MAIN. i ! ~ / -~--, ~ C z /YL ~-□ PALM SPRINGS ERG 11ReCORo ORAWINGQ ~ 46214 1-----P-L_A_N_A_N_D_P_R_O_F,-I-L--,-E------t[ ,_ °§TEVEN D. TEDESCO RCE C039261 EXP 12-31-97 □ CAMARILLO o/B. 7lE REV. OUE TO U7/UTYCONl=UCTS lb. OA1[ __ .,,::,,._;:_:-4"-'":..:l1Jl2."--ST A 584+ 00. 00 TO ST A 593+ 00. 00 i □ SAN BERNARDINO µ...:oA2]<-'-'-l----'--BYC......,f'---''---_;._--'---'--------+---=AP=P.=-D-t---D[-SI_GN_EO_S£_C_rDR-AllN_M_\l\l_-t-CITY-.--OF--~-IC\l-,POR--T-BEA--CH----,r---W--"'-2_53 ___ s_--1i ONE JENNER STREET, SUITE 200 • rw;;n " L _________________________________________________________ _J_ _ _:::::=:::::::._ ___ L?_IR!,'.V::IN:.;E~,~C'..:A:2L~IF~O~R-N_IA_9_2_s_1s _________________ □ __ s_A_N_D_I_E_G_o ____ .,L ______ , ___ :R::;E::Vl:::;Sl:::ON:::S:._ ________ L°'_ECK_E_o_TL_E_LoA_1r_s_JS6 __ L __ ~PU::B::Ll:C_:W::_:O:::R:_::KS::_::DE:P_::A:.:_RTM=EN::_:T:_ _ _J:==SH~~EE~T~4~~0-F-_-_:14~=~;z 714-727-7099 I . t I "'L.. I I I : I I I· I I I I ' I ---i- i I 593 I.() ..-• • O Oz 0 + ,-1-- ~ w w ·I ~ en en . w 1--w en en 11 0 0 • w Oz 0-+ _J r-r) O'> :c I.() u • 1-- <( <( 1--~ (/) 0 '<I" II ' 1" = 40' ---·----0 40 80 594 595 ST. STA. 43+86.94 = <t_ JUNIPER ST. Cl '1 I 596 PR0POS D 24" WATER MAIN REACH NO. 3A JUNIPER STREET CONSTRUCTION NOTES 0 INSTALL 24". CL 52, D.I.P. PER DETAIL EB © POTHOLE UTILITY PER PROJECT SPECIFICATIONS 0 REMOVE EXISTING M.J. CAP, JOINT RESTRAINT AND THRUST BLOCK AND CONNECT TO [)(!STING 24" D.I.P. (JOINT TO BE RESTRAINED) ~ _ @ INSTALL 24" D.I. LONG PATTERN MECHANICAL JOINT .-'JS;,.,__ SOLID SLEEVE. . . _. v· _ .. ".,.....-,, ., _ ,•·v·v-· -, ~~-"-- (~ ~R~;m·; y1i2~ ~-.~~o 0 PLAGE_1~_;1t· -~ir1AL PAY1P1s eAP BELETEo) ~J~srR°GuoJR~ Ac:cEss ·R:.;M; -PER CITY ~~Ysr~ DWG. 11 7-E ® REMOVE AND REPLACE EXISTING CURB AND GUTTER (8" CF) AND SIDEWALK PER CITY OF FOUNTAINN VALLEY REQUIREMENTS @ INSTALL TWO ANODE TEST STATION PER DETAIL @ ~OPTIONAL: 1£ (§) ;~~;~~:~YANO RE;~~ R~CEI◄~; -~t~M~;; REPLACE:ie11r_~ €HILL OEPfl I) S"FR\:JS"FURAL SES"FIOtl DELETED ~./'-'/ ./"•o ,..-\ A_. _,._ __ ,--,<--'\,_ A .. ~ .. __ ~,...a,,, 597 598 599 600 610 JOIN EXIST. 24" D.I.P. ,,5...._,,7..._ STA. 599+20± = ST. STA. 47+20± END CONSTRUCTION 2 STA. 599+ CTS #5 47 i== SLATER AVENUE OAK STREET I EXIST REACH NO. 3 2 !TALBERT CHANNELi I R/W I 14'± STA. 600+00.00 <t_ TEE= ST. STA. 48+00.15 REMOVE TREE ANO TREE WELL PER CITY OF FOUNTAIN VALLEY 'o I o:) / 26'-6" 24'-0" ,,-·--I . I ! I / / 3; REMCJVJ-AND ~EPLAC _) SIDEWALK ( "-i/ I '----1-· _. I 4D'-6" I REPAIR WORK SCALE 1"=10' CD RECORD DRAWINGS 1 hese_ Record Drawings have been prepared based on informalion subm,tted m part by others. While this information is believed to be reliable, ASL Consulting Engineers is not responsible for its accuracy, -1or for errors or omissions Which may have been incorporated into 'hese plans as a result. j I C-3004-W r-A_S_L_C ____ 1 _· __ E ___ ------;□:::;-:-:AR:::::C:-:-AD:::-:-IA:----.-----r-,------------r-n:m!?ll'rll'""-----:-------,--;::;R,=-E A-;;-;C::_;H-;--;;#--,3:,;A.----;;-&-3-::;-;B:;--"-;:;2 4.---;1.-;N-;:;-;CH---.----1 ~ onsu ting ng1neers ■ IRVINE wA TER TRANSMIss10N MAIN ~ ,/2 ~~-□ PALM sPR1Ncs ERG QRECORO /JRAWING 11 R.C.E. 46214 1------=P--L---:A-N-:--A-:-N-=-o--=P-=R--=oc-::F=-1-LE=-------f ~ /4EvEN D.1TEDEsco RCE co39251 EXP 12-31-97 □ CAMARILLO TLE RE:v.OUETour1L1TY coNFucr.s DATE_~,"~-4~-~'l-c. ___ STA 593+00.00 TO STA 599+20+ i 1---l---f------------------+'----'-+------,-------+------------------.--------l;;-ONE JENNER STREET, SUITE 200 □ SAN BERNARDINO DATE BY IIPP'D ()[SIGNED SEC DRAWN MIit! CITY OF I\EWPOAT BEACH W-5253-8 8 "' IRVINE, CALIFORNIA 9261 B O SAN DIEGO DATE 8/96 r-------t 3-714-727-7099 REVISIOl~S OiECKED TLE PUBLIC WCf<KS O[PARTMrnT SHEET 5 OF 14 z I I . --·-,-----·---- 599 "s 1" 40' -----' 0 40 80 600 ± TALBERT CHANNEL R/W 601 i-- - - -_i_ 602 603 24" PIPE= JOIN El<ISTING 24" D.1.P. STA. 601 +20± PROPOSED SL STA. 49+20± hB~E;_G;-:ilN:,:.:..;C"O"'N,;S"'TR""U,:;;C"'T""IO"'N,,...--------{v6, Al._, STA 601 +35± 11 604 605 PROPOSED REACH NO. 24" 3B 606 WATER MAIN 1 607 608 tn, STA. VS CTS 608+80.00 #7 609 610 ..... (() :c ·u <{ I- I-<{ V') ~ CONSTRUCTION NOTES @POTHOLE UTILITY SPECIFICATIONS. PER PROJECT I . r -. ! 0REMOVE EXISTING M.J. CAP, JOINT RESTRAINT AND THRUST BLOCK AND CONNECT TO EXISTING 24" D.I.P. (JOINT TO BE RESTRAINED) SLATER AVENUE RECORD DRAWINGS These Record Drawings have been prepared based on information submitted in part by others. While this information is believed to be reliable, ASL Consulting Engineers is not responsible for its accurac,, nor for ~rrors or omissions Which may have Ileen Jnco,porated 111D these plans as a result. C-3004-W r-A_S_L __ c---1 -. ----. -----=□::--:-:AR=--=c-:-:AD::-:-1A=----.---r~---·------,--n:mi1ivrlr--1-_-~--E:t<>----r-niREr:A.;:c:;;-H;-;;-#----=3,.A----;;-&--:3;;:s;-'-;:;-2 4:;--;;1N"'c;:;;r1-:--1 ~ / qonsu ting Engineers ■ IRVlNE ,-w. ' . WATER TRANSM1ss10N MAIN ~ ~✓£-£---~, □ PALM SPRINGS ERG f/RECOR{;) ORAWING1 &:, U Nk(R R.C.E. 46214 PLAN AND PROF1LE ___ ___, ~ □CAMARILLO rte REv.ouerourtllTYcONFltcrs fil o.t.ir __ "'l-'-'----'·+._...e,--'-=-"'--STA 601+20-r TO STA 610+00.00 :f l--'--+---+--------·------------,f---l------~-------+------------------~---------1~ ONE JENNER STREET, :,,'ITE 200 □ SAN BERNARDINO DAlE BY APP'D llESIGNEO SEC DRAWN M'll8 CITY OF l'EWPOAT BEACH W-6253--S ~ <D ; STEVEN D. TEDESCO RCE C039261 EXP 12-31-97 IRVINE, CALIFORNIA 92618 0 SAN DIEGO CHECKED TI.E DAlE 8/96 ~ L---------------------------------------------------------1~::'.:::=:=::::.. ___ L!,71~4~7~2!,_7::,Z!7o~9~9~ ____________________________ L _______ _:RE~\ll'.s~1::::0N:,:s:_ _______ ..l.......:......::.......:._.L......:.......:. __ L _ __:P~u:~:::uc:,:wo:::R:K.::.s:.:.o~EP:_:A:_R™:=.::rn,::r __ _t _ _'.'.sH::E::.ET:_:8~0F:....!:14~J 2 610 N N tO • • oO oz + 00 I- L[) w .w <! :r: I-(/) (/) • I-w (/) w (/) 11 0 0 • ow oz + _J 0 ..-- tO :r: .u <! I- I-<! (/) ~ N 39· 954.82' II .i,. 0 1" = 40' -------0 40 80 611 612 613 STA. 610+74.82 HORIZ. <> PT.= ST. STA, 58+ 75.04 (2" DEFL.) 59 I- ST. STA. 60+93.70 (2" DEFL.) STA. 611+89.43 HORIZ. <lJ/iT.=~ ST. STA. 59+89.58 I\. \ (2" DEFL.} iJ £TA 6121 15.80 N 89"07' 14" I I 614 615 STA. 614+08.42 HOR12. <l PT.= ST, STA. 62+08.50 (r59'32" DEFL.} = 616 617 PROPOSED 24" WATER MAIN REACH NO. 38 618 I"-00 0 • • oo Oz + tO tO 1-w . w ~ :r: (/) (/) • I-w (/) w (/) 11 0 0 • Ow Oz +-00 _J ..-- tO :r: <t ~ I-<! (/) ~ CONSTRUCTION NOTES 0 INSTALL 24", CL 52, D.I.P. PER DETAIL EB 0 INSTALL 24", 11-1 / 4" BEND AND THRUST BLOCK PER DETAIL @ ® POTHOLE UTILITY PER PROJECT SPECIFICATIONS ® INSTALL 'i' AIR AND VACUUM RELEASE VALVE ASSEMBLY PER CITY OF N.B. MODIFIED STD-515-L, ALTERNATE ORIENTATION ® INSTALL BLOW OFF ASSEMBLY PER CITY OF N.B. MODIFIED STD-525-L @ PROTECT EXISTING TRAFFIC LOOPS IN PLACE OR REPLACE PER PROJECT SPECIFICATIONS. @ PROTECT EXISTING VALVE IN PLACE. ® PROTECT IN PLACE EXIST, WATER LINE AND THRUST BLOCK @ INSTALL TWO ANODE TEST STATION PER DETAIL @ \""-". i ! --i---•• ! ! SLATER AVENUE RECORD DRAWINGS These Record Drawings have been prepared based on information submitted in part by others. While this information is believed toba reliable. ASL Consulting Engineers is not responsible for its accuracy, nor ftM' ell'0l'S or omissions which may have been incorporated Into .._llliiaasaNSUlt. C-3004-W rA_S_L_C_o_n_s_u_lt-·1n_g_E_n_g-·1-ne-e-rs--□::--:-:AR=cA-:-::D:-:--1A--~----r-r---------,------nri~-----=---~-;R=:rE7Ac;:::'j"HT""7,'"# 73AA -;;&::-3=rrs,---'-;:2j"j'"4•1.,;Nc;::;,H.-1~ ■ IRVINE WATER TRANSMISSION MAIN l ~ ~h-c1 □ PALM sPR1Ncs ERG l{RE:CORo DRAWING 1 .C.E. 46214 1------=-P-L_A_N..:.._A_N-=-o-P=--R=--o--=-F-1=--L-E----li -1TEVEND. fEDESCO RCE C039261 EXP 12-31-97 □ CAMARILLO 'f5/,37TLE RE:V.DUETOUTILITYCONFLICTS DATE <j-4,:-'jl. STA 610+00 TO STA 618+00.00 :g f:--..:....-1---+----------------+-===+------,------+-----=---=-----=----=-----,----=--=--=--=----15;- 0NE JENNER STREET, SUITE 200 □ SAN BERNARDINO DATE BY APP'D DES1CNED S£C DRAWN Mll!l CITY OF IEWPORT BEACH W-5253-8 :g f---------1 ,o IR~NE, CALIFORNIA 92618 0 SAN DIEGO CHECKED TLE DATE 6/96 _5?.. L ______________________________________________________ _:_.::::~~::_ ___ L!.7~14!_:-:_;7~2~7,:-!.7~09~9~----------------------------L-------__'.:R::EVl~:5'.'.::10'.'.:'.N.:S ________ J..:..:...:.:.... __ L..:._..:._ _ _J __ .....'.,_PU::.'.B:'.:Ll:::_C_:l'IO::::RK~S'._'.O~E:P'.A:'.:R~TM:(::_:N.'.._T __ _L_'.S'.:H'.:'.EE:.:_T.:._7_:0f~'l-4'.::· :_J z /- 618'-,.-~ 619 620 621 622 623 624 625 899 900 (XJ " 0 • oO oz + (.Q (.Q I-- Li.I . Li.I <( I I-V) V) • Li.I I-Li.I V) V) 11 0 0 • ow oz +::; IX) ,- (.QI .u <( I- I-<( V) ~ 1" -40' --·---- - 0 40 80 5+.At. 661 47.41 C);_ INTERSECTION T. STA. 66+42.41 ST. STA. 10+00.00 (SLATER)= V ALLE'l' VISTA HIGH SCHOOL II .j:>. 0 STA. 623+37 .32 (j2 TEE STA. 900+00.00 BRANCH "B" rS~T~.~S~T~A~.~1~4~+~6~6~.9~9~~'-'--~lO END CONSTRUCTION STA. 899+74.41 17 PRGPOSED_ DOLPHIN WELL 8UILDIN -, TEL _ -1- END CONSTRUCTION STA. 623+85.91 ST. STA. 14+89.99 17 CONSTRUCTION NOTES 0 INSTALL 24", CL 52, D.I.P. PER DETAIL ffi 0 INSTALL 24", 11 -1 / 4" SEND AND THRUST BLOCK PER DETAIL ffi 0 INSTALL 24", 22-1 /2· BEND AND THRUST BLOCK PER DETAIL ljj 0 INSTALL 24", 45· BEND AND THRUST BLOCK PER DETAIL@ @ REMOVE AND REPLACE EXIST. CURB AND GUTTER PER CITY OF F.V. STD. DWG. 108. @ INSTALL TWO ANODE TEST STATION PER DETAIL @ DOLPHINE WELL SITE SEE BRANCH "B" PROFILE ABOVE END CONSTRUCTION ® INSTALL 24", 90' BEND AND THRUST BLOCK PER DETAIL EB ENO CONSTRUCTION 17 STA. 899+74.41 ST. STA. 14+66.99 STA. 623+85.91 17 ST. STA. 14+89. 9 © POTHOLE UTILITY PER PROJECT SPECIFICATIONS ® INSTALL 2" AIR AND VACUUM RELEASE VALVE ASSEMBLY PER CITY OF N.B. MODIFIED STD-515-L, ALTERNATE ORIENTATION ® INSTALL BLOW OFF ASSEMBLY PER CITY OF N.B. MODIFIED STD-525-L @ INSTALL 24" x 16" D.I. TEE (MJ x MJ x MJ) AND THRUST BLOCK PER DETAIL ffi @ INSTALL 24" D.I. SPOOL (PE x PE) MIN. 3' LONG @ INSTALL 24" x 16" D.I. (MJ x MJ) ECCENTRIC REDUCER AND THRUST BLOCK PER DETAIL ffi @ INSTALL 16", CL 52, D.I.P. PER DETAIL ffi @ INSTALL 16", 90" BEND AND THRUST BLOCK PER DETAIL EB @ INSTALL 16" D.I. SPOOL (FE x MJ), MIN. 2' LONG @ INSTALL 16" BLIND FLANGE NOTE: PIPELINE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE EXIST. CURB ANO GUTTER 14 -~w- T "' STA. 623+44.00 1 12 ,__S"'T"'A;;..•-;;6,.,.2,,,3-'-+-;a:37:s'.-is3is-2-i~...-,TT,EE:;;,=,.,.....r,;,r--1l0 STA. 900+00.00 BRANCH B ST. STA. 14+66.99 @- '@ 'ft ,,,B STA. 623+60.32 HORIZ. ST. STA. 14+89.99 I WELL CONTRACTOR. .,,.... o,~~~~ !~~!!~N:~ ~-...,,~=i}=m=~,=~-ol_N_A_V_E_N_U_s;-A-LE-~-~-.. ~-8-~_E_C_T_I_O_N __ D_E_T_A_I_L __ wl---'~--I .,..,.,.,,ffll lh 11,1'11111>' ot1Mr1. Wllile this !nlormalion is believed to bt V fllllflt, M~ Otn1Mll1111 Engl nee rs is not responsible for its accuracy lt'!!.,111' IIIM If oml11lona Whk:ln nnayhavebeenincorporatedlnt~ """' ,11111 II I ruult. <l PT. 15 C-3004-W A,. Consulting Engineers /2-i?~ J D ARCADIA ■ IRVINE □ PALM SPRINGS ERG 5/27, TlE 'Rt.CORO ORAWING If ~11E5(': Well CCXJ/?O/NATION CHANGES R.C.E. 46214 REACH # 3A & 3B 24-INCH WATER TRANSMISSION MAIN PLAN AND PROFILE STEVEN 0. TEDESCO RCE C039261 ONE JENNER STREET, SUITE 200 IRVINE, CALIFORNIA 92618 714-727-7099 EXP 12-31-97 D CAMARILLO D SAN BERNARDINO D SAN DIEGO 5fo"! Tle REV. l:JUE TO UT!l!TY COIVFL{ CT5 DATE BY REVISIONS DATE "i-4 ·'It., APP'D DESIGNED SEC DRAWN MIIB CHECKED TlE DATE 8/96 STA 618+00.00 TO STA 623+85.91 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-52S3-8 SHEET 8 OF 14 !i' " 3' 0 <6 0 a. a. / "' "' 0 / "' 0 <O 0 / z t?, " § • ~ ~ " C C ., ~ g !! s . " '! ~ iii "' " i I 1 ~ " ~ • - u i I 0 r 0 "' n rn 0 0 "' D 0 u rn 0 a ~ '!1 ~ 5 ~ z m D • 0 ' ~ rn !; z JH n ~ ~ □ D z ► \4 ~ "i------,; . ZI I 0 Ei I " L) "' " 0 D ~ !1 z 5 C z ~ m m • TI 0 ' ~ i z !" n " ~ ~ " TI ~ 2 I 0 5 TI 0 rn 0 0 "' 'fl 0 "' 0 "' ~ '!1 □ "' C " - 80' " 24' SLATER AVENUE CURB & GUTTER (TYP,) SIDEWALK (TYP.) .3' 8' 80' 32' 32' a· 3' 5' SLATER AVENUE 100' 8' 42' 8' ( c1 tr Pli'op " G 12' Or-fl; • <<t." 2' ~ 13' tw.o01i' w,i rl; r & Ii' 4B" I) t,iCi-f) 36' o· 450' WEST OF BUSHARD STREET 300' WEST OF OAK STREET MAGNOLIA STREET 120' NORTH OF SLATER AVENUE (LOOKING EAST) NOTES: 1. EXISTING PAVEMENT STRUCTURAL SECTION: CH URCH PROPERTY 2" AC / 4" AB SLATER AVENUE 4" AC / 8" AB MAGNOLIA STREET 6" AC / 12" AB DOLPHIN AVENUE .3" AC / 6" AB 2. PAVEMENT REPLACEMENT PER DETAIL EB .3. CURB AND GUTTER REPLACEMENT PER CITY OF FOUNTAIN VALLEY STD. PLAN 108 (8-INCH CURB FACE) 4. SIDEWALK REPLACEMENT PER CITY OF FOUNTAIN VALLEY STD. PLAN 1 09 ( 4" THICK) 5. DRIVEWAY APPROACH REPLACEMENT PER CITY OF FOUNTAIN VALLEY STD. PLAN 11 0 6. DIVIDER MEDIAN REPLACEMENT PER CITY OF FOUNTAIN VALLEY STD. PLAN 114 TRENCH WALL RESTRAINED 90' BEND ,__, ~';-, 12 .. J PLAN VIEW TRENCH WALL RESTRAINED TEE PLAN VIEW PROPOSED MAIN WATER TRENCH RESTRAINED BEND PROPOSED WATER MAIN I' .. L. .....____ CONCRETE THRUST BLOCK ,,Z~~~ 12" (TYP.;T PLAN VIEW PROPOSED WATER MAIN CONCRETE THRUST BLOCK TRENCH WALL .. ,y,..,x.<, l;W" 1<" /~{ 2" J TRENCH 1 BOTTOM CONCRETE THRUST BLOCK PROFILE VIEW HORIZONTAL BENDS (LOOKING EAST) (LOOKING NORTH) .. 7 TYPICAL STREET CROSS-SECTIONS CD PROPOSED REDUCER (RESTRAINED) PROPOSED r 12" WATER MAIN L ,--,,,-- N.T.S. PROFILE VIEW PROPOSED REDUCER (RESTRAINED) PROPOSED WATER MAIN PROPOSED WATER , MAIN /.~' ';....: L·· I,, ----..L.ITT'-l, • •• PLAN VIEW REDUCER RESTRAINED BEND PROPOSED WATER MAIN ~ );.'y,>; #4 REBAR 1 /2" DIA. REINFORCING STEEL 1-.3' 3/8" THICK FELT PAPER SEPARATION (BARRIER) I CONCRETE THRUST BLOCK PROPOSED WATER MAIN • ' • ? V,<;Y?,Y, ' "' v,,.,, "< 8" HOOK (TYP.) CONCRETE ANCHOR TRENCH BOTTOM 4' FOR 45· BEND 3.5' FOR 22 1/2' BEND 3' FOR 11 1/4' BENO PROP 20' EASEMENT VARIES VARI~ 20'-0PEN 5'-1 ' 1 f /PROTECT EXIST. BLOCK / WALL IN PLACE I ., - < ,, p (LOOKINC EAST) 48' 8' 12' i 20· 8' I I I I I rn ...,,,..-. --~· ~ 'It.I< VARIES-j '--.).. ~ I Ro? ,. ""I>-C f>,C'<'- L ?.. ~ '\ 'o'-" • :.j,ROI< VAR1Es7 : \ --< "o~ t1-'i.. ~ \.. c\°' DOLPHIN AVENUE (LOOKING EAST) LOCATION OF SECOND SAWCUT LOCATION OF ORIGINAL SAWCUT • I -1 /2" FINAL PAVING CAP - TRENCH RESURFACING ffi ~---+---BACKFILL SHALL BE NATIVE (IF ACCEPTABLE) OR IMPORT SOILS COMPACTED TO AT LEAST 90% RELATIVE COMPACTION. (SEE PROJECT SPECIFICATIONS) IT-ITT-i I I 5" MIN. H (TYP.) NOTES: 1. 2. 3. 4. WHERE WET, UNSTABLE OR RUNNING SOIL IS ENCOUNTERED, SOLID SHEATHING IS REQUIRED FOR ALL VERTICAL TRENCH WALLS. MINIMUM RELATIVE COMPACTION REQUIREMENTS SHALL CONFORM WITH ALL PERMIT REQUIREMENTS AND SHALL AT NO TIME BE LESS THAN 90%. BEDDING AND BACKFILL SHALL BE PER CITY OF NEWPORT BEACH STD-106-L AND PROJECT SPECIFICATIONS. TRENCH WIDTH SHALL BE O.D.+ 12" MINIMUM OR O.D.+20" MAXIMUM, INCLUDING THICKNESS OF TRENCH SHORING OR SHEETING. TYPICAL TR~~SCH SECTION ED NORTHERLY LIMIT (SLATER & DOLPHIN) EASTERLY LIMIT (MAGNOLIA) SOUTHERLY LIMIT (SLATER & DOLPHIN) WESTERLY LIMIT (MAGNOLIA) LIMITS OF 1 -1 /2" GRIND & 1-1 /2" FINAL PAVING CAP. A B LOCATION OF I SAWCUT & TACK COAT (TYP.) 1-1 /2" GRIND (TYP.)• SECOND SAWCUT I LOCATION OF ORIGINAL SAWCUT I Os;," 000a 0 REPLACE AC. PVMT,o <:::> PER TABLE I REPLACE BASE MATERIAL PER TABLE 1 TRENCH WIDTH + 24" EXIST. BASE BACKFILL PER TABLE 1 TRENCH PAVEMENT REPLACEMENT LOCATION FIRST AMERICAN BAPTIST CHURCH PARKING LOT DOLPHIN AVENUE • NOT REQUIRED WI THIN CHURCH SITE. A.C. PAVEMENT REPLACEMENT THICKNESS EXISTING + 1" TABLE 1 BASE REPLACEMENT THICKNESS EXISTING A B 1 -1 /2" FINAL PAVING CAP- EXIST. A.C. PAVEMEl~T I I (t PIPE EXIST. A.C. PAVEMENT----~ iRENCH WJTH + 24" SAWCUT & TACK COAT (TYP.) 1-1/2" GRIND (TYP.) BACKFILL DETAIL EB 0 REPLACE AC. PVMT. PER TABLE 1 12" 112" I EXIST. BASE REPLACE BASE MATERIAl PER TABLE 1 BACKFILL PER DETAIL EB PAVEMENT REPLACEMENT DETAIL TRENCH PAVEMENT REPLACEMENT FULL LANE PAVEMENT REPLACEMENT NOTE 1. A.C. PAVEMENT TRENCH REPLACEMENT SHALL BE PLACED FLUSH WITH ADJACENT EXISTING A.C. PAVEMENT. PRIOR TO PLACEMENT OF 1-1/2" FINAL A.C. CAP, THE PREVIOUSLY PLACED A.C. PAVEMENT TRENCH REPLACEMENT SHALL BE GRINDED ALONG WITH ADJACENT EXISTING A.C. PAVEMENT AS SHOWN ABOVE. NOTES: PROFILE VIEW VERTICAL BENDS -STA. 619+00± TO 619+96± EXISTING + 1" (MIN 6") EXISTING SEE OTE 4 DETAIL EB FULL LANE REPLACEMENT 2. TRANSVERSE TRENCHES ARE ANY TRENCHES WHICH ARE PERPENDICULAR TO THE STREET CENTERLINE, I.E. AIR & VACUUM RELEASE INSTALLATIONS, BLOWOFF INSTALLATIONS , C.P. INSTALLATIONS, CROSSING OF MAGNOLIA STREET FROM STA. 585+24.09 TO STA. 585+83.09, CROSSING OF 1. THRUST BLOCKS / ANCHORS SHALL BEAR AGAINST UNDISTURBED SOIL, BACKFILL COMPACTED TO 10D% RELATIVE COMPACTION OR CLASS 100 E 100 SLURRY. 2. 3. 4. 5. 5. THRUST BLOCKS / ANCHORS SHALL BE KEYED NO LESS THAN 12" INTO UNDISTURBED SOIL OF TRENCH WALL / BOTTOM. THRUST BLOCKS / ANCHORS CONCRETE SHALL NOT BE POURED ON ANY FITTING BOLTS OR FASTENERS. MINIMUM CONCRETE COVER FOR REBAR SHALL BE 3". MINIMUM CONCRETE COVER AT HOOKS SHALL BE 4". PORTIONS OF REINFORCING STEEL NOT EMBEDDED IN CONCRETE SHALL BE COATED WITH 80 MILS OR MORE OF COLD APPLIED BITUMASTIC MATERIAL. ALL FITTINGS (BENDS) SHALL BE MECHANICAL JOINT DUCTILE IRON FITTINGS AND SHALL BE FITTED WITH MEGALUG (OR APPROVED EQUAL) JOINT RESTRAINTS. RECORD DRAWINGS Tl,ese Record Drawings have been prepared based on inlormaliO~ iuftlmilted in part by others. WhUe this Information is believed to bi r11liable,ASL Consulting E11gineers is not responsible for its accuracy, nor for errors or omissions which may haw blllln •--•11111 lhttl thelt plans as a result -STA. 619+96± TO 623+60.32 MAGNOLIA AVENUE -STA. 583+67± TO 585+24.09 -STA. 585+8.3.09 TO 587 + 16.26 SLATER AVENUE -PIPE 2.3' OFF (i;_ -PIPE VARYING 19' TO 23' TRANSVERSE TRENCHES (SEE NOTE 2) OFF ~ 7" 20" 6" 18" PER STREET PER STREET REQUIREMENTS REQUIREMENTS 12· 6' 12' 13' 8' 7' 7' 6' SEE OTE 3 6' DETAIL EB DETAIL EB 2-SACK CEMENT SLURRY FULL LANE REPLACEMENT FULL LANE REPLACEMENT FULL LANE REPLACEMENT SLATER AVENUE FROM STA. 618+47.38 TO STA. 619+03. 3. CONTRACTOR SHALL GRIND AND PLACE 1 -1 /2" FINAL PAVING CAP ON THE NORTHERLY BIKE LANE .AND NORTHERLY WEST BOUND TRAVEL LANE (LIP OF GUTTER TO LANE LINE.) 4. CONTRACTOR SHALL GRIND AND PLACE 1-1 /2" FINAL STREET ~ TO EASTERLY LIP OF GUTTER PAVING CAP FROM REPAVING DETAIL N.T.S. ED C-3004-W As □ ARCADIA REACH # 3A & 38 24-INCH L Consulting Engineers ■ IRVINE wA TER TRANSMIss10N MAIN ~ / ~ 1---+---+----------------+---l ~¼~~~~;;:il,~~ 1-----------------------l 0 </~ ~?:<-:::--., 0 PALM SPRINGS E R.C.E. 46214 TYPICAL STREET SECTIONS AND §_ TEST PRESSURE IS 225 PSI. sfivEN D.TEDESCO RCE 0039261 EXP 12-31-97 □ CAMARILLO OATE __ <j_._·__.'1.__·_,j ... t.__ MISCELLANEOUS DETAILS :cg TH Ru s TN T~L OCK s 0 ONE JENNER STREET, SUITE 200 □ SAN BERNARDIN° I--OA-TE-+--8-Y -+-------------t---,o-t-Df-SI_GN_ED_Sl:-,-C --,--IJR-AWN_S[_C_-+-CITY--OF--N:-WPOFIT ___ BEA __ CH ____ r I-_-_-w=_--5=2=53-==8==: i L ________________________________________ 8 ________________ .::::::::::::::_ ___ L:!..~l.:~!.:~:2~~·2Z,i::,-A!_~6~Fi~:!.,_N_IA_ 9 _ 2 _ 6 _ 18 ________________ □ __ s_A_N_D_I_E_G_O ____ L _______ _:::RE:_:'v1:::S1:D:.:,:NS:.._ _______ _J__CH_ECK_E_o __ TLE_..Lo_ATE_6_/9f> __ ,L _ _;P~U=BL::,IC:..::,W::,OR:.:_:K,:S_:O.:_:EP..:_A::.:_RT:_::M_:EN~T--....L-,:SH~E::E:._:19:_:0:._F.:_'!4.:_. __J '.,, I I l CITY OF NEWPORT 1 O: EASEMENT PROPOSED l_ -WELL SITE \ r I I I I I I I I I I L CITY OF NEWPORT BEACH 20' EASEMENT EXIST 20' ------;--... ACCESS & --~ UTILITY EASEMENT - I ' -) i _J. \ SANTA CLARA TRASH ENCLOSURE \ / FIRST AMERICAN BAPTIST CHURCH (/ /1 1' . - 31 -----,.: ____ 1 ~ 'l_/ ' : 't\ D. T <.; 0 i \I ! \ TRE ',RE DE ---- -',. - ,' PROPOSED PHASIN • " LIMITS • -\ II (.,I 0 --•---___ , ----'--------.------·------~----· \--· _-_ -:\_-:-:-: __ -\:--___ ~,_ -_-_\ __ -~--·\-: __ x--___ j ____ ::. ____ _ ·\ -_ -\-----y--·:-\:--:-- -\-=-=s_:: --:-\-:--:: y------y·---_ -\✓--\ - ------------------------------------------- >_~---·-·_r ___ (;-_· -----,--: ::-:-::::::::=:=~=-:::::::;:=:!?;:_-::::::::~: :_/ ;~---_-:_:~:-:{-,:-: __ ::: :-::/~:-:-:-:-:-:-:-:-:~-:-::--:-:-:-:( I ASL Consulting /2 // - --_--.d-_--_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_ ~ t:' ;-7'/"~.,, ,.:,,K(.,~-";~~ ; ii,::;-;;~.,.;, -;-~ -t~,I_,~, ~ CITY OF NEWPORT BEACH 20' EASEMENT Engineers __ ___,----------- ( □ ARCADIA ■ IRVINE □ PALM SPRINGS CONSTRUCTION NOTES @ INSTALL CURB AND SIDEWALK (4" THICK MIN.) PER CITY OF FOUNTAIN VALLEY STANDARDS AND TO MATCH /----EXISTING SIDEWALK ADJACENT TO PARKING LOT ( 1 @~s¥~-;;~--;-;;~R~-"f~·;;c;~~"';;"l \.. L:ll BE+nll DELETED J'.~/'-.A.-··'r -,_,,.J""'@)s~R~(l) AND RESTRIPE EXISTING PARKING LOT PER PROJECT SPECIFICATIONS. ® REMOVE AND REPLACE AC PAVEMENT (FULL DEPTH), SLURRY SEAL (TYPE 1), ANO RESTRIPE PER PROJECT SPECIFICATIONS ® PROTECT IN PLACE ALL CONCRETE CURB STOPS LEGEK> TYPE I SLURRY SEAL AND RESTRIPE. TRENCH REPAIR PER PROJECT SPECIFICATIONS. REMOVE & REPLACE AC PAVEMENT (FULL DEPTH), TYPE I SLURRY SEAL AND RESTRIPE LIMITS OF POSSIBLE CONSTRUCTION PHASING. . .,. ' w z ::::; OJ °' ~ u 6" 1-w w a: LL u BATTER 3:12 ,1 \ r u I- C/) <( -_J 0 z ~ <C :E 'u:, .. 6" CURB N.T.S. f RECORD DRAWINGS --- LIGHT POLE 6" CONCRETE C PER DETAIL ABOV n111e Record Drawings have been prepared based on information 1111bm!lted In part by others. While this information is believed lo be rtllable, ASL Consulting Engineers is not responsible for its accuracy, nor far errors or omissions which may haw been Incorporated Into thne plane aa a re.ult. C-3004-W REACH # 3A & 3B 24-INCH WATER TRANSMISSION MAIN 46214 CHURCH PARKING LOT REPAIRS □ CAMARILLO IREcORD ORAWING11 DATE "'·'I ·jt:.. STEVEN D. TEDESCO RCE C039261 EXP 12-31-97 El<XS 3 ONE JENNER STREET, SUITE 200 □ SAN BERNARDINO DATE BY IRVINE, CALIFORNIA 92618 714-727-7099 □ SAN DIEGO REVISIONS APP'D DESIGNEO SEC CHECKED !LE DRAWN MWB DATE 8/96 CITY OF IEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5253-8 SHEET10 Of" 14 0 ., '-' " 0 "' 0 u >-/ "" .,., ,S?, <D 0 <D 0 / z J ! I ~ § § ' " " ,. m ~ • 0 ~ ~ rn • " z "" n ,,. C 8 " z " -C) -I?- ~ .,, \; z I ~ ~ " 0 ~ " 0 'U "' 0 " ~ ~ z 6 C z ~- >---------CONCRETE TEST BOX SEE WIRING DIAGRAM EB I ,--WARNING TAPE 12· 24" ' • . . I ,., . . I ,,,. ,. . I I I I I I -~--,---'-~-1 I I I I ,, L . -------~ I 2-No. 12 THWN (WHITE) ANODE LEAD WIRES ' • Jl 1 1 /2" PVC CONDUIT (SCHEDULE 40) 48 LBS. PREPACKAGED MAGNESIUM ANODE (TYP) SEE DETAIL ~ (2 REQUIRED) '1].7 -1 I I I I I \ I I ) I I ( I I vi I , ) I ' I I I __..---2-No. 8 HMWPE , 4 PIPE LEAD WIRES 7 ~' I p: .,,./ -ALUMINO-THERMIC . / WELD. (TYP) SEE I I DETAIL @ 101 12' 12 l'_J 24" TM ~~------'- 5' MIN SEE GENERAL CP NOTE No. 3 AND No. 4 TWO ANODE TEST STATION N.T.S. ED 24" CONCRETE TEST BOX SEE DETAIL LI::-i w LJ· ·\·· •• -·1 I I • • I~ " ~ ~;,,i i" ,: v'"'..,_.,,..., /'""'/',..,,.., //"""/'' /,'/"/.,,./7/"7, /'7/--,· /...,,..., //,...,-/,,...,,.. //r/.,-/.,,./.,,.. /7/7/7/--,/--,.--, /_,,,../1-. -. -.~. • J: ~ I I I 12· ~~-~ 1-,-----------"",-----,'-,/ : I t I [\. "-/ I ., I / / II 1·· L" -__J I I BRASS TAGS (TYP) I I STAMP "24", TM" I I WARNING TAPE I I ~-2-No. 8 HMWPE I c I ~-1 1 /2" PVC CONDUIT PIPE LEAD WIRES (SCHEDULE 40) I I i (S); L ___ _J 24" TM SEE GENERAL CP NOTE No. 3 I ALUMINO-THERMIC WELD. (TYP) SEE DETAIL ffi w ,----No. 4 REBAR (TYP) No. 8 AWG HMWPE INSULATOR TEST LEADS p n...,c _.,../'- 4 -1:,,.4~-------L-+l ----2-No. 2 THWN I • .-, ---~ __..I--t --, · (WHITE) ANODE 18" MIN. SLACK-----!"'_ -LEAD WIRES WIRE IN BOX (TYP 1- ALL WIRES) I -----NATIVE SOIL ANODE TEST STATION-WIRING DIAGRAM N.T.S. ED LIST OF CORROSION TEST STATIONS CTS No. STA No. Dist Cum dX No. of No. of Comment REACH 1 2 3 4 5 ~EACH 6 7 8 9 3A 3B 575 576 583 587 591 599 599 601 601 608 616 622 623 + 71 + 77 + 90 + 90 + 40 + 05 + 20 + 20 + 40 + 80 + 40 + 45 + 86 0 106 713 400 350 765 15 200 20 740 760 660 141 Fl 0 106 819 1219 1569 2334 2349 2549 2569 3309 4069 4729 4870 TOTAL ANODES 4W 4W 2W 4W 4W 4W 4W 4W 4W 2 2 0 2 2 2 2 2 2 16 BEGIN CONSTRUCTION JOIN EXISTING JOIN EXISTING END CONSTRUCTION GENERAL CATHODIC PROTECTION NOTES 1. ALL MATERIALS AND INSTALLATION METHODS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS, THE TECHNICAL SPECIFICATIONS AND THE STANDARD SPECIFICATION FOR PUBLIC WORKS PROJECTS. 2. UNLESS OTHERWISE NOTED, DRAWINGS ARE NOT SHOWN TO SCALE. 3. CORROSION TEST STATION NOTES: A. ALL TEST STATIONS SHALL BE THE AT-GRADE TYPE WITH A CONCRETE TEST BOX SUITABLE FOR VEHICULAR TRAFFIC. B. PROVIDE 18" SLACK WIRE AT WELD TO PIPE AND COILED IN TEST BOX. C. BOTTOM OF TEST BOX SHALL BE NATIVE SOIL. DO NOT PLACE ROCK, GRAVEL OR SAND IN TEST BOX. D. A CONCRETE PAD (24" SQUARE x 6" THICK) AROUND TEST BOXES ARE REQUIRED IN UNPAVED AREAS. E. JACK AND BORE WIRES UNDER PAVEMENT WHERE REQUIRED. 4, THE MINIMUM HORIZONTAL DISTANCE OF ANODE FROM CENTERLINE OF PIPE IS 5 FEET. THIS DIMENSION CAN BE EXTENDED TO STAY WITHIN RIGHT-OF-WAY OR TO AVOID OTHER UTILITIES. 5. CONTRACTOR SHALL DOCUMENT ALL CHANGES FROM THESE DRAWINGS AND SUBMIT RECORD DRAWINGS TO THE CONSTRUCTION MANAGER PRIOR TO COMPLETION OF THE WORK. 6. NO WIRE OR CABLE SPLICES ARE PERMITTED EXCEPT AS SPECIFICALLY APPROVED BY THE CITY. 7. WIRE CONNECTIONS TO PIPE SHALL BE MADE BY THE ALUMINO-THERMIC WELD PROCESS SHOWN ON SHEET 12. ATTACH 1 WIRE PER ALUMINO-THERMIC WELD. ALL WELDS MUST BE SEPARATED BY 6" MINIMUM. 8. ALL BURIED, NON-WELDED PIPE CONNECTIONS, i.e. PIPE JOINTS, COUPLINGS, FLANGES, VALVES, ETC., THAT ARE NOT SPECIFICALLY DESIGNATED AS INSULATED CONNECTIONS SHALL BE BONDED AS SHOWN ON SHEET 12. 9. ENCASE ALL DIP IN 8 MIL POLYETHYLENE (P.E.) SHEET PER AWWA C-105. ALL FITTINGS, FLANGES, VALVES, COUPLINGS AND APPURTENANCES SHALL BE LOOSELY WRAPPED WITH TWO ( 2) LAYERS OF P.E. SUCH THAT PLASTIC WILL NOT TEAR DUE TO SOIL PRESSURE. RECORD DRAWINGS These Record Drawings hav be 5~I~ed in part by others. "whi~nt~~•~;:= iso~::::;~i: re a ,ASL Consulting Engineers is notresp0nsibleforits nor for errors or omissions which may have bee I accuracy, ll1eH plans as a result. n lleorporaled Into G-3004-W ASL C I , E , □ ARCADIA REACH # 3A & 38 24-INCH 0 '?:\)l~~s;~,1/-1("" onsu ting ng1neers ■ IRVINE ,,,,.,,,1,~/~.,~~~/ ~~-.____W_A T_E_R_TR_A_N_S_M_lc_.:iS_I_ON_M_A_IN_. ---I~ ,5:f ,,_<..;. /'\ ""' "' ..----. t---+---+---------------+---1 = ~ ,-.:.._,/! ,I u>~ ~ Z □ PALM SPRINGS ui,unEs~EE~R.C.E.46214 ~ ~ :;;;o.Ci 3~111:.fJ ~ /stv!N---=D,.~ RCE co39261 EXP 12_31 _97 □ CAMARILLO 1-----+--+------------+---1 DATE 'l·1-'lk CATHODIC PROTECTION DETAILS ~ * ~lll-1 -!rt911 * l-----t--+------------+---+-----.-----t-----------,-------1 '.;- v"-:;, ~vf1 V\\. #.:;< ONE JENNER STREET, SUITE 200 □ SAN BERNARDINO DATE BY APP'o D!:SIGNEO CAW ORAVIN OPH CITY OF fEWPORT BEACH W-52tta-S ;g tor C'\.\~cy IRVINE, CALIFORNIA 92618 □ SAN DIEGO f--------1 ;g L _______________________________________________________ _:::;:'~":::::.._ __ _J....]_7:!_14~-=-7~2~7'.,:27'._20!!:99~ ____________________________ L _______ _:RE:_:Vl::Sl'.:'.ON::::S:.__ _______ _LCH....:._ECK_E_D_EAD..:.__J_0_ATE_8.:_/96 __ L _ __'.P::'.U:BL::,::IC:._W:_:,O::::R:KS:'....'.'.:DE'.:'.:P.::AR::_:TM:E::N'..'..T __ _j__s:H:EE:.:T..'.11~0::::F_14~_J; -- 0 I ._ -..r:.. ~ 2 I 0 6 • ~ 8 i CD CD 0 ~ m n ~ ; ~ ~ z 5 . ~ z ~ ro s ~ . ~ ~ -" ~ a ~ z "" n >-t: ~ 0 '" z " '-ft,--------ANODE LEAD No. 12 AWG NOTE: I, 11 11 11 I 11 11 11 11 11 11 1. SEE TECHNICAL SPECIFICATIONS FOR ANODE INSTALLATION ANO SOAKING REQUIREMENTS. 2. DO NOT SUSPEND ANODE BY LEAD WIRE. 3. MAGNESIUM INGOT SIZE: 5-1 /2" x 6" x 5" x 32" LONG. WT. 48 LBS. PRE-PACKAGED WEIGHT 98 LBS. WITH THWN INSULATION (WHITE) --..__ __ CRIMP CONNECTION WITH SILVER SOLDER OR BRAZE CLOTH BAG --GALVANIZED STEEL CORE ---MAGNESIUM INGOT (48 LBS) _,,....--SPECIAL BACKFILL MAGNESIUM ANODE HIGH POTENTIAL Alloy Composition Element Weight % Al .01 MAX Mn 0.05 to 1 .3 Zn 0.002 MAX Si 0.002 Mox Cu 0.02 Mox Ni 0.001 Max Fe 0.025 Mox Other 0.30 Mox Mg Remainder SPECIAL BACKFILL COMPOSITION 75% GYPSUM 20% BENTONITE 5% SODIUM SULFATE MAGNESIUM ANODE ED N.T.S. No. 2 HMWPE BONO WIRES (TYP) B&S SEE NOTE 5 SINGLE POLYETHYLENE WRAP AT BELL AND SPIGOT. NOTES: 2 BOND WIRES ~-----ALUMINO-THERMIC WELD (TYP). SEE DETAIL® 8 MIL POLYETHYLENE ENCASEMENT. SEE GENERAL CP NOTE 9 (SHT 11). COUPLING 3 WIRES ~-DOUBLE POLYETHYLENE WRAP AT FITTING. 1. BONDING WIRES SHALL BE AS SHORT AS POSSIBLE ANO SHALL BE LAID FLUSH AGAINST PIPE & FITTING. 2. ALUMINO-THERMIC WELDS SHALL BE 6" APART MINIMUM. 3. DO NOT WELD ON BELL. 4. ALL WELDS AND WIRES SHALL BE FULLY ENCASED IN POLYETHYLENE. 5. APPLY POLYETHYLENE LOOSELY OVER IRREGULAR FITTINGS. DIP MECHANICAL JOINT BONDING N.T.S. ED TEXT BOX N.T.S. CAST IRON TRAFFIC COVER MARKED "CP TESr' CONCRETE BODY TRAFFIC RATED COVER WEIGHT: 12 LBS. BODY WEIGHT: 54 LBS. ED STEP 1 STEP 2 STEP 3 HANDLE (!:Jj) GRAPHITE COVER ., ·' ( STARTING POWDER METAL POWDER FILE SURFACE TO STRIP INSULATION METAL DISC BRIGHT METAL FROM ANO CLEAN WELD CAP STEP 4 WIRE GRAPHITE CABLE HOLD WELDER FIRMLY WITH OPENING AWAY FROM OPERATION AND IGNITE STARTING POWDER BITIMINOUS COATING STEP 5 STEP 5 REMOVE SLAG FROM CONNECTION COVER CONNECTION WITH PRE-FORMED WELD CAP COAT WITH A BITUMINOUS COMPOUND SEE NOTE 3 NOTES: 1. WELDER SHOWN IS FOR HORIZONTAL SURFACES, FOR VERTICAL SURFACES SIDE WELDER IS REQUIRED. 2. ALL WIRE WELDS SHALL BE 6 INCHES APART, MINIMUM. 3. ALL EXPOSED METAL (STRUCTURE, WIRE, & WELD) SHALL BE COVERED WITH 2 COATS OF PRIMER AND AN ELASTOMERIC WELD CAP. THEN OVER-COATED WITH BITUMINOUS COMPOUND OVERLAPPING PIPE COATING BY 2 INCHES MIN. 4. USE WELD CHARGERS FOR "CAST IRON". DO NOT USE WELD CHARGER FOR "STEEL". ALUMINO-THERMIC WELDED N.T.S. RECORD DRAWINGS These Record Drawings have been prepared based on Information submitted in part by others. While this i nlormation is believed to be reliable, ASL Consulting Engineers 1s not responsible for itsaccuracy, nor for errors or omissions which may have been incorporated into U1ese plans as a result. MOLD C-3004-W ASL C I . □ ARCADIA REACH # 3A & 38 24-INCH onsu ting Engineers ■ IRVINE WATER TRANSM1ss10N MAIN ~ / /// 0 PALM SPRINGS !NEER R.C.E. 462141----------------------I 8 "/vL ~, ~-4-,«< CATHODIC PROTECTiON DETAILS ~ 'STEVEN D. TEDESCO RCE C0.39261 EXP 12-.31-97 0 CAMARILLO DAfE __ _..:,_:..i.;;;.c.u&__ ~ l--+---+-------------+--+-----r-----+-------------,-------15'- 0NE JENNER STREET, su1TE 200 □ SAN BERNARDINO DATE av APP'o DESIGNED cAw DRAWN oPH CITY OF l'EWPORT BEACH i-_w_-_s_2_53-_• _s_-1 ( ______________________________________ L ________________ ...!..;;.,_==~~=-----L~~~~~:.:~2~·~2~i-:.A~~~~i!2;'....N_1 A_ 9 _ 2 _ 6 _ 18 ________________ □ __ s_A_N_D_1_EG_o ___ _JL _______ ...::,:RE:..:'ll:Sl:.:::ON::.:S:.... _______ _L_CH_tCKE_o_t_A_o_j_0_ATE_8_/<Jo __ L _ __:P~U::B::.LIC:..,::'ll:OR:K:S..:D:EP.:.A:R™=EN~T__:_-1_.:sH::E::E.:,:T1::2:.:0:...F..::11!..::.,,_J-;, ~ ~ ' ,, , I I ~ ~ s ' ~ ~ • , " § @ fl e . ~ ~ ,, .;, ~ I I < - ~ . 0 ' -" n • < :?I 2 "' n le 2l D z ,,. 'D ~ X 0 6 ~ " 0 n 'fl 0 ~ 0 ~ ~ z 0 C z < m m • • 0 ' ~ , • » z !" " le ~ 0 n z ;; G 2 ;i: 0 l:i n 0 m 0 0 " n 0 -u rn " n ~ ~ z 0 C z < m m • n 0 ' :\i m • • z !" 0 )> ~ ~ i -pJ 0 I - STA. 585+26± Ml,GNOLIA STREET II • ; w : ,·: K! ~ N 0 SEE DETAILEB TA. 585+75± MAGNOLIA STREET Ul ' en' (Jl ' / PHASE 1: PHASE 2: ' ' I ' ' USE STD. USE STD. TC10 TC11 MAGNOLIA STREET SCALE: 1 "= 30' tn : en ' (J)' . TC9 G) NOTES: 1. ALL TRAFFIC CONTROL SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF FOUNTAIN VALLEY "CONSTRUCTION / MAINTENANCE WORK TRAFFIC CONTROL PLANS", 1993 EDITION. 2. AT THE END OF EACH WORK DAY, CONTRACTOR SHALL EITHER BACKFILL AND PL.ACE BASE PAVEMENT OR STEEL PLATE EXCAVATIONS AND OPEN ALL TRAVEL LANES TO TRAFFIC (SEE NOTE NO. 3 FOR EXCEPTION). STEEL PLATES SHALL BE TACKED DOWN OR SPIKED AND TEMPORARY AC PLACED AS REQUIRED BY THE CITY OF FOUNTAIN VALLEY. ALL LANES SHALL BE OPEN FOR TRAFFIC AT THE END OF EACH WORK FOR THE FOLLOWING LIMITS OF CONSTRUCTION: STA. 583+67± TO STA. 587+78± STA. 612+76± TO STA. 614+09± STA. 617+87± TO STA. 623+85.91 tl N + (j) (j) .., ;:5 Vl -H 0 N + -0 <O ;:5 Vl w > < a: ······-------! 61 w ----,--I ~ \ \ PHASE 1: PHASE 2: PHASE 3: 3. FOR CONSTRUCTION IN SLATER AVENUE, EXCLUDING THE MAGNOLIA STREET, BUSHARD STREET AND DOLPHIN/DIXIE STREET INTERSECTIONS, CONTRACTOR MAY UTILIZE THE NORTHERLY BIKE LANE AND ADJACENT TRAVEL LANE FOR STORAGE OF NECESSARY EQUIPMENT AND MATERIALS OUTSIDE OF NORMAL WORKING HOURS. CONTRACTOR SHALL EITHER: A. BACKFILL AND PLACE BASE AC PAVEMENT OR STEEL PLATE HIS EXCAVATION. STEEL PLATES SHALL BE TACKED DOWN OR SPIKED AND TEMPORARY AC PLACED AS REQUIRED BY THE CITY OF FOUNTAIN VALLEY. 8. COVER HIS EXCAVATIONS WITH PLYWOOD OR CHAIN LINE FENCE SHEETS AND SECURE THE PERIMETER OF THE WORK AREA WITH K-RAIL AND TEMPORARY FENCING . ALL TRAFFIC CONTROL DEVICES ARE TO REMAIN IN PLACE DURING NON-WORKING HOURS AND SHALL BE REFLECTORIZED. TC9 BUSHARD STREET / " ----' 62 ' -------ii- _l ' • . . . '' i.: USE STD. TC9 FOR BUSHARD STREET AND TC20 FOR SLATER AVENUE USE STD. TC17 FOR BUSHARD STREET AND TC20 FOR SLATER AVENUE USE STD. TC20 FOR BUSHARD STREET AND TC9 FOR SLATER AVENUE Rt.CORD DRAWINGS -H 0 -+ n -<O <{ .... Vl -H n ,-.. + n -<O d Vl W--~ ~ ...1-C/J ij ---II ... -' SEE DETAIL9 -----....,._~~~------ DOLPH!N STREET -H -N + OJ -<O TC9 g DIXIE STREET ) 1,_\ . \ _ __/ --518-~ 66 PHASE 1: PHASE 2: \. ____ _ _67 i, i ; i .. DOLPHN STREET USE STD. TC9 FOR SLATER AVENUE. SEE DETAIL~ FOR CLOSURE OF SOUTHBOUND DIXIE STREET. '117 USE STD. TC17 FOR SLATER AVENUE. IN ADDITION PROVIDE "RIGHT TURN ONLY" SIGNS (R41) AT INTERSECTION FOR SOUTHBOUND DIXIE STREET AND NORTHBOUND DOLPHIN STREET. PHASE 3: USE STD. TC9 FOR SLATER AVENUE AND TC16 FOR DOLPHIN STREET. BUSHARD SLATER INTERSECTION These Record Drawings have been prepared based on information tubmltted In part by others. While this information is believed to be rallable, ASL Consulting Engineers Is not responsible for its accuracy nor for errors or omissions Whiell mayhavebeenill4;orporatedln~ lhlM Plllll U a retult. DOLPHIN SLATER INTERSECTION SCALE: 1 "=30' SCALE: 1 "=30' C-3004-W r-A_S_L_C ____ I -. __ E ___ ------:□::--:-:AR::c~Ao::-1A:----.---r---r---------r-nPl'll~---=----.-nRErA:::"'iC"'H,;;#.....,37'A:---;;:&""""'3'7"rB:;--'-;:;-2 4:.---clN;:,:C;::_;H.--I ~ onsu ting ng1neers ■ 1Rv1NE ' ,1. WATER TRANSM1ss1ON MA1~1 ~ l---+---1---------------+----I :'.::~~~;i~/.~~~rsii4-1-----------------------10 □ PALM SPRINGS u: R.C.E. 46214 o □ CAMARILLO DAJE _ _:i4-=.::,•4L:;-'i::u,C.L__ TRAFFIC CONTROL PLAN ~ l--+--+--------------l---+------r------1---------------,----------l~ --TEVEN D. TEDESCO RCE C039261 EXP 12-31-97 ONE JENNER STREET, SUITE 200 □ SAN BERNARDINO DATE BY APP'D DESICNED SEC DRAWN MWB CITY OF Nl:WPORT BEACH W-5253-S :g L _______________________________________________________ .:..__:~::::::;:::::_ __ __L....l..lR.:,'.Vl!.,:N~E~,~C.:AJ..U2:F~OR!..N_I_A_9_2_6_18 _________________ □_S_A_N_D_I_E_G_D ____ L _______ __:_:R:,:EVl::,:S::IO_'.:::_S ________ LCH_E_0<_ED_ll_E_Lo_A_TE_a;_96_..J __ ....:_PU::_:B:Ll:C_:WO:.:::::RK2.:S~D:_::E:_:PA_:R:_::Th:1E::,:N.:,_T __ J1-L-_-_:S=HE;E=T13;~o~F=1;i=~~z .. 714-727-7099 I I ~ a ~ ~ s a " § " " , ~ D □ m D ~ z C z m m D 0 ' rn • D ...... 0, u ~ '.I'. ~ fl §! i'I ~ 0 2 • ~ z !" 0 l> C 2J " z !> C20 (BIKE) T WARNER AVE. C5(RT) ◄ C5(RT) T ,---------~··,--------sc:::- SLATER AVE. c5 LT T SLATER AVE. TALBERT AVE. >--(/) '<' c§ -- vi D z :3 "' w z - C7 ◄ WORK AREA CHURCH SITE -C5(RT) C7 T tii <( ::; 0 z :ii ::;; BIKE LANE DETOUR >-' (/) 0 ~ I (/) 0 m t .f 5(RT) N.T.S. DOLPHIN ST. - BIKE LANE DETOUR N.T.S. LEGEND H "" -rzzz.21 SIGN TYPE II BARRICADE BARRICADE MOUNTED SIGN TRAFFIC FLOW WORK AREA >--(/) '<' c§ WORK AREA tii >--(/) a: 0 I '<' 8 Q'. m ED C5(LT) al C5(RT) T - G) L --C20(BIKE) ◄ SLATER AVE. WARNER AVE. SLATER AVE. ui '<' <( 0 -- vi 0 z :3 ,< w z t -"-C5(RT) ◄ C5(RT) >--(/) Cl a: <( I (/) ::J m - I-i- -C5(LT) le • WORK AREA\ \~ -D BIKE LANE DETOUR N.T.S. .._ Cl .L CS(LT) _.._ C20 (BIKE) f--(/) t:; a: 0 I " 0 0 Q'. (IJ ED .._ C5(RT) -SLATER AVE. C?al -- >-' L (/) "' <( 0 t TALBERT AVE . le C7 WORK AREA al CS RT - - BIKE LANE DETOUR ◄ C5(LT) N.T.S. Cl ◄ C5(RT) T >-' (/) 0 Q'. <( I (/) 0 m DOLPHIN ST. CD C20(BIKE) C5(RT) WORK AREA C5(RT)T C5(RT)◄ C3A,...,....,..-- >"< TALBERT AVE. C5(LT) T DOLPHIN ST. - BIKE LANE DETOUR N.T.S. --t C5(L T) le ED C7T >-' (/) 0 ~ • t (/) ::J m WORK AREA SLATER AVE. DOLPHIN ST. DIXIE STREET CLOSURE CD N.T.S. RECORD DRAWINGS These Record Drawings have been prepared based on information submitted in part by others. While this information is believed to be reliable, ASL Consulting Engineers is not responsible for its accuracy, nor 1or errors or omissions which may have been incorporated into these plans as a resuia. C-3004-W r-A_S_L_C_o_n_s_u_lt-in-g------:::::---:-::::-;::-:-;::::-:--------,r-r--r------~-~vrn---------,r---;RITTJ~tT""1H'R ,,~R--::;{.~ns¾-1~-:;;::~,,o-'-;;N2"4M'l;.;:~Nc;:;-;-H,---1: ~ ~~~~~:;., ~-------------------~ □ ARCADIA A Engineers ■ IRVINE °§TEVEND. T~-~CE C039261 BIKE LANE DETOURS ~ □ PALM SPRINGS EXP 12-31-97 □ CAMARILLO DATE 'I· 4 ·'IG. l--+--+-------------+--t-----,-----+--------------,--------1;!, ONE JENNER STREET, SUITE 200 CITY OF N:WPOAT BEAOI W-5253-S :g □ SAN BERNARDINO DATE BY APP'D DESIGNED SEC DRA'iffl MWB ,o IR~NE, CALIFORNIA 92618 r--------1 ;!, _________________________________________________________ _:::~=::;:::,_ ___ L,!,.7~14!:_:-~7~2:Z:7=-I.70£!9~9!.,_ ____________________ , ________ L _______ ....:.:..::.:::::::_ _______ _j_ ____ ...l.. _ _: __ j_ __ _:::PU:::,:;B::::Ll:::_C_:W~O:'.RK:_::S_'.D~l::::.'.PA::R~TM'.'.::E2N:.._T __ _L_::S:,HE'.:'.:E~TVl,:::•:,:0F~14:._J 2 □ SAN DIEGO RE1/1$10NS CHECKED !LE DATE B/96 I I ~ • ~ 8 7 > ;; 0 , " a ;; ~ " 0 m " ~ z C < m m " 0 ~ ~ • " 'TI r;; z J: § n 0 CD " 0 ~ i5 z " ~ z '" " ,, r;; 0 :TI 2 "