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HomeMy WebLinkAboutS_5198_S""ti Q._, ,.,.. . -:r -~ i ~ Ir- 0 J ,.5\ s: ~ !.. VI ~ v I~ ~ ·, ·:t· ~ y '- PACIFIC CONSTRUCTION PLANS FROM COAST HIGHWAY TO SAN JOAQUl~J HILLS LLE T R E PROJECT NUMBER 60 fftf t -_1 e:p99 ,-1 "lr L-;-icJ IRVINE RANCH WATER DISTRICT DECEl\t1BER 1989 ER 21265 ROAD ~ ~E..1/) 1·3.'•1/'(i') 2 -;:;; v i,o. C2849& "' ::::; ,.>\ =t, • CIV\\. &.~, AP PROV FD: DR.19(15818)-A SheetSl Of S16 ,, ... , .; ' 5-5118-s RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IOENTIF IN THE TITLE BLOCK ONLY ANO HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED ANO FURNISHED BY OTHERS. THE ENGINEER/ARCHITECT AN OWNER(SJ WILL NOT BE RESPONSIBLE FOR ANY ERROR( OR OMISSION(S) WHICH HAVE BEEN INCORPORATED INT, THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEVI FROM THE CONDITIONS SHOWN HEREON AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECI LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. IRVINE RANCH WATER DJSTRICT -!:5.~t;/ • • •. 4~ -··· ,.:f • . .A~ ~----I) .. .5: ,!: 2 PN~o:.::2-o_A~T]r:::::::::::-_:_:_:_:_:_1R~E_Iv_1B,_s]1_0E_N~s_:_:_:_:_:_:::::::=-=-=-~~~-=-=-~A_P~P_-]H]Z0Bvc.]u:::1:-:::--::-::--T------------------T-~;;;;;;;;::7r--:~--:-=---:--:::-~--:.--~-------;;;o,rrTE--,--::::-:-::-:~::.--:--=·~------·-·------..t..--J-OH_N-iTI'"', ·~~-_1o_RR_I.;.;S•...;.DI;...R.;..EC;_T.;.,OR_;;,;Of_ • .;;.[N.;,;G.;.;IN;;;;E,;;;rn,;,;.IN.;,;G;_-...:.;,R;;,;CE;,..;,;,:23;.:.l;;;.27:...,... __ DFsmwrn, CAM ENGINEERING-SCIENCE A ,~r:AM'iwErNsroc, :2, 1 ;,~f~,;,,<-;~;/EJ:,,E:clllffR /:!-.5-,f"? IRVINE RANCH WATER DISTRICT SSH~ Dfl_AWM, CAM DESIGN. RESEARCH. PLANNING -·/ ;; C PELICAN HILL ROAD 75 NORTH FAIR OAKS, P.O. BOX T/07 PASADENA, CALl/C'.eNIA 91109 ~~~ , zu_;,.,, -·--c-"'(&(~'. '=-~--------'c'cf'IIO'c"J[,.,,.cT~Mc"'~NA=G~=R~l'--"'J~-.,_.._S_· -c..Lt f TI TL E. s HEE T OFFICES IN PRINCIPAL cin£s IRYINE RANCH rnAmcs r. GEORG .-, R,E 2s4,s ATER DISTRIC J' /! jA v-_] ' [Rl(D AS'SISJ'ANT D/Rrf.JO.C COLLECTOR s EWER s vs TE M .. . r· I . '---·, OF ENGfNffRING r 1. -f,, • "ff-) r.: -RY P, H£1t.H!L ·--=c..-"'-.J,---------'RC£ 33084 C//ECKED• CEG' FILE NO. PELICAN\ CSS I, DGN OF MICROFILMED S1 e SAN RFRNARi!TN0 COUNIY • I '>,.. , -• n,'il' -_: '<-------------- COliN'Y I ' , , / RIVERSIDE COUNT~ ) Ci,RDFfi GR'.JVE FRWY SEAL BEAC OR/1.NGE COUNTY ~ SUNSET COSTA HUNTINGTON 3[A -~ IORO ~EWPORT flt AC 11 PELICAN l AGIJNA :N □7 cArEs AREA SHOWN Oti LOCr ION \!AP VICINITY MAP BENCH MARK: ELEV. 186.356 1976 ADJ ALUtv!Jtv'U,~r CAF) S/iAifPED 3r;r,: __ ,)(i. _;c; ABOU: I. 3 :) OF A MILE SUU i 11LA~ f ,1LONG ! ill:. BONli.4 C4NYON FICAD. FROM fl-IF TN/FR\FCTJON OF MAC/iRTHUR BOULEVARD. ABOU( 0.2!J or A MlL[ WES! ALON0' Ti![ ROAD {ROM Tf/[ INTFRSFCTTON OF COYOTE CANYON RO.AO, 81 FEFJ FAST OF A POWtr,· f,Y}I t NUMi;/-f-? IH/!-;•)~,:o L~ .2~1 F1L 1 _(/)U/J-f-- WEST OF /liE .~[Nit/I LlNE CF OONJ!A CANYON ROAD, I. 5 ![LT NORTI-IEAST OF BARBED WIRE FENCF, TN TOP OF A CONCRETE POST, /iBOUT LEVEL WI/ H THE C[N It.Fl or Tl/[ 1?0AD AND WIT- NESSED RY A STEEi. poc,·1 !,/-!i!/f, : U!OI Nr!i'fHlA',/, / BASIS OF BEARING: \. STATE OF CALIFD,'!NlA ., LAMAFRT coormINA TE SYSTEM ZONE VI" UTILITY SO. CAILF. EDISON i DISTRIBUTION J ! Mork ,Jur!y J PHONE NO. ! 7 I 4 ! 859-0246 PACIFIC Hf! i TELEPHON[ !Bi Ii Lowing/ !7141 259-4-1.76 GENERAL T[LEP!fONE ID i ck Herzog I ( 7 J 4 , ' 73 06 03 I I V, t'.. L SO. CALI1. GAS CO. (John Mor inoj ! 7/41 546-2362 LAGUNA BEACH COUNTY WATEFI OIS!RICJ 17141 491-1011 SVERDRUP FIELD' OFFICE1 IRVINE RliNCH WA T[R DIS TRI CT I Steve Ma I /oy J DESMUNITY CABLEVISION THE IRVTNF COMPANY UNOFF/(_JiOUND SERVICE !\! CFiT (714) 644-7668 (714) 752-8463 1714) 476-7500 (714) 72:-6226 ( 714 ! 120-2000 1(800/42?-4!33 I • • • -- I I SAN DIEGO COUNTY BC BOP CL CONC. COND. DET. DT.4. DIP FA. EC EL. GB INV, L MH MAX. MIN . NAT. O.D. PAVT. PCC R RCP r;rs Rvv ss s SD SSMfi S /A. T THK. TOP TYP. ABBREVIATIONS BEGINNING OF CUFIVF: CF BOTTOM OF Pl/'I_ CL R. CENTERLINE CONCi?ETE CONDITION DETAIL CTS [ EX. OR DTAMCTC!? EXIST· DUCTILE IRON Pli'E ,C/JJ. FACH IR END OF CIJRVE ELfVAIJUN GRAPE 8FIE/2K lN ·,;f ,;.,,} ! LENGTH OF CURVE MANHOLE M/JXJ/1/JM MTN/MUM NATURA/ OUTS[DF DTAMFT[R PAVEM[NT N NW , PHf/ 1 PRV s VCP w w POINT or COMPOUND CURVE RADIUS OF CURVL RfTN/CORCFO CONCRFTF PTPF nrsr·rtvD :'I< REUAlMED Wi'~• TEWATEF SANITARY SEWER S!OPF STORM DRAIN STA .!ION TANGENT OF CURVE THICK TOP OF PTPF T v·,· •"'I , I J\,µ CURB 1/iCF CLt.AIIANCt CA T!-IODIC TFS T STATION EASi TFIRTGA TTON I TNF IN OR RWJ NOF!TH NORTl{W[S T PELIC11N ,'/[Lt ROl,D : PRESSURE REDUCING I VALVE SOUTH VJTRIFIFD Cl A Y PTPF DOMESTIC WATER/TN[ WEST EROSION CONTROL NOTES I. ALI WORK SHAil RF JN ACCOF/UANCF W UH I HI GHA/J- ING CODE CF THE COUNTY or OF/ANGE, THE RECOMMEN DA TIONS OF THE PROJECT SOILS REPO!iT, AND ANY SPECIAL REQUIREMENTS OF i /-tic CALJU_;RNIA ,'/ECIONAL QUA/ TTY CONTROi ROA.RO. SANTA ANA RFGTON, 2. TE.MPO!,';U{}' ff;':"F'.:!()i\! C()lJT/-(C'i ,:'j l,N':; ,1l!?r· RF(':.ri:':,;'r_n F1?0M OC/"Oar1: 1 -~-tO ivf11 :· ~', 7}1.: '..-0/1/.:,?.t.✓·.•,:.i,, SHAL.L SUfMlTI .:-aos·roN CC.1\i/"1'iUL /-'l__.JNS ·,ru /i(;,'.}!C:1 FOR 17£VlEW Pi-lIC/? JO SU'ILMHl _ _il 30. 3. fJETWEEN OCTOOER JS ANU MA I' 15, U/05!.0N CONlHOL MEASURES SHALL BE. PLACED ,1 T THE END OF EACH WOU.V_.'.!1J.:·: 1);\ './ H:,'[: /\!,, '/(/.1 : ,.-i -~ ·'/ -;.,:/ 'r' f}f-/~:.~_.:/,,;-!., '_l if OF ?l\lN F"X(fi-"/"J\ _-U),:';., /,i[J.f;'_i/',1{' f..'1.c· _/;_\1 .\f/;;', ,,l','i (_,"F THE YEAf..', Tf-1£ / Si-1/\LL Df f-'L/1Cf:.D 11T THE ENC Of" T/-1[ WORl'.ING DAY W!IEN[V[,R T/JC DAILY FIAIN(ALL PHOHAH~U I Y icXCt.t.US c:1W'., 4. A STAND BY CFIEW EOFI l:.MU//;1:-Nf'Y WOflK 5///l,LL BL AViiLAD.1_F ,'\/ ,ilf_/ [_/M,/~r, /)l_:_i\i' /''i-iC {,;',,]//,// ,,r:~rcc1RY M.'.i{f'/'' ,. c··•11 ! ',{ Alij~/ /2;:'/; ( I dT'_-_· l'i_L-_ _, _ _;,..., ~\, L-1 .... , ... ' .,n,, , l_i. . , 1 J .,,L)J.L ,JI\ .J_, i AND STOCKPILED Al CONVENll:NI LCCATIONS 10 CA- CILIT!\ TE R/iPIO CCJIJS71/UC/10N OF TEMPOF!AF!Y EROSION CONTROL D1 VTCES W/-l[N RAIN IS IMMINENT, 5. EIIOSJON CONTROL D[I/ICCS SI/ALL NOT BC R[MOV[D OF/ MODIFIED YIITHOUT THE WHITTEN IPPHOVA.L or THE AGENCY. 6. A~nH A HAlNSIURM, ALL SILT AND DEBRIS SI/AU .RF REMOVED FROM CHECK SEFIMS AND DESILTING BASINS. ANY GRADED SLOPE SUF!F/JCE PROTECTION MEASUF!ES D11M1\GFO 0/JRJNG 11 RAINS 70F!M Sf-lAU BF lMM.crJ/ A TF LY t?t.F'Alh'F D. 7. Tl/[ TOP OF A/f FXTSTJNG DRAJN,4GE DITCHES AND STORM DRAIN CHANNELS AL!JACENT TO THE CONST.RUC- llON AHl:A SHALL t!E G/-11\ULU SO THAT ':JTO!?M FIUN OFF WIii ORATN AWAY F/i'OM TliFM, TN[ STORM /i'/JN- OF '"II"/ Tr'/Cs' rJr (i)'J'-''1/fl) AN/'; 11·~•:11 "r ,,, fi"','1-.J f--\L. I L/V ,,_./ -J,//ih/,_, ,., ,_c_ . .,,L,c, 1-,,,, .. BEII\IG 4!.LOWF/1 •1r1 EN71.-R }HE fLOOD CU/\!/1-u, i /iC- ILITIES. THJS MAY BC ACCOMf'LfSHED BY CU.VS T!IUC- TION OF A COMPACTED EARTH BERM OF MINIMUM HEIG/-IT 12-INChES 1\Nff !\ MINIMUM SI OPE OF 3, I OF/ AS RE.COMMENDED BY .4 QUALIFIED SOlLS ENGINlEH, 8. ANY Oi-/A.Jll~Gi LUI".'!-! or, Fr:fi'f/1(!,: W1•1rn \!OF/M DRAlN Cf/1\NNi:L !HA! IS ADJACtN1 1(1 .4 PU'ELINE TF![NC/1 011 WI rt UN Ill[ LIM[ rs or Tl/[ CONS TF/UCTION EAS[MENT IF DAMAGED OR AL TcHcU Sf/ALL Hlc HcSHAPl:.U TO THE SATT'5FACTTON OF THr TRWO TNSPECTOR. 9. .IF EF!OSION PROBLEMS OCCUR, Ti/[ CONTR4CTOR Sf/ALL CORRECT TH[ CONOTTTON JMMEDT.4 TEL Y AND PRIOR TO RECEIVING A CORRECilON NOTICE FF/OM Tl![ AG£NCY, IF A NOTICE IS ISS5UCU AND THE EROSION PF!CBLEM IS NOT CDRRl:.C/1::.D, /HE AGENCY WIL~ PROCEED TO 1-/AVF Tf/E UEfECIS HEPAlHED AT TNE CONTRACTORS FXPENSF, AND ALL COST INCURFIED MAY BE DEDUCTED Ff/OM SUUS UUE TIil CONTPACTO(I, ' 1-------------------·---------------~-------....----------------------APPROVED --------1D[SJGNED' No. OA / F REVIS TONS CAM 1--------------------------------------------ENGINEERING-SCIENCE 4. 6. 7. GENERAL NOTES FROM li/i' ,1PPFl0F''il/: :"':. 1\GCNCIES; EXISTING UTILITIES Sfi!;LL BE MAINTAINED lN r'LJ'.iCi: !Ji fiit CON! HAC tOR, UN! F5S O TH[RWISE NOT[D ON THE PLANS. UNLESS OilliJ!WI,E DIMENSIONED, LOCA TJONS OF EXISTING UTILITIES /IND SUB-STi~UCT/JH[S SHOWN ON T!i[ DPr!WINGS ARE APPROXIMATE ONLY, THE V1-,C.'jtY EXACT LOCATIONS, ELEVATIONS AND DIMENSIONS IN Tl-IF lf/V/NF Hi\NCI' W4 TF H OTSTRTCT ( DJC;TF/ICT J ENGINE CHING OFFICE SHALL BE CALLED fOR lNSPECCON TWO WORKING D/IYS BEFOPE STAF!T CF WOf/K !'.T 1714! 4 76-7500, /4LL Tf/1-,'. :if EXC4VA i _!CNS S!ftLL CONFORM TC STATE OF CALIFORNI.11 EXPOSE ENDS or S[W!cP PIP[S TO [3[ CONS TF!UCTED BY OTH[FIS AT STATION O-i-85 .4ND STAIICN 125+35 !IF E~ISTING) FOR VERIFLC11/ION OF LOCATION 4.'ID ELt VA 110N H/JOH'c UJNS /RUCTTOIJ. .SFWFR M.4IN l.S DIM[f1/SICt-1F~) f..RfJM IH~ Y~LiCAf:./ hlLL F?0/10 i...fFD:r,~,N :''//({FJ r.1i(F Wi-lTCf.i WILi NOT BE PRESENT AT THE TIME OF SFWFR TNSTAf I J1TTON, RFPFFFi TO ROAD CONSTR- UCTION DF/111/IINGS FOR R[LATIONSfiIP BE.TWEEN /I.EDI4N CUiW FACL AND !?OAU CCNT[F!LINE. Fi FVATTONS' or IJTU Fi !ES CROSSING Ti-I[ ·;rwEHi_T,~!F SHOWti HreroN ,!JJ?F 1T/J'1'·1',V'(-llc!,C-f) /1'(.'[('I',: .-1;-·i,rfTTr)f•·'' r,1-/{!/. ('f?')",-··'..,!'(c:: 1/i','i ,'iY '< _,_;,'f(',-:/1\;,•·_, /_,-~/ .. l• ,.__,--\,L./, ,. __ , .,\Jf, ,_,i..,_\',"-t,L' .. 1~), .L ·,',.,_,.,) .. ~,JI,~,''•'·-'', ,1. ,,/,_,l,J;l, ,"1 THE 1IMF OF SEWFRLTNE CONSTF!UCTIOt1, 1ilicN ,'L'.'i!M/Nf' ill! AS-,'ii;l;: fXJS 7 :!•,'G UTfl_// r LOCA/lON PfllUH TO SFY/FFI/ TNF TRFNC/1 FXOIVr\TTON .. 8. SEWE!i -TNES Sf/ALL Ci!OSS EXISTING UTILITIES WITH I? INCHES .MINIMUM CLEAF!ANCE, EXCi ' ,'i'll[R[ OTl!ERitf<;F SHOWN. IF T/-IIS CONFLIC!S :VI I H lN/-0,'{MA !lON SHOWN ON i:11 RAWJNGS OH '.)11\JD IN )Ht. flt.LU, /Ht CON!RA,:ru,R 5.'iAL' OPTATII AGFN[Y 4PPRU :~, BEFORE IN, ,,.,_LING FHE SEWER !INES. 9. SCREENl:.U 101-'0GHAl'/flCAL BACKG,ROIJNO FOF! Fl 'N ANO P,o,JLE SH/C TS WAS PROVTfJFO BY ROBERT BEIN. WILLIAM n-ws 1 ,4ND ASSOCI,1 TES 12, SANITARY SEWEF! ll~N.1-/0LE F!IM ELEVATIONS SHOWN 011 THE P/?OFI/LS ,inf CAL CULA TEO FHOM TH[ /i'OAO CONSTF!UC:'ION ORAWTNCS. VERIFY IN FIELD. 15. "BY OTHERS" M[ANS• BY OTHEPS IN t1N!]THFR CON/H,~C/. I 6. PROPOSED SliNIT /IRY SEWEP LINES, DOM CS TIC WA T[f/ LINES AND .r?ECLAIMED WATER LINES ARE SI/OWN ON 5/ICCTS 53 THF!OUGN 516. OTHER PROPOSLD UTILITIES ARE NOT SHOWN - Rt/TJ/ TO OT/ICR DRAWINGS 1N fHIS COIJf.C/ACT . DATE -PROJ£CT ENG[NffR <F• -~ ·• •.,f.:.; RCE 241 J4 SOUTH UPPER LOOP FIOAD e F!D. LOCATION MAP SCALE: /"= 1600' SYMBOL LEGEND ---w--- ---Rrl --ss-- . T ---F ---G--- • ---------r2 SECTICN IDDJrrrrcAnON SHEET ON W.HIC/-1 SECTION Ai'ILA/IS OR IS R[FERENCLD F/IOM RIGHT-Or W,1Y OR EASEMENT CENTERLINE WA7EH RECLAlMcU WAS/EWA TER SANITARY SEWER Fi .'CTRTC 0/!CTS GAS S.ANITAPY srW[FI MAN'/(;!i ::c,THODTC TISi STATION W OR RW CA! NO DIC TFST STATION PEFI OTHER DF!AWING5 -, , W OR RW BLOWOFF ASSEMBLY ! BO! . ------· '__} W OR RW JLOWOi F A:o Cj[MBL Y I 80 ! ---] /:NU Of 1-'lPI (J) SHEET NUMBER 0 CURVE CESlGNA TlDN (j) CONSTRUCTION J;£M D, CENTR.4L CURVE .1NGLE SHEE I SI S2 S2A S3 S4 S5 56 S7 58 59 510 $ I I 512 S/3 S/4 S/5 (!6 DR.19(15818)-A Sheet S2 Of Sl6 SHEET INDEX TITLE TTTIF SHEFT INDEX SHEEf CONDENSED PLAN AND PROFILE PLAN AND P/i'OFIL[ STA. 0+85 TO PLAN AND PROFILE STA. I /+00 TO PLAN ~.ND PROFILE STA.22+00 TO PL!\N AND Pfo?CFI1[ srA.)3-lOC re PLAN AND PRCF IU 57A.,14+0U 10 PLAN AND PROFILE STA.55-rOO TO PLAN ;JND P/10' li.C SI4~66+50 TC PLAN ANU Pi-/OFILE STA. 77+00 TO PLAN AND PRor:n[ STA.88+00 Tn !li PLAN AND PflO,ILE STA.99100 TO PLAN AND PFIOFILE 5 f A . I IO+ 00 TO PLAN AND PROFIL[ STA. 121+0() TO MT, ·:_L,JNEOUS DI TAILS I MISCi: ~LANEOUS DETAILS II STA. I 1+00 STA.22100 STA .33+00 5 {/\. 44+00 SiA.5::,+00 STA. 66-i-50 S.lt\. /f+(Y) S T4, 88-rOC 5 TA .99+DO Sf A. I /0100 STA.l?/+00 STA.125+35 •-•-P -, -----51~~~ RECORD DRAWING SHEET (SEE NOTE ON SHEET NO. 1) S 2 1,,t_·---·~i..;_-._--_-_--_,.!j_--_-_-,_· ___ ,. __ -_-_--_-_-· ·_-_--_-·--_-_--_--_--_·_-_--_· __ • -_-__ :.. _____ :.._--_--_---_---_---_---_--_-__ .i,.,__ _______________________ -:_[~:_:£_::_: ,[_/)_' _:_J~_,:_/ --ii....l_5_N_Gf'-1· T_,,_c_R_f_~_-,! G_,1_,:,r_i_:?-sR_,~_l_:~_~._~_}!_1-_t~-~ ~_.!r_t_-{_N_~~_.! _~G_i_'j~--N-,.\-•J_'_,, f_J~: ..... ,: _ .. __ , __ , _ ..... _· _, c_· ... ~G'R..:'G.:.;O::,.kY.,:;."t~~~.;:Ht..:-IE.,..,·..,!Z_-_, __ !-_. _<-l_-,.._( ....,\.,_------·-::::_· ---_-_-_--.. -i:..:;r.,.O:C .. 1:/.;.:0~£-/R_IN_G ________ t z._-_-_-_ .. _x-_•J_ ...... _____ c_o __ L_L_E_.· -~-~~-·-~~~~:. __ s_ ..... .; __ E_~-:_~_,~_\tJ_c_·: _r_~ __ t_,;t_'\_P-~_\• -~~r_· _E_; -~~"'_;1 ____ .... - PEL'.CAN\CSJN:lfX?. DGN J)t,.. IC, r '( f Y, _,. l~,l!)J?Y SHEET OF S16 MICROFILMEt:f ~--~ ---."IL[ t,,'O. ' ) (Alo-) I 900 800 700 600 500 = = ~ f----1------== LLJ =-'-'-' 400 LLJ LL._ __J LLJ 300 200 100 STATION -a >-- :s: I I- t/) <( 0 u u f-----j LL f-----j u <( n t)I . :r: 0 " > 0 + '-" 0 £_ __ H f-- U1 H <( >< I-w -t/l -- 0 I <I 0 0::: ~" 0 0 __J ! n: ' Ld ! ()__ ()__ ::::, I f-- ::::, ! 0 I U1 0:: w ;,-. l.u U1 >-n: <I I- H z <I U1 z H C) w: m' LO co + 0 10+00 20100 (410) - 30+00 \ 40+00 " .2 '.l ,: (J1 ! ~0+00 '>2.(W t--------------•----,------------------------OS.1"alM.S'1,i!.,..--------.-------No. D.4 TE REVISIONS APPROVED * I 4-19-90 BUL_c_[TIN N0.1 • --1 ---J----c=:--=-c::c-=-c-c,-,--,-:-::----------------t--c'')ce-_.c/7'-.'--,-'---;-j----f--------1 DESIGNEO• R W NEE!\ I NG-SC I ENCE ENGi N • RESEARCH • PLANNING I . I J...:;,qe-4.;_-_.c:1_.c:"_-_.:.9:::.0--+-'-'A-=D.::2.::':_\.::_J.::_U.;_M__.;_N..::.Oc:.:.2=-------------------i' 0=.LC,'f---f-c----1 c·A· -DRAWN• j Iii 3-2-5'2 RE///SEfJ f'E.R A'Et"O.Rt> b,i>,4/IY/,1/G.5 DESIG i'5 NORTH FAIR OAK S, P. 0, 8(1X ':' !07 PASADENA# CAf JFORNIA 9 J /09 OFFTCES IM Pl?lNCIPAL CITIES 1--+----t------------------------t------H----ICHECKEO• WJW "--'---------------------___________ .._ _____ _.____________ -· FIL[ NO. \DCN\ PELICAN\SEWER. DGN 60+00 M Q -[!~ U1l;@mll2-f !,,,,.,,, 'jf!/rK i1~lt\'~ , !,,.\, .. ._ Wi, i:~ OISToiCT I I m GRADE I I I 0:: I w 0 3': <I 0 D __J rr T ()__ f--Io [Y 0 0 __J z 70+00 80+00 5" VCr' GRAVITY SEWE;:c;; PELICAN HlLL ROAD I 0 r---+ C) --' I er: W 0 fl__ I <r ()_ 0 ::::, er: I (L f--0 :::, 0 0 __J (_/) T z2 >-I <(Z :::a;o H wf--uU n:W oCL LL Vl z H MAIN er: w 0 ~ <( LI_ Q ~ er:: T o__ f--0 n:I0 0 _J :z 900 700 500 STATION -SOCJ ----j---------+-----------+-------L----J---------+---------,:-------+----LJ O 0 90+00 PELICAN HILL C:::OLLECTOR SCI/VER PROFIIE 100+000 0+000 20+000 RD SYSTEM 130+000 140+000 300 200 100 50+000 SCALE HORIZONTAL I "=500' 6B~ ~. ------- ' VERTICAi 1"=100' \ \ ,/ (al In all Cdses: d -1 :'i" = 1.25' n = 0.013 Q f 4. 90 rf s [at 2 pumps operating) + P • grav. inflow (1479 DU's; 3,~23 tributary population. U = 2.45 cf s (at 1 pump opRrat1ngl + min~ , grav. inflow (14, 9 DU's; 3,423 t-1butary population. (a) Min. flow rote at 300 DUs 1n Aren W (near term) • (bl Max. flow rate at 800 OUs Hl e'rea W 1,,1 t1mate) ~ ~~~-------------~ ~~ I I I LEGEND AND ABBREVIATIONS Ct:~ l,j Q a Q <c( ::::, 0 SSMH 11-5 @ --·---1¢1--- SA\l T~,R Y SEWER MANI IC:.':: & NUMBER PLAN & PROFIL[ SHEET NUMBER SSMH ,r H STIJBS D.~TE f--Q :r/Ct: Ct: 0 Oo 2 _, GRAVITY SEWEFl REACH FROM SLOPES STA_ TO STA. lft./ft.J 0+60 4+05 0-17)827 4+05 7+50 0,(1)! i40 7+60 11+10 0.0600 11 +10 18+16 0.0619 18+16 22+15 0.0589 22+15 25+15 0.0624 26+15 34+12 0.0600 34+12 37L90 0.0574 37+9vl 41+65 0.0600 -11 +65 45+40 0.0500 4':J+40 49+15 0.0685 49+15 52+90 0.0585 52+90 67+90 0.0Gc?IZ 67+90 7l+65 0.244 7 71+65 75140 0.0756 75+40 7')1-[5 0.062)0 79+15 86+25 0.0553 86+25 89+50 0.2J419 89+0 92,75 0.0243 92+75 96+00 0.0150 HYDRAULIC DATA (al Q (bl D Pk. Pk. lofs) If ~.I 7.28 0.54 7.20 0.Gl 7 .11 0.59 7.02 0.58 6.84 0.58 G.74 0.56 6.64 0.56 G.45 0.55 6.35 0.55 6.25 '1.58 6.15 0.52 6.07 0.54 5. 98 0.5:i 5.50 Lil.56 5.51 0.48 5.42 0.50 5.32 0.51 5.14 0.54 5.06 0.63 4.98 0.72 "DR. 1905818)-A ciheet S2A 0£ S16 RECORD DRAWING (SEE NOTE ON SHEET NO. 1) V Pk. (fFs) 14.08 11.99 12.51 12.58 12.27 12.50 l2.26 11.99 [2.13 11.31 12.68 11.85 ll. 93 10.52 12. 74 11.61 '.:.3l 10.03 8.2l 6.84 ) ) '\ ! \ I U,,• I'/. • /L,,,, -. IRVINE RANCH WATER DISTRICT -L 12-o,;-: d' 2 -PROJECT ENClNEE!i ~£ ,/4 'l.<1/"L ' • 1ffLL1AM J. HE D:(, ('flJ. ··---------...,...------1 SHEET RCE 24-1 M --;:· -[_ /« .:,-: ~l_ PELICAN ' -.,.: ~ . .....{__3 ' ~ •. PROJLCF MANAGFR CHARLES £. ':-~·:,1rcE f. S.... , RC£ 28498 • -I -----~-rdu , , " " -1,l COLLECTOR ,'S;i I; • ~ IR/ID ASSISI AMT DIRECTOR 'i_9 OF ENGINf.ERIIIS ( 2. -G, _:::_ GREGORI' I'. ff[[£Rrz • RC£ JJD81 HILL ROAD SEWER SYSTEM COLLECTOR C0!1 -PLAN A - SEWER SYSTEM DENSED ND PROFILE MIC':ROFI Mt S2A OF S16 & -----,- __,__--.--+---+---,----l----l--+ I i -" "+···-·-+--·-f--+--+ ' l ._-+--+-+--+--"--·-l " -·--+-. ! \ \ r - DATE 0 4.;q. qo bULU:T/N NO. I _j ' ' . l . I . , . -+---+-t--H+-+-~f;± ,. \ -REVISIONS I : -+ l -1 ----' --1-+--+--+-t--+- -·-t--·-. 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RCS 1-.1.£~6 i._:4:.:•:..:.19::'..:..::9'..:'.0+A'.:.='...'.::DO:.:E~N'..'.:D:;.:U~M::,...:N:.:o::::., ..::2:-----------+--'--'~·~7' A'i.----t oRAWN: RCS-BiN ENGINEERING-SCIENCE ~lll~ Or ... .,._,1 --r---.~ PROJECT £N0fN££R I ::_ ;_ ' I ce_L.AN -ANO. P:ll.(JJ=J~~l ls ;t3j .$TA~-Tf(810 TQ'_ST1\:·1j-@Qi ~_ o;~' /.:,\ 4-19·90 ADDENDUM No.1 r"-'~,AI/ DESIGN • RESEARCH• PLANNING 75 NORTH FAIR OAKS AVE.• PO. BOX 7107 • ~SADEf/lA. CALIFORNIA 91100 OFFICES IN PRINCIPAL Cl~IES PROJECT MAN.A0£R ~1---1----+--------------------;-------t CHECKE01 j,,/J/-',/ OOlNE RANCJI Wm:RINSIBK.T IRVINE RANCH WATER DISTRICT PELICAN HILL ROAD ~R.tl&iiiIG~$e\i;&i1s»&fEM1 [,:: •. ,:.t.. . . -=·· ·. -... :. .. ' ... _; . , . ... .... . ···-·· -· . . .. • , • -- • . ••. --. •. . il-·1:f,· • 0 Ml(;R0t-lLMED1'J· 1, -~15"1'1qJ_ n_ i ----I --+--- -·- . l ) ---. --! r 'CONS TRUC T!ON NOTe.S @ -COIVSTR.UC7~/2"¢ OIP .SS ~ORCE MAIN &e i . µM~o~. :r-:~D;;'A~Ti.~"E~--;:;-;-;-;~~,,""TT:::.-.:..R.:..::'E:....:V..:_'I S~l~O:.:..:N~S:__ __ -;-___ 1 _A_P.C:'P.~'R10~VirI'E._D~ DESIGN ED: RCS /1\8 4-19·'30 BULLETIN No. I _...._·:J./ µ&~q..:B4;_:-!..;I 9~-~9~0~~A~D~O~E~N~D~UT;M77~No.~2:,-----------t-.:..~\5-=7/1 7 DRAWN: R(.'$ •87N /3\ 4-/9·90 ADDENDUM Na. I 0 '-" ,,,! ENGINEERING-SCJENCE DESIGN• RESEARCH• PLANNING 76 NORTH FAIR OAKS AVE.• PO, BOX 7107 • PASADENA, CAl,lfORNIA. 9110G OFFICES IN PRINCIPAL CtnES -, . / ./ , I -:, 7 /,,:~ ~.,., ~ / , /_ \ ' . ' OAT£ PRO./ECT ENGINEER /'1 ~ _,,.p,q_ PROJECT MA NAGER I I '.__" -•W•='"" ... ~,, -· i ! 'C'f";,."· -·.-., ;-:., ' S-5l'18-& RECORD DRAWING (SEE NOTE ON SHEET NO. 1) IRVINE RANCH WATER DISTRICT PELICAN HILL ROAD ----.--- -------; - --. .,,··:-:'.'-·.;p~,, :coLLECTOR SE;WER SYS~SMc) -• • -~ ,· ··" ,_ , oi \ •o ,,.,~,r-.r.'~•<.', __ ,., ) -·:· --~::p------.-:~~:___ ' 40' 80' I \ -~- 8' \ ,, GR A PJ:!JC..S CA LE DR.19(15818)-A .•• Sheet S 14 Of S 16 ( SHEET I ,-----A. C. PAVEMENT (FOR FINISHED GRADE, SE[ ROA.D CON5TR. DRAW/NG.\J ! €" TYP. FHAME 11/1/!J COVER, SEE DETAIL CI) =!'~1E!!i~J;;;~lj-~~-;,;. ;;i .• v:i~,.~'tc ~ <\ -1 PRECAST £CC£NTF/!C CONL STRAIGHT SID UPSTREAM \::: :.· :.· PVMNT. ~-CLASS 2 CONCRETE NOT[: ------ SEE NOTE CLASS 2 CONCRETE BAS[, CAST IN PLAC[- MONOL!TH!CALLY, SEE DETAIL©. COLLAR, CiPCUlAFI OR SQUARE SHAPE AR:JUND MH COVER FRAME. CONC. COLLARS SHALL Bf ON ALL MHS. MANHOLES TO BE RAISED TO Gi?ADE AND CONC Cr.JLLARS POURED AFTlH f !NAL SURFACE COURSE IS PLACED. PLA C[ TWO HALF-MOON SHAPED PL/WOOD COVERS (5/8" Tiff(. MIN. J IN HO! !OM OF MH AfftH SHAFTS HA /E BEEN SET TO KEEP DEBRIS FROM E,'ITERING SEWER. PR£CAST CONCRETE MANHOLE Q) PIPE SHALL BE LAID WllH tND SOUANf. IN/0 MH BASE, U1>/LFS5 OTf![RWISE NOTCD. CONSTRUCT FILLET SHELF OVER PIPE JO DRAIN =----,, II II ~~MH STA T!ONING 8" MIN. CONC. ENCASEMENT (INCLUDING BELL) ~--R=2 X D CON CR[:[ ,JO INT ~-~; SEALANI ----------o I.!_~.-<::=:.:, ------------~ -~ '.'-" 101"1TC ,IT A1· L L.. Iv /',,.....) ti r,_ INLETS AND OUTLET BASE PLAN FOR VCP ONLY. PLASTIC JOINT SEE SPECIFICA !IONS SECTION 03320 Mf-! SllATT OPENING ----------1-;- Q__ -------~--~) U-SHA?[D CHANNEL '.) (D~Pn_; = -"--'' pu:o,-DIAJ_,:;_-'<;---;-" 1.-. , 1 J" /! L , i x;;: ~--.1"7~:;t ,~, .. . PFFi PROFlLl / ,L'-~ ... L -' ;-t SHELr PLAN NTS INV. P[R PRCrIL[ !'RECAST BASE RING -CONCHt ! L !:JASt SAN/Tl)RY SEWER COLLECTOR MAIN 2-/'JOINTS AT FA. SIDE INLET, SI OPF{] ?% fOW,1RrJ SSMH I TYP). ID" DIA. WITH STOPPFR IN FND, EXCFPT AS. OTf-fFr/WT"'~E SH()WN C!N Fi_ JJA/') CONCRETE MANHOLE BAS£ & JOINT DETAILS@ -== APPROVED ,------CIRCULAR PRECAST MANHOLE SECTIONS, SE£ NOTE PLASTIC LINER 1• •1 ON MANHOLE WALLS AND SHELF ---~~:-r~:::::::~, ~--~~ -----~. ·.:::,. -----... .• " .• I • I (12'?iirss~a --/ -• ~~ , ~-V==a=l=l==;===l.-\c_.,-a PROVIDE 2 PIP[ ea c (£Si GRAVITY SS -----.._ REBAR I TYP ! ~2-4" x 11/8" x!/4': 3!6SS CHAA/iVlLS JOINTS WITHIN TYP. BOTH SIDES-~ • ~J----, 2. 5' LONG, FOR SLIDING BAR R/'1CK ____:j_i (PICK PHCW/DED BY OTHERS! ---'c-',c----\--~.---' #4 @ 12" [W ------~ I '--CAST CONCRETE BASE CLASS 2 CONCRETE J NOT[: AGAINST UNDISTURBED SOIL. IF \ DISTURBED OH GHOUNU WA lt.H tNCOUNIEREO, CRUS/!ED ROCK REQUIRED. , PLACF GROUT ONLY AFTER \_ ANNULAR SPACE OF GRAVITY SEWER HAS BEEN &HOUTED -~ COAT UIVL/N[D PIP£ WITH 40 Mil COAL TA.R EPOXY OR OTHr/'? EPOXY AS RECOMMENDED BY Pip' HAA//''' --,,,,-R C. IVl/"1!\U,T/---J!, t.,/-(.r_ ~ MANHOLE ABOVE BASE SECTION SHALL BE AS SPfF/f!f/J IN orr.@ S£CTION SPECIAL CONCRETE MANHOLE --r-~:--c-:--+.J 3/IG STl WI it: i-----3/8'. _ll:,,,--1--?c,--PLASTIC LINER ON MANHO/_E WALLS AND SHELF • ,°'v. • c;,,·· \. I " ·( ~-I I -~ _ _J ---L- I I I 1: . ...__ 11 Iii -,111 LJ f-=-! -~ Ll_ • ·" \ I -~ r ·,, . '-- r • :,~' -----:-----=------=--~~ SECTION BLIND FLANGE . CLASS /50 J TD. BOLT HOLE PATTERN .tL /-'LA II:. CYLlNDEI/ RE BARS I TYP ! -Jl6SS GUIDE CHANNELS FM8EDDED ON BOTH S!UES OF FLOW ~-SANITARY SEWER FORCE MAIN OF CONCFIETE BASE I TYP. J 3/8" PL,,J. TE JSOIA;:i'IJ LINER / 3/B" CIRCULAR ST/EL PLATE ' t CURVED TO FIT PIPE O.D. ,_vA TERPRoorING MEMBRANE I TO WI THIN 6" 0/-/JOI /OM \ i• 6'-0' I.D. .I,, -• -zT7Z: ' /Y:-•_,..-- V \ NOTES' 6 3/16 ·::::-, I • WELDIN:J PER AWS O ! . i 2. SIEEL PLATES ASTM A36 3. DETAIL FABRir:A TED 3 /8" r'LA TE IS.QL' A TTON r Tr\.i,-::,i:> --...... ~ •--• ,,._ I \ CAST CO/JCt?ETE B/4SE AGAINST UNDISTURB[C ~Al< U-1 NOTES• MIN i ' ' • , 318" MIN. ,; CLEAR 1 AROUND \ SECTION A-A :j "LIFTING SLOT A 0 J J" LETTERS-~ TYP. LONG BEACH IRON vVi'.!Ri{S X-/63 SEE NOTE 2 BELOW. JJ" , ----·---------- 1--------,-7----+--'--.......... ~ ' •J , ' ' '---+--------'----------'..:....;:,....::,-., NOTES: SECTION A-A )LHAMBRA UOR!T7 FF'AME COVER FOlW!JRY FOUNDRY WT. (it.fl N~ J WT. fMIN.} A-/252-6 M-/252-4-6 295 IRS; 290 LBS. I. MODEL NUMBERS SHOWN SHALL BE MOD!f!ED J.5 R[OU!R[D TO /J[[I MIN. WT. RF()f//f/[M[NIS'. 2. WHtH[ ; HAML AND COVE/? AF/[ SET /.BOVE !'EL/CAN I /ILL .ROAD ROUGH c7RAD[, 4-1/2' D/1,. INSrH!S FOR ADJUSTABLE STUDS SHALL [J[ CAST IN TOP GRAD[ RING, ALIGNED AS DETAILED l'ROVF. FRAM£ SHALL 8[ BOLTED TO Cf/AD[ fl/NG. FRAM£ A/\1.IJ COV[R @) ..------~-------------------------------~~--~ 0 FABRTCATED STEEL BLTNO /Cl AN1;[ WITH 3/8 " PLA IE ISOL/iTlON LINER TO PREVENT SCUM COLLECTION. CURVE AND LOCATE BOTTOM PLATE TO MATC/i TOP INSIDE OF 12" FORCE MAlN. CDA I Wl I 1-i 40 MIL CO,~L T/iR EPOXY. DRILL, TIIP & INST4LL 2-3/4" EYEBOLT LIFTING LUGS ON BOLT HOLE Cir:.:~: ., - BLIND FLANGE, ADD ONE ADDii20NL,L BOLT '11 '/ •c, .•n[ pcr,p-R , L 0 r11"'"'/ T L \JJU,7 1,(./, CI A 1J 'iii;'-( D ~ PHECAS I ClFICIJL4R MAN.1-/0L[ SECTIONS PIPE CD .,., 1~---1f- FULL FACE \ DR, lY01:,1; Sheet SJ. l~J-,, o Of S16 I . MANHOLE SH/LL BE STANDARD 1/AN.'-IOLE AS Si-il YIN IN DFTAIL /,. THIS CWG, FXCFPT AS NOTFD. I I I RECORD DRAWING (SEE NOTE ON SHEET NO. 1) 3. 4. MINIMUM FLOOR Si OP,c SH4! ! iW i % TO S/JMPS. Ff/AME ANO r1J,.'£R Si-//4!.l Be .4., ".'-!OWN ON DETAIL 3, /!-US OWG, J" PLUG VAL VE SHA!__L Bf D[ZU,f.,'H, FIGURE ,' 18 OR APPROVED EOU!iL, FLANGES TO MATCH 3" LJ. J. P1Pt ! LA/I/Gt, J No. DATE REVISIONS &'J :s,;<11 DESIGNED• WJW 4--1 9-90 AJDENDUla NO. 2 ENGINEERING-SCIENCE DESIGN• RESEARCH, PLANNIN~ ---i -~-·"· --·-· . ., .. --·--------.• ,. ' ' ' I ' --------------~ -~--I =· ~- 75 NORTH FiIR C),!J.i(S, P,0, EOX /fC:7 P/'S,.::,£.f<!/,,, Cl1LJ.f::f)Rf✓IA 9!i09 0f:"F"T"..c;-:; .U/ PRI.:\J::, "!.Pl.. r_ C ITIE.': -:;I1_/3.~:_·xE-D:.__~:-..,·~_·~' __ ._I ________________ _ FI1.E Nn. r[LICAIJ\ CS';: 'J, OGN I I CATHODIC FOR ,D;J,f/"'LLEL 2 " I('"\ I~ !TC ~ LI r;n,c \ --i ., ,'/IV ✓_. ~· .. __, ,__,c (APPL!CilRIF TO VC."'P ONLr'J VARIES ' ----...........__:--------- ~ lHF CASF J E''MIN.-- SCH[D0'L[ T'/0 /CAL PROFILE CRO/:;S REDUCER MINIMUM Sil[ Of THRUST Bl OCK \[ARING SURFACE Silt HOR!Z. VERT. ' i!OR!Z. HOR!Z. VERT. HOF!IZ. ' ,vp;c I' i II.I r: .. _ I"", 4D _J __ BElvL.7 ELEVATION V£RTICAL B£ND VERT. HCH?!Z. I() r, Jr·-9" ;1---!J"' 31_.911 /1-9{! : S'-011 2'-91, 7'-0" JJ-6/f" 5'-61' 31-3,, 4'-a-ff 21--c" , c_____, ____ -L-___ ___,_1 ____ _J__ ____ _J__ ____ J.__ _____ _j THRUST BLOCK DETAILS NTS /, 2. 1, T£i- -~ -----, . ::, .· :-; __________ ...'..____ ·>: ~f":;\;~.:;:::;:-:::.'\t:?>~:~~.((,;, £,VD CAP Tl~PUST BLCCK 8[1-R!NC ARFA 5.~SED ON A{'-· 1 ',()/L BE)-RING VALUE ()l hOC' ..-;· 1°HI-' ,-.-;•)'" I -. , , , -" •. /'·-, ,.__)JV/ ,L I I !N[ PfiFSSURE WITH J-0" COVER MINIM/Jlvf. rr-']R B£ARiNG = /000 p.,f, /. 5 x AP[A SH0/,1'-V L r-:w B[AR!NG = 500 p ', 3. 0 x AREA 5J-!Oi1·N .s Tl-RUST BLOCKS SHflLL B£ CLASS 3 CONCFJI[ :r: .PLJJC[D ,..~G>1lN5T UND.t.>n,'RB[D .<;OIL ,.1-(£//v/--OF:-:./NG STEEL SHALL C0/1,i,cOi?M A305 !NT[f/MCD!ATC GRADE A /5 .fi/1/lJ CONCRFTF SHAii_ NOT FXT[ND ONTO FZANC[ OF ADJOIN/NC fl/fl[. DR, 19(15818)-A Sheet Rl6 Of S16 ---·--------i-----------------___L-----------~-----,-----~--------" ---------..___ __ =:-__ -------_....------- r,;:, ::. _;_--_-_--_·· ··~· :: ,;: :;::"::::TROOF -~,:,-----• ~-~- _l/i!. C,M ! TE t1fLD CAt-~ I YP., ··-7 I , ----------, / ·--·--.JJ CTS ref/ ss ,'I/[{/[ Si /OWN ON t;OULCTOR C:CWCR DFIAWINGS I TYP. ! /1 CD i : •--ZO/vf ,7 R1f C.T.S.t@7WHERE r-I 2" OR 24" DW / I Sf-!Dvv •)/Y ZONE D RW !'LAN AND L_ t. PROF1LE DRAWINGS ITYP. ! _,.., _ ____ _____ l 7'-1 .:y II ~/ 1 ;,-,, J,.., cg;, ' ----;-I 51 .' Tf PQ) LOCATIONS PER PLAN & PP'J"JLE ,.I DRAWINGS iAPPF/OX. /500' lNl~RVALS I \ WELD CAP ITYP. J T!i[RM!l[ WELD J NOTES: CONNCCT T[ST LEADS AS SHOWN IN ACCORU0,,V,'[ WITH ;-11£ FOLLOW/NC PROCEDURE: IL /j. C. D. [. RFMOVE lliVY 1 X/5T/NG COA TINC lN A SOU/F:,0,:1 •r-iEA A 7· EACH CONl✓ECT/ON POINT AS REOU!RtD. /-XO IHI-HMTCA! LY WELD THE :· -END OF 7,'-iE A.HEA. THER,WTTr W[LOS ::,i ~r[ A M!,f\{!;c V'i TH NC. 244 SC RFPAIR D,,,\-!.~G~':O CO/J TJN6' ANl PER SPECS SECT. /5069. YETH.Y[D 1: :' Tr'PE TW TCS T 2 FE:,T APART. ··1/0N LEAD Wir/E L e,p.3/31/~0 <-> No. C28498 0~-.. ,~IV\\. (4'j-=::::::::--" ~i ) \. I ; I/ "'------::s.__ GR[£N #8 DOWNSTREAM \ I ' / -CL/SS 2 CONCH,--~ S'...AB I \ //-~ • F1Ni5HED GRADC I I I' c-•, ,-,, /' ---~==~~;'"~~~~~--~"~-~•l~-'•-~--. .,/1/ :\----~----A1[D/L_t~.' Cf/,;~? /-,;_-,q RC·;:..,/r; ,,.,-y,,,.-,,,,._,...:·--v--"/.,<Jo;· r-r·-;-··!>•;f~---~-.--_-., -.-, . __ ,_,.-. .,_ c.,_ 1·1",:s ~~:;_ ·:~~ ~-·-; . .,.~:> .--~ · ..... > ----·--(,',? \ \ • ,.,._ ,II ___ .... A?rn 1·~ FLUSH MOUNTED .r-• • , -' '---"'-TEST l30X ______ __,--_,,.--.r ! ! !i, '----------1!:.RM!NAL BLOCK, 1111 5££ W/RiNG DIAGRAM I I! Ii Tl/IS D[TA!L ( YELLOW #8 ----1 1111 UPSTREAM ·n r1 1 11 _..--,--------SLACt, LOOPS (Ti'P.J i YElLvvV ttS-----·----~--~J~·,. J~ ....... ~mi':' .h- oowNsrR[AM [GR[CN JtJ -~ (TH£RMIT£ WELD lGRE[N #8 -7· --+-.. I DIP P[R DETAIL BLACK #/2 ;, / I,/ 2 G~-,..,.L - \ 12" MAX CL[AR, [DG[ OF [Lf)'_,_'TF/ODf-- TO EDGE OF P!PfIINE. W/Rt CON!✓tC//ON @ PERMANENT Cu/Cu S0,1 REFERENCE £L£CTROD£ SERVIC[ L!F£J. --~""T. ! /,//(~ ._MU:. ,1~1 ~----- MIN.Ji j ~ "-1 ~,---- , ~-L="°"~,_--J----_ ------------{I 0-YR. 1 ' _i,.1-----__J. --'-----CARR/CR P1-PP ,,. ,~ ----~ • , u --' vt ·, ----0 -~ 0 ------))__------......... _..\:~----,,.. . ..--- '-, DiSTANC[ o ~ 80 rr + WHERE CAST //ION ru ---WEIGi-fl ;; 35 LBS/FT. DISTANC[ o ~ 200 FT. !: WHERE CAST IR01 ?IP£ W[!CHT ;, JS LBS/FT. li'FCCRD AC/1)AL D!STANC[ Fo 11 ON AS-BU/!... T r;_.1-:;:.,J W//'lGS NOTES: CATf-lODIC I. ?. .o,c i ,'.t;r": r;1 c:c-1 wen I '---c.,.._.,_, ~·· , "·-'-L,L ~/.),__._.,, ,,~~,./.'~·~E /i,r_:-OR DC l/Ol_ 7. ·:.:..; ~;_,,-,.,C;'i_11/i::,: --,)/---;' INDl.1, •. -.: 1'h1i f TFPMINALS SH/J' • SE USEC )N .-'1LL T[l/MINAI THERE IS NO FLFCTRO:--UT/ON HAZARD. •r H " ,_ "·-"-' <.,i rn;o; \ ! \ \ \ or " ~:. <· (~: ' • . ( ., TI?7ft J:Jl