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HomeMy WebLinkAboutW_5302_SLEE and RO CONSULTING ENGINEERS ~ ~1-U> R. I ,/c1 ;l. No. 1,m . (..' /$(jj_'J IV1'-./..' CONSTRUCTION PLANS FOR Loo.sf PROJECT NO. _,. ~lillrnfllSJ° DMNERANCH WATER IISl10Cf .. - 11840 DR.18(15819)-B Sheet 247 Of 247 ,APPROVED: -• REC01RD DRAWING THIS IS A RECORD DRAWING Of THE FACILITIES IDENTIFIED JN THE TITLE BLOCK ONLY ANO HAS IEEN l'REJtARED IN PART ON THE BASIS OF INFORMATION COMPH.£0 AND FURNISHED BY OTHERS. THE ENGINEl:\R/ MICl-ll?EC1' AND OWNER(S) WILL NOT BE FIESPONSl8lE FOR ANV EMOR(S) 011 OMISSION(S) WHICH HAVE fftlN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS Will \IMV IOMEWHAT . FROM THE CONDITIONS SHOWN HEREON AND AT 90M£ LOCATIONS THE VARIANCE MAY IE LARGE. IF THE PMCIIE LOCATION Of ANY FACIUTV II FIEQUHIIED, THE FM:IUTY SHOULD BE FIELD LOCATED IN TI-IE PMS!NCE OF AN EMPLOYEE OF THE DISTRICT OR TH•E OWNEFl(S) Of TH£ UTILITIES INVOLVED. IRVINE RANCH WATER DISTRICT DIRECTOR OF ENGINEERING AND PLANNl,NG c._:-Jo'HN T. MORRIS, -'f51RECTOR • DATE • OF ENGINEERING R CE No.· 23I~;, lfJ Ml ILMED 1 ... • . ( I I I I I I I I I I I I I I I I I I I I I I I I I I I --- 0 ... ~ tc •0 '------~-------~- I I SHEET INDEX: : -. -.. --- 1. TITLE SHEET 2. PLAN & PROFILE STRUCTL!RE DETAILS - 3. 4. STRUCTURE DETAILS - 5. LOG OF TEST BORING 6. LOG OF TEST BORING 7. LOG OF TEST BORING 4 a CASTAIC RES. -:;;;?"~~t" 0· ,------ VCNru,c;,...tl Q I I _ ___) I._ 0 ! . ' ; I . ~GJJtriq,,'Williarz:i'Prost &&co/l.ssociate£, . PROFESSIONAL ENGINEEtS, PLANNERS& SURVEYORS 0 \ P.O. BOX 19739 • 14725 AL TON P RKWAY,IRVINE, CAUFORNIA9271 B (714) 72·3505 ~ DATE 11-28-89 R.E. NO. S-:3000 TAT£ ~-~ I I \ I I r.lf. WEYMOIJTH MEMORIAL \ \ \ \ Fil TRATION PLANT----~(/) I 0 ~L wt? ... iU --, I ~~-.. -----IJ,>;~-,_j~.r FOOTHILL ,2 llt q' I.II • LIV _ 11)...rl--__ _ (/} -,.,,. ...... o .a ✓ <:( w ti) ~ >1 oil'L •~~ a ' 1< _,7 [~~~ ~: L_ ------- SPECIFICATIONS NO. SHEET NO. 300 ~SILVERWOOC ~s LAKE I I 6 DEVIL CANYON POWER PLANT {O. W.R.) _JL 7 8LVD. 0 Son Bsrnardino -z· ~&r111 • ···----C'.--•• ---...........__,.. . ··-~,f- .------- couN_,:v ----- SAN BERNARDINO __ r-RIVERSIC,-E COUNTY Ji:>,: R.R. CYN. /ffES. --~t--- •o ,. AKE SKINNER l.r--, J i!.-i.., ...... AQIJ DIJC ............ , -... \_ HEMET ~RES. ....... .. EAST ORANG£ COI./NTY Lagund FE£D/£R No. 2 !"IP/£ £NCASEM£Nf•ac• $ee Vicinify Mop Herein) ',("-----(_ __ __, ROBERT A. S/f/NNER FILTRATION PLANT ANO EXPANSION'NO. 2 ,,~r~(:k~ -~~ ~ 5 0 5 10 15 20 MILES - - - --- LIEGEND TUNNELS ------PIPELINES a CANALS ·, -v5 " \ I I I T -• "'----. RIVERSIDE ~- SAN DI EGO "'· ' '-. ' -,.; --~- --~ I • ~ COUNTY ---;,c~ortNTY THE METROPOLITAN WATER DISTRICT. OF SOUTHERN CALIFORNIA. COLORADO RIV~R AQUEDUCT DISTRIBUTION SYSTEM EAST ORANGE cduNTY FEEDER NO. 2 PIPE ENCASEMENT STA./214+58 TO STA.1218+44 TITLE SHEET DESIGNED P,_fJ,YQi!l'j§ RECOMM"NDED .sJ. !,;r',.f' i-wr,\l 1--,,--t-2.-1/_9_Z_j--,---+--P-Y'.----t-u,Tiv.ncs,;;c.-t1ASO:-'T,,:'"''-""'£'"V"'"1"'10"'115;,t---,---, DRAWN d.ff /r!!rf-H~I.-" --.:n A",..~ • ,_ .......... ·-.:r. ,. -• ;4;awsm~ co/,vl'l:JtP. CHECKEDr.;.,K<,,,L ......... APPROVED .. ~.,c.,.. . . . ........ I..L§:;_J_:/.'.°'!7,/;'._.'9~o;_+;r:'.:·.".s.:__. -4-'P'c_':_Y.~!!@TE,~~1£~~;{£~:s£,~~5;';,/.5$/."~~~11<!t'D.JlS'tH¥'~. -1----1--~ WORK ORDER DATE DWN, CKD. . REVISION REC. APP. NO. 7-6347 NO. LOS ANGELES DEC. 1989 8-!4676 SJ..uf 2 c,f e W-5302.~ S -~--~-----·----------------~-•-c-----::c:--=-.-----e--------, ~I ,~ I 1rD1t1J -A 1:-- ,,;' '• .. ~ I i\. I • I 1_ I I I I f 1 i;' ~ +-. 0 .. • ~ ....... 00 (' ~ : • -,.J J ~ • 'i ...... I / :.:: u w I u 0 UJ tr f-' <I r'I 0 ' 0--t--f--i >--f--i :.:: z If) u 0 ~ ~ I-a. <( If) u 0--t--f--i z z o:::!to 0:: > -0 -l-o u <( 0--t--f--i u . z u - UJ I o z ...J 0:: 0 UJ 0 0--t--f--i ,-.....,.,f--i 0 (/) i-c u -u > :::, .J Wll'.,i,_ 0:: I-c,' 1/l I u w :I, -$- <( LIJ z~ -w (!) ...I 0:: LLl oo:: Dl■TEIIIICM POST AEOIIIDER NO. 122390 -------------------- -------- ------------~o:-£a~emenf ENC SEM£NT l.EVArJONOATA {Cont From shed 302) PILE STA. /2/7f 73 f8/ f89 !.97 1218/05 .,. /,3 121 fZ9 f.37 f45 --,.. 170 i • EleY. "'A" OIA1. '8" FT. 01M. 't'" r r. 138. 3(. /0.2 I~ 137.97 9.7 /(i I .3 7. f&,/,:, .._ 9.2 l(i /37.37 8. 7 It; 137.07 8.2 /fi, / /3(.,. 75 7, 7 lfd /3(1).55 7. 7 14 /,3(;,,..'34 7.7 12 18&.IG 7. 7 12 l!J5.98 8.7 12. ~ .,_ ~ ~ r;j ~ Concrcle Encasement {f'er Sec/ion B) lo he Eovlided Firm!(!, in bedrock. Minimum ambedmenf t:1hol/ he 2!0~ Fo11ndafion slcp locafion.5 shat! Comply wifh fhi.s miniinum'errihe;dmcnl- ond mcom:endalions of Gc:o l:echnlca/ £ngioe4r. • ElcV. "I)" ELEv. ''£" DESIGN lO-1D KIP) ' 180Z8 /03.83 SS~I: • 129.89 /03.94 55.51: l29.:S8 104,l.3 Sti,.3J:. • /29.2 104.34 st;, g J:. ' IZ8.99.. I04.S4 $7(;,J:, 128.Gl 104. 72 St;./J:. IZ8.47 /O<i,.S2 4901:.. 128.2(,;, /08.31 4Z3J:, /2808 108. /3 4/0i:, IZZf)O 106.95 430k. 121 ' I I ~ ..._ .~ (\, ..... ~ \ri !- C.F. SPECIFICATIONS NO. SHEET NO. 301 * * • Abandoned Piles £xisli •q lR.W.tJ.18/f lo be: re/oc led p~r domc.slic wale: rt:localion pion. ------, --+ ------------------Pl•'' -tt"---------==-=--+-------,'--------------- "'~ s ~ \ ~ ~ I::, ; I ') . ' ·, -c, . .,-• • -' • . . . ; I ~~ \' ' ........___ '---.-.... sj }:t . . Q. ~ ..,_ ~~"-s---'__,.,_::----__ '-:::__=..3:::.5...,.--=v~f,~A~. =-':..3:=-:=tb~P~I =L-::=E::::5~@=-8=-'---=0=-'-' _~_2=----:_8_9_1_-_o_'_' ------',;;:------"-<;;:------'~----s::::::,--· '0 &5---',----',... ....... ------>r----i ti) ~ (TYP E:.ACH i1oe) i..J ~:--~--"~._ <&i:,,~ l~!?L-l:<--Sr!T302 fo\ .PILE. ~ ~ _- ~ ~ ~~---~""---~~_,,..~\;._~-\_,, ~ --~ ~0~~~.........._ 1rl~~5ticW· ' j_ -_-_:_·-,t_ -·~ --~-" - _··r -=-- . _l • "' "' "" ~ '\ '\ \ ~~ ~ Cf: / -~~ • op,,o' ~"' ~ "" \ \ t-iOTE=.e>: ~ 1214, I l ~ .._ ~ ~ ' ti ~ ' . ".1. : _, j-. I i + ' ' ,'::!,c.Al.-1::=':::> Ho~z.: I"= 2.0' v'l::=,IZ.1: 111 ;= 10 I I ~ ...... ~ .~ ---si . '1:§ - , 1 _, •---:.:-~ .:··t"··-: ..... C.F S i:>-a'T-4 = "70ll.--l!5,o FZ-IN4 µXATION 1217 I I I --·"'------------· -• • -T"-..... ---., "" . ~~eiq,William'Prost ® c§l.ssociates PROFESSIONAL ENGINEERS, PLAN NEAS & SURVEYORS P.O. BOX 19739 • 14 725 ALTON PARKWAY, IRVINE,CALIFOAN IA9277 B (714) 472-3505 p DATE 11-28-89 R.E. NO. S-3000 \ 1z1e. I I ' . - f METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA ~LORADO RIVER AQUEDUCT DIS[R/BUT/ON SYSTEM , 1• EAST ORANGE COUNTY FEEDER NO. 2 1 PIPE ENCASEMENr STA. l214-f58 TO STA. 12/8 l-44 PLAN AND PROFILE DESIGNED P.R. YOUNG RECOMMEN$DE.-•, ,,2'.J.@~u )j..J.. DRAWN J.D. MITCHELL fl:!._ ~ ~ -11~+---+---+--+,.,=e=v,s=.o=L=,.,=,,=so=,,~w=a ... =,c~,,,,,.=+--+---I CHECKED r , . ; : APPROVEDY , - 1/. !(90 f'. S"~ ?. >':' 5.5".+f.W.D, WATE"lf~ J._g,i;;,,_.J-L_-+___:___:_.::..:...J__:-J.<~-~~r =="'!;!!!r:__--+---l---1 W.OR K O /If DE /It LOS ANGELES DEC. 1989 NO. DATE OWN. CKD. REVISION . REC .• AP'; NO. 7-5347 . 51-546?'?' 0 w .-f-' <{ .,. 0 - ~ u w I . u r/l z u ~ w u 0 (l_ w -r/l I f-u <{ _J t z z > 0 0 er: u A( f-0 <{ 0 . z u u -w I 0 z _J 0:: 0 w 0 . 0 (/) f-u -u __) > :::, w c:i:: I\. 0:: f-'<:i. r/l . I u I ~ _J w <( (/J z <( l9 w _J 0:: w 0 0:: SPECIFICATIONS NO. SHEET NO. 302 \-$-,-----------------------------+---...... -----------------------------------------------------------------------, • u ' co I . Cl - 14' O" - ' 3'-3" 7'-6" ' 1:: 7'-0"::: 4-#4 #5 li,l tD ! c.o WRAP PIPE WITH 6" _, 17-' #30 FELT I-LAYER~ (TYPJ ~ r<) r<) ~ I\_ .\ #4 @ I 2" , I ~ ' ~ ---y ELEV. ,, A,, . . . • ' #5@ 6" -------V • -' 'SJ" CTYPJ r----.: • co I -' I . ' tL (l_ . -0 <( >-.. ' N _J f-" ' \C) ' • l{) -. ~ #4 @ I 2" /',, 'v • ' ~ • C)• (TYPJ ), ~ ,. ' -_,,,, I • ' • • • • t w 0 PILE CUT OFF I • (TYPJ . 0 ELEV. "D1"\ 'SJ" I . l . r<) '=:;-¾ . . . i I ' . I 3'-0" (]J 0:: ' ::::;; • _J #5 SPIRALS r<) w lO u •, W/3" PITCH \ EXTEND INTO CAP #6@ 6" I I( ~ ) ' I 8 #II X 2 I ' 0" -' \ ~ > -/ D \ ; _\..:=,I "' P' t ' --~ ' I' II 6 #II BARS _,,. #5 SPIRALS FULL LENGTH ' /i( ' -~ W/4" PITCH \ ' ' I I 111 ( ~ ~ ~ ~ ~ ~ --,111,~1' MA)I. 3 ',-3" #5@ 6" I X 7'-0" 3 .. ----CLR • \' -i ~ #5@ 6" Jz ( TYP J I 2" / 0:: ' _J co u r ' , . ' ! "I I #4 ~ ,.., I il I~ . I \ \ \ C.J. TO BE CLE FREE OF LAI TAN PRIOR TO CONCR CONTINUOUS PILE CAP AN & CE ETE POUR STA 1215+57 T 0 STA 1217+73 • lO 6" I . r<) 13'-6" . ", 6@6"1;;,. ' ~ ,\ \ '. ~~O" DI A.. CI DH \ 8 '-0" CIC . . \ ,/ .. , ,,----~ . PILE CAP WIDEN ~ SEE DETAIL I "--="--...., A V ~ V ~ • BEDROCK C II:== 1111~ ''-./ l/ -11111 ~ I' ENCASEMENT ELEVATION DATA: DIM "B,, DIM "C" PILE PILE DESIGN PILE STA ELEV "A" CUT-OFF TIP LOAD (FT. l (FT. J ELEV "D ,, ELEV "E" (Kl Pl 1215+65 152.0 4.0 10.0 143.9 129.7 256 1215+73 151. 0 6.0 10.0 142.9 126.7 278 1215+81 150.2 6.5 10.0 I 42. I 125.4 297 1215+89 149.2 7.5 10.0 I 4 I . I 123.4 314 1215+97 148.4 8.0 10.0 140.3 I 22. I 334 1216+05 147.6 8.5 10.0 139.5 120.8 347 1216+13 146.9 9.5 10.0 138.8 I I 9. I 365 1216+21 146. I 10.0 10.0 138.0 I I 7. 8 378 1216+29 145.6 I I . 4 12.0 137.5 I 13. 9 406 1216+37 145.2 12.5 12.0 I 37. I I I 2. 4 430 1216+45 144.8 13.6 12.0 136.7 I I 0. 9 447 1216+53 144.4 14.5 12.0 136.3 109.6 471 1216+61 144.0 I 6. I \ 14.0 135.9 105.6 492 1216+69 143.5 16.5 14.0 135. 4 • 104.7 503 1216+77 143. I 17.8 14.0 135.0 103.0 530 1216+85 142. 7 18.2 14.0 134.6 102.2 543 1216+93 142.4 18.3 16,0 134.3 99.8 555 1217+01 142.0 18.0 16.0 133.9 99.7 563 1217+09 141 . 6 I 7. 2 16.0 133.5 I 00. I 563 1217+17 141 , 2 I 6, 0 16.0 133. I 100.9 560 1217+25 140.8 14.4 I 6. 0 132.7 I 02. I 550 1217+33 140.5 I 2. 0 I 4. 0 132. 4 • 106.2 534 1217+41 140.0 10.3 14.0 131. 9 107.4 520 1217+49 139.6 8.5 14.0 131. 5 108.8 505 1217+57 139.2 7. I 14.0 131 . I 109.8 502 1217+65 I 3-g-_ 0 6.0 14.0 130.9 I I 0. 7 499 PILE SUPPORTED ENCASEMENT NOTES: IJ ELEVATION "A" TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION OF ENCASEMENT. PILE CUT-OFF ELEVATION IS ESTIMATED AND MAY REQUIRE • .. ~ ~ -· -~ ,.._. ·l"I"'-=--. PILE TIP ELEV. ,, E " \ STEEL CASING LEFT IN PLACE~· SEE NOTE* ' ' \__ '-._ ~\/~/ 15 , K-NOTE: 3011 ,J STEEL CASING WAS L ~2 ADJUSTMENT AFTER EXCAVATION TO EXPOSE PIPE . DIMENSIONS "B" AND "C" AND PILE TIP ELEVTION "E"-ARE ESTIMATED. FINAL PILE TIP ELEVATION SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER. AT THE FOLLOWING LOCATI ONS ~· \ STA 1217+44 .,__/ A SECTION SHT 30 1 PI LE SUPPORTED ENCASEM~NT / STA 1.217+38] I ( STA -1217+68 SOUTH SIDE y STA 1217-1-77 \ STA 1217+81 l ,_ STA 1217+86--BOTH SIDES ), NOTE: I. SPLICES IN SPIRAL REINFORCEMENT. SHALL BE LAP SPLICES 30". 2. ANCHORAGE OF SPIRAL REINFORCEMENT SHALL BE PROVIDED BY 1-1/2 EXTRA TURNS OF SPIRAL BAR. SEE NOTE ABOVE C,,.___'?---• ,, '2.- 30" 8 # I I X 2 I '-0" 6 # I I BARS FULL LENGTH OF PILE D SECTION 30" CIDH PILE N.T.S. STA. 1215+57 TO 121_7+73 SCALE 3/8" = I '-0" N 3' SQUARE CONCRETE PAD, MI N, I 2" TH I CK CLEAN SURFACE PRIOR TO PLACING CONCRETE ·- ~ STA 1217-1-92] ' ~ STA 1217-1-97 -STA 1218 t 13 SOUTH SIDE .J-· STA 1218+29 ~A 1218+45 .. I'- \,__--~/\___/\ ... ,/ '-../ EXl~TING GROUND LJNE ~--12" DIA CMP, SEAL BOTTOM EDGE W/ MORTAR PRIOR TO PLACING CONCRETE PAD. --9" DIA. MORTAR PAD-2" MIN THICKNESS-CLEAN PIPE MORTAR COATING TO OBTAIN SOLID BOND. PAINT 6" DIA. ORANGE TARGET AFTER MORTAR CURES. ,--EXISTING 55" MORTAR COATED STEEL PIPE; SURVEY MONITIORING POINT DETAIL N. T.S. SURVEY MONITORING NOTES: IJ SURVEY MONITORING SYSTEM TO BE INSTALLED PRIOR TO BEGINING STAGE -I EXCAVATION. 2l INSTALLATION OF MONITORING SYSTEM TO BE FACILITATED BY TRENCHING PERPENDICULAR TO THE PIPELINE. DEWATER TRENCH AS REQUIRED. 3J MAXIMUM TRENCH WIDTH NOT TO EXCEED 4 FEET AND SHALL BE SHORED AS NECESSARY TO MEET STATE OSHA REQUIREMENTS AS APPLICABLE. 4J BACKFILL TRENCH AFTER INSTALLATION OF MONITORING SYSTEM. 5J CMP MAY BE CUT AWAY AS EXCAVATION PROCEEDS BUT SHALL ALWAYS EXTEND 2' ABOVE ADJACENT GROUND. 6J SURVEYOR SHALL CHECK THAT ORANGE TARGET IS VISIBLE PRIOR TO EACH SURVEY READING. 7J INITIAL READINGS AT ALL MONITORING POINTS SHALL BE TAKEN AFTER BACKFILLING TRENCH AND PRIOR TO BEGINING STAGE-I EXCAVATION. 8) MONITORING POINTS SHALL BE SURVEYED DAILY AND ELEVATIONS REPORTED TO THE ENGINEER ON A DAILY BASIS. 91 ANY TOTAL CHANGE IN ELEVATION AT ANY MONITORING POINT WHICH EXCEEDS THE TOLERANCE IN THE TABLE WILL BE CAUSE TO STOP EXCAVATION. IOJ DIFFERENTIAL ~OVEMENT BETWEEN ADJACENT MONITORING POINTS SHALL NOT EXCEED 0.03 FT. Robert Bein, William Frost &-Associates PROFESSIONAL ENGINEERS.PLANNERS & SURVEYORS P.O. BOX 19739 14r25 ALTON PAftKWAY,IRVIJ\£,CALlfORNIA ~2718 (71 4) 472-3505 DATE I I -28-89 R.E. NO.S-3000 NO. e/9e 1j,o DATE CONCRETE STRENGTH ©l) fc'=5000 psi 0 fc'=4000 psi 0 0 ROUGH GRADE DURING STEPG)-~ LIMITS OF STRUCT. EXCAVATION, STEP 0--~ 0 g , -6" \ ENCASEMENT CONSTRUCTION SEQUENCE 0 0 DRILLING & CASTING OF PILES. PIPELINE SUPPORTED ON SOIL EXCAVATE SOIL UNDERNEATH THE PIPELINE & PLACE PILE CAP CONCRETE IN SEGMENT LENGTHS AS INDICATED IN THE PLACEMENT ' SEQUENCE BELOW. THE UNSUPPORTED LENGTH OF PIPE SHALL NOT EXCEED THE SEGMENT LENGTHS INDICATED. 0 ENCASEMENT CONCRETE MAY BE PLACED FOR THE ENTIRE LENGTH LDCAT IONS TYP .------,..--~ 42' 31' 66' 50' 33' 331 331 281 24' 241 32' 16' 24' 16' 32' 161 CONST.JOINT LOCATIONS TYP.---~--~-) ~-~r-I st PLACEMENT I. STEEL CONT I NUOUS THROUGH ) ~ 2nd PLACEMENT ~ 3rd PLACEMENT 4th PLACEMENT t!l8888@-5 th PLACEMENT ~6 th PLACEMENT JOINTS PER DETAILS SHOWN. 2. SOIL EXCAVATION BENEATH PIPE FOR STAGE #2 CONCRETE PLACEMENT SHALL NOT BEGIN FOR 24 Hrs. AFTER COMPLETION OF STAGE #I CONCRETE PLACEMENT. CONCRETE PLACEMENT SEQUENCE \ ___ _ PIPELINE SETTLEMENT/ REBOUND TOLERANCE PIPELINE MAXIMUM STA. REBOUND OR , SETT. (FT) 1214+50 + 0 1215+00 + 0.04 - 1215+50 + 0.04 1216+00 + 0.06 1216+50 + 0.07 1217+00 + 0. I 0 1217+50 + 0.08 1218+00 + 0.05 1218+50 + 0 :J.5'. "'y_ Mt~C. A!l-6(JILT l'MVISIOAI.S ~.S-CONSTRIKrEO INFO.) 5.,. I? Y. hJ/1$5/} l..tMITSOP'5.!I" ,t,tW.O. IIV~~~NG eNCASEMENT OWN. CKD. REVISION >i.a.-f 4 0~ 8 REC. APP. «. N.T.S. THE METR0POL IT I AN WATER DISTRICT OF SOUTHERN CALIFORNIA COLORADO RIVER AQUEDUCT DISTRIBUTION SYSTEM EAST ORANGE COUNTY FEEDER NO.2 PIPE ENCASEMENT STRUCTURE DETAILS STA. 1214+58 TO STA. 1218+44 DESIGNED P.R.YOUNGRECOMMENDED:J;· !~ Rs ,:\\I.~ DRAWN J.D.MI TCHELL '' '-'-~ CHECKED K. 7?e,d_/ APPROVED fll2.t;_ f!./1µ WORK ORDER LOS ANGELES DEC 1989 8-34678 NO. 7-6347 ' I 00 • / p w <S' I-' <( ,') C> ' . I u w ::a - _J w <( (/) z <( (.9 w -_J 0::: w 0 0::: • N I t 7'-6" #4@ 12" 7 '-0" --#5@ 6" n5•-5 .. 1--#5@ 6'X 7'0" i--1---l----# 5 @ 6 " J 6 '-5" • (TYPJ I 2" 1lll~IIIIW\ ; 5. • \ I ~ \ ! V ~~ g .. r " EXISTING GRADE • I 25 'fc .. I I I I / " I ,, ~~ WID . / 1lll~IIIIW I I • rn I N • 0, I . '<t • 0 I . '<t • rn (D I 3" CLR I. I. I • 00 ' [Ilill UNCLASSIF.IED EXCAVAT TYP. ION • N I (/) (D W- O:: 0 <( I- > • N I . ro C (TYPJ #4@ 12" (TYPJ /J-,lr---o~-------CpNSTRUCTlillN JOINT,TO BE CLEAN & FRKE OF LAITANCE STABLE SLOPE. ASSUMED 3 HORIZ TO I VERT FOR QUANTITY CALCULATIONS ONLY ~ STRUCTRE EXCAVATION • 0 I (/) 0 w- 0::: 0 <( I- > • 0 I 2-#4 (TYPJ 12"n 12" # 5 @ 6 " ~------i #4 @ 12"-~ N t • Oz I -. ::;; N -I:: a... a.. '<t <( >- N _J 1- 11,-lll=,,;..------=..L..Jl.!-____L - ~-#51'16" LJ ~ > ' 7 '-0 ,, BEDROCK • FOOTING TO BE FOWNDED IN FIRM BEDROCK. MINIMUM EMBEDMENl 2'-0" B SHT 301 SECTION BEDROCK SUPPORTED ENCASEMENT STA 1214+58 TO STA 1215+57 STA 1217+73 TO STA 1218+44 SCALE 3/8" = I '-0" 1/2" X 6" WIDE PREFORMED EXPANSION JOINT FILLER CONSTRUCTION JOINT TO BE CLEAN~ FREE OF LAITANCE DETAIL TYP. @ ENDS OF ENCASEMENT NATIVE BACKFILL 6" MIN. . , . . . . . • ·.·.,_·_: •. :_. ·.-•.• • '·1 ' . . ' • . . . . . . ' ' . SECTION _J _J C> -z LL. <( :.::: (/) u <( al #4 @ 6 .. #6 @ 6 .. 2 '-0" LAP (TYPJ 2'-0" LAP (TYPl 3 .. CLR (TYPJ ---- CLR (TYPJ -------- EXCAVATION EXISTING GRADE BACKFILL 1. l.1 .oo· ~ TYP. ~ ~ UNCLASSIFIED BACKFILL STRUCTURE BACKFILL CUT/FILL PAY LIMITS CONSTRUCTION JOINT TO BE CLEAN & FREE OF LAITANCE EXIST. BEDROCK PROF ILE -- 2-#6 RING BARS @ 6"0.C.AROUND PIPE 55" MWD ---\----\--_J PIPELINE ---------------7\\~~--- ~-t;;;:::::::t:=::j ~ • CL 00 >--I-- _____ ...J...._ #4 @ I 2" (TYPJ ~ MIN. 18" (TYPl 2'-0" MIN. ELEVATION C.J.TO FTG.STEP BEDROCK SUPPORTED ENCASEMENT OD Robert Bein,Willialii. Frost & Associates PROFESSIONAL ENGINEERS,PLANNERS & SURVEYORS P.O. BOX 19739 14725 ALTON PARKWAY1IRVINE,CALIFO~NIA 92718 171,4) 472-3505 SHT 301 PI PE BEDDING BEYOND ENCASEMENT DATE I 1-28-89 R.E. NO.S-3OOO < :, AROUND PIPE TYPICAL PLAN • 0, I . '<t • rn I N PILE SUPPORTED ENCASEMENT ;(#6 - 6 .. CLR. - DR.18 (15819)-b Sheet 4 Of 8 @ f#5 @ 6 .. - 6 .. ~ 2' 0" p J . / --I -- CONSTRUCTION I JOINT TO BE CLEAN & FREE OF LAITANCE -.. 8'-0' ELEVAT I ON 1#4 @ I 2" /J . . ' - - ,r-#4 l<il 6 .. > I ,-• • --. • ---. • • ' . -. • • -• • • . . -3" MIN. EMB. I , . ' • --~-- ! ! .. .:,.,., R""0'·o···R· · D:. '. it:, 1:,., l/; Ki ~' --~- r ""1·--"'" c· r;Jil. ' f' ,,c, ' ,, J\"1 ,' 'i Uf ·.'· .":'·' .! '. , • .. ' , I ll '...c.> ,,: :· .r,1;,., •, .. • \ f . ·-. . , . ···-~ : - PILE SUPPORTED ENCASEMENT THE METROPOLITIAN WATER DISTRICT OF SOUTHERN CALIFORNIA COLORADO RIVER AQUEDUCT DISTRIBUTION SYSTEM EAST ORANGE COUNTY FEED£R NO.2 PIP£ £NCAS£MENT STRUCTUR£ DETAILS STA. /2/4+58 TO STA. 1218+44 DRAWN J. D.M I TCHELL RECOMMENDED ,.t.~ '\., DESIGNED P.R.YDUNG 1'-£ ~ 2 /92 J. ~, /', Y. Ml:-~;~/;!/t:;:%s CHECKEDef APPROVED efZ/1.J: .... :..:J/. WORK ORDER REC. APP. NO. 7-6347 NO. DATE OWN. CKD. REVIS I ON LOS ANGELES DEC. 1989 B-34679 D ti.. 19 l IS ~ t ~ I\" ,. ~;-. • .. i)I~ ~ e ...... 0 ... • :.:: u UJ I----+--+-, I I--+--, :.:: u U) u z fil UJ 0 ~ i5 --1--1--1~ z ...J ~ ~ 0 > [I._ 1-ai: u <( i.---+--+-, 8 i-u-.+--1 ~ u j I a:: --1--1--1 ~ UJ § VJ I-' .) Q._ >u UJ ~ a:: 1- U) :i: fil :I oc _J <VJ z< -w c:> _J a::w 0 a:: D■TUllCH POST RIOflD■R NO. 1223119 GEOfECHNICAL BORING LOG BH-2 Date 8-17-89 ---~~-; __ _ Sheet I nf l Project ::-_________ _,P_.el,::lca,,,,,nc,Hcel,,11,'H"oa:::"'d----------- Drilling Co. Hl111lde Drlllln1 Project No. Type of Rig 1810165.07 Bucket Auger Hole Diamete~ 16~ Drive Weight Elevation Top of Hole 167+/-Ref. or Datum • 1 - - - - 5- - 2/6' 4/12" 88.9 32.2 1 .. - - - 10- -' '1/,· 9 12 Ul3.l 23.11 - -,,_ -3 '/,. 9 12 Ul6.0 22.2 - - - 20- -4 18/6 ~0/1:Z-87.4 17.9 145 - - ' "1/,'' :3l t2• 98.2 24.4 - 140 -6 '36/o· YJ/9" 98.4 25.3 - See Note Drop (in.) 12 GEOTECHNICAL DESCRIPTION Logged By Sampled By cw cw - 1/BV": Dark paywry-)'9y1ilt, wi!h trace of~fine sand; saauratcd, 10ft, VCI)' porous, roms, slightly pl,mic, fonns ti' ribbon @'': Dark brown w-ryd11ycysilt w0lh 1ra,·i, nf fine sand, ~lightly more ,han above, saturated, soft , @5': Dark blUIWII cl~y silt, saturated, soft very porous, up t,) 3mm di11me1er, trace of very coor.se sand @9': Dark brown clayey .sill, sligbt fine 10 medium sand, :saluratcd, '°'"" @10': Brown, c:llyey 1ilt, with slighl sam.l, w,ry mo1M, poroui; @14': Gray 1ilty (U1C 11nd, trace of clay, cunings arc: saturated, ,_ @15': Light gnyuruly&i.11, very mmst, soft to medium stiff, r.ligbtly porou&. Silt cluts are up 10 1/4" @19': Gray, clayey fine toco.-= ~11nd with whblcs up m ti' diameter @20': J,ighf grayaandy,silt, moi~t, ~tiff, some unoxidized @22": Gray fine andy silt, moist, stiff, ve,ry frw pun:s @23': Coanie CIDd and &mall pebbles in a sandy silt matrix @23.5': Thinly bedded fine sandy silt @IS'; Darlr. payai.lt lrilh trace of fine sand. mom, very stiff (samplnwu~rydifficult to pull ou1). ligh1 @27': Dark grayllill lrilh traces of sand, sa1u:ratcd. hard Total Depth=28'. Bedrock@26'. Wa1er@ 2·. NOTES: Dri11e Weight: JOO lbs 10 15', ISO \b5 to 20', 38□ lbs to 30' 505A(11/77) LEIGHTON & ASSOCIATES GEOTECHNICAL BORING LOG B-CPT-4 Date 7-17-39 Project .,,----------~P~••=""'=•~H=i=ll~H~oa=d __________ _ DrillingCo. ----=-----=-,--=~Pl~•=n=eer=---------:-:,:-::--Hole Diameter s~ Drive Weight °140 lbs Elevation Top of Hole 156+/· Ref. or Datum Shc::c::t 3 of Project No. Type of Rig _3_ 1810165.07 Hollow Stem Drop (in.) 30 ! GEOTECHNICAL DESCRIPTION -- 95 - - - -.,_ 90 - - - - JO- 85 - - - -,,_ 80 - - - - 80- 75 - - - - 85- 70 . - - -- 505"( 11/77) I i 00 C7 100/6" 107.5 20.S Logged By Sampled By MMM ~=': Mottle~ ,..rown, gray clll)'Stone Bottom of boring@li1'. Gro11ndwatcr@ 15.5' after LI rilling, @ 6'aftcr 24 hOIUL LEIGHTON & ASSOCIATES GEOTECHNICAL BORING LOO IIN-1 Date 8-18-19 ~--~=--;--Sheet ~f 1 Project i,! :-------+--,---"Pe-"l"'lca,,,,,n_,H,,1,.11,'H"oad= __________ _ Drilling Co. Hillside Drillig Projccl No. Type of Rig 18101115.07 • Bucket Auger Hole Diimteter 16~ Drive Weig.bl StoNotc Drop (in.) 12 Elevatio;n Top of Hole 1511+ I-Ref. or Datum 5 .... "• •• ii~ .. "' "' 150 14' 140 135 130 5-, 10- ,._ I ' I I ' ·i ' 2'- - • 1 1 ' ' Date 7-17-89 12/6" 39/6" 103,9 24,2 6/6" 24/6' 101.7 22.7 'J.9/6" 24/6" 98.0 26.4 GEOTECHNICAL DESCRIPTION Logged By Sampled By FA FA IJ!'l-': , 11"11yc,ayey 11,t, ury, parour., roots @2': D■rk gny-■mly sill, aturated, soft @6': Same 111abolle, ~ei; mott we1, 1racci: of clay @8': Heayy seepqe, Mier coming out from bucket @9': Dark brown clayey ,m with traces of sand, saturaled, sofl @12': Saine u aboR @15': Dark gray uody1ilt, &aturated @17': Light gray d■~y 1ilt, or11ngc-bmw11 ,taming, sli11h1ly frac:tuRd, sofl to ltiff @18': Bedroclc lillltoae @22': llald lo drill, light gray i;ill, wcl, Lien,..,, ~1,ff, urangc. s:talnlng Total Dcpth=22'. Watcr@2'. NOTES: 300 !bl IO IS', 15□ to 20', 380 10 JO' LEIGHTON & ASSOCIATES GEOTECHNICAL BORING LOG B-CPT-2 . ' Project ;;, ,--------+--~Pe=lica=•~H=ll=l~Hoad=~---------- Drilling ~o. -----=--!----c-c--c~Pi='oo=oer=--------~,--- Sheel ....... Lslf Project No, Type of Rig 2 1810165.07 millow Stem Hole Di~eter 8" Drive Weight 140 lbs Elevatiop Top of Hole 159+ /. Ref. or Datum Drop (in.) 30 .1 "' 150 14' - . 10- - IS- . . - 140 • 20- - - - 13' - 2'- - - - 1,0 - 505A( 11/77} I Bl Cl c, C3 C4 c, C6 15-18 115.7 11.0 " 4-4-5 110.1 19.0 2-5-5 106.9 20.2 40-118.2 17A 50/1" 28-SS 114.9 16.2 105.6 19.7 GEOTECHNICAL DESCRIPTION @2': Brown, medillrll to coarse sandy gravel (claystonc pic:cel!:), dause, damp @5': Ony-~ clayey medium m coarse s;ind w1th gravel, loose, moist @1□': Gray green da)q' medium 10 co>1p;e sand concaCting bl'OW!I siltstone cobbls., loose, moist @15': Llpt bl'OMI clayey sandstone (boulder) @20': Mottled ligbt brown-gray fme sandy 5il\s1onc (bedrock.) @25': Mottled pay-btQ1111\ clayey 5andstonc: (bedrock) LEIGHTON & ASSOCIATES . • GEOTECHNICAL BORING LOG B-CPT-4 Date 7-17-8!1 ---~=----Sheet l of 3 Project Pelican Hill Koad Drilling;;C-o.--------~==PHl::.c-... ==r:... ________ _ Project No. Type of Rig 1810165-07 Hollow Stem Hole Diameter 8" Drive Weiabt Elevatiou Top of Hole 15.S+ /· Ref. or Daum -Bl - Cl 3-4-5 99.9 21.6 - - Sl 103.9 23.4 - - - 10- 145 • bl - - - Sl I\ 91.8 140 -\ - - . 20-S! 86-1 37.7 13' - - . 2'- SPT1 2-2-2 j,O . 1411 lbs Drop (in.) JO GEOTECHNICAL DESCRIPTION Logged By Sampled By MMM MMM lan brown suty•nd 1111th pa&& and ve~1011on @2': Dark brown sandy clay with organ1es, solt, wet (till) @S': D1uk bnnm aandyclay with some: grn11c:I. soft. wet @10': Brown d.,.,-fine to COll15C sand Wllh fine Lo medium gra~l, loose, saturated @15': Greea-sray a.mdyc~y, soft, saturated @20': Same @2S': Black fine lO medium sandy clay with org::;imc odor, soft, - 5□5A( 11/77) LEIGHTON & ASSOCIATES GEOTECHNICAL BORING LOG B-CPT-2 Date 7•17-89 Sheet 2 of Project Pelieaa Hill Road DriHing ;C;-o-.--------~==~Pi::c-o~oee=r"-----------Project Nri. Type of Rig 2 1810165.07 Hollow Stem Holc Diilmeter s• Drive Weighl --------~1~40"-"lb~•~----- Elevati@R Top of HDlc 159+ /· Ref. or Datum Drop (in.) 30 a ... ., .c:.jJ _.. Ill -iJ 111 • 11 11.. i11.. ~u.. .. w - - - 12.5 - 2.5- - - 120 40- 11' -- - . . 110 - s □- - - - lll5 -,,_ - - - C7 ca c, r r 50/1• 101.9 1:3,2 Sl 50/1" 103.8 13.2 60 50/I" 1124 11.l lOOW 102.4 t4.8 GEOTECHNICAL DESCRIPTION Logged By Sampled By MMM MMM @30': uarlt Jrl.Y .inc sandy s1lt.stone (bedrock) @35': Same @40': Gray siltysands10nc (bedrock) over dark gray sandy si1Uitone @45': Gtay sandy mllltone (bedrock) Bottom ofboriq@45', -Groundwater c:ncountc:rc:d@ 6.5'. .. -· ' ., I Llll□..!..iia:;._"·========a==;;;;.:;=;;......:=================;;;:::11' ... , 505M11/77) LEIGHTON & ASSOCIATES ~c:ilciif,,'Wil/iam'Prost G& c§l.ssociates PROFESSIONAL ENGINEERS, PLANNERS& SURVEYORS P.O. BOX 19739 • 14725Al TON PARKWAY, IRVI NE,CALIFOANIA92718 (714) 47?-3505 ' SPECIFICATIONS NO . SHEET NO, 304 GEOTECHNICAL BORING LOG B-CPT-4 Date ____ 7~-~17~-~89~---Sheet 2 of _3_ Project __________ .,_Pe.,t,,ica=n_,Hi,.·1,,1,.Roa=d,,_ _________ _ Drilling Co. Pioneer Project No. Type of Rig 1810165.07 Hollow Stem Hole Diameter S" Drive Weight Elevation '.fop of Hole 156-t /· Ref. or Datum 125 - - - - 120 - . . . "1- 115 - - 45- 110 50- 105 . - - 55- 100 - - - - u .. ro 0.0 ~.J a bl SPT2 C2 c, c, cs C6 r " •" '0 ell. _, L ~. n. 4-7-5 26 50/6" ,0 66/6" 113.S 40 114.3 100/3" 117.!i 45.l 17.7 18.5 lfi.2 140 lbs Drop (in.) 30 GEOTECHNICAL DESCRIPTION Logged By Sampled By MMM MMM ~.,..., : vray-green day, st,u, saturated ""'.'i .,.;,., "-le,,,' = @36': Graysamlyday, medium stiff, sat1.1r11.t1:d @39': Gray silty maiium lo co.a= sandy gravel. de:n~e . .sa1urated @45': Bcdmd:: pen gray fine: ..an<ly d,1yi,wni, @50': Mottled brown-gray fine: sandy daystom: 505A(11/T7) LEIGHTON & ASSOCIATES DR, 18(15819)-B Sheet 5 Of 8 ' ·-· .-, ii "" ,:-,.., 1, ,c ' ., - ------ t \_ :to ?PT·I MAP ~--'-= =======--~.,:::, I !' RlcCORD DRAWING THE METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA COLORADO RIVER AQUEDUCT DIS[RtBUrlON SYSrE'M EAST ORANGE ca.JNTY.FEEDER NO. 2, PIPE ENCASEMENr STA. 1214 +58 TO STA .. 12/8 +44 LOG OF TEST BORINGS DATE 11-28-89 R. E. N 0. S -3000 o---+--~--+--+---+---------...... --.----1 WORK ORD~R NO. 7 _6347 LOS ANGELES DEC. /989 B-34680 NO. DATE OWN. CKD. REVISION REC. APP. e Dt. - \ . CP I ' 1 -$- ~ u w :c ~ u vi u u z llJ w 0 0.. :c Ill u ~ ,_J z z 0 0 > !;i Ill'. u ~ 0 z 0 (.) 0 u llJ I IX i ,_J 0 llJ 0 1/) 1--' J u > u :::, 0.. w a:: i!l:: I-r;l Ill -$- -DIETINICH ~ AIOFIDIR NO. 1223$9 SPECIFICATIONS NO. SHEET NO. 305 ,-$-------------------------+----------------------------------------------------------------~--, I . GEOTECHNICAL BORING LOG B-CPT-1 Date ___ _,7"'-1"8-"-8"-9 ___ _ Project --------'P'-'e,,,lic=an'-'lli"'""ll__,R,,oad=ecS<11l11="''""'''-'B~ _______ _ Drilling Co. ---~-------Pl=on,,,ee"'r~---------- Sheet __!,__gf Project No. Type of Rig 3 1H10165-IJ7 , Hollow Stem Hole Diameter 8" Drive Weight 140 lbs Drop (in) 30 --Elevation Top of Hole 158+ -Ref. or Datum ~ ll ~ i~ C 0 .. .. • GEOTECHNICAL DESCRIPTION 0 • ·• I • .. ., .c., ·• ~ z ,o • L • •• ". ... .c" • ~f ~g_ ,., ., . ... +> C 0~ !• a"l a.o • ,., •• uL -~ ., ~a-... .... ... L a-m, oc Logged By GKF ., " ll •-I~ w • • a. L ,: . .gv • • 0 0 Sampled By GKF - - 1.55 -Cl 3-6-7 101.3 19.1 @3': (fill) I3I0wn andy clay, moii;t, moderately stiff -,_ @S': Gray sao.dy day, wet soft (alluvium) ~,A~ t. CN""I\.J""''r-:.... --SI --- 150 - -@9': Gravelly coarse sarul layer, 4' thick. wet, \Jcnse 10-c, ..,_. 105.2 22.2 @9.5'; Tan bIUWn clayey 1,11nd. mot5I, medium ~l,ff - -' @12': Sample lost 14' . c, 2-2·2 . SPfl 1-2-2 @14': Dari.: gray, soft, -t, sandy clay 15- . . @17..5': Darltgray,....ct,deme,clayey~nd 140 S2 ~ 95.7 283 . 20- . @22': Dark: p-ay, Mt, aoft;, sandy clay l3l C4 2-4-5 !11.8 40.4 . ,,_ . @ZT: Dark p-ay clayey silt, wet, soft 130 s, "'" 41.4 50SAC 11/77) LEIGHTON & ASSOCIATES GEOTECHNICAL BORING LOG B-21 Dato ___ ~l.._-2,,,1""-8"7 ___ _ Sheet .....l..!/f 2 P,oject No. --:::-c'll,-1_.01..,6 .. S-06~=- Type of Rig HOLLOW-STEM Project -----------'P';:e';;llc;cacco::H';'i;'ll;:R;;o■;"d~;:::--------­ Drillio& Co. -----=,,-----:lc'R~D';;RcclLL~IN7'G=I~N~C-~-----;-:;.;-.;.- Hole Diameter a~ Drive Weight --------'1"'40"-"L"'B"S.'--------Drop(iD.) ll!:._ EI T fH I 160+/ Ref o,Datum s .. GeotecbnicalMa~ evauon. opo 00 . ' :, ~ .~ GEOTECHNICAL DESCRIPTION C • .. .. • • • ' • z 11 ·• • • ,m .... r:., ·• ~-l!i • , .. i~ , .. ., . l! t• • •• " C u~ • • ,!: . ., -~t •L Ca. ... _,m • t tir ? I! a -~ :i Logged By SG -" • ~ m u ,ijv Samplod By SG m C ·-- - - C 125 ,,_ 4 ' 104.4 22.5 ML/C @35' -Dark grey clayey silt, very moist to wee, medium stiff. --- - - 120 40- -@41' -Layer or gravel encounte~d. -@42' -Bedrock ri:11 - - 115 .,_ ' • 21w 112.6 18.7 ML/C @4S' -Gri:cnish grey clayey siltstorlt; medium IC high plutidty, moist, hard. ' -' SlW ML/C . - - 110 so-' 11:5/6" 121.9 13,1 ML/Cl @SO' -Light grey clayey ,iltstonc-bedioc:k, damp 10 moist, hard. Ground W111ercnroun11ired at 4'. -\ Total Dcplh • .50-1/2' . . . . ,., 55- . - 100 "' 505AC1l/77) LEIGHTON & ASSOCIATES ' GEOTECHNICAL BORING LOG B-CPT-1 Date -i---7~-1~8~-8~9--~- Project , Pelican Hill Road Segment B Drilling ~o. Pioneer 0 nve e t 140 lbs Sheet 2 of Project :-.ro. Type of Rig D 3 1810165-07 Hollow Stem H leD"' 8'8 D. W igh t ~eler rop m. --(' ) 30 Elevatio r'" Top of Hole lSS+l-Ref. or Datum • :, ~ .~ ii .. I!! .. .. • Gl:OTECHNICAL DESCRIPTION u , ·• • • -, .. .c., ·• ~ •• ~-- L • •• .µ • .µ • r: ~ ,. al B~ ., . •• ... a.o • ~~ ~ g_ •• "~ iL ~L -~ ., .. a. -, L .... _,., L a. ,E ~. D C Logged By GKF ., " E i: .. :, ,: . ·-t:i w • L 0 ,!!~ Sampled By GKF " C -. -S4 100.9 23.8 @32': Dark pay aandy clay, moist, medium su!"f > 125 - - 35-Sl'I2 3-5-43 @3.5': Sandy silt, wet, dense with churik.s of bedrock m sample . c, 100/3" 104' 19.1 -! @37': Bedroclc pay siltstone, tw.rd c, 100/5" 17-5: 107-4 120 ! - 40- Ill _I -, 45_11 110 c, 100/6' ]01.6 20 @48': Bedrock: grayailtstonc, hard ·, .. so-I ! _I .. 105 I .. - ' . ! 55-' _, a _I 100 _I I 60 i SOSA( 11 /77) • LEIGHTON & ASSOCIATES FRIC~ION RESISTANCE CONE RESISTANCE 0,-f-•~-~.L..:st~=--•~KG~/-C-1"::.;_1"'=:+'-!:-~o:;... ....... 14=0 ........... ,fo::.'.5.f...;~.:.iK'Gi=rf~C~".'.: ,1,'°:.........;•~o~....:•~o:.... .... :;i \ ' > 5· 15· ~ ? I0-1--~1---11-~,,_.1....,,....--+---t----t------+-----------· ··---- ~i ~ -~t--r-'51,E-J-+---l-----·-•·-------···-· ' r' ----1-----1----1-1 I---+----+ ---+---!-----+-----· ----·--· -----• > . s 95· ---•-··-___ , ___ _,,,.r---·-__ ·_,_ __ --····-· ·--··•-• ---··----·- 6 ,oo GEOTECHNICAL BORING LOG B,CPT-1 GEOTECHNICAL BORING LOG B-21 Dale 7-18-19 Proje" -=--------~l'e~U,,,•~Oft=H=U~l~Ro■"""d~S~fl"'-=••=•~B~-------- Drffllng Co, Pl<l-r Sl\c:cl ---1.....Qf Projcc1 No. Type u{ Rig 3 l810lli5-07 Hnllaw Stem Date l•21..a7 Pn,joct _________ ..,Pc,el::lean=ceff,::le,U,.::ll<l■=4=---------- Sbeet _!_of Proju.t No. 'I'yp6 of Rig 2 1810165-06 HOLLOW;STEM D,op(in.) .Ml'..._ Hole Diameter SNB Drive Weight Elevaliimn Top of Hoh: 1!18-t / Re( or Datum - 140 lb.I D,op(in.) .1L__ DrilliJI/I Co. lR DRILLING INC. Holie-Diameter 1• Drive WE:ight Elevatio ofHole 160 / Roi D nTop + • or &tum " S Geoledtoleal Man • ll " i~ 5 !, i l! .. I GEOTECHNICAL DESCRIPTION • ... L • ..... .£ ., ~ Ii 11 ii ~- ,., ., . 'ii• • ... 0~ ~l •• ,!o. u ., ~1 ... ii .,. L t m, Logged By r;KF ., e ll ·-l :i w • • .. • :v 00 " 0 0 Sampled By GKF • :, " ■-C j ! ., .. t . GEOTECHNICAL DESCRIPTION 0 u ., • • .. ., r:., ., ~ • •• • , .. •" iJ • • !H. ., . ... i: • ... 0L ... u~ •• ,_ •• ~L c!IIL ., ~t -. i~ ., " L 9-m, Logged By SG ., .. :, •of.:) w • • C. L ,: . .gv " • C u Sampled By SG , '$?~: ~-roe~ coune 111uub;1one, hard cs 100/6" JOU 22.8 Dotlom ofbcrina:@61'. GroondWlllcr (~ S', -·--__ -uio.na-y ... 1,,.....,mOllt. . --1 ., --. --@4• -Orouad Mier enc:oun1ered. .,_ 1.55 s--1 1 ... , ,., CL @5' -Orq,iall bJOW& allay day wilh concretion and und, Ml, medium 111:irr. -- -- ,0 --. --. 70-'.150 ' 10- -- -- "' -- -- 15- - 14l 15-2 5 ,.., "·' CL @LS' -Oracnish p-ey lilty day with co&Cfftion and and, M:t, 110ft; @lS.5' -Duk pey silty etay, -:et, soft. -. -- 80 . - . - 80-140 20- -. . - 75 . -.,_ 135 ,.,_ ' 6 111.l "·' ML/C @25' -Dark greydaycy silt, wet, very IOft to scfL . . 70 . . . . "" •a , 505.\(11177) LEIGHTON & ASSOCIATES 505AC11/77) LEIGHTON & ASSOCIATES FRICTION RATIO IXJ 0 5 10 -,---+----!---t-40 5 e Cl "' ... ... ::,: .,, m ,. .. 0 5· 10 15 fjl:io .,, ... :c ~--... m "' ... ID FRICTION RESISTANCE TSF IKG/CH' J • ' a lr--,-S ~ 0 l 0 ---··· -l-----1------1-------1--·--····· _ . CONE RESISTANCE TSF IK!llCM1 I 1, o a, a a o 35 ···--------1---1-----·· ---·-··· -·-----·---........ . 31 D 3 0 ' 0 so+-~----1----..--1-~-1-........... 1-,-,,..,..,,..j..,..,...,~....-,....-,+-,-.,.....,+.,...,...,...,..+,-,..,...,..+-...... .-.-1 6 DR. 18(15819)-B Sheet 6 Of 8 S~IL COLUMN FRICTION RATIO IXI ID ... .., "' l---f---'ll!,---1---1i-.a"' 8 PROJECT1LE~GHTON /IRVINE iPROJEt:T NU~BER:89-230-4204 . INSTRUHENT:NUHBER• F15CKE091 '~RTE• 07-14-1989 11111!!1 Ti. frth T""1ll/'f/l -,..,,,..,,,,, CONE PENETftG"ETEn TEST PRClBE~ CPT-1 PROJECT1 LEIGHTON /IRVINE PROJECT NUMBER, 89-230-4204 INSTRUMENT NUMBEA1 F15CKE09i ORTE 1 07-i4-i989 I!!!!!!! 1116 forth T,chno/1111 • Cor(IIJl'at lllil CONE PENETftOHETEft TEST PRCJBE: CPT-2 ' No. S 3000 I Exp.N~·f/ •! .J" "-" ' _l"RUCTD'/,." ~GJki11,,'WiJJjamProst ~ c';llssociates PRO,FESSIONAL ENGINEERS, PLANNERS& SURVEYORS P.b. BOX1 9739 • 14725 ALTON PARKWAY, IRVINE, CALIFORNIA92718 (714) 472-3505 DATE 11-2.8-89 R. E. NO. S-3000 TH£ METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA COLORADO RIVER ACWEOUCT DIS[R!BUTION SYSTEM_ EAST ORANGE COUNTY FEEDER NO. 2 PIPE ENCASEMENr STA. 1214+58 TO STA. /218 +44 LOG OF TEST BORINGS J...--4-----1----1----1----------1---+--i WORK ORDER LOS ANGELES DEC. 1999 NO. DATE DWN. CKD. REVISION REC. APP NO. 7-6347 B-34681 ( IS'fl'f)-IJ t ~ -+- '°' !) ---\- l s ~ i1' ~ C ~ u w --+--I :I: ,--1--1 u In ~ (.) ~ z ~ :I: 0 (I') u 1----....--,1--1 ~ 1---,1--1 ,c( ...J 2 Z ~ 0 i5 > ~~ Ck: (.) <l 1----....--,1--1 8 . z u ~ \ ~ ~IJJ 0 --1--1 t/) I-' J u > ~ 11. w a:: "' 0:: .... 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BOX 19739 • 14725 AL TON PARKWAY, IRVIN E,CALIFORNIA92718 (714) 472-3505 EL£ VAT/ON / PILE CAP WIDENING DETA/£-1 ) @5fo./2/5f89 .J02,9O3 G Sfo. !2IGl-4515oulh @Sfo.12/"f93 Side ~ SfQ.1217 tO I _/"----/\_____ __ . _..,. --" ----~ \_ -.. /'-- DR.18(15819)-B Sheet 7 Of 8 FfECORD DRAWING IJ • I I i I I k-. /:::.· .::;-: .. - ' •• --~·:··:::_ :_ ___ :'-·_, ~" 11 J: .. ~. -'f':~·- f • THE METROPOLITAN WATER DISTRICT OF SOUTHEll:N CALIFOll:NIA COLORADO RIVER AQUEDUCT DIS[RIBUrt()N SYSTEM EAST ORANGE COUNTY FEEDER NO. 2 1 1 PIPE ENCASEMENr . • _._ STA.1214 f58 TO STA.12/8 f44 LOG OF TEST BORINGS DESIGNEDP~ YOUNG RECOMMENth;DE ~,I, rl-\~).lltl.; DRAWN JD. Mr7'CRNI 77----b -, 1--~-1-----+---+---+--------+---+~---11 CHECKEDm, APPROVED vl'u. '°""'~ .$"· ,,-,. v M/SC • .4S-fJIJ/ITte£VISIONS .DATE 11-28-89 R.E. NO. S-3000 .,, ~c • >, r, ,, '4S-coNST1'//CT£0 INl'O.) WORK OROE:R l--'i!"'='---l-'----l----l-...:.:_.f""-="'-'-'-='-'=-,=-.,=-.-+----1----4 LOS A NG EL ES DEC. 1989 NO. DATE OWN. CKD.' REVISION REC. APP. NO. 7-6347 ll-!14882 W --s 3o-2._-S SJ...u.{-6 o F 8 , O'O