Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
R_5415_S
LOS ,\N(; I L F S CO\J\JfY CYP ESS ,-Kdt1,1l.a , / LOS ALAMITOS , HUNTINGTON B □I INDICATES AREA SHOWN ON LOCATION MAP " " FULLERTON Cha,,inan ,. ORONA DEL MAR 'a: FRWYIPROPI g A DELMAR J j SAN ~ERNAADINO COUNTY ,--- 1 I ' ' . : \ e,vrns,oe cocmv '·0 '•~0 l \__ • c.o,,o • --l .. , MODJESKA -----CLEVELAND ..._~ ~1' 7 NATIONAL ', TRABUCO OAKS i 11 ) " FOREST SAN JUAN CAPISTRANO ', I I SAN DIEGO COUNTY VICINITY i\JIAP 1 0 5 SCALE IN MILES 10 JAMBOREE ROAD BRIDGE PROJECT LOCATION D SANTA ANA, CALIFORNIA H.G.OSBORNE, DIRECTOR PLANS FOR W~DEN~NG OF D D 0 f'UNDED 181Y= HIGHWAY USERS TAXES CITV @v N!Et"Jf!O~'f fill(ESlCt=!J APPROVED·•~ Wu '3-28-77 ASST. IRETORof PUBLIC WORKS DATE ., D 0 • SUBMITTED• !})..wMf~ 4-J-77 SECTION CHIEF RCE 13941 RCE 13142 D D 0 I Ii I I I I ! II 1/8 2 3 I I 111 111111 1/10 3 inches on originol drowing INDEX OF SHEETS SHEET DESCRIPTION TITLE SHEET 2 GENERAL PLAN 3 FOUNDATION PLAN and PILE DETAILS 4 ABUTMENT DETAILS 5 DECK SLAB REINFORCEMENT 6 RAILING DETAILS 7 MISCELLANEOUS DETAILS 8 -10 LOG OF TEST BORINGS UTILITY SOUTHERN CALIFORNIA EDISON COMPANY ( Leon Kirsch) SOUTHERN COUNTIES GAS COMPANY ( Lee Weight) CITY of NEWPORT BEACH WATER DEPARTMENT (Tom Phillips) PHONE NO. 835 -3833 634-0211 640-2221 BENCH MARK• ocs 3N-46-70 BASIS OF BEARING: I ALUMINUM DISK LOCATED ABOUT 0.3 MILE SOUTHERLY ALONG JAMBOREE RD. FROM THE JUNCTION OF PALISADES RD. AND JAMBOREE RD., ABOUT 0.3 MILE NOR- THERLY ALONG JAMBOREE RD. FROM THE JUNCTION OF BACK BAY DRIVE, AT A CON- CRETE BRIDGE FOR THE NORTHBOUND TRAFFIC LANES, ABOUT LEVEL WITH THE ROAD SET IN THE TOP OF A CONCRETE WINGWALL,1.5 FT. SOUTH OF THE SOUTH- EAST CORNER OF THE BRIDGE. ELEVATION 23.572 ADJUSTED 1970 N 7° 12' 59" W AS THE CENTER LINE OF THAT SECTION OF JAMBOREE ROAD, 1424'• SOUTHERLY OF BRISTOL STREET AND 461 '• NORTHERLY OF BACK BAY DRIVE. NO. DESCRIPTION W. 0. NO. R 12018 DWG. NO . ' SHT. APPROVED DATE REVISIONS l)wc. /1/E Ftl,$-/04-2 [SHEET I OF 10 ] R-54/S-5 .. ' ' . i ! ' ' . I :\ :::0 U'J I. :c 07 -I~ ~ 07 o -I (J) -I I tO / r .. ~rnIQll ID GE 33/e'- £ SOUTH I , ,-. 42'-0" h&UTM ENT N! l I I ,._ I ~ EASU.\ENT L_INE_,~_SlA1[ Df CALlfDflNIA -AP 440 .. 14-2-IB -- :,::, -----------------►-- I I I'· O" 12' .. 0" 2'-0" l'-0" ------- CL[AR .. . .. GRID GRADES • ~ ~ SEE 5H£E1 tt~1 \j' P1, 2. 2.0" • .. , Y. ii . Jr:_-~ -2 °lo t v~ -...l(..,0 UT I LI l Y OPENING f OR CI lY ~·s:'i-~0--.J..J---L---1;'0;--;;-0 ~ ~0 .£.£.£. 0 ° 0 0 ~ ~0 ~ .. 7 Of NlVHO~T BEAtH fER L,~-,,-,......,-1 ,-. ,-1-Tr,1 ,r D lT A IL SHEET H ~ 5. 5 -if , 1 , 1 1 1 1 1 1 1 1 1 1 I I I 1 1 I I I I l I I I I I I I I I I I I I I I I I I I I I I I lJ_ ~ ~ ..lJi-L ...l.oJJ-..J.4'-1---1,,,_J... -4-L TYPICAL . 4-2' .. O" l'-0' I . ct BENT N!3 I ' 4-2'-0" f 3 3 6 ' .. 0" It A OUTiMENT TO fl ABUTMENT . I 4-2'-0" I 42'-0" I I ' J ' i I t ~ &ENT N~ 4 BENT N!l.5 BENT N!l. fi ! • FOR ]TIK BRA DES I 5 EE SHE Elli~ 7 ·i 5• .. o" 1'-0" . f-+--__ --_--__ 27' Min.----1 & • __ le S 'I, 20" 5E[S\\EUll~7 42 '-0' ·' ~ 3 uRI D GRADtS ~~ __ :Z 0/0c!JARl[S l r 11 ,~-----_.__ :,._ _ _t_____i:s~. ~o-o~-+--~ul \ LI l Y OPEN \tt O f OR : 1 f7""fiTTT7"T"lT7 1 so. CALIF. Eo1sott ro. I i f I J I 1 1 i 1 1 1 1 1 PER DETAILS SHEET tt~6 I I I I I 1 1 1 I 1 1 I I 1 • UT\LIT1 0PENIN6 fOR 1111 L ! I I I I : : I I : I -I I Of NEWPOP.T BEAC\-1 r'&R _,_,,__,.._ -4--1--4.L. --4-.L ...1.,-1.. ...J,,,,J... ...Ly..L D E T A \ L S H E E 1 N R 5 ' :S!ECT!O~~ ' f NO SCALE ·: ... ' ' ' . .. . ... ' .. .. ' . " .,_ '··- - CONSTRUCTION NOTES = I l' I -.3 3/s" I 42'-0" I 42'-0" i ~ ~ [ND &RIDGE (D-REMOVE AND SALVABE EXIST. METAL BEAM BUARD RAIL ( BRIDBE ONL1l. • CUT [X\SI. .. HAlli_AND PATCH \•/11H EPOX'f]IO~TAIAPPflOACH RA\llNS ' I t i JO REMAll't IN PLACE. BENT N!7 I I BENT N!l.8 I I ~~RTH ABUTMENT NO. 9 (D-MUDIFY EXIST. PEDESTfllAtl HAND RAIL BASE PLATES AND RE-BALVAN12E RAil UNITS. RElOtAlE MODIFIED RAIL TO WESTERLY LOSE OF DECK. (SEt SHEET N~7l I I 11 ~-:z___-Bl~E TRAIL-......,,_--'--- ---r--,-,--,---,-,--,,-~ ---I I I I I I I l ........-1 f I I I I I l r / II I I I 1 I 1 1 --( \ I ,t J.. __ }-._ _},_ --A..:_ ._}._ ! 1 _}---__.t-~~4'HIGH IY2' If. Rll[R _,._ )__. ' ~ WllNllS n ~ ~, ,'L JOltli._Rhl_Llli.1, .• "~ t--¢far.• IB05112E • l·JGo • ~--,,.., ~ .- (,, ~~ ~~ -"'--~ .,___·-~·· ·' TE t.\PO RA RY RAILING ( TY r l K )_ .................. 4-0 0 LJ. f\EINfORCING STEEL [ BRIDGEL. ...... _2'10,000 LBS 0 I I 1 11 11 1 1 I l/8 11111111111 1/10 REMOVE ARD SALVAQE lt\ETAL BEAM l',UAR D RAIL_ ................................................... -340 L.f. CONCfiETE BAfiRIU\ [ T1PE 50AL ............ '3BO LF. WINBVrnLL FENCE_ ........................... B LL 3 inches on original drawing RELOCA1E t.lUAL RAILIN6 (1YP£ 21.. ............... _3?,G LJ. RlLOCATl PEDESTRIAN HAND RAIL\R6 ............. _33B LL fUR~ISH tONCREll PILIN~-··········· .. -4,~00 LJ llfi" OCTA~ON~L PfilSTRlSSED l ORANGE COUNTY ROAD 0EPART~!OT BRIDGE REIAOVAL.1 PORTIOIISL ............................. LS. DRIVE tONCRlTl fl.LING (45 lOtll... ............. 88 [A STRUtTURE lXCAVA'!IOtt ........................... : .. _il5 Cl [ROSI ON CON1ROL IAiR\t_ ............... _350 Sl -- SlRU eTURE BAeKflLL .............. , ..... ·-····-·•····-5 6 CY. ST RU CT UR l CON CR ET l l BR ID H L ............... _ 1130 Cl JOINT SEAL {,TYPE ALL ................................ _6BO L.f, ' • I I R-5"4/S-5 :::0 I 07 ~~ -I- N 07 O I ,, (f) 0 -I I (0 \\> \0 ,z ,, ,. 6 ,, s 120' --i 10· t= 5 6 () OC/ \ ' '. · I C/ i,}fti, T l O I .[ 0 0 '·· ' ,;;· 0 I , • ,,_ • .,., ·, q '·'.. \,''. \_·,_:i_. \, .. ·~'tf,.f;"i!_J, ,i; \ ._. , is;, .-:c:;-~r,. \ ·1 '( \ \ . \ \ ;'\ \ \ !! \./ ,;,,/ \ rc:----1• .!!' STA 169·23 ~61---1 i ,/21A I b9· BS GI t STA 170· 07.11 \ STA 170• 49 bi (\. / \. STA 171· 33 Bl -'. ~ B E N l N 1 2 : '/ t B [ N 1 N o 3 io-:..\-.\\l\4-1,.__::f_B_E N~J::::___::,Q ~4-=--·-~· :-\-1-\+B E_NH TN 9_5_-----1-·r· -t-!t-'----1------f--l-¥+-+t'---B I-[ N11-,T N 1 7 --Q-J AM B ~Rt f.-R ~ ~ D----+1-+-n-Hkc-\ +-, rHA~I 1~-. -81 '-H+.\-+--lf~-+--~ N 7 ° I 2' 5 ~" ~J \ 51A 170 · 91 61 c===1\ ['BU"MlNl•~ \ \ \ '\ \ \~tlNl "° O ~\ \\\\, • \ ·, '\ • I \":! \ -\ \, \ '.. ~ \ ' \ \J0 I = 0 z, ---------22 21------- <0 _, 0 = V[RTltAl PllE5 BA1HR PllE5 AND DIR[tTl!N ~f BATTER BAlll~ PILE~ 2 12 I 1 181'716 [ D G E Of \ \514131211 10 8 7 - d-' I 0 \ ~ 0 6 \ 0 ~ 4 4 5 5 c O' FO_U f\tOAIJ Q~l e.LA"l • SCALE-I"= 20' ED CE 0 f -.- D [ 1 Vi DEeK ~ --P-,_,--. -P ,_p -<> ~ -;? cP C"" .___, c-" <.f" ~ ---" (e) \ ,. r-" J" '--"-r.:>_ • ~ ), .-P l = \ EXIST D~t '~ 1-----------.-' Of DttK \ ~ i' ________-~ EDGE Of • ,--'-,:~~C::::=1\"'Dt D[1KCK: ________-\Q ABUTMENTS 1 & 9 PILE LAYOUT SCALE-lts"= l'-o" 6 II \ \_ \ .1. '\/ 0 I 1 0 \ ' II IC 9 \ ABUTMENTN~l BENT N~2 B [NT Hi 3 BENT N~4 BENT Nn 5 Bl NT ttn ~ BENT Nft7 BENT nnB ABUTMENT Nn 9 9 ,o II 12 13 1415 16 17 181'320 CUT Off JP Er_ AV~. AS·BU!lT ElEVATION PllE TIP PILE TIP ElEV . FOR 18" OeTAGONAL MAX. -MIN. [lEVATION PILES ON EXISTING EA$HRL~ $TRUtTURE 14. '25 -34. 00 -35.14 W l SI 22 02 21. 58 -33.00 -34.1B EAST 22.17 21. 87 W l ST 22. 03 21.G5 -33.00 -34. 14 EAST 2?..20 21.89 WEST ci.ss 21.s2 -33.00 -34.SO EAST 22.15 21B2 W l 5 T 21. BS 2 I. 4'7 -31. 0 0 -31. BI EAST 2190 21.64 WEST 21.70 2127 -31, 0 0 -3 I. 9'1 EA 51 21.73 21.3B W l ST 2147 21.05 -3 LO 0 -31.45 EAST 2.1.44 2.1.06 WEST 2.1.20 20.89 -30.00 -30.35 [AST 2112 20.73 14. 2.5 -30.00 -31.39 PllE NQTES, P -PR[STRES51NG FORtE I Afl[R LO'\Ei) D l 5 I G N L O AD l N G = 45 1 0 NS CDNtRlTE STRESS• f'c @ 28 DAYS= ~DOD PSI ALL l!Etl 10 HA~E MIN 3" 1:0'l[R If '.O:,'..~lll SPIRAL WIR[· f's= S0,000 PSI 1-··--- """" ~-~ 2': ->--=: --=: cc: ~ ~ = == ~ = =C -= = ~ -= = -= = = ~ ,r, _, =<= ~ = -~ d,_ ....--, «-i ~ ~ -~~ == ~ = = ~ -= """' ~ ~ cc: ~ - .......__., =-= :=r-:.== c.._._,r::,.... . -----,c-_<, =- c:0 @) @J,a 1'-B" ~ 4- r If; D tr K [ l l 'I Al I ON ~-18" -----j ~-P = Z40,000 lbs. ( MIN l • F~~~~1 I~ ____ J r ·--==-l ~ --~-~ ~==-=-=---=--:-1 ---·------------=-_-' I", +5° ~HAMft~ TYr!tAl, T ! r AND B I TT OM PRIESTRIESSED CONCRIETIE Plllt:_S 18" OCTAGONAL NO SCALE ORANGE COUNTY ROAD DEPARTMENT --· - JAMBORIEIE RD. BRIDGE \f'JIDIENING ACROSS SAN DllEGO CRlEIE~. --j~f-· ----=:.:__:~=---------'--7 ~ ~i FOUNDATION PLAN and ., , PILE DETAILS • " H---- 5: " .. ,.,. AS SHOWN SHEET3oFIQ R-54/5-:-5 ,__-------13'-&"--------+----------------63'-41/a"·-------~------+~+---+-----+---~----------7?:.-11'/s"----~-------------------, ,--..-----10'-0"'----~-+----3'-G''-' -----j~----------19'-5"-----------+---t---43'-11 1/4"--<---+--+---44'-2."·--+:---+-1~'-0_,'i"i----------------27'-81/~"-----------------< --FOR 5" Clt ROUND UTILITY DPEMIN& SEE DE1AIL SHEET Na5. JOINT FILLE.1'- 1/2' I MAlERIAL ,I 01 NT FILL[!\. I . M MHE~IAL / SAWtuT EXIST. / / / / i---------14~ 45/s"---------< / I I I I t tONtHH BAl'.RIEI'. l~INGWALL--------.._ / / UliToit~VEMt~T 2" EXPANDED~ / /,,....-SAW1Ul UISTING WINGWALL • ,' fOR 5" tlR. ROUND U1\ll1~ OPENIN!\ r--~---W-I_N_B_W_A_L L-.----t-,,T_2-.-. -----"r/·"" .. '"'i't-----:-t_--rr,----t,:::::E;=o=c~=~~=i=r"=El=T =N=OT::CH:::::==::=3=" ::::,,_::3.:::::l""='.::::::::::~,(\/---=----=----=---3-", ;' '°"~"""' -I TIJ,~1------, j i S[l Dl!AIL lHH1 ,. 5 ., ,·-•: :s· ,..._....._ ________ -=....,,,.,,,..-,,:e====ii_· -.: I .' ----------~-''-'"---H-------+--+---+---+--'r-------,---/1-+ I ------! • l . ------: "lo ~ : : -~,+,---~·~~~~-~~- ~ ABUTt'\U1T~_/ 1" J----1-1---L--------------j___ ---------~ I f / f ABUIMENT SIEEL-: ~ ABUTMEN1 : I I f ----- [ASTERL~__,.-----, EDGE of DEtK ,__.,...,: I I : : FOR SIO[WALK, ·' ---z__ T~PE Al SEAL "' '"T ~-\AW CUT UISTIN~ ,i---z__;__,f ro· T'P' 50' CON"E1E HA_ND RAIL'DlTA_.lLS :: f AND RAIL O[IAILS '-f SEE SHEET N~ 5 ~ JAMBOREE H~ JII • PILE CAP : I : BARRi'E.R SEE SHEtfN~ r,, ,EE g~l,ET N·7 : f SEE SHEU N~S. f ROAD N-5 • / : f I, / EASTERLY PLAN-SOUTH ABUTMENT w~sTERlv '' _;" G'-0" 2.-" 4 .,,,,.---- 10'-0" 2. -" 9 .,.......-,---- ........ . . . . . . : SCALE -3ta" = I '-o" NORTH .ABUTMENT OPPOSITE HAND*~ E XI ST. RAIL AN O 5 I D t 'II AL K 1/'<? TO BE !\[MOVED. ~i' I ✓it /P~!Tltl EXIST. DltK flNISH . \: \L_ EL. 20.00' SE WIN~WALL ~~7~~9---1:..:••·=· .. = .......... ,_ ................. \ \I I r.1 EL. 19. 00' NE WIN~WALL • . ' -r----[Xl5l." 4 DflWlLS r'-~ "5€!9' @18" •::, ( HI S Tl ( T 1r S I O l WALK t.""~ .--.:::-4-~L_j~-t--+-+--l-l====-------------------,---------DOWllS JD UIS] DU~) _ . 0.G S.E. ABUTMENT l FRONT fAtU ~ 11%-.0.1/i! ~-*~-w& "-"i.@:;""0UJ!!""'~"""ffl""'~=11-- -~"1~-=--k~--l--k--L-l---__f_ 3'-0" EMBEDMENT INTO A~UHilNT •4~_0•1~:~+till~ II ---1--1---+--l--_j.-_43':=/,~-='l=:l=lf====----:17---::-S" ABOVE FINISH En. FAtE { TYP.) -4'-S'h"(TYP.)1-;; II-~~~ ~RADE (Hf.)1~~ I LEL. 14-.00 SE i N[ WIN~WALL 2.-" ti ½==c-"7@8" 15'-0": 10·-o· CUT Off ALH~NATIN~ BA~S !BACRfALl ONUl I • 4"~ WEEP HOLE@ FINISH GRADE_j lO'-O' t to C. E.LEV 1'7.00 >----------12'-O"-----____, 1" ~1 ABUTMEttT Vi" JOINT FILLER MAT [RIAL ELEVATION -SOUTH ABUTMENT SCALE-3ta" = I 0-0" NORTH ABUTMENT OPPOSITE HAND A ,____ '12" J ii NT FILLER MATERIAL A,__ WESTERLY .....,= I :,;:~ 21-611 -~ _ _, -' E -= r-o" I ......0...: = 3" 1'-3" ==-PA~\NS NOTtH €! -~ ...., ;;,: == --f'L 1 STRUtlURE -'= :EC ....,= "-' ...... ~ -' -= -' -.___.c~" 4 T OT. 4 ,--,,_•w E S T E R L ~ EDGE of DlCY. FOR '/IINGWALl FENC[ ·: DETAIL THIS AREA ! $EE Sl!EET ND 7 ! / " . . ·vvr ~ABUTMENT s ·-o· TOT.2 UJ . -=i__=i'===-=--=-=--=·==,a=:;aj ==~ =-'4=L=-==4--;;;;:---.--,.·-r-- 1 J2. ~-W I NG WA l L @ • ·····; l' 3" @. 6" ONL17_ 0 =-= I 4 • -" 5 21 ~ ~= c,_) ·-;;'.'a ...... 3Y2.'7 lrm. *•7@9"-1-K BAtK fACE I . I --* 4 el IB" FRONT fALl l lh\BlD 2'-o· IN1D ABUT. -111. All l'IINGWHL5l WINGWALL _[__ ......... _________ _.__ __ !-!--,l Uro~ wrn uWALL r E.N cE . WESH.RLY DETAIL THI~ AIUA PLAN 'l'-O" EDGE of DEtK SEE SHElT N~7 2--•4~ r- EL. IB 00 r1x, _j • 6'-O" ...._--i-r-! Rx:,,.:>«>x # 2-• 9 ;;;=jF7""""=, .. ·-----.. 2'-G" EMBEDMENT ~--t----t---'-'-t---+---t-----f_.:::.,-'-----1 N D ABUTMENT ------ ,--+--+!NISH GRADE ELU. 11. DO S AW C UT~ AND REMO~E •-:·:·:.:~/ / •• ' =ii!!Hft~r I -· _....., =-: ""'= =-= ,a. ' = .,..., ::::; = = =-= = ,..._, -:,;:: 0 === ;::= I," @) =..,_, = ~ LW z=.= ....,...., -' "'"'"' ~~ = =. -·-= _,= LW= ~ ..,,-LW~ E ~-......, ....,_ er, ,.._, == ~ ;;;,: -~ -~ == == -i. =-' =_, ~ ~= = = ~.J =:::, ' ~ = ~ c:O en -l!_g-= -=...., = <C >-= = = -= ......, cO .,_; = = ~,...; = EL 14J! _,..,_, ::5::E: c<:- I I ; t \i~ "'7 [J @ 12." <·:_:? PlAtf NORMAL··:·.:•.':. 10 A BU l ME NT S ::.·::::: / : ::.::: :. .. .,-, :-:~_:, .:::: I : •. v:._: :·· _:. ~-;~, ~~ 2% 1=j---' ! '-•·.: -~. :·: ._: ::.~ ---~~-,, r V ~-"iO DOW ELS..._____ ::..:r 11 nr-. fOR DETAIL ~EE SHEET N~ _ I I Iii I I . I" ' I " I t ~ "G T01.4 ~ ___,,.-DltK SLAB REINf NOT SHOWN TOP BD AND TT D M , 1-, G" ABOVE. FINI SH ~RADE. ½ #,4@1B'MAK. ~'-V= -FIN15H 6RA _ _J_ ELEV. 17.0D EL.18.00 SECTION B-8 4'-O" . l I Ls-CLR . '-"'= -= ORANGE COUNTY ROAD DEPARTMENT . ~ "?@ 9" -SE I NE 'NINGWALL '7@ G" -SW WIN&WALL ~ 7 @l'I.' -NW WING WA LL V _L_gll.c.1. l<t.4. l!J/0 0_1L!==F===============!::===============:::::;:--P EL. 14 .0 0 2-•G~~ 14'-0" B'-S" CUT OFF ALTERtiATINS BARS ( BAtK fAtE ONLY) ELEVATION NW'L Y WI NG WALL SCALE-3/911= 1'-011 PICTORIAL SAWCUT Cli'ld REMOVAL DETAIL EXISTING WESTERLY STRUCTURE· NO SCALE -= ~ :,a: = = ~ . = = .,., ..,., I -' ! -~ . ABUTMENT SECTION A-A JAMBOREE RD. BRIDGE WIDENING ACROSS SAN DIEGO CREE~< ABUTMENT DETAILS i ~ c,LE AS SHOWN SHEET&}OF IQ R-5415-5 ,, ' {(.J.I. - ~ I DOWN STR[AM WINBWALL ~ ABUTMENT 42'-D' TYPE A SPAN HPl1AL 2 PLMES _ B[NT 42'-O' TYPE B I SPAN TY Pl tAL 2 PLAtES ~ BlNT 42'-0" TYPE B2 SPAN I ct_BHff \, 1'-33/B" I ,J r•\ I I \ \ I \ \ \ ' \ \ ·, \ I I \ ,? . R[lNrn~tHHNJ SPAN TYPf. A Bl ¢ B2 @ BARS SIZE It ti .• ~ LENGTH 43·-o· 48 '· 0' SIZE "10 • g @ BARS LEN&TH 33'-O" 3 0 ', 0' xe B'-r ~·-0" -' ' .. ' TYPICAL 4 PLAtES ' xb (b) MRS, A SPAN 1 I XC ' ' xb \ xb \ xb • IO CONT. \ @BARS B SPAN \ , I (c) \ 1 1 -®BARS. A SPAii , (c'l BARS A SPAii 1'SPAtl xc xc i C BARS,B SYAtl ct_SPAH xc ' (b') BARS B SPAN l======::!;::::l;==t=::!;::::=::!;::::=\l::=====~::::::l, 11====='i;:::• ===' 1~~===\:::::!:~" --<.~2~-,~\~o•-.±:~~F*:li'i~B~AR~S ~B ~SPA~H ~~\ =®~n.~B~ARS~B~S~PA~II 2.:k=~•=d:::=~~~®~BA~RS~, B~,-'S'-""-PAN I ' \ \' I\ \ \ I I I I t-------+--+--+-+---+-----'c1 -------1 1-------;1------,1 r-1+----t---+----'-'r1 --r1-t--\-1-+---!1r-----.:,....; ----4-1-----+--+--++-1---\ ' I \ ' I ~-I • -\ I \ l t-------+--.--,C.'--+--':-\ ------\ \----:==\=:===---\~ \ I • I I \ ' > \'r--t-\=====t.=-:t==t-:::::..t.-=-.---==;=1.=---+\-....:...,_+---t+----I I I ' ' \ -• I \ \ ' __ \ 'r----:==.=\ ==-----\rt-_-_ -_-_-_-_-_--'4_-..::'~~~~J-,=-,:::..:\c:==---_ -==·;===------+-:-, ---'--+--+-t--_____i. i------.-~-----.,--------\ t==:==:':'E=,:::::=::::::i\'i======~;:::::::==t================::c::::::==========='~,,=======i:====~ V ' I' \ I \ V \ I . V \ \ ; 'I \ NOTE : TOP R£\NFORCEMENT SHALL BE SPll tEO ~O DIAMETERS AT OR NlAR ~ SfAN. \ \ \ \ Rf INf ~RtlMU\1 \ ~IAtl TYPE A & I ¢ B2 PlAN- LONGITUD!NAL REINFORCEMENT AT TOP OF SLAB NO SCALE S\2E "10 •9 @ BARS LUIGTH -!!!7 6'-O" 48'-O" SIU "II • 9 @ BARS LENGTH 33'· O" 30'·0" xb 14'-~" 15'-0" l12E •t O t\J ©BARS Lrn&rn 10'-0" 15'-0" n CD BARS SIZE •10 •9 LENGTH 27'-O" 20'-0" xf 11 '-0" 11'-0" XC 5'-0" 7'-~" "LEN~TH INtLUDlS S'-0" LAP NEAR. t SPAN A I ~ ABUTMENT ~ BBIT ( -42'-O" HPE A SPAN , 11PltAL 2 PLAtES -42'-O" T~PE BI SPAii :: HPltAL 2. PLAttS 1YPE. B 2 SPAN , HPltAL 4 PLAU.5 C BENT -~ BENT 42'-O" (f) BAI\S A SPAN • xf \ (ct) BARS B SPAN 1 re,) BARS A SPAii 1 ~ 1----~--1-----'--- p-:fil'.i~ARS, A SPAN 1,____xe _ ____, --:•IO tONl ~e1.BARS B SPAii 1 \ xf \ X 1 \ xe \ xe \ \ \ \ \ \ \ \ \ \ • I I I I \ \ \ \---\--l---\---l-------1\ \ ' \ \ ' \ \ I ' I \ ~- \ ' \ \ ' , \ \ I I I \ I ' \ \ ' \ ' I I I PLAI\I- LONGITUD!NAL REINFORCEMENT AT BOTTO/II/ OF SLAB """""',;;.,,;;;;,,;,,,,;,.....;,..., """""'--~ NO SCALE J 1 ~ ABUTMlllT f-42' -0" 42 '-O" ., . I ct_ Bf.NT . " ~• l'-0' 1'-3" 2. tLEAR c· ~ •9 TOP f MTTOM TOT.1'2. TVP\tn ALL Pllf. BENTS OOWN~TREAM STRUUURE •, T 014" . . / •4@ IB" TYr. PlAtE rARALLEL -8 •3 TOP i BOTTOl'1 TOT. I B nPHAL ALL PILE BEtlTS UPSTREAM 5TRUtTURf.-..._[ " •• I TO BENT \ 1 l'-8" J NnE • xf \ \ \ ' \ I I \ \ \ \1--------1 I I \ BOT10M RE\NfORCEMLNT IHAll BE 5Pl\tEO 45 DIAMETERS AT OR NEAR fl. BHH. 42'-9" \ \ \ I \ I I t_BEttT * 5 ~C ~J @ 9" DOWNSTREAM STRUCTURE: •s[ J @ 7" UPSIREAM STRUtTURI ' - ) , \ \ I I I . 3'12' ' 1r~ ·-,-y ~ -n . I:;::,. =;:::::;'=:;./\;==(\:;;:::::::;=f\:::;:1';::;;lS;=J::;t:\:1ttt-::::::;;;;?;=f\:;::::: .. :t;::i. ~=;:. :::::;;. -==/\.;::::~_ ~-;:::::n;;::::::;::_ =;;::::_ =;_::::::;f\~;::=:;;:7,⇒-: ·j~\:=:· ;;::;=:;; ~/\_,==.;:::: ~:;;:::· ::::;:::::_ ::::;:/\:::::;;.==.;;:::::::;!, , r·--t 1-iH:·::::/;:::: '·==·==·=·==r1:::t:"::::::'·:i=-=t.'n~==":1 ( . ,:__,i • , \ • u .n . '_ . _ , . (\_ ,. ~.Jl::;;:::J _ ,. . ,, f l===±::~~==~~~~~~::::!::~:B "4@1B'MAX'-----"' 1 ' \ I \ \ ' ' t Lt5@1t ,.., r Culii • -~ \ I • I 7 ' t@l8" 1" MIN:-1 •1r.J@12.· L"'-0 to(g)I~" J '---"5@B" 2·tLEAR_j *5@1~" t5@\BY 1•5@1B"___., ~•5@12." ~5@1B" PLAtl NORMAL D I '-----21'·0" 1 \,__ l B" 1 B" \,___ 2\':0" TY P. TO ABUT ME NT S ' ' r=--t--..:::C,,,~,u-3'"" --+---=,;,,;,::----+--ii9,"'o. O'"" ---t-...-Cf+-f'-+---~-----l--~\1//i'.---t--~~•-;;_ ace-, --f--'.cf"+*+---=='s;'r_..,.O;c-" -~.J.---~Wi,"---+-----~..,----J.~:....J -0 ...... • 4 BAR CH Arns@ 3'± TRANSVE~SEL~ 1 B" 1 B" 21'-0" g, -o· I &" g· -D" ~ , . , ~ Al'ID 4112'= LONGITUDINALLY ..,·l :..,1 ::::;..::::..,,:::;;(\c:111:;:;:11===::;::;,.; PLAtE TRANSYERSE STE.EL PARALLEL T 0 . 1.11 I.I •~ TOT.4 t B~NTS-MEA5UP,E ~PACING ALONG I I I 7 ELEV.14.00 ~ ROADWAY j_lLPILE '-'=I 4'-0" . I ~ I I PILE LONGITUDINAL SECTION NO SCALE rl,[!NfORCEMEl\T CONT. 111ROU~H JOIITT --1-1s;8" ~I i'--~-1-, _,.., 4 TRANSVERSE JOINTS If USED1 SHALL BE LO CAT ED AT 1/4 POINT Of ,PAN. , e-=-P\LE PIU. ~ I - S[[ HPE AL~-FXPARSlON 4 HE TYPE AL S[Al DETAIL. \:f ,__~EDGER FINISH--JOINT MATERIAL SEAL DETAIL ----'f/, --TOP of Of.CK~ --L '-T-- 11 ' \. ..J \.~ ~JI/ " 2 I ... 1/4" .. CAMBER 2 1 O" I J~rtrs~ir[K\A·: l/4"R.JV2't 1i,4"!1AX ,_=-tj • 'h" ---,+-' -~ ~ l/2" 11" -~ -POLY ElHYLUI[ r8M4 I TOP 10 HAVE tuuo SUIU~tE AND CROWNED AS SHOVIN. UUCOthPRESSED WIDTH TD BE '/B'' EiPIINSION JO!tlT MATERIAL GENERAL NOTES.. 5PrClflCA110N~, DESI ~N, A ~.S ~.O. DAHO 19'13 W11H SUBSEllUENT REVISIONS, AND tALIF. DIVISION Of HluHWAYS &R\OuE PLA!ll'UN~ AND DESIGN MANUAL. CONSTRUCTION• STANDAP.D SHCIFICATlDtlS fOR PUBLIC WORKS CDNST~Uel\ON DATED 1916 AND 1HE SPECIAL PROijlS\ ONS LIVE LOADING' HS2.0-44 AND ALTERNATIVE. • UNIT S1RESSES • REINFORCING STEEL• f 5 TENSION· 24,000 P.5.1. fs COMP. = 20,000 P.S.l. • CONCRETE • le· 1,300 P.S.l. fc = 3,250 P.S.I. n -I 0 Ve• 54 P.5.1 PILE l!ADlijG • 45 TONS TYPE· P~ESTR.ESSED COl\t~ETE fc' = B,000 PSI. C~NtR£1r.' tLASS"A' USII\G HPEITPORTLAND CEMENT REINf. ~PLl[E REINFORCING SPL1CE SHAll &E LAPPED 45 DIAMETE.RS FOR BARS"B AND SMALLE'l\,ANO GO DIAME.TERS FOP. BA~S~9,IO i ll(UNLESS OT~ERWISE SHOWN}. ELASTO/1/lERIC BEARING PAD !l)ETAILS-W~LY STRUCTURE . , ' BENTfc,f/hr:-~ B::z-=12:., ::::::=A==~- ' ' L..112." \ li \ 1 \ -r= =lx1s1. \ •~ \ WtSIERLY E ~[ of \ t P!Lt',CAP _DECK. \ I EXISl~ I , , i ' ' ' . ' --.A PLAN WIDENING----~ Y2" 3' 3"" -,~,__ -, -; -5"• THICKENED DEtK ELEVATION SECTION A-A ORANGE COUNTY ROAD DEPARTMENT 5EE SHEET N~ 6 fOR REINFORCEMENT DETAILS AT EDGES OF SLAB BAR CHAIR DETAIL ~rBANSI/EflSE CONS1nucr101v JOI/Vt WESTERLY* tREAHR THAN HTUAL EASTERLY* &ROO~[ WIDTH.\ ~---~on URETHANE. SlAL. Y2"0~ l/3 AUUAL GROOVE. WIDTH l \!IHICHEVE.11-IS GREAHRl. * VIEW LOOKING DOWN STATION JAMBOREE RD. BRI OGE WIDENING ACROSS SAi\! DIEGO CRIElEt< COriNG DETAIL SCALE, v2•= ,,_ o" SCALE-' 1/211 = I' -o" SCALE: //2 11 = I' -0 11 TYPE AL SEAL LONGITUDINAL DECK JOIN DETAIL -~ 1~}.~" DECK SLAB REINFORCEMENT j •• g!f--------,----=---:::--H l ~ ~ SCALE AS SHOWN I SHEET5 OF I 0 ;::-os--/tJ-1--z. R-S4/5-S "4fl@l8" _.,..-------• 4 CONTINUOUS 71 52' ~--,-0 \ t A BUT ME NT--:--i . I h ·71 ~4" , CONtRUl j CONeRUE BARRIER TERMINAL PANll • I . l ' '11 I I I I , .. ' 'I' I,: " I I I,! , I I' --=-:;c=,J . 8" --II 4/'o..@ 14" '-"4..-c:::= 101.2 • 101.4 &"R/'\.1'-6",f (TYP.l I ---LOCAi[ 1'-0"•2''2' DRAINS 0.04" GHt SHEll M;=J O~ER 1/4" NEOPRENE 511\.IP. L-~..s--~STD. 21/2" I.D. PIP£--s---l-~ < LOCATIONS PEI\. SHEET 1\1''1. r ____.l ------( iiKID~[ DECK p. • ·-0 ~~'.\)• I ' -7' - ' ' \t----3 5 ~I DOW[~S@ 24" .. T ' I -- .~ o.'.'~ o< ~::'~; CONCRETE BARRIER TYPE50A PLACED ON NEW STRUCTURES (DETAILS SIMILAR TO SECTION A-A EXCEPT AS NOTED) --t----+-~------ ' / \ \ ' ' ' PLAN I • "51 IG'-0' TOT.4 0.04" GALl SHEU METAL O~ER 1/4" NEOP~[N[ STRIP. COA110P or STRIP W\IH SRfASE. ELEVATION CONNECTION ~o STRUCTURE * 4 CONT. I . PARAPET LENGTltt TO MATtH [X!S1\NB PARAPU l338.5 FT.•) . r· ~----LlNG1H fOR PAYMENT or RELOCATE nPE 2 METAL RAlllNG-- 1" 1----2.'-S"---r-1'-01'-" +-----------, I O '-0" MAX I MUM:1----------, TOP Of [NO POST POSl SPACING PEI\ EXIST. 51ACING PARALLEL TO 101) -RAIL CAP RAIL POS1 ANCHOR RELOCAHO 1YPl 2 COAT ror Of llRIP WllH GREASL SYMMETRICAL ABOUT CONCRETE RAIL\N& .---2'-0''-_ ___, -1•7~-I 2•l--7'- 3" " I __.--3/4" CHAMFER I 3 7~ ~ • 5 T o T . 7.,,,.,.------------, • /J I i" u.i.. "~ I 2'-B" L, I I L ~ L-~----~--J--~l_J_ SECTION A-A PROFILE ~RADE( /,,-PLACE NORMAL 10 ROADWAY PROf\LL BOLT PER DETAIL 1HIS SHEU/ RAILING~ I -LLJ_/ -----][ ________ i1-•n=7-1 ,___ " ~~ 1' 3• I+-----+__,__--,. V I IC, SHIM AS REQUIRED #51@9"1__ ,6 SEE NO TE C /_- r ] 6_ ____________ -----'t---· --- -t--+>---0 4 b T OT.5 \ ~-~+--I-H--1----t ' ~"- ,_1: " ./' d:b ·- ( r ,----TOP Of OHK) lo 0 , I I if. (, ~11:, .. ST (.,'~ ;'(i'.>,. -5[[0 lTAIL • • COMt,[l[' 5 5'1U 11 "'UKEU F Ii! . -_......._ / . . \ 11 4 x 1'-2" @ IB" # 4 101. s ' RI G\1T FOP-_T_Y_P_~-2-//::!--1.--RE\NfORC\NG, 21.B lBS. PE!'t LINEAL FOOT. PLACE NORMAL TO tOPIN~ DET/\IL ~ 'O ROADWA1 PROFILE fOR 5'·0' SIDEWALK W\D1H AND l'h"I, ____ , ___ ___:____:____:___:_:_:___:_:__ _____________ ---F-:::: t-E-VA'T'I O N------------~------oN-BRlUG~ECK~--norc K-cRoss-1tOP t END POST TYPIE Il RAILING SHOWN N~1El' A. CU.ARANCE 10 I\E!NfORCING STEEL IN tUI\B AND RAILING TO fiE l INCH. B. POSTS SHALL BE NORMAL 10 RA\LINt C. DIMENSIONS WILL VARY WITH CROSS SLOPE. D. PROVIDE 6-5" CLPtUTIL\iY OPENIN&~ fOR SOUlHERN CAllFORN\A ED\~ON tOMPANl ELEVATION TERMINAL PANEL le NOl[,"4/\@18" AND#4n @14" MAY BE REPLACED BY WELDED WIRE FABRIC Of EQUIVALENT CROSS-SEC1l0NAL AREA . FOR DETAILS NOT SHOW~ IN SECTIONS B·B, C·C,AND O·D, SEE SECTION A-A. CONCRIETE BARRIER TERMINAL PANEL 2' tt 4 CONT~ I ~ I/[>_" R 'VI I B" MIN. "4lk@ IB-" - TYPE H CURB DETAIL ,. ~;·1 . ' 23/4'' 3" r"tw I -i__j JI!, j ,'!.>.-,~~ I • • I '' I ' ~ 3'h" , I -1 I I 1 ~ 3/4"x 8" BOL1 __, .ll '1 I l-+---\1/4"' l'·O" BOLT WITH HEX NUT AttD 7 cl:6 WITH HEX NUT AND WASHER. [ All ~Alll .. WA5HERl All ~ALY.) ·u RAIL POST A~CHOR BOLT DIETAI L * 1'· 3" @ ABUT M E HT TYPICAL EDGE o1 DECK SLAB ELEVATION COPING DETAIL SECTION E-E .. cL-- JAM 130REE RD. BRIDGE WIDIENING ACROSS SAN DIIEGO CRIEIEK ~i1\ _ RAILING DETAILS i ~ : SCALE NONE I SHEETS OF I 0 R-S4/5-S ) ., GRID GRADES SCALE-I"= 20' SPAN 1t8 SPAil 2 ~ 'I SPAN 3 ~ & SPAN 4$5 ,-.: 0... I-,..... I-,..... I-"---"' = "" "" :,.. I-= ,;!:. "---~ ~ ,-.: ~ ,-.: ..... ,-.: .....: ,-.: I- -'1: '° ,-.: cO 0... d:l "---0... "---cO ,-.: ,..... 0... ~ 0... .., 0... "---~ .. 0... -c..>' -:ft. -'1: ~ .g -c.>' -c..>' :s:! .,t ;;, .., ... "' :,... /v "' "-/v ---------- / -~...__ I --ef> c.J «> = d'.> ;,, u:, "' = "' ,,.... --= = = = = = = = = = = = = = = = = = = = = = DEAD LOAD CAMBER DIAGRAM NOTE' THl TOTAL DlflECTlON WILL BE REACHED ABOUT FOUR YEARS AfllR fAlSEWOl'IK l'llMOVAL. FOi\ VALUES Al TIME Of FAL~EWORK. REMOVAL DIVIDE 11-iE VALUES ~HOWN BY fOUR. EXCAVATION BRADING Pl A NE ABUTMENTS BACKFILL EXCAVATION WING WALLS IN EXCAVATION 4,, 1_ LENl'iTH FOR PAYMENT Of WINl'il'IALL fE.NtE. t---~t P O S T -~------.j .----.t-1" ITD. l'iHY. r\PE RAIL W\1H I~ Gu. FENCE PO~T WIRETIES@B"CtoC. '/..'h"x 5'-0" STD. GAL~. PIPE Wlltt DRIVE FIT ~All CAP. I I I I I ' 5°0' ! : 311 6'' I I I I II Go..23/a" -"-[Xl5TIN~ 4'h"•5'•'/is" TUBE MESH 3~" ~ END P05T. tHAIN LI HK fEfltl 'I&", >/4" STEEL ll~ElCHE.1\-'---:=:=~.)' BANDS @ B" C.lo t. TOP Of W1NGWALL- N ~ T [ • Wl!HiWALL FENCES APPLY 10 WESTEM1 WIN~ WALLS O NU TOP Of DECK 3" ~-4"~ 011\.A ~11\0Nu PIPE ILElVE. tASl IN WIN~WALL. FENCE POST SHALL BE ~ROUTED INTO PIPE SLU~ES USING A fiEAT G\\.OUT Of I PART CEMENT AND TWO PA\\.1S WATER. WINGWALL FENCE ELEVATION fOR LOtnlON Of WINBWALL FENtE SEE SHEET tl~4. BACKFILL LEGEND ~ Sl\\.UtlU\\.E EXCAVATION SlRUtlU\\.E BACKFILL F.3. EXIST. FILL SLOPE STRUCTURE EXCAVATION and BACKFILL DETAILS T 2' F 1-s--TOP Of CUl'IB PLAN DRAIN -TYPE II B II fOR LOCATION Of T'iPE "B" DII.AIN SlE DECK PLAN@ LEFT. ~/4'' BEVELED C n \\.RE \\.S • NOTl• 11 4Zf@IB" TD CLEAR. SECTION E-E TOP of CURB SECTION F-F i'.1'1" ,.--.TOP Of DECK. I I I DRAIN-TYPE 11C11 fO\\. L~tAllllN Of lHE 'C' ORA\fi IEE DEtK Pl!fi@ LEFT SECTION C-C I ' I ' I I -REMOVE [XIIT BASE PlAlE ANO ROTATE 90'. WELD 10 ,·~o .. 4" ,1· . I. - ED r, E of NEW OE e K. I_ . :::, . n= I en ~ Ii I;;; • I~ -'--- I I ~ ~ -I-0... l3_c,; __ ac! ,-d") • • -<!: :s:! "' C'-' A,---- B' \lh"12Yi.'12Y1."l lY.:' I I@ -@---+-~~- l I I '-1 I I.._( 1~, !-1-- ·~I,., ~I j +--... ,< .. I t-1 ! 14-_ ~ I L---cj I @ ·® I 7 7 I I tia• ~I• ~'\:, -7l\ - RAIL 1011 AS SHOWN ANO RE-llAL~ANl'lE ENl IRE RAIL UNIT. CUT WASHEii. I CONJ • 4 511\\.1\UP@ 18" OPTIONAL FIELD E>ENTF I' I ' ' ---21/2." STD PIPE 01\ END P051 3/4' U-BOLT 3' lHR[AD 1" CHAMfER (TYP.l 4 CONl. I 101'2.) DE CK ~l\NF. 1Li I I .. I --?½.u-- I 1yi· I _j SECTION A-A PLAN~ BASIE PLATE FOR PEDESTRIAN • HAND RAILING ORANGE COUNTY ROAD DEPARTMENT JAMBOREE AD. BRIDGE WID!ENING ACROSS SAN Dl!EGO CRIEIE~ C $ e . . . C C MrSCELLANEOUS DETAILS R-5"415-5 ) 10-----• --40 --- 0 -10 ' ' -30 -40 JA-1 I I lv1- IZ5 ~ -... ---. LIGHT 7AN ro BUFF COLOR S4ND (F/LL M ATERIAL) G.W.S. ELEV. 8. 7' 8l OWS P£,<' rOOT (USING A 140 1.8, HAMM,cR WITH A .3o•D,<>op_) ~ JA-2 r SIZ/: Or AUGER tJORINt:i -~- 105.1 ! 11.z:J 'ACT Bl.ACK SAND COMP 120 /03.3 19.3 COMPACT BROW,V SIL.TY SAN~ . . __ -__ -__ -__ -_-_-_-_--+-1\,+-->G"'-.~W.~-=S-'-,----_______________________ _ -------· .. . ... VeRl'' LOOSE FIN.!! BL.ACK -~ 74.9 I ,:.s.o VERY SOFT /31.UE SIi.TY W/TH SHELL 6IYIEN7S S/>.NO (LCST MOST OF SAMPLE) I 3 f' ' I 3 ----- L£ .. . . ' -,--7 I 14 _,: _ t." . ' , k-_":..:.,_.:. - :. I zoo I CLAY .FRA 79.2141.3 I VERY SILTY ---~.FRAGM 72.7 1483 I SOFT 'w'/Tri t3 /.-aCK SILTY C.tAY HELL rRAG/YlcAiTS s 75.3 I 4Z. I I S~IGHTLY _a;:,MP,.;CT ClAY£-Y-$ANO NS£S IN CLAY SAND Le ----------------- 400 ' PULli:P IN z OF FINE SANO IN Al GER. JA-2 600 900 ~ BL0W COUNT 1200 71.I 50. I / / ' VERY SOFT 8LACA.' 7l:) GR-4Y SILTY-Cl,<IY WITH SI-IELL rR46MENTS V.:RY SOFT &AC" CLAY 2 _//" /~58=:..0::...1...:G:.:Oc;c-'J:c.-..J WITH NUl'4EROUS SHSLL _ FRAGME,VT.S '/ . / SL/1:'HTLY COMPACT GRAY Z!i 3 CLAYl:Y.-SANO WIT# . 1.:;MEROUS I----'==-SH.ELL FRAGME,V/'S 13 ' ' ''\, . ::;~-- ' ' ,, -, . . . 4/ %.3 ,, .90'.·,'!31.9 30,/ 87.8 ':JO 8 ~ _, __ -~-'--~---100 87.6 3/, I Jv • JA/.J 1967 DENSE :V VcRY DENSt.' BLACK TO GRAY SANOY-SILT WITH SHELL .FRAGMENT~ OENS£ 7V VERY DENSE CLAYeY·SIL'T WITH SHELL rRAGMENTS VERY DENSE 8LLIE Sit.TY SAND WITH SITELL PRAGMl:Ni'S ' ' ' ELEV 22.2' -- TAN SANO _(.FI/.L MA7ER/AL) 12 . _ -. 80.2 28.'J j ST/Pl' lJLUE • GRAY CLAYEY-,. ;,· SILT / Ci. 11/.S. Ve"RY LOOS/! .')ARK GRAY FINE SIi.TY-SANO C01'rlA4CT BLACK CLAYcY SAA/0 W/7/'i S#eL.l rRA6MENTS V£R!,, OENSE 8L.UE CL.AYEY SANO WITH SH.FLL .tRA0/11EVTS VERY 0£N.SE COARSE 8L.i/E SAND 8G --_ I ' ' ~f----- -t.lGHT T/'N SANO (FILL MAieRIAL) JA-S ,t'LEV 92_'--~-~--0----- _7L ~oos I G:27 • IN>.z I 24.o VERY OENS:e FINE GRAY SANO Wlllf SHEL.L Fl.'AGMENTS SLIGHTLY COA-,'PACT BROWN SILTY-SANO WITH S,leLL FR.-'<61Y/ENTS ----------------'=====-- 72.5 45.9 LOOSE Bl.LIE Sit.TY • SA,VO SOFT BLUE CL"1Y WITH SOME SANO LeNSES .3 AUGERED 20' .BELO//'/ !71/RFACE ELEVAilON 8.Er?R-" Sl'ART/NG PENETRATION BORING JAN l!JG7 [41 ~\~-/09.7 ',au HARD 8L(IE SAl-.tbY-CLAY 2 /0 PLOT PLAN STA 18G ~74.i!JI ENO or Aea;l!r.r JAN l9G7 l'l!Ll.l!O IN 10' OF FIA/£ SANO IN A!l(JE/? l'(/1.Lcb IN 15 'OF FINE SANO IN .4(l(J£R BLOWS PER -"'OOT _____,,- ((1.5/N<J A 140 LS. HAMMEil WITH A SOHDROP) 9 /0 31 38 45 18 ------ G4 B4 DZ 88 92 75 75 82 /42 ,~ 112 !:3 119 //;5 ,oz BO 80 ,so 19D ' JAN 1967 NOTE: -20 -40 JA-!i .PeN.eTROMl!/1:R) (STA. t7t•65± 41.5,fi'TOF C/L) DA TA ON TIIIS SHEET IS TAKEN ,F~M "MATERIALS ,REA:?RT -"VR THE .P~.O* O:,N'STRl/CT/ON OF ✓AMBORcE Atl4L) ,F,R;Mt .FORL) l?CVIO TO P,4L/SADcS RCIAO I.N '?Y.c CITY Or .N.EWPORT BEACH -A.H,F.P."""~4C ,· L24TE.0 MARCH 21,/967 ~Yax/NTYOr ORAN6E, OFF/CC: Or COoNT>' $UA".VEYQR ANO RoAO WMM/$5/0NER I MA7ER/ALS L.ABORAn:!RY. ,. *THIS SHElT WAS TA\\.[N fROl,I THE ·~s &UILT' PLANS fOK THf. f.XISTIN~ ursT~UM ~TRUtTU~E. . ---------------------- 80 ,zo N 81.0WS PER FOOT ORArJ GE CourJTY ROAD Ol!PA!'lTt11.!tJT !~ JAMl90RIEIE RD. BRIDGE :'~1 \PJIDENING ACROSS 00 0 1.,W~_S_A_N_D_IE_G_O_C_R_IE"--IE_K_-:i N1 ~-LOG-OF-TEST-BORINGS- v .• i·a if-,:'"'c',"''t,,.., -..,.,"'"''A_S_S_H_O_W_N_-,-----.-HE_E_T_g_o-,-,-~o--ll R-§4/5"-S ) ~ 10 0 -10 --20 -30 - -__ ., ...,~,,_,,.,, !: ;,e-r--.;• ~,. -40~ .:'.,.'; 8,c...,s ...,,1,., J?;·; -tl o-f,:'l"'IT'er ,::; ~t•t-"JI :r ··-- ---- -1 (j_ PIER NO. i I •,t_ .::Ct. At-utr·,~r t ,)ne s.1,)f :s:o~~ ~'' 1--Jrurti-rhon1 el J E ~ I t'T'lr'led I _ 5 1 de of ~Jfure S-J1 u,e-go ,~reek riru,1 OIJe , ,.., If PIER N0.2 ' (j_ PIER N0.3 I ~ ,_' P4 Sto 86+ 36 Elev10.~ ' If PIER N0.4 , ,_ I ' f PIER N0.5 , ... 1 If PIER N0.6 ~ .-I Elev. r5.60 (1ntersecfion 't_ No.M.burrrent and side slope of r"uture ~rannell Estimated € PIER N0.7 ' Side Slope of Future I I PRE-STRESSED CONCRETE Pll.it.S .o , .. SAND FILL· Silly, cvlcoreous, loose, ci1own 1 1 Son Diego Creek Droi1-oge Ctionnel----..... 1 -+--------.........,f--t"---s"~;:;-:;:~-7!;:~----::------i'-1 , 1 I .../----~~-1------------- r·t' Existing Ground Surioce 1 ~11:-,.8;_;52~ ~7 ~1:,s:;ui ' /' +10 .... ---- CH 7 :~,L; (_A" •• t' .,. 'tJ tr\i'"!tS-l"J ·, ~..irJ; ,c-,.,·,.jJ<'I _,;,-.]~ ,•1·.1 ~J"j :r-J JJe ~ ., ' .,: I P2 CL ;t ,•tl,J•·• ,ht" I~, H''1r ~Jt,,J ~•,,r~i-r~. •11, I!'$ o! ,H')Jr1c l l I • I '~ wr CL '\ V CL ---I-- CLAY s,it~ rl',rs::~ecoi~, cJCurOanl s·.~I s, urcos,onol s,1n1 s1r1rii;ers ·y::1 ro,:ir5e ~rOwf-1 1 tr Jc es,·! vrgon,c ,.,a11,1r. ,j•Jrk. Drown ,---+------·---- [j CH CLAY: or'.)Jn1r. 7Jf'T1eroJ'!i. S7~t1<;, stfT, dc111 <Jrrl'Y-green Fi NE SAND: SM '-- CL CL CH ....... CL P.Y m,caceJus,dork. t::rown CLAY S111y,m1coceuus, obu,.,d□"T stieils, JU.J!.onol qrd stnr.ge'<;, !r,Jce~ ct o,~,:in,c n{JT!E:r, dirk qrc" hrr wn CLAY Silty. sl,Qhlly or ;iln;c. riurT'erous snell1;, \"f!'t Slit Sllt~:;i~rs, so',, d,,,k grriy-'1rten SILT: Sandi, traces ol clay, ·Sto. 87+ 17 PS / • I Ele,. 3.0 .-___________ .,_, Sta. 66+ 71 P6 1 ----'OH CLAY: s,11y,o·,;iaw., Elev 2. 8 / ------t so/1 1 blocN. P58 // ----~AND. S11ty,<;orne ctay -------~ f-"'-,,o<::-----=------------l ISM SM SANO: s,11y, <;ome ("IQy, !:Lmpoct, l1Qh1 bro.,.n MEDIUM TO COARSE SANO: Occos101,ol grav~I, loo<;e, wfli1e -or on,;ie -------·I f---1--------------~ CL A ·r: s;11), orc,priic, num,rOll~ shell5-, ,lCCas1□nol -sill Slfl'lljlers, 1H~ ~ SP CL ....... CH CLAY: ~tlty,m,cocecus, some :sh~l!s, ac1.os1onol sanr:l stringers CLAY· Sil1y, o, ·cnic, OCC'lSl(nol :Sil! S •1n1,pH-. ~ -. . . . --~··, "-, .. -~~-- >------------·-----ML 5!LT: Sand:,, Troces of c!o:,- merlium -i;iro) CH SM 1:1'" " ,,. CLAY: 51111, organrc. r~mero-is !hit II<;, u<cas1onol sill s!r•r.\lers, soft, l'lrk i;i10~-~•eitn COARSE SANO: :_:ilty, compact, medium-gray GRAVEL: Sandy, locsc (J(J'j-Qf!.l!f'I Ch ft=j.-COBBLE. Ai:i.,ro1.4"d,o CH ,__ SM '-- COARSE SANO: s,11,, com;,orl, med,•Jm 'i'iten GRAVEL Sandy, 1ocse, white -grnr, WATER SAND: S,lly, compacl, l,\)h1 bro"'n SM !--+--------------·- CH - ML ----------CLAY: Silty, organ,c, f'lumerous sl'lells, occos1onc11 silt sl11ni;iers, dark 1roy" q reen SILT: Sond:r, clayey, compact, ,;iroy -9n:u1 n I/), 0°FOR CLAY <pa 33° FOR SANO ELEV. 20.0' FOR ,~ p Sto.88+43 ~/ Ere, 5.< SM WATER SANO; S :1:,-1 s~n1e cloy, CCrl'~•Jrl, l1qh1 br,:v,n --~~~---------CLAY· Silt~, Or'1af'1C, CH ML nume,cus shells, occosionol silt str1ng;r ., 'Jor• gray -i;ireen col't'poct, gray -9reen ....... -=c:-~-=c:-~---MEO IUM TO COARSE GRAVEL: Sandy rn zones 0 -10 STA 88+ 43 Stations ot previous lmpro'l8men1s ISTA 17t + 12.131 Stations tor this Controc1 I I I I I I I I ' ' \ \ \ \ \\ \\ V \ \ ,;. \ \ \ \ \ / ' / iEND PROJECT MECl·1M TO COARSE--=-loose, medium gray -1--+ GRAVEL: ~end 1, occos1onal clo~ slringer 1, loose, j whil-e -9reen _ 1--l------------- ALL SCHEMES~ loo,:,., while -green -20 \ I p 8 SF -;; r.;. \ • ·,: t n SAN[', • S:-rt f.r.e .,J~t,._ 1-SP • >--<---------------· 3[LT. -::_,..,..,_, 1,-,t" sa~J j _, .. -_,,-,, .',\ ,,, ,,, ,-.,_-:; .,.. .th _ _ ,.., ri ,. -n er -t,·e•;jt1on--- - ML, FINE TC., ME..u1 ·M 5AND: SILT scricl numercus shells, ..,,,caceo,;s. cc.mrJtl, dork ')reen -gray SP --~---------GRAVEL: S□ n•ly, traces (.f SI: I l..iose, wh1te-~re1:n ~-I-ELEV. 26.0' MIN TIP r;p PENETRATION WITH (!J a 39<4Q°FOR GRAVEL ft//) a 6 • FOR CLAY ML ~ ------------- SM ....... GP FINE TO MEDIUM SANO: ~illy, groveOI), ion-brown GRAVEL: Sandy, loose, .... h11e-green I----.__ __________ _ --.,__ -+---------~ --·---------~ 1--+.-----------------J 1---'-------------- J... ·ELEV 3, o· MIN. TIP PENETRATION FOR All SCHEMES <p, 0°FOR CLAY rp , 33° i'"OR SAND ....... ------------- ({) , 0° FOR CLAY rp , 33• FOR SAND [ELEV 39.r)· FOR SCHEMES I 6 III FINE SANO· S, C ' ) -, ,, .,~'" s ,:1..,,·se I / FINE SANO: S,lt; SILT· Sandy, ,;,;me shel!s. com,:,::ict, gray-green ML ~ -------------- ML SILT: Sundy, some shells, C')Mpoct, grey-i;ireen COBBLES· Appo1, c ·;io GP GP white-i;ireen COBBLE: Appco,. s··a,a. GRAVEL Sandy, numerous shrns, lllo~e, wt-,tc • c;ireen ,.._ ---------·--- ML ,.._ SILT: Some fine son-1, compact, medium -brnwf'\ SILT: Sandy, compoc 1, ,;iro-,.-brown <p, 0° FOR CLAY ML rp, 33• FOR SANO ,,_ELEV.39.0' FOR GP L.-80UL.OE R: Approx IO"d,o. .=-COBBLE: .Apprnx.4"dlc. GP COBBLE: jGP >---~--------- ML ,___ SILT Sandy, compact, me::l ,um b1own Q COARSE SAND: Comp11c1, g1ay-grun rp a 0° FOR CLAY rp a 33• FOR SANO Gf ML SM SILT: Sr,ndy, compotl, mt1ium l'lr..••n r,p GRAVEL: Seney, wl'lile -9r!.en 1 oc-e, ~ -COBBLE; Appro1 s··dla. GP Proposeu 8r11Jne---------i P9_-_N_o_r_T_t-_, _A!'_ut_~-~~_:.••--.,. f __ -'C'J'' (Ste. 172 + 12 .13)' S(o 88 + 43 \ p7 \ / / / I I Sto.e0+01~Stol71+70.13l I I I I P6 , I I, Sto. 87 + 17 ,(Sto.170+86.13) r.v---Exist. Bridge ,-;-...{ P4 I I Sto 86·.· 36•(Sto.170+05.l:ll ( Sto. 171 + 2B.13l, s,o _8_7_+_s_9 _______ --c:::::'._..\::c.\ b i I P5B -~' V It P2 Sto 85+ 49,(Sto.169+ 18.13) ( Sto. 170 + 40. 13), --·-·-------~~-+------------4---+---------30 S -~,~o~. _8_6_+_7_1______ ~ /,l":\.,----/ , p I -Se, ut h Abut m t: n t ~3 / • / / Stt:i. 85 + C7 =(S1o 168+-76.I~ COAR Sf SAND: s,11,, comfci:1, ~1oy-9reen 801.JLOEA: A;.,:uoa.,~"di<'.I. COBBLE: Approx.G"dio. ( Sta GP 169 -1-6013), Sto. 85+ 91 ff_ Roo~v.oy NOTE: E,ur,ngs on l Rood•oy ro ken 4.., I I ,,, . °' I I J;I I ;1 I ~1 I I ! I I ! a ,r ~ 1r.;y l,..f 1 !•.,me she i~ .• itnse gray •----,--,:---------- ..:1 , __ s_ .. ~:._ ___ ---------· -':l---+--------------l • --+----------------l , _ _,_ s IL T : Cloy e y. r,1 L C"O Ce aus. · .. -r cornpoct, i;iroy-green I I I I/ SCHEMES I /j III COARSE SAND: s;1ty, ,4--1-E~E~ 38.0'FOR 1 SCHEMFS I 8 m -;1-+---------I ' I ,__ ML SI LT: Sond)', some clay, ---4-------·--------1 = 'll~c~o~m~p~•~c~1~, ~,~,~•!Y:·~O~"~•~n~...:,::--t--t-SM ZOO Blows wilh SILT; SonJ:,, some c-loy. compact, i;iroy• Qretn MEDIUM TO COARSE SAND: Oceosionol gravel, same she:11 0recc1a, -40 I I I I I I I ~1NE TO COARSE SA"4D: -, .• .,:. ,, S' ..,.,., •. • j·l ·, >. 't l • e ~. ;: ccbhle l{ft',, ,· q..~f-ELEV. 42 O' FOR SM SCHt"ME II -----------·--FINE TC COARSE SANO: Grovellr occns1onol ,;r•1~e1 "'"1tC cf shc1,s, 'f'le-Ji,IT' SILT C ioyey, tracl.'s of s·•nd, rr.ic 1C'!,'US, compocl, ,;r1Jy -g,ee,, compact, medium-•,peen I , 'P, 33' FOR SAND "--ELEV. 41.0' FOR 170Lb. -Ho!7'mer ~ I e" Pe:nep at ion -------! SP I' MLl~ELEV. 45.5'MtN. TIP DM PENETRATION FOR I / All SCHEMES 11'-(/) a 0° FOR CL=f1Y ---------SCHEME II -1---l•---------SILT: Sandy, ,ome cloy, compact, orun -9roy lJ (/)= 0° FOR CLAY GF! GRAVEL:sondy,loose,whit., rp C a· FGR CLAY ....... -,,...'P'-:,-'-3,--3_._F_O_R_S_A_N_D_ I SILT: Sondy, som, cloy, (jJ = _33° FOR SANO FINE SANO: Silty, dense, denu, 9r~en-i;iroy 1-£LEV. 50.5'M!N. TIP medium-Qroy (p= 0' FOR CLAY ALL SCHEMES ML ~FLEV. 42.0' FOR SM ML .,__ ----------- <p, 0° FOR CLAY :p, 33' FOR SAND ELl;V. 4C,. 5' FOR ALL SCHEMES----- MEDIUM TO COARSE SAND: Gravelly, occasion"ll sl'lell breccio, loose, white -c;iret-n BOULDER: ,1 44 5' 450 9,oYrs with F0 Lb. Hemmer-Impenetrable IOOS'!' while -~rl!en I SP -50-------------------+--+ jense I PENETRATION FOR SM 'P O 33• FOR SAND _._,_,_,_· ~'--'--" .. "-----< b'-+------________ .__ -------------1---1---...::Sc,C:cH.:.E=M:cEe...-'Il=.. ____ _ ~ SILT: Clayey, mlcoceous, $IL T: Son-1y, soff'e cloy, compoct, green-•}roy -50 / 8 EG IN -0::--· -· PROJE.CT ~ <:. " .., ws " ,,, 7-~ ..,~_,_ •• T ·~· ;~r.f';~'lt:~'1-------1 I 9o ,1<1.er at 53 lmptritlroble -- --=--=---------\-1L SILT Cloyey,'TiiCl.lCeous, -dense,~rrJy-,_peeri 20(• 8:,.,.., .. ,Tl"-. 7QLbHanmer -I SM ,- 6' fll'll'!l'J!IOl'l _____ ____J FINE SANO. S111 1, '.lense, ML ....... SP L..:.... some shells. compoc1, gray-9reen FINE SAND: Silt:,,deMe, lrghl groy-i;ireeri --60-------------------------------------------·----- ML ,__ NOTES, I: THIS SHEET HAS BEEN REPRODUCED FROM ~HEET 17 rJF ' REVISED FIRST CONTRACT PREPARED BY PuRT':R. O'BRIEN 8 ARMSTRONG FOR CITY OF NEWPORT EJEACH, REFERENCE TO PIERS, PILES, PIPE SCHEMES. El"C. IS FOi? PREVIOUS !MPROVEMt"NT 8 l)Of:S NOT APPLY TO THIS CONTRACT. .2.:SEE SHEET t1•3 fOR EXISTING 18" OCTAGONAL "AS BUILT" f/LE :TIP ELEVATION. ORAtJGI! COUl'JTY ROl\0 DEPARTMl::MT JAMBOREE RD. BRIDGE \/'JIDIENING ACROSS SAN DIEGO CREEK R-5415-5 ( ' I .. ',o ::J - -10 -20 .,, z 0 IP 2D 3P oO I~ 5P ~a••- GO ? 15 9P ,3 ,4 -30--------- -•o- I. ' SM ASPHALT (btir1ed rood) F•NE TO MEDIUM SAND S:lt.y, numerous ctoy layers, 1:iose lo med1urr: a~nsi:>, brown --~---- 30 2l003l 311981 CLAY Sandy, S111 y, medium, g• ,y FIN[ SAND S111 y, l"'<Jrnerou3 Ci O '1 ioye:,;, fOO':ie, qr O I 9 iP II 20 3P 13 STA 8'+63 ·EL--;-; ·9 ----- FtNE TQ , ... E01UM SAND trace of s1•1, IOo<,e, CLAY S,l!y, So"ldf, oc,:os1unal she1: fra:;;mer'S 1 s::ft '0 l_, 3, rried•~1,·, --JrO)" l,J r)>:3 --Dlue q ro.,. 1/ ,· }-L Oyf'( _)~ <;illy t1nr /' a ;:, . 6• 1se: [o cl 13 CL 1011461 OP 5P J I' II Li • 26 p:. -l 45(79) ,...._ D.'T' :::,,ily,~en,um, t'Je Jr:Jy >',' I <8FODED SAND, __ 6 p ,a,m,-S ;t I i,,r, J CI_Al, S1!1'1, n-ed·-,m dense Jnd 35 ·-,~; 34 (89J .,.,,Jf, rjorl<. qra)' 1• ·r I ll11 S',1 s CL 1'::1(111) N0TES ·!,'T H,·,,,e-d (,- SM ' -✓;,) 1/ -, ' J > ; / ;'j ;'/, \, ,,>, 3 _-,-,, 2 3P:? z~• .. , 6 ., 4C 2 'I k, I 1 -,, ,, I 5 SP l Ii 3h\, 6 6D 20 '3P:n6 ,00165 •, w, ,_ SM ,,, ~ 'i' ~, u -, _, 'i' ~:~~! ,4 • k: ~-r,i '1•-•Ji 'ii[li, •"!il1 ML ' i ,i11,,l 1'.R_ I 4-' ~, ···1, •Ml~ ~-. )·ii I :ti' SM '"'~ ~Hi--_, ,, ·'! ~ ! ~ >\ ·:~·~ :(~' ill'-. ' :: '·,' ''f' 1 • • ...,J ,..,_ •. , ' • , •• l 42' 17'.J, ~t.-).C. Pl -,, '" ~(:, 1'5 ! 1•91 15(116) , - 1(128) F1NE s:1 '\JD s '-, ' ,·c.ose ,tirJ'f'j" C1. AY s I•)" ' ,~_-,.,erJ:... .. Shel troqme"'ls, soft' Ca•,,. ,,oy -s l] F 'it 10 COARSE SAN J 5,,,) .-T'l€d1u1T1 dfrSP,, qra y SILT Sandy, Cia), y, n1Jrnerous shell fragrne •ned1um aense, Q.--lJ)' .FINE SMJO s 'lty I tro ce .: f Shf'II fragments, de.--se, IQ very derse 1 Gr a 1 -re ' ' ? p ~' 3P 2 40 2 SP 2 3 60 0 7P 6 ,2 I 80 !(j SM , ' _;/, CL $TA 88 +75 r·--· ·--·· ---,EC 5 2 F'~i~ SA~O 5 11y, Dose, browri CLD.Y Sdty, S:J.--idy, numerous shell f~qq~nts, rT'ed1um 1 dork grGy CLA'f Siity,occos,onC'II shell froqmenh, soft, darM. <FOY . -,;.· /, , / LL ,26 CL Pl, ,4 -_:,;// ;, ~- CLt...Y Sandy, stiff to v"ery stiff, gray F tNE TO COARSE SANO 1roce of s1I1, mej1um dens& 10 dense, l1gt.t gray 10 light brown ?C 5P 18 3 / SM STA 90+98 /EL 3 6 ' [L.llY r,lty,trot.e ~hell fragment~, 50ft !o 67 mt!01·Jm dork -;:1 ~y 221,021[0 3] 461791 l . 6 / PI: 3€- CLAY Sor-:ly, Sl1ff 'O ver·y st:'f, d'Jr~ Q'lf to brov.r ,6('•81[, •l 14 LL' 39 PI :2:? t6(116l 6 0 !7 I~ ' ( SILT $o'"10y, C.1oyey, .• medium den!>e, gray· 2111091 t10 0 10 ~lo!I·--·--------------_-_--__ -_-_-_-_-_-_ -20 r 11\tE TO MEDlUM SAND troce of sdt, medium dense, ~ray t41120) BORING LEGEND Por!f:'· S'J'TI~ er 3" C 0 :40 _::i '4Jr"l'"Tler 30·· Drop <_;;ompie rJu.-nbf'r -----·- -Bor-.--ig f\lur~ber ST:. 85•00 '--.-.//EL 100 ML SAND S,ity, dense-, bro~n · Dry Oe-ns1!y i!.Ds 1Cu Ft) unconfined Corr.press1ve Srrength (TJn-,, Sc; rtJ SOIL PROFILE v't.L' Ct.: -~t.L[ ,,, Ft T ,,, z 0 STA 97+08 'EL 5~ ~ -~--··--·--c. ~y S,!'~. S.:.:-idy, ~!11; lO '10~:.J, t''OWf' F ,"Jf 'O Mt [,"'.l,J~.1 SC.ND ::,,:•y, 1-0C'c' '1f clot, ,.....,ed1urn df!r'~e. red t•ciwn !fl •::,it• b: 0 Wf'. • ~ z " c ~ > BE ' i -, / / E ~,,. ,J / pq" ·C\',-! __ :.__:.._~• , • + 40 -----.:. B D 36 F,\,E ,-0 COARSE St.,~~8 rror:e 5,11, rned1ul"". derse tc dense, ,Qh! or:Jwn ·HO~ • '" 66 SM 9 " 6J 27<e81 r,, ,o NOTE: ~-T~ 170+8713)= 85 _S'fA9'.)+98 B3 S1Ab7-t18 \~ l'R(JPC"_oE C il' BR,OGE I ---·---__ _, ' ' B2 !STA 165 + 39 38) _ STA 8 +63 -"-c'-..1-(J ,BI (STA 163 +84.JBI -STA 8'l+C2 Q-C) I I I I I I 1 ! _f I,. I ' • BEGIN PROJECT LEGEND '\IE.'lt ROADWAY £XtS,.,~-1G ROO.OWAY ~ STA Bl +6:'i STATIONS or PREVIOUS lMPHOVEMENTS (STA I65T 39 38) STATIONS FOR THIS CON5TAUCTION PLAN OF SOIL BORINGS 0 '.>O ,oo ,oo ,ooo THIS SHEET HAS BEEN REPRODUCED FROM SHE~T 21 OF REVISED FIRST CONTRACT PREPARED 8Y PORTER, O'BRIE~. B ARMSTRONG FOR CITY Oi' NEWPORT BEACH. THIS SHEET IS PRESENTED FOR INFORMATION ONLY fi1 JAMISOREE RD. BRIDGE ~£~ 'I'JiDENING ACROSS CCC \~~Ji--_S_A_N_D_i E_G_o_·_c_R.;..E_E.;..;~;...__...,1 la:j81 -~ _LQG_QF TEST BOR!!\lGS __ ,. __ ,a .• :., .fi il-,-,-"-,---.. -A,-S--S-H_O_W_N_,_,, ________ ln.. __ 1_0_41 o o <I: SCALE SHEET \.P___!__ /=tJ5-/tJ4-Z ~ ~ I :-,j ~ ~~ ~ ~ ~ I V)