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HomeMy WebLinkAboutR_6009_S!I • I X X - 161.2 FL High Point To Of Wall VPI STA• 10+55 . VPl=163.03 20' vc 226.52 Cable Rolling Finish Grade 157.6 FL VPI STA=12+18.48 VPl•158.16 20' vc Join Win Bridge Wall Cast-in-Place Coping 3 '+ C: I ·-Top of Wall ::::E • Gutter Flowline Toe Of Slope Low Point ~ 1Fi~,n~is~h~G~ra:d~e~O~;.Fa~c;e~-==--=..::-:= -~----=-==----=-==---_=-::_;_~~~-=:~~~\~::::~-:------+--4~GPVC Well Drain _ _L ~ _!all 153.0 FG Typ Top Of_!o~n~ _ _ _ _ _ _ ..., .s::. ------------------- For Footing Step Details And Elevations Datum Elev 1-------------+--..;S..;e..;;.e...;R~e;..;t.;:;;ai;.;.;n.=.ed;:,...:E;.;:a:.:..rt;.;.;h~W-=:al:.:..I ...;:S:.:;h~e-=-et:::s __ --li---------1 145 10+20 1 1 ELEVATION RET1~1~~o~~~!-_2~p R1089A Vert 1"•10" Cone Gutter Finished Grade 2 ;:-J1 12 Dome Scupper 12+46.52 ·-4) :c --i Finished Grade- rc se; Re a1n1ng Wall LOL 2:1 Slope Finished Grade, Varies\ Coble Railing Per Coltrcns STD 811-47 11 2 Max Cone Gutter Per Colti: 1 ans Std Plan B3-9 Road DIST COUNlY ROVTE 12 ORA ~ R lAlW REGl~ML ENGINEER PLANS APPROVAL CATI:: IWA ENGINEERS 17 390 Brookhurst St. Suite 100 Fountain Valley, CA 92708 QUANTITIES JERRYR. IWlOO No RCE 32e38 12/31/97 2' Min Concrete V-Gutter See Sheet D-5 Wall No R1089A Mitigation ~/W " • - 4" PVC Wall Drain With --i Long Radius Elbow Concrete V-Gutter Per Detail On Sheet 0-17 2" Min Slope 2' OVer Excavation Base Width With Structural Backfill See MSE Woll Plans TYPICAL SECTION ~ Join FL Of Concrete _ 'J V-Gutter See Sheet D-5 RETAINING WALL NO R1089A No Scale -Section A-A See Caltrons Std Plan B3-9 ()-). For Details Not Shown No Scale ,f's ' \. ... ,, ...... ., .,,x~ '-' / 1 O:t 20.00 Be Wall LOL""' ~, / / I // 12+ 10.00 le Pt Wall LOL= 84.03'02" E Description CY LF SF Panel Area (MSE Wall) 2165 Minor Concrete (Gutter) 8.3 Minor Concrete (Coping) 19.1 Minor Concrete (Leveling Pad) 4.6 Cable Railing 247 Wall Drain {4• PVC) 6 Cone Gutter 3-9 Retaining Wall R1087A For Details See Section 3.3 Plans Drainage Outlet Structure For Details See Section 3.3 Plans ··-........ N58"00' 24" E MSE Retaining Well ......,, Hinge Point -----166 \ \ A,',48{.,:r.1-151, •,r-2 ,A/CR,1::'I ff',,~", $#ALL {,/Sc 7Z/Bui!..AR HA11/D RA/!./, VG -C/IA/..A.. • ..'.:.~1<<" ,{?A/t. //!,6 .Z:-1-T6<?FA.C E. • '"\ 0 ✓-"'-'-~ ... I ) 7 e & " 3 2 1 NO. \-"----" ~~ ~.~ ' .... -.......... DIIAWN IV• RW DE81GNED BV, RW DATE REVISIONS ct£CKED av, KN F"OR REDUCED P~S o • 1 2 3 L. I ., ORIGINAL <JC,lLE IS IN INCHfS I. _ ... L ... I I . . . l -DATE 2/1/14 DATE 2/1/14 DATE 2/1/M I I \ For Details Not Shown See MSE Detail Sheets DETAIL ,, ~I No Scale • ........ MPMD Pall CONlnUfflDN &IUI UII • QCM RELEASE OCi O 31994 GENERAL PLAN FOR CONSTRUCTIOl't Pl.ANS PAEPAIIED IV• PLANS FOR THE IMPROVEMENT OF PROJECT NO. Ford Road Extension And Realignment 14191-MC IWA ENGINEERS 17390 Brookhurst St., Suite 1 oo. 1--__:_R.....:E::..T_A_I_N_I N_G_W_A_L_L~R~1 ~0~8~9-=-:A=---i SHEET Fountain Valley, Calif. 92708 CIT y Of I RV IN E i. l z_ OF PUBLIC WORK cu , F.A ! ! I .S91L REINEQ.fil:E.M.EtlLl:iOIE..S; 1. Mesh Lengths Shown Above Mesh Length Una. 2. Heavy Horizontal Lines Separate Zones Of Different t.4esh Types. 3. Heavy Verticol Lines Seporote Zones Of Different Mesh Lengths / Design Heights. 4. Mesh Types Shown Below Mesh Length Linti. (See STANDARD DETAIL SHEET For Mesh Key) 5. The Number Preceding The Mesh Type lndlcotes The No. Of Layers Of Thot Type Req'd. ~E.t!ERAL~O If..S; 1. Elevotlons Shown Abo11e Wall Are To Top Of Cast-In-Place Coping. 2. Elevations Shown Below Wall Are To Top Of Cast-In-Place Le11elin9 Pad. 3. Ponels Have Fractured Fin Finish. 4. Adjust Location Of Drainage Structures And Lumlnalres To ct_ Of Panel Joints. (See Drainage Inlet Detail Sheet For Details) 5. Panels To Accommodate lnspeclion Wires Are Deslgnoted With An "I" Subscript. (Sea Panel Finish Detail Sheet For Details) 6. See The SJHTC General Special Provisions For Earth Retaining Structures For Material And Construction Speclflcallons. DIS r COUNTY HOllff POST MILES SIIEET . roTAL PROJECT NO. ---1-----t-~&-C.------- 12 r_/,lORA. /2 73 TOT l>.L SHEETS lit/ U0P ij£GISTF.RED CIVIL ENGINEER \>llllH SS / ~ ~ ~ <".: ~ f; " -;:, DAVID T. ~ f;, "" ,., ~ No 11,813 "' Pl.ANS APPROVAL DA TE • Exp. 12/3~ * ~ ,., J'~ CIVIL ~,~ MACIAS 1077 Dell Av«iue /'( or C~\.\~~ • JOINT VENTURE Compbtll, California 95006 RETAINED EARTH 11 WALLS Telephone: (408) S6S-5000 AS BUILT ,...._ ____________________________________ T:...:o=-=-ta=.:1'-=L=.:en=HJlh Alon_g RWLOL -226.52' ____ _ ~-------------------------------------■ No CMttgae a Chenged er ,, Aa-BulltOate: 170 165 160 155 150 145 140 1/) 1/) • PANEL SPACING DESIGN "H'' MESH LENGTH MESH TYPE OI~ WC:"IIQHT ....J w 1.52' Hae 1 5.0' L= 13' 3-4(4W11 +Wl 1 X0.5) 2(5W11+W11 X1 .0) DESIGN DETAILS -·-------------QUANTITIES BY BY BY CX) 'st . co --+ > N • -II.. . ,<OU -<( -> I-• (/) CX) • LOO -<l -N c,, . CX) -' ow Q'. \ Finish Grade Front Face I 12 J. 5. TILMANT J 5. TILMANT Datum Elev. 140.00 H=7.5' L=8' 2-3(4W11+W11 X0.5) CH(CK[D M. M.116ARELLI LOAD fACTOR [)[SIGN CHECl<EO tt H.116ARELLI LAYOUT CH[Q([D SP£011CA(l(JjS ' I I I LIVE LOADING: BY DY Locale 1 /2'' In Coping @ Ponel Joint. Expansion Joints Every Fourth (TYP) @ Indicates lnspecllon Wire Locotion 7 (See Generol Note 5) ' ' I 1 1 47 @ 5.00' -235.00' H= 10.0' 4(4W11+W11X0.5) RlQ8i~-ELEV A TlON (FRONT FACI! SHOWNJ SCALE:1"~1O' HS2O-44 AND ALTERNATIVE AND PERMIT DESIGN LOAD CHEQC£D PLANS AHO Sl'ECS COMPMED /~ TRANSPORTATION l•.....,"4~~CORRIDOR AGENCIES GENE FOSTER TCA CORRIDOR MANAGER ORIGINAL SC ALE IN INCHES I I I I I I I cu fOR REDUCED PLANS 0 1 2 I 3 EA -:-:-------------------------------------------------------------------------------------L=-----------·-- F'ILE 10: R10811-1 tllllSSSlllldgn1p1clSII.IIIIIIISIIIIII PLOT OATE: "-21l-1141yllmeSSSSSS PEN TABLE: $$pcnloblclS 7.5' 10.0' 15.0' \151.00 TOLP H=7.5' L=8' 1-3( 4W11 +Wl 1 X0.5) MAXIMUM BEARING PRESSURE 1400 psf. 1950 psf. 2950 psf. 0 (0 <O 1/) . _J w ;- N • (7) r--+ co tO . <( I-en II -o 00 '=! 0 a ct: N + -0 0 ... - 0 LL ""-81 -I-c en i-3: -<( _J C Ol :,_ ·-CXl N o,O , II) -00 m ct: CJ> 170 165 160 155 150 145 140 \J QCM RELEAS~ OCT O 38 FOR CONSTI\UCTIOJ( THESE DRAWINGS ARE CERTIFIED WITH RESPECT TO INTERNAL ST ABILITY OF RETAINED EARTH STRUCTURES ONLY. BRIDGE NO. RETAINING WALL R1089A POST MILE WALL ELEVATION DISREGARD PRINTS BEARING EARLIER REVISION DA TES -• REVISION DA TES (PRELIMINARY STACE ONLY SHEET OF I I I I -LI _,_---1!___.__;2.=----i....--=1 z..::c-J GENEf{ALJ'.:! O I ES; SOIL PARAMETERS: CASE 1 INTERNAL DESIGN -f<l = 34'. li = 120 PCF EXTERNAL DESIGN -f<l (BACKFILL) = 34', li = f<l (FOUNDATION) = 30' PRECAST CONCRETE PANELS: f'c = 4,000 PSI (CONCRETE COMPRESSIVE STRENGTH AT f'y = 60,000 PSI (YIELD STRENGTH OF REINFORCEMENT) SOIL REINFORCEMENT: 120 PCF 28 DAYS) WELDED WIRE MESH -fy = 65,000 PSI (YIELD STRENGTH) CORROSION RATE -1. 1 MILS/YEAR REINFORCED CONCRETE: f'y = 3.250 PSI (CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS) fy = 60,000 PSI (YIELD STRENGTH OF REINFORCEMENT) MSE = MECHANICALLY STABILIZED EMBANKMENT VARIES RWLOL---i fil 1 -4 CABLE RAILING POST POCKET TOP OF COPING = -------... TOP OF WALL ELEVATION lJJ I z (._') en w 0 2'-0" MIN.-- OR 0.1 "H" 6" RWLOL-- FINISHED GRADE ELEV.= TOLP 6" x 1 2" UNREINFORCED CONCRETE LEVELING PAD CA4.-TIIIAN$ ot:~ O'..«:IISIGtH ---WELDED WIRE REINFORCEMENT I I I I I I ----~ _J .11.12" 1. L= MESH LENGTH (SEE WALL ELEVATION) TYPICAL SECTION SCALE: N.T.S. 1 '-0" DESIGN av BY DETAILS QUANTITIES J. 5. TILHANT J 5. TILMANT CHCCkCD CHCCk[O CHCOCCO Ford Road <t I _J 5.00' RI089A STA. 12+10.00 BEND POINT 3/4'' JOINT-FRACI URED FIN MSE PANEL RWLOL - 3/ 4" JOINT RWLOL - 3/4" X 2" X 6" Neoprene Pods MlrRE CORNER ~ ~ ~ 12" WIDE _,-/1--1---4--.i FILTER FABRIC CORNER DETAIL A I R1089A STA. 12+10.00 NO SCALE 5 00' -------·---------------------< FRACTUREO FIN MSE PANEi R1089A STA. 10155.00 81:ND POINT \/\1\1\J\1\/\f\ 12" WIOE- HLI t.H FAl::IRIC 3/ 4" X 2" X 6" Neoprene Pod Bonded Or Fastened To One Panel, At Both The Top And Bottom Of The Panel. (See Detail 1. This Sheet) 5.00' 500' Dl~l C(\lJN I Y HOUlE P(bf MILES TOrAL PROJECT ~,IEET fOTAL NO. SHEETS ORA 73 Df ESSI ~ DAVID T. (~ "" ~ No. H,s/3 ,o PLANS APPROVAL DA TE .. E,p. 12/3~ J'-'.f CIVIL ~"'" MACIAS 1077 Dell A11e11ue I'( OF C~l \\(:)~ A JOINT ll{NTURE Campi,.,I, Colifornio 9500II --C:::::::::::::,=::~ RETAINED EARTH· WALLS lelephone (408) 666-5000 AS BUILT a No CharlgU · .• : Q Chenged a 71 bid M Built Date: .. 1/2" X 2 1/2" X 6" Molded Plastic Panel Pad Centered, Vertically, On Panel QCtvl n~t.F. ASE OCl 1) 3139' DETAIL 1 CORNER DETAIL B 1 B108_9A ST A. 10+55.00 NO SCALE FOR CONSTRUCTIOl't N.T.S. H. HA6ARELL I M. MA6ARELLI /~ TRANSPORTATION 1"--.."-t~P.CORRIDOR AGENCIES GENE F051£R TCA CORRIDOR MANAGER BRIDGE NO. POST MILE --- THESE DRAWINGS ARE CERTIFIED WITH RESPECT TO INTERNAL STABILITY OF RETAINED EARTH STRUCTURES ONLY. RETAINING WALL R1089A SECTION DETAILS ORIGINAL SCALE IN INCHES CU DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET Of' ;:;;-;:--;;;::--;::-=:=--::-:~~~=-::-:----:-:::-:-:-::-:-:-::-:--::-::-:-:-:-:-:-:-----------------------------------FOR_R_E_ou_c_E_D_P_LA_N_s ___ ~o~~ ---'--~ ~--~2 •,-__ _:i_ ____ E:/>. 12332-_1~0_2:__5;__4~0'----------' EARLIER REVISION DA TES -_ _,_ _ _,__ _ _._ _ __._ __ ,___L__L_ _ _, __ _.___...__,__-"'3_,c_l_Z___J F"ILE ID: R10811-2SSSSSSSSSSSSSd~n•pectltfttttttiSSSSSSSS PLOT DATE: il-23-94syllmeSSiSSS PEN TABLE: ISpenlableSS ~-i·-r-·---.-----------------------------------------------------------------,-__,,.---r--~--::-:::-.::-:-:-::::-::-::--r-=~~ OIST COUNTY ROUTE POST MILES SHEET TOT"L 1 I " 1-l VAR\c S 20"1 #4 BAR ({l) 12" 0 C. - 2 SPACES AT 6" EACII SIDE OF POST POCKET TOP OF COPING= TOP OF WALL El EV_ -~ ~ ' 0 I N / . C' I / ........... _ B11 4,. / 6" -1 l ~ \ r CASI IN 1-'I ACI:_ COPING 2' -0" v,t>-1'· \ '1- 1,})' ' ' ~ (fj _J __ t I ' ' z I "<I· :::; . . -. . ' V I I " 2o·i-•• I VAl<I~:::, • CA~ I IN I 'I AC:~ COl'IN(; 04 tJAk' II» \ '2_" O.C. 2 SP ACTS AT 6" E ACII SIDE OF POST POCKET 1'--J" j '}_' -o" ~---------t--· -----•------ C' I \OP OF COl-'INC~ lOI' OF WAI I El EV. "--. "" \ I I -----.. ---------·--·-----· ---·---~ ,. . , 2" Cl f-<. • • 1 - • o, X ( I YP) I u I <£ )--I ~, ~ /t • ,---.------- ' I --- ' L '-J ~ . • I I . . . I I/ -----------,,'-·---1-T_O_TA_L_P_R_O_JE_C_T -1-N_O._I_SH_E_E_Ts..,. 1 7. / OR A / ~ 7 J c/J . I/ /1!/ /41~ -~llOF[SSio~{' ;~ <'.: ' RE(;ISTEREr1 Cl\<IL ENGINEER sJ, ~ fl DAVID T. ~ i ,..., l:lii 11.813 "' No.-~-- PLANS APPROVAL DATE ; E•p. 12/31/136 /, J'/: CIVIL ,i;;--.../,--t ... MACIAS 1077 Doi Avonue '{;-{ or C~l,~~ • .., • JOINT ~NNNE Compbell, Colifornio 95008 RETAINED EARTH• WALLS Telephone: ( ◄08) B6B-5000 AS BUILT a No Chenglll • • • CJ Changed a :rs .bd As-Sulit Date: CABLE RAILING -" I L TOP LAYER POST POCKET I CAtH.t: HAILING ;;~~~ f POST 1-'0CKFT \ IOP LA Yt:R I I I I I I SOIL RflNFORCEMEN T SOil REINFOHCEMEN T CAL 111.ANS 0[11GN O'-OIStOO T SKiNorr DAtt #4 BARS CONT. 7 TOTAL - 1'' EXPANDED POLYSrYRENE FRONT FACE PANEI_S = RWI_OL (ARCI IITECTURAL RELIEF) 3/4" --CAS 1 IN Pl ACI: GI I rTER STD. PLAN B.3-9 I ,3'-6" #4 OOWEL (5 PER PANl:_L IL=-E·XTEND 1'-3" MIN. \NfO PANEL _jj~-l-FIELD CUT ANO BEND AS REQUIRED -6" (NOMINAL PANEL) l YP.) 6" lVARIES -. . - #4 llAl<'::i ClJN I / IU I Al I" LXl'ANIJl:ll l'(J\ YSIYktNI I l~ON I I AC:l l'ANt: IS - RWI 0\ (ARCIIITECTlH~AI k'EI 11:t) J/4" 1 CA', I IN I 'I A Cl Cll I fl 11 S Ill l'I AN H.S 9 j' b" 04 UOWl:I (~ 1'1.1< l'ANl:_i_ IXILNIJ \' Y' MIN. INIIJ PANEi I IUD ClJ I AND t:3END AS k'EQUlktTJ 6" (lil)MINAL PANl:_L) CAST IN PL,lCE COPING CAST IN PLACE COPING I MAXIMUM PANEL EMBEDMENT I I MINIMUM PANEL EMBEDMENT I SCALE: J/4" = 1' • 20' -0" #4 BARS ----, ,_ ________ _ r 6" •19 SPACES @ 12" f-+-6" 1 /2" EXPANSION JOINT @ EVERY FOURTH PANEL JOINT CAST IN PLACE COPING , TOP OF PANELS 1--1-•----#4 BAR CONT. (NOT CONT. TIIRU EXPANSION SI.) I ~=c=J'=========~~=,:r~t~~U------1 /2" EXPANSION JOINT ____ ------r1-:.:.:.;1:..:..:.;:-:,:;,,:_:,:~~•~,-;.;;;.;;;:o=~!==""'!c==i I @ EVERY FOURTII PANEL JOINT -j I I • r---------l ,-----7 I ~ I I I I I I I I I I __ : ____ J~---=-=--=-=~=~,--z :-----~ PARTIAL ELEVATION CAST IN PLACE COPING SCALE: 1/4" = 1' DESIGN BY BY • SEE SECTION FOR ADDITIONAL BARS AT POST POCKET J. 5. TILHANT o,cc•rn M. MAGARELLI J. s. TILHANT O<[Ck[O M. MAGARELLI /~-TRAN SP OR r A 110N l----+-BY---------l-OiE-C-k[0--------1·""'-~ .. --CORRIDOR AGENCIES DETAILS QUANTITIES C',ENE FOSTER TCA CORRiDOR -c-M:-:-Acc-NA0~G=ER=- I I I I I I I cu o 1 2 3 EA 12332-102540 L-------------------~ ·-------------------------------------------·---~-------------~-FILE ID. R1089-JSSSSSSSSSSS ISdgnspecSSS SSSSSS SSSSSSSSS$ PLOT OAlE: 9-IJ-94oyllmeSSSSSS PEN TABLE: S$pentobleSS ORIGINAL SCALE IN INCHES FOR REDUCED PLANS· I YI' ) b" -l VARIES BRIDGE NO. RETAINING QCM RELEASE OCT O 3 Im FOR CONSTRUCTION THESE DRAWINGS ARE CERTIFIED WITH RESPECT TO INTERNAL STABILITY or RETAINED EARTH STRUCTURES ONLY. . WALL R1O89A POST MILE TOP OF WALi_ DETAILS DISREGARD PRINTS BEARING EARLIER REVISION DA TES ___. REVISION DA TES ( PRELIMINARY STAGE ONLY SHEET OF 4 12 CAl.11\""I OU. 0-T V c::UTMENT WING WALL 77.62' LT $ Ford Rood STA. 61 +09.55 1 o· 4" ·· 1" EXPANOEO POLYSIYKENE 6" -12" WIDE FllflJ~ FA8KIC MSE PANEL 6" RWLOI 3/4" BRIDGE No. 3 ABUTMENT JOINT DETAIL I- I 6" X 6" SQ. HOLE __j TO BE FILLED WITH EPOXY GROUT AFTER PLACING 4" PIPE NO SCALE WALL DRAIN OUTLET NO SCALE DESIGN QUANTITIES I- ORIGINAL SCALE IN INCHES FOR REDUCED PLANS I I I 0 1 1---SEE OETAIL A ,-DOME / J -/ --------CONC. GUTTER (MODIFIED) -_ '\__ 14-83-9 (BASE = 1 00') FINISHED \~ I°\ GRADE •~--;-i--- ;~-_.,\~l=:::::-~,J---------------- 4" PLASTIC PIPE ------ WALL DRAIN NO SCALE DIST COUNTY ROUTE ,- POST M,LES TOTAL PROJECT SHEET TOTAL NO. SHEETS 12 ;1JRA /1.'i '--/--,L-----'-------_,,-.;-:::;~~-:i=::.-;:~--1 ;'II 7 ./~ / ,,r ~iaFEss19vA, ;,11/.,..; ,' ~ // A //.. 1 ~, ft..~o/ % !:!'1 DAY1D t. ~ °F'-c.:, ,..., ~ 11,813 "' No._~-- REG ~ ,,_, ED CIVIL ENGINEER PLANS APPROVAL DA TE ,\"" Exp. 12/3~ •, 1W J'?., CIVIL ~,~ MACIAS 1077 Dell Awenue ,..<" ()F" C~l \\~ • JQIN1 >£NIUIIC Campbtll, California 95008 RETAINED EARTH• WALLS re1ep11one: (•oa> S6&-!,0QO AS BUILT • ..J :·.',,.~:.,,<·i-. • Nu Cle:.i,u ;; :~ ,~,.:::. Cl Chang8du&Fz I ~· • · > ' , As-Built Date: ___ _ I\ _ I ,I/\ p- QCM P!ELEASE OCT Ola FOR CONSTRlJCTlal THESE DRAWINGS ARE CERTIFIED WITH RESPECT TO INTERNAL STABILITY Of RETAINED EARTH STRUCTURES ONLY. BRIDGE NO. -·----------·----RETAINING WALL R1089A I I I 2 I 3 GENE FOSTER TCA CORRIDOR MANAGER cu EA POST MILE SPECIAL DETAILS DISREGARD PRINTS BEARING EARLIER REVISION DA TES -•- REVISION OATES (PREUIAINARY STAGE ONLY I I I I SHEET or S 12. " 59 1 4" ( Allgnment Pln!i----'l--"-5_" ----l----_____ ?~. !l.f'. 0\ I/') ( Liftin Inserts I I I 20" 454 454 454 454 It II 19 1/4" l Of Panel • 1--A It /' /4serl Locations Varies -1 5" 20" Fron/ Face Of Panel----- g II) _, 3 Ill ..Q .,_ E OL,J ~ fractured fin Face I-t. Alignment Pins 3·l-- , 1 /2" Min. Cover J :•d Vedl<ol Rebo, For Horizon/al --Loop Embeds .. ---#4 Horizontal Rebar (Typ.) Iii ~#4 Verflcal Rebar (Typ.) -Loop Embeds I ~- l I i/ i/ £/eclrlcal ) RtJsls/ance Weld -- I. 5·· Back Face Of P1.111"'/ J Ehtclrlcal "' 3/R::.'s::::s Weld~----\ ______ -------, r··-----------l . . ~,~ . ---... £... ------ //""" ,/ ,, ,.,.,.,....--Cross Wire J" -- WIRE MESH LOOP DETAIL DIST COUNTY / J/8" Radius Reinforcing Wire Mesh Length -"LI' -. -.. .. .. --~ --··· ---.. --.. ------- e -----// __ ----· ---· -.... ---- Cross Wlr LOOP EMBED DETAIL 1.ooped End Of Wire Mesf ;7 \-{. A • ' y • • • v--• I ' • I ' . . ··--Slral ghl End 01 Conn11clor Bar Be Bent Aller Wire Mesh To --. --------... --'' -· ""' . -. . ---- ------·--------11 - ~OUTE ---- -. --·-. ------. . P051" Mil.ES TOTAL PROJECT • l'3 l l'3 '1o - ~ -I SHEET NO. ......_ . ~ t- '-., TOTAL SHEETS I 't ~ II 't 't II :-•-----'l-·1---1--- 1 -~ 454 ~ 'q ~ 'q ~ Loop fmbeds • ·cs.·.! ••• ~-•••• " . ~ . • ◄•◄ --------· .... r:··•1-~ ♦ ' .----- ' . . .. • ! -·------.. ---~-..--~. .. . I s lnslalled In The field ---c onneclor Bar WI 9. 6 Wire 0.5o·· ~ =24" For 4 fmbsds =JO'" For 5 Embeds =J6"' For 6 Embeds /.onglfudlnal W Ire~ • --... II 1o I I • lQ 1/2"x.2 1/2"x.6"...J Panel Pad "454" - #4 BAR X 54" __ 1 ==---,A.__J_ii __ -----=l.-==-==----=----rl ---=-------__ -:r ; I / I 2"± I 12"..l I 12"± I 12"± .. I Ver/._ /..• (TYP.) • • (TYP.) • ' (TYP.) ' ' (TYP.) --Rebar (' 11.l Tapered ~ A 3/4" ~ \_ I 2" -RWLOL -C Of llorlz. Bars SECTION A-A . • . • • • . • - •• . • . • • • • • • • ' . • • . • _,: • . ·,-l(• .'.. • • ' -• .. • • • • • ! • • A • ' ·v. •• • • • .. . . " ~-----1- 'It •, • .. • • • . . .. . , ~ • . ' L -J • I L l. L "-·--•. -...:.=J R \on \, elnforcing Wire Mash glludinal Wires Spaced Al 6" 0/C ------·-· - W/R[ MESH O[SIGNA TJON 5W11 + W11 1< 1.0 No. Of Longltudlnal Wires ----~ Size Of Longffudlnal Wires {LS) Size Of Cross Wires (CS)------./ Spacing (Fl.) Of Cross WJres (CW)--- NOT£: FOR EXAMPLE ABOVE, EQUIVALENT WIRE MESH DESIGNATION = 6 X 12 I SHEET WIDTH Wt 1-24" X "L'' Hole (Typ.) NOTE : • • • • • .. • • fl • • • l , I J" Hf'>+.:"•a ~/'. d for C.r n:stn.:iction· (LW) (CW) WI 1 X (LS) (CS) L SHEET LENGTH STANDARD "SA" PANEL Loop [mbBds (Typ.) Back Face View 12" Wide Filter Fabric Genier On Panel Joints Bonded To Back Face Of Panels -~I . . . . . . . . • • • • 0 I I o 6"x 12·· Unreinforced - Concrete Leveling Pad 6" Max . . . . . o • I I 0 6" Max 3" Min 6" Max Panel Spacing . . . . . ]Full J" Min 6" Max . . . . . Step (30°") 6" Max Minimum Panel Connectors Is 4 l.oop Embeds Per Row. The Number Of Loop Embeds Per Row May Increase As Required By The Design Condition. These Panels Will Be Designated By The Number Of Loop Embeds Per Row Preceedlng The Panel Type. SA / Align Panel With indicates 5 Loop Embeds Per Row _/ "'----Panel Type / Panel Below Alignment Pin With Bearing Pad. J" Min 6" Ma1< Panel Spacing AS BUILT • NoClleng• □ Changed et Sit '8d As-Built Date: Step (15") V • =ton; 3.~.5 PLAN VIEW REINFORCING MESH CONNECTIOJ DETAL SQiLR~inio[f~m~nLJ~~y_ Mesh Types Are Designated Below Mesh Length Line. lleovy Horizontal Lines On Woll Flev. Serorole Zones Of Differnnl Mesl1 Tyres. (See f<einturcin(_J Mesh Detoil f'or Mesh Type Delu1ls) t xomgle 5C2 ( 5A 3 ~51'1111WIIX10' {2 IAYERS) f.lESH MESH 4A ·--~:~~ i::1i,:,1x1 o· (2 I AYERS) LEt:!GT_HI. L=l 2' TYPE (2) sw111w11x1.o· (2) ◄w111 w11x1.o· • • Contact VSL Corp. For Questions Concernin<J Plocen,en l Of Soil Rein forcemenl. 3/a·· X 45' Chamfer Front Face Of Pone/ 1 3/8" I .. ---9 1 6 -------- 1/2" Jt, 2 112·· Jt, 6"------------ Molded Plastic Panel Pad, One Al Midpoinl ('f Each Panel. Atlach With Contact Cemenl Or Use Galvin/zed Concrele Nails 2 3/ 4"' 6'" FILTER FABRIC DETAIL AND PANEL PLACEMENT VERTICAL PANEL JOINT DETAIL Back Face View DESIGN av J. S. TILHANT CHECl<EO H. HA'.JARELLI C4l.nU,MS O(SIGN O"f:JISIGHl IIC:.IOT 0"'T£ J. S. TILHANT Ull[)olU H. HA'.JARELLI /~ TRANSPORTATION t-----+-9Y---------+-0 -.,C1<-,-0 ---------1 ~~-.....,--CORRIDOR AGENCIES QUANTITIES DETAILS BY ORIGINAL SCALE IN INCHES FOR REDUCED PLANS ;::;;-;:-;;:;:---;:-:-;::::::~=====~--::~:-:-:-~:-:-:-~:-:-:--=---=-------------------------------------------------~o ___ __. __ ----~ ---, -----r1LE ID: RI 089-5$SSSSSSSSSSSSctgnopecSSSSS SSSSSStSSSSSS PLOT CATE. 9-1J-94oytimo$$$$$$ PtN TABLL $$pentoble$$ GENE FOS llR TCA CORRIDOR MANAGER cu EA 12332-102540 REINFORCING MESH DETAIL ---'~30-~ D.\n:. Fron/ Face---< Of Panel (3/8") 3/8°0 X 45' -~ Chamfer I , 3 I 8''....-1---- 9116 __ J/4" x 2 J/4 .. x 11 1/2" High Densily Polyelhylene ASTM 2240 Bearing Pads Two Per Horiz:ontal Join/ HORIZONTAL PANEL JOINT DETAIL OCT O 3 ~ FOR CONSTRUCTION, NOTES : 1. Panel Reinforcement Bars Shall Be Deformed Bil/el-Slee/ Bars For Concrete Reinforcement Conforming To The Specifications Of ASTM Designation A615, Grade 60, Including Supplemenlary RequlremBnl SI Or l.ow Alloy Slee/ Deformed Bors Conforming To The Specif/ca/Ions Of ASTM Designation A706. 2. WI 1 And W20 Steel Wire Sholl Conform To The ASTM Designation A82. The Welded Wire Mal, Loop Embed, And Mesh Loop Shall Be Welded In Accordance Wllh ASTM Designation A 185. J. Alignment Pins Shall Be J/ 4"~ Rigid PVC. 4. Reinforcing Mesh, Loop Embeds Connector Bars, And Alignment Pins Shafi Be Galvan/zed In Accordance With ASTM Designation A 123. 5. Concrete Panels To Have 28 Day Compressive Strenglh of 400G PSI. THESE DRAWINGS ARE CERTIFIED WITH RESPECT TO INTERNAL STABILITY OF RETAINED EARTH STRUCTURES ONLY. BRIDGE NO. RETAINING WALL R1089A POST MILE STANDARD DETAIL SHEET DISREGARD PRINTS BEARING EARLIER REVISION DA TES - REVISION DATES PRELIMINARY STAGE ONLY SHEET OF" ~ 12 --·--~----------__J[___L__J_ _ _,__..1._ _ _,_ _ __, __ __,_ _ ___J__---'-----'--=~....L....---' r------------------------·-------------------------.r--r----r---,----=-=::-~-.-----POST MILES SHEET T COUNTY TOTAL SHEETS A lO CAI.JIUHI D(IK;H OVDliill>lT SIONOfT 0Al[ ::,9 1 / 4" ~----·--· ...... ·····-···--------·-· ···-···. 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 I I I l -. --~ . ----.. A Ol ,n ------------'- ARCHITECTURAL PANEL DETAIL (FRONT F AC[ SHOWN) SCALE: 1"=1'-0" ""1 l /B, -:J,f!. l!(-' ______ 3:cc8=......=E:..::0,c.-_:S::.:.P_@~1:........:.1L/.!::.2_" _·.:..· _:5~7_" ______ r,-"' 1 I l I 1 /8" I t::;J 1 1/2" o.c.~ I -r, 1 FRACTURED FACE I I I I I ) ------II______ I ... v...,vv ... VVVVVvvvv ... vvVVv ,,v_:; ,....,v-.vv_v_yv-vv_v_ ~ 4 .::'.14., • 4 • ~ 4 4 .,, .1 (I ,a -.. SECTION A-A SCALE: 1"=1'-0" DESIGN BY J. 5. TILMANT DETAILS av J. 5. TILMANT QUANTITIES BY . O<ECl<ED DIECt<m OJECl<ED • 4 ' .:1 4 , • 4 E 4 l\ • " < 4 l_o/-{_ I . lo <( It' 0 -I '--... ,. -•-. I I, <( fl:'. 0 - ' -I ----.. o, ,n SECTION 8-B SCALE 1"= 1'-0" li'.1''7,1 ·1 JOINT I ' ~ 1/VVV 4q d,:j '-,. q ~ V --.. . 4 """'-• . ,d 4 4 q (i (!' 4 A JOINT DETAIL SCALE: 1/2"=1'-o" M MAGARELLI ...____ M MAGARELLI -··--------. _/~ TRANSPORTATION I~ SORRIDOR AGENCIES ORIGINAi. SCALE IN INCHES I I I I I l T FOR REDUC£0 PLANS FILE ID: R1CB 9 -s$$SSISSIISS SSd11nsp•c ••••••••• ,,,sssistississllSi ________________________________ _:_:.:_:.:.::::=~.':.:::~-----'01!__ __ ---' ____ 2_ PLOT DATE: 8-24-84oylime$S$SS$ PEN TABLE: 1,Spentoblet;$ - .3 TOTAL PROJECT NO. .//L/ 1//~--c.---__ ~ ~~orrg!~_.,,, ''REGIS·-· RED Cl\/1l ENGINEER :ff 1. fi OAVIOT~ t ~ No U.al3 ,o Pl ANS APPROVAi. DA TE -II Exp. 11131/96 it '~-I lJACIAS J',;, Cl\/1L ,.:-~ M 10/l Dti Avonu, I'( Ofc).\. ,~~ • JCJHr ~NI\JRE Campbell, Colifornlo 95006 RETAINED EARTH• WALLS re1ep11cne: (408) 866-~ AS BUILT ■ No Cta.gaa •. • _c Q Changed a, Ila, l.~lf Al Built Data: 2"~ FOHMEO -••• ---1.----- I /01 f IN PANt I -+-----. I I ~~T ___ ______J _J ~9J ~ Wl 1 X 10'--0" Wire, \ With 3/8" 0 -16 UNC Threads 1 For A Length Of 1 1/2" At Face \ Neoprene plug. , 2"¢ PVC \, I I >;-PANU \ :-~ Neoprene plua. -} l , /2" • min. Panel End 2"¢ PVC Inspection Wire ( F.F. PANEL , ,._ Wedaes 1 /2'' min. ti 1 /4" Corrosion Inhibiting Moslic Wedge Filled Round Vinyl Closure Mastic Filled Round Vinyl Closure F oslened With Nylon Tie. GENE FOSTER TCA cnRRIDOR MANAGER cu EA 12332-102540 BRIDGE NO. POST Mil E . -. -·-··---, INSPECTION WIRE DETAIL r;:!..:.~ -9-f i ,, ----: ' OCT O 3 199\ FOR CONSTRUCTION: THESE DRAWINGS ARE CERTIFIED WITH RESPECT TO INTERNAL STABILITY or RETAINED EARTH STRUCTURES ONLY. RETAINING WALL R1089A PANEL FINISH DETAIL DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY SHEET OF l I I I l I EARLIER REVISION DATES -• 7 12 TYPE-4A SHOWN FROM BACK FACE ALIGNMENT ,-H \O>-- 1 , 2 1/2" CLR. 454 • ~r ...._...;._._"""" _ _,.~ ........ 11--1--1 FOR REBAR 0) • l(J ['\j • ['\j 454 454 'I-'I-ll) l(J _,_ 454 'I" II U It II II II ; 6 .. TYP.) II 'I- I(] 'I" II ; ._ 1 ~ ... 4-... ---➔---ti.---+-~ ~ II _JL N ~~ ~l1H:~·l ___ 5_~_E_R_T_IC_A~L_R_E_B_A_R _ _,,~l~P-:I ffi @ 4 EQUAL SPACES ~ Q: (TYP) . 0 I") Ot. Item Description 5 Vertical Bar #4 Bar -54" Long ----1 5 Horizontal Bar #4 Bar -54" l.ong i--:8:..__.1,.-__ L_o_,op_E_m_b_ed_s _________ O_._ J ~ 5_",,_¢ __________ _ 2 Lifting Insert I Ton Burke 2 Allan men I Pin J/4 "¢ 12" lonc.1_fi!_gid PVC Nole: Type 5A Similar Wilh 5 Loop Embeds Per Row. 6± • TYPE-4DT SHOWN FROM BACK FACE . l(J - 59 1/4" t OF PANEL I 6± 4 SPACES @ 12" ------1-...-1 ---••- 454 n II II II L-3 s .. I , TYP') 454 --j 454 l{') II II fl II L() lf) + + 454+ n n 2 1/2" CLR FOR REBAR (TYP.) I 11 II 'l· ~-+-L===-~~=-=l=:__-=~=----===:11_-'°'--~ I I lj Cl_ (/) ~ ~ ~ 5 VERTICAL REBAR _.µ;" 3 ~ u.. LtJ @ 4 EQUAL SPACES 8 cj on: <di Qt. Item Description 5 Vertical Bar #4 Bar -45" Long 4 Horizon /al Bar #4 Bar -54" Lang 8 Loop Embeds 0.375" rll 2 Lifting Insert 1 Ton Burke 5 Panel Dowels #4 Bar -42" Long ----'----"--------~'----_J CAL.TIU.MS DCSIOII O~R$1GHT TYPE-4Ai SHOWN FROM BACK FACE ALIGNMENT PIN~ 59 1/4" \ -r-------Ii . (Q -- 454 U II II U 454 I -----....... 0) - l(J ['\j ·-'I l() 'I- 'I· l() 5 "" . II II II 11 ---1---C'l -,-- 1") Cl:) I u 15" 2" PVC > i--6,..i" _____ s_· _V_t_R_r __ ,c_,A_l_. _R_E_B_A~R _____ ~: @ 4 EQUAL SPAC[S Item Description Vertical Bor _______ #4 __ B(Jr __ -· __ 54" long_ (). "' lf) 'l· 5 1-/orizonlal Bar #4 Bar 54" I.any 8 . ___ loop_ t'!}~e~!:i .. _ ~~~---~--()-J7!j" r6 ----.. • 2 I if ting Ins er I I r on Burke ---· -~-----··------· ___ 2 ____ A_Ji2nment Pin ________ ::!./4 "¢ _12" _l.onq Riqid _ PVC I lnsp. Wire Sleeve 2"r6 x 6" Lonq Rigid PVC Nole: Type 5Ai Similar With 5 Loop F.rnbeds Per Row. 6± TYPE-4D2T SHOWN FROM BACK FACE 59 1/4" t OF PANEL I 4 SPACES @ 12" I 6± lf) ") 'I' I· 54 lll "7 454"' '2 1/2" CIR lf) -l I-, FOR REBAR ':.?, (TYP) ' lf) l() II II II II I') "'454 --<----C} 1-0_t.+-____ t_l e.;..m _____ ...,,__, Descrip I ion 5 Vertical Bar #4 Bar -]5" Long J florizonlal Bar #4 Bar -54" 1.ong __ j 8 l.oop Embeds 0.375" ¢ 1----l----------------------J 2 l.if/ing Insert 1 Ton Burke ··--- 5 Panel Dowels #4 Bar -42" Long DESIGN BY J. 5. TILMANT CHEC•ED H. MAGARELLI TYPE-4AT SI/OWN FROM BACK FACE II ' lO ... ------ 'l l() 'I- n II " IL .... 59 1/4" -~-------.j II II U II 6 .i ..... -.. II 454 4.'i4 .... ..... l() l{) II "' 454 'I· 454 n JL 5 VfH I/CAI /?f/JA/? @ 4 FOi/Ai c;pArFS fl.. (/) C) () C) t, J . I ff) u1~ ,t 01. /tern Vt:1 I irul [/w --. --- 5 1/ori.tonlul Bor ----·------------ R _ { ?"!! ~111l1':~ls 2 lifting Insert ---------- lh,sc:rirJ/ion . - - /I:/ /Jor 54" I ,11111 -#4_{_}_'!'_ -.. 5 4 " I (HI(}_ -- 0 J 75" r6 I {on Burke -~--~ __ P_a_n_e_l_D_,_)w_e_l_s_ .... ~. __ §4 Bar -42" Lo:1_~g _ ___, TYPE-482 SHOWN FROM BACK FACE ALIGNMENT 0) °'./ 454 Ot. Item 5 Vertical Bar II 59 1/4" t. or PANEL l ---1--t--T- _ Qescrip tion /14 Bar -24" Long ---- J rlorizon tat Bar #4 Bar -54" Long --4 Loop Ernbeds 0.375" ¢ ----·-------------·---------- 2 Lifting Insert I Ton Burke 2 Alignmen I Pin J/4"¢ 12" Long Ri9.1d PVC Nole: Type 582 Similar Wilh 5 Loop Embeds Per Row. J. 5. TILHANT CHECkEO H. MAGARELLI -/.A TR AN SPORT A TION 1----1-6-, --------~- 0 -lt'"'-_'° ______ .. ___ l.~"'~~2J~CORRIOOR AGFNCIES DETAILS 8¥ GENE FOSTER QUANTITIES ORIGINAL SCALE IN INCIIES FOR REDUCED PLANS I 0 I I I I -----------. --------------- TCA CORRIDOR MANAGER I I I cu 2 3 ~-----------.. ---~ ---------------------------------------------------------EA 12552-102540 nLE ID: RID8QP-1SSSSSSSSSdgn ■pec$$1SSSfSSSSSSSS$1S$1S PLOT OAT~: 6-24-9 ◄syllmcSSSISS PEN f,t.BLE: $$pen loblclS BRIDGE NO. POST MILE •• --. '····--- ' C"1 DIST COUNTY JOUTE POST MILES TOTAL PROJECT SHEET TOTAL NO. SHEETS . f/!1/ -U,///£,..-c~---'l\l.Of[SS/®,; /. . ~ ~ ~EGISTEREO CIVIL ENGINEER ~ ~ f; DAYIDT.5UWl5al ~ ,.... ~ No. 11_813 "' ,. Pl.ANS APPROVAL DATE ti E•p. 12/3~ 1--------.;....,;;_ __ --J. J';: CIVIL ~..,.. MACIAS 1077 Doll Avenue 'f;-( OF C~I. I~~ A JOINT VENTUR£ Compbell, Calilornio 95008 RETAINED EARTH II WALLS Telephone; ( 40B) B6&-5000 TYPE-4ET SHOWN FROM BACK FACE 59 1/4" ---------~------~ 6± ' l(J - tor PANEL I 4 SPACES @ 12" 6± 454 L.L 2 1/2" CLR. FOR REBAR (TYP.) II II II II 454---f---~ "7 <o 'I" II II J 6" TYP.) 454 I<) ") l{) l() 'I-'I" 454 II II ' Cl I") : __ I l-1•11..1,---1---1~1.11."5 ... 4 __ ,.,_ ~ II _ IL -~ -~-1-I ..... P►~-I1-■,~-5_Vi_E_R_~_IC_A_L_R_E_B_A_R,----• +--1 f ... :I :'.! @ 4 EQUAL SPACES 1-L, ..... C) Q:: id QI I/em Description 5 Vertical Bar #4 Bar -SJ" Long 6 Horizontal Bar #4 Bar -54" Long 8 Loop Embeds 0.375" rll ---~---'-----------!------'--..:_----~ 2 lifting Insert 1 Ton Burke 5 Panel Dowels #4 Bar -42" Long AS BUILT ■ No C~III \'~'). Cl Changad u U .laid A9 BulttDate: - \.. QCM RCL!'AS!:: OCT O 3 !39-\ FOR CONSTRUCTIOf( THESE DRAWINGS ARE CERTIFIED WITH RESPECT TO INTERNAL ST ABILITY OF RETAINED EARTH STRUCTURES ONLY. RETAINING WALL R1089A PANEL REBAR DETAIL 1 OF 4 DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET OF I I ~ 12. EARUER REVISION DA TES - ---•--• ____ L_ _ _L__.J....__.J___...l_ _ _L _ _L__::c.._.L...:-=--.J --·--------·-------------------------,-------------------------------.------------------------------,-----------,.--,-----r-----,--=~~---r=~~~:""""'I POST MILES SHEEl TOTAL ' C) If) TYPE-4D4T SHOWN FROM BACK FACE 59 1/4" >--------------·--------- 6± 6:L n I!) 2 1/2" CI.R. FOR REBAR l!) j'.: I() ---(TYP) ~ . ,,,. ·~ . -rr-J 454 ft ~-a:i,., __ l!:==:.:..· ~11=::;::=_=J:;:::.j:::·c__;J=-;::!J!:l :__..=::::=J __ -_ ~ J' 6" a:: Q:: 0 <t: TYP) l: (l'.) ~ ~ 6" 5 VERTICAL REBAR 6" ---------------i- ' C) @ 4 EQUAL SPACES .---~----------.----------------------. 01. I tern De scrip lion 5 Vertical Bar #4 Bar -15" l.ong ---~----1 2 Horizontal Bar #4 Bar -54" Long ---5 Loop Embeds 0.]75" ¢ 2 l.ifting Insert I Ton Burke l--'~-t---------cc----"-~-----1 ------------5 Panel Dowels #4 Bar -42" Lar:_g ---- 2 f/2" CLR. FDR REBAR (TYP.) ' a .... 6± TYPE-4G2LT SHOWN FROM BACK FACE 59 1/4" t. OF PANEi I 4 SPACES @ / 2" 431 .C. 4:54 -454 Cl " " D II II II II CX) II 454 ':;;I IIUIIU 454 J 6" n 1-LIYPJ_:11 lJ ___ 5 VERTICAL REBAR @ 4 EQUAL SPACES 6± - ' OJ Qt. Item Descnpt,on 1 Vertical Bar #4 Bar -J4" Long I Vertical Bar #4 Bar -36" Long - 1 Vertical Bar #4 Bar -JB" Long ---,1--~------c---"~----l 1 Vertical Bar #4 Bar -40" Long 1 Vertical Bar #4 Bar -42" Long t---+------------1-----'~---- I Horizontal Bar #4 Bar -31" Long ------ 4 florizon to/ Bar #4 Bar -54" Long 8 Loop Embeds 0.]75" ¢ 2 Lifting Insert 1 Ton Burke 5 Panel Dowels #4 Bar -42" Lonq CAl TIUNS OUIGN O\11!:lltStGHT SlaaF OAT[ TYPE-4C2T SHOWN FROM BACK FACE 1 /4" i. ---------59 -C 01 /'ANLI. I ti .l 4 Sf> A Ct:'S (!JI 12" h .I ~--•------------------------ IA 454 A 454 II II l 454 (() "' l(J Qt. //en, 5 Vertical Bar #4 Bar -25" l.ong .3 4 2 5 I,oriLon to/ Bar .... _,. __ -------·· ---. #4 [!or 54" lon'l ____ _ /J. 5 /i-," i/J l uop [rni.Jecls ·--------------------·--·---- ____ l ifling _Insert _____ __ ___ ___ _ _ _ I_ ['!11 1]1_1_r~t! Pone!_~o~_e!~---------_ _ __#4 Bur_ -~?" /0119 TYPE-4G2RT SHOWN FROM BACK FAC[ 59 1/4" i-----------'-----------·--- t. OF PANEL I 4 SPACES @ 12" 6± f+--t-______ _::___:__ --· ------6± • l CG ") -.;- "--454 ·•+ C 4J/ ~ 2 1/2" Ci.R. FOR REBAR (TYP.) ' a ~ "' - • Cl -.;- ") ~ "' " " 454 " II II .. , J 6.:i I TYP.) 454 ti fl II II 454 . a --,,-- ~ I() Q V) C) <:) 0 l,1 _, Cl:) -~ V l.1.J --,-----------.-------------------- I/em /Jesc~j/J lion I Vertical Bar #4 Bar -34" Long ------1---"-----~--"----1 1 Vertical Bar #4 Bar -36" Long I Vertical Bar #4 Bar -JB" Long 1 Vertical Bar #4 Bar -40" Long 1--1------------l---"------~--"----- 1 Ve, ticol Bar #4 Bnr -42" l.ong 1 1 lorizon lal __ Bqr ____ , #4 Bar -J/" Long--~~=-- 4 llorizon/al Bar #4 Bar -54" Long ---~-----------+----"--------_,<_ __ 8 Loop Embeds 0.]75" fl) 2 Lifting Insert I Ton Burke f-C'--f-----:::----"---::----:-----1----------------5 Panel Dowels #4 Bar -42" Long ---------------'----"--------_,<_ _ __J . a If) DESIGN BY J S. TILHANT Clt£CK£D H. MAC:JARELLI . - ' Cl 'l : --- " hi --- TYPE-4G1LT -----··---------- SHOWN FROM BACK FACE .'JO 1/4" t. OF l 1ANC/ I -I '-;/ '/\( ·; ·,; /!'Jl I:_," - ti I --- -------- II ft n u 454 - j 6" -~-- ( TYP.) -1---it----111---➔---I- n II " ll.) '/-" 'I I II " n II .'J VI I< I/CAI l<I I JAi< @ '1 l(Jlll\/ :;PAC[S I j C\: 11· C) -<i: :r: rn I l,i ' p, (") '- ~ -----. ' "' 01. lle,11 /!escrrj,1io11 ___ ,_ _____ ..... .......__ --··-------, ______ ...,__-. ............. _,_....._._.., _____ . -- , Vur Ii< ul //,11 #4 Bur 44" I 011!) I Vu, iic..ul /i,11 #4 Derr 46" i"on~ I Ver lieu/ Ow #4 Ror -48" I ong I Ver lic,1/ {iw #4 nur ,5()" f.~119 -- ···., ·-··-· -·-·-··-, Ver li,u/ flw #4 Rnr ."J2 I cmg I 1/w i.c1111 I ul /Jw #4 nu, JI" / 0119 8 2 11,u izor, I, ii I/, 11 ---·--·- / uop F111l,ed:; I ifti119 /11,,er I #4 o:;, :,4 .. i ;,,,; ---O l7.'i'' ,i-- I {011 !Jwke ----------------------------------------~ 5 . <u Panel Dowels #4 Bar -42" Long TYPE-4G3LT -~ ------·------- SHOWN FROM BACK FACE 59 1/4" r----------------!-----:c-:::-:--=-----1 t. OF PANEL I 6J: 4 SPAC/:_"5 @ 12" 6± -·-- "' ,.,, 'I- L II II 454 _ . __ IL __ ------- 454 ( n ____ 11_ -----!--+------' ----- ~1 J 6" j ~ ~ 1 TYP.) 3 ~ 6" ____ 5 VER lJCAL REBAR 6 ij G} @ 4 EQUAi SPACFS JI ern /Jescrip lion ------------------------1------~~--,,..~-~a--j Vtcr ficCJI Our /I./ Bor -24" long I ---------------.--·--· ·------------~ ·-----·-· ~---1 1 Ver/icul /Jor /14 Bar -26" Long _-1-__ -----Vertical B~1c~=--~~--=---#4 Bor -28'' Lo7i9 --- 1 Verlico/ Bar #4 Bar -JO" /_ong -----· ---------------------u I _ _ __ Ver I iur/ EJ«r __ _ ____ /14 _ Bar _ 32 Lon=g __ I l/01izo11lul Bor #4 Bor -JI" Long -3--~~~n~!!~~;~i~1 B[f~~ ~-=:~ -----/14 Bor -54" long 4 I oop [rnbeds O.J75" fl) -----~-:----c-----,----- ----··-----·--________ , 2 LiftinJ Insert I Ton Burke -------- . ·-... ------- 5 __ P,me~[}_CJ_w~ls___ _ _____ _l_~ Bar -42" l.onq BRIDGE NO. J 5. TILHANT CHECKED M. MAC:JARELLI /~ TRANSPORTATION 1------+-•v __________ ·-cu-,c-.,-0----------1•--. ~ r:ORRIDOR AGENCIES DETAILS 8Y GfNE FOSTER TCA-C-ORRIDO--=R-M~A-ccN-ccA-cG=ERCC-POST MILE ---- QUANTITIES I DIST COUNTY /~OUTE TOTAL PROJECT NO, SHEETS II!/. /a/G--½~-_/~~,___,__ __ ~~ <?l'-()fESs1a,, @ :11 'ft; ~ ~ .; DAVID l ~ ~ '"' ~ No. 11,813 ::o I f!,JISTERED CIVIL ENGINEER Pi.ANS_A_P-PROVAL -DA TE ii Ewp. 12/}IF.,6 ,. J'~ CIVIL ~"' 1----t MACIAS 1077 Doll Avenue ",(/'t OF c.._1.1\i¥: • JOIN! VENIUR[ Campbell, Colilomlo 9:;ooa RETAINED EARTH• WALLS Telephone: ( 40&) 866 -5000 TYPE-4ETi SHOWN FROM BACK FACE 59 1/4" f-··--. .--•---·-------------r---.. C OF PANEi. I 6:L 4 SPACES @ 72" 6:i. r-4--t-----, .. , •. , ------------------+---<~ -,-·::·~--r--··-..---- If) 454 I II II II II 454 -•1------------t-~1-t---t-3 6" ") lQ " --4 t-t-·• TYP.) 454 ,(' r, ") lQ lQ " " 454 r, lQ " 2 1/2" CLR. FOR REBAR (TYP.) ~--~-------------~-----------~ QI 5 6 8 2 5 Item Description Vertical Bar #4 Bar -63" Long 1--/arizon to/ Bar #4 Bar -54" Long Loop Embeds 0.375" ¢ Lifting Insert I Ton Burke Panel Dowels #4 Bar -42" Long -----~--~--=----+--=---"----c-----~------1 lnsp. Wire Sleeve 2"¢ x 6" Lonq Rigid PVC 1 AS BUILT ■ NoCharigu . -• • Cl Ctlenged ee !Es 1 a~ Al-Built Date: ?J-:3o -,4 QCl.1 RCl.f'.I .. S':: RETAINING OCT O 3 89% FOR CONST~UCTIO_I'{ THESE DRAWINGS ARE CERTIFIED WITH RESPECT TO INTERNAL STABILITY OF RETAINED EARTH STRUCTURES ONLY. WALL R1089A PANEL REBAR DETAIL 2 OF 4 I I I I I I cu DISREGARD PRINTS BEARING REVISION OATES (PRELIMINARY STAGE ONLY SHEET OF 0 I 2 3 ':-~----,-------------------------------------------------------------------------------------------FILE ID. R1 OBQP-2SSSSSSSS$d'lnopoc$$$SSISSSSSSSSSSSJSS:I Ul<IGINAL SC All IN INClll S FOR REDUCED PLANS EA 12.3-52-102540 EARI.IER REVISION DA TES -+-~--1 I -~l~l~----~1-~~-·--,2~ PLOT DATE, 8-26-94sytlmeSSISII P[N lMlLE, SSpcnlQbleSS , , .... ..1. .. .u..,'sd,/1 Ht' '11¢ It % If - t "'l - - ' ~ 6± ~ st- TYPE-4G6RI SHOWN FROII BACK FACE 59 1/4" f OF PANEL I 4 SPACES @ 12" QJ ~ st-lf) st-454 "I' 6± .., __ _ II II II II II II I II n 6 J [I ( "YP. 454 II 454 n __JL 5 VERTICAL REBAR @ 4 [QUAL SPAC[S 1 6 .. , I I I Qt. Item Description . C) 1 Vertical Bar #4 Bar -J5" Long 1 Vertical Bar #4 Bar -J8" Long 1 Vertical Bar #4 Bor -43" Long 1 Vertical Bar #4 Bar -48" Long 1 Vertical Bar #4 Bar -51" Long 1 1-(orizonlol Bar 'Fear .38" I ong----1 4 Horizonl_o_l _B_a_r ___ ~--~#_4_B __ o __ r __ -= __ 5~_1 ong ___ _ 8 Loop [mbeds 0.J75" ¢ I--'-+-----'-------+------------------2 Lifting Insert 1 Ton Burke 5 Pon~ Dowe~ #4 Bar -42''_L_o_n_g __ _ TYPE-4G8RT SHOWN FRO/./ BACK FACE 59 1/4" ----. ---. --------- t. OF PANEi I 6.± 4 SPACE 5 @ 12" 6.l: 2 1/2" CIR. FOR R[BAR -(TYP) 454 n ' CXJ lJ 6" j TYP) ~6--+" ___ 5_V_E_R_TI_C_A_L_R_E_B_A_R_----i.2" @ 4 EQUAL SPACES 01. Jlem Description 1 Vertical Bar #4 Bar -15" Long 1 Vertical Bar #4 Bar -1B" Long . C) st- I Vertical Bar #4 Bar -2J" {_ong I Vertical Bar ---#4 Bar -27;; To_n_g~-- f----t-------------f-----"-----------"-·- 1 Vertical Bar #4 Bar -J1" Long --~--, 1 Horizon ta/ Bar #4 Bor -14" l.ong t---+------------f-----"----- 2 Horizon ta/ Bar #4 Bar -54" Long -----1--~------=---~--, 4 Loop [mbeds 0375" ¢ - 2 Lifting Insert I Ton Burke i--5-+---P,-a_n_e~l~O-o_w_e_ls----1----#-4 Bar -4 2 ;, -lo __ n_g __ __, C"4..TIIANS DUKiN 0\J[~SIGHT SWlNOF1'OAT[ -- T'(PE-4G7RI SHOWN FROI.I BACK FACE 59 1/4" f-------------'----------t. OF PANEL I 4 SPACE"S @ 12" 61 ------ • ~ II lr) "'l y... ~· l_l_ - n II II ------ II II It ----·- ~ st "-,_ ~ 4!>4 ~ II II II 454 .. - ~IP-·➔·l ___ 5_VE_R_n_cA_L_R_E_B_A_R __ 1J @ 4 [QUA/ SPACES 2 1/2" Cl R FOR REBAR (TYP.) () lO ' ' If) 'l - . () l() Ot. 1/errr [!escnj; lion --+----~~-----4-----· --· ---....,...-----1 I " t. I B /14 B ?5" I ver ,ca or • or ~ ong 1 Vertical Bor #4 Bor --28" I o~g ·---- --f------------1--~-----~-~---I Vertical Bor /14 Bar -J~" I.on __ g -----------------·---~- ' I I 1 J 8 2 5 C) t<) Vertical Bar #4 Bar -37" l any -----------·-,, Verlicoi Bor #4 Bor --41 I ong I /orizon I of Bor #4 Bo,-· 08" I ong -~~- 1/orizon lo/ Bur #4 Rw 43" I ony .. -,, . . - I lorizon lo/ Bur #4 Bw 54 I or1y --------•-··----------•-------·---·--. --------•--~--. . -· --- Loop Ernbeds O.J75" r., ------------------~ ·---- I I 011 Burke I.if ling /n:;er I -·---=---=----------Panel Dowels #4 Bor -42" long 1 I 1 I ' CXJ -~ TYPE-4G4LT SHOWN FROM BACK FACE 59 1/4" ---------,----------1 t OF PANEL 6L 1/ern Vertical Bar Verticol Bar Ver/icol Bar I 4 SPACES @ I 2" 6 I II II la CXJ l() " 454 ;_ ;: ;: st- ------------- . _Descriplion ..... #4 Bor -14" Long ---/14B;r -16" Lon9 ·---#4 Bur -18" /_un9 -------------------Ver /icul Bor ,fi4 Bur -20" Long-• _-I_--___ V_e_r_t,_col Bor -= /14 Bar_ -_22" I o;:;9-- J l·/or,zon to/ Bar #4 Bar -54" I orHJ 1---t------------f---~---------~ ----4 Loop Ernbeds O.J75" ¢ -----·------------------ 2 Lifting Insert I Ton Burke ----,1-----~------,1--------~--------5 Pone/ Dowels /14 Bar -42" Long J. 5 TILHANT DESIGN BY Cll[CKEO H HA6ARELLI 1-----1-------------1--------------- J. 5 TILHANT DETAILS OY CIICCK[Q H. HA6ARELLI -----~-----------+--------------------------- QUANTITIES OY Clf£Ct(£0 ORIGINAL SCALE IN INCHES FOR R[[,UCED PLANS I I I I I ' u <o TYPE-4H1RT -------------------- Sf/OWN FROM BACK FACE 59 1/4" .. --· ........ --. ·--·-... ------···--► (; OF /JANEi I <J SI' A CL ._,. (fJI I 2 " ti_/. ►-► ~' t l'I f----•"'s, -= c;r:=.:;.:::-~--...-~ :.a.--'"~-1 454 -~'I --f-: 1-->- 0-. ---- "· 418 454 2 1/2" Ci_R. --, >--FOR R[BAR (rYP) ' ' '-I If) 'I- 11 II II II II U II II kl --j Vt/-< I f(,'AI l<l:~B_AR .. @ 4 FO/JA/ Sf'ACfS .1J /I er 11 /)c::scr ip I tun /14 R(lr ~4" !.<.!'"l .. Vt1r Ii, ul [/w --. -#·' n,,, .'!6" {''"lJ __ Vc::r lieu/ /',w #4 Rm ."i9" I 0119 . - Vc::rlicul Our #4 nor fin" i ;,119 Vc::r I icul Ror #4 fJ(;, 62" i ony ' C) "- --.... ... -----•-· -----------·-·-., --------·---- I 6 8 2 5 .. QI. , 1/orizon la/ Bur --~/1_4_ Bar -18 Lo~1_(_(} ___ _ I/orizon /of Bur #4 Bar -54" Long ----------------· ·- Loop Ernbeds 0. J 75" ¢ ----------------. -------------· --- Uflin9 lnser I 1 Ton Burke .. ----·--·-··--------------------------- Panel Dowels #4 Bar -42" long ------------------- 0. lf) C) Ci C) 111 - I ll) . :::; """, .. TYPE-4G4RT -··-. --------- St/OWN FROM BACK FACE 59 1/<J" >--------· -----------------------► t. Of eANU I 6J. 4 SPAC/:_'S @ 12" 6:L t---t-•--·------------------------- II II -- II ,, "" . - 454 454 C) "' ~ ~ 454 II IL --.. -I -------- 2 1/2" Ci_R. FOR REBAR (TYP.) ' <.:, ' ~ ----------------·!-----~ --t--j /lern -. .. . .... Ver tic of Bor rt rt C) <( l:: ll) l I ii 6 fl'. <J __ _ ... Des crip I ion _ --------------------. _ __ ___ #4 __ Bar -14" I orig ~--, , 1 I , J 4 2 Vertical 8or Verticul Bor Verlicol Bar ---------------------- Vertical Bar ---------. ------- 1/orizontol Bm -------------- 1.oop Ernbeds --------- - Lifting Insert -----·--·--------··- 5 Panel Dowels -·------------------------------ _/~ TRANSPORTATION '~CORRIDOR AGENCIES #4 Bur -16" lon9 #4 Bm -· 18" I ony #4 Bo~_ _ 2Q"l o~g -== __ #4 _ Bar __ -22" i_ong #4 8(n _--54 "_l.ong __ _ 0..375" 0 --. ---------------------------- I Ton Burke Ct:Nt: f OS l[R --------·-·------TCA CORRIDOR MANACER ,• BRIDGE NO. -~--------- POST MILE ~-·---·-- , POST MILES SHEET TOTAL lll:::.l COUNTY OUTE TOTAL PROJECT NO. SHEETS ------!-----f--/-----1----------t--'--"-'---!==~• ----• 12/31~ >t PLANS APPROVAL DA TE , E•p. J';: CIVIL iii-~ ~-I MACIAS 1071 Dell Avenue -_,I'( ~0:--F-C-~,-;~ \\\\~ A JOINT .t:NTURC Compbell, Colilornio 95008 R[TAIN[D [ARTH • WALLS Telephooe: ( 4081 866-5000 JYPE-4H2RT SHOWN FROM BACK FACE 59 1/4" t----------~---------t. OF PANEL t--.j ~ Q 6± ~~ -~~-----~------- l let 6 Cl::: I 4 SPACES @ 12" 6± 'd ---== -t ---- --- 408 454 2 1/2" CLR. FOR R[BAR (TYP.) . 'j fl II If 11 -J---+---~------------- n II II II II 6 .. J ( ryp.) II II II II 454 454 454 0454 II_ _IL __ . C) . C) I") - • C) co --~ '--------+-------~ --+----~ QI , 1 1 I 5 VER TICA/. REBAR @ 4 EQUAL SPACES Jlem Description Vertical Bar #4 Bar -64" Long Vertical Bar #4 Bar -66" Long Vertical Bar #4 Bar -69" Long Verlical Bar #4 Bar -70" Lang --------------, Vertical Bar #4 Bar -72" Long -l--~--- 1 llorizonlol Bar #4 Bar -08" Long 1----+--- 7 I-/orizonlal Bar #4 Bar -54" Long ----1-----------1-----"-----~---=---i 12 Loop Embeds O 375" iZl --11-- 2 Lifting Insert 1 Ton Burke -~ --~-~~--:-----f--------;-~------1 Panel Dowels #4 Bar -42" Long 5 \ OCT O 3199\ FOR CONSTRUCTION RETAINING THESE DRAWINGS ARE CERTIFIED WITH RESPECT TO INTERNAL STABILITY OF RETAINED EARTH STRUCTURES ONLY. WALL R1089A PANEL REBAR DETAIL 3 OF 4 I I I I I I I cu DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONll SHEET OF __ 0 ______ 1 _____ 2 _____ _-i_ _______ E_~A ___ 1_2_:s_,s __ 2_-_-_H_J2~5_4_O ________ , __ EA_R_1_.1E_R_R_E_v1_s_1o_N_o_A_TE_s __ -_-_-<_~_..__ : •--~-~-I ---~-~--~l-~_\_O_~l~2.~ flLE ID. Rl D89P-3$$$$$$$$$d<,nopec$$$$$$1$1$$1$$$1$$_$_1_$ ________________________________________________ -- PLOT DATE: 8-26-94syllme$S$S$$ PEN TABLE: f.Spcnlobleit --------------------------------------------------"'-··•-------------------------------------------~-------------------,.-----------,.---... PO~ r MILES SHEET TOTAL EXAMPLE: TYPE 3YAL 3.28 NOTES 1. All Panel Reinforcing Slee/ To FJe /14 [Jars Grade 60, Unless Otherwise Noted. 2. All Dimensions :)hown Are To Front !~ace Of Panel, Unless Otherwise Noted. 3. Reinforcement For Partial Panels To Be Proportional To F u/1 Panels. 4. All Reinforcing Bars Are To Be 1 1/2" Minirnum Cleor To The Sides Of The (.Jone/. 5. I eft And Right Cul Panels Are So Named By The Side of The Panel To Have The Vertical Cut As Viewed Front Face. 6. Spaces Between Reinforcing Bors May Vary J" ± To Avoid Loop Embeds Or Maintain Proper Clearances. 7. All Panels Are To Be Properly Marked On The Bock Face As Shown. 8. 9. 10. Proper Care Sholl Be Taken During The Pouring Of Concrete, To Clear All Looped Ends Of The Loop Embeds Of Any Excess Concrete. Equally Space The Two 1 Ton Burke Lifting Inserts To Balance Cut Panels. Reinforcement Labels Indicate Bar Size And Length. [x: 454 Designales A #4 Bar 54 Inches L.ong. RIGHT AND LEFT END CUT PANELS SHOWN FROM BACK FACE ALIGNM~NT ' z - 0) LI) .3.28' ---- ,+i lQ i====" 0 11=q11+. ===r --7 4cJ6 I -• (\J -436 II II II • - • 6" (\J -I TYP.) -4]6 ' CJ I") • 0-j -'I' ~ ~ ,r, "' ,r, "' 4]6 "' "' ;: II II II ·0---l~,-+ 0-j --~ ,+i(Q -I 4 436 n to' I I I I I I I I L!_ II 'f----i==---====---===----=::i__ ,::::c ·-__J N Ci: Q:: CJ <( :i:: en t~ (:;;II Q (/J g El . .J 01 ~a NOTE; For Type "1_" Po11els, Right Side Of Panel Blocked Out As Viewed From Bock Face. Needed Panels Are As Follows: 2YAL 1.52 2YA TL 1.52 Partial Width Panels Are Desi9nated With An "L" Or "R" Subscript: Indicating Which End Is Blocked Out As Viewed Fram The Front Face. The Number Below The Panel Mork Indicates The Width Of Panel In Feel. Panel Heights Are Equal To Standard Panel Rebar Is Proportional To Full Width Standard Panels. The Number Preceding The Panel Mark lndiccJ tes The Number Of Clevis Loop Embeds Required Per Row. Heigh ts. TYPE-4M1 SHOWN FROM BACK FACE ALIGNMENT PIN Ml IRE MITRE ' 'I· "-' 2 1/2" CLH. FOR REBAR (TYP.) -C\j h ll) 454 II C\j ' lo 01. llern Vescripticm ----·------ 5 Vertical Bur /14 Bar -24" 1.ang ---I-------------- J 1/orizantal Bar #4 Bar -54" Long 4 Loop Embeds OJ75" 0 2 I iflir1r; Insert I Ton BLlll<e -----------------------------------1 _?.__ ----~lignl'l'ie(!_I Piri _ .. J/4"¢ 12" I on.2._Bigid PVC TYPE-4M2 --------~ ---- SHOWN FROM BACK FACE ~u 1/4" -------------·---------------·- 6± 'or PANEi. I 4 SPACE.S @ 12" 6..1. )-. ~-o.:i 2 1/2" C/.R FOR REBAR (TYP.) ") ' 'I- II) II II I ' <o ") -• ~- J fj" ( TYP.) 454 . C) -11111111 C, 454 -. n n --LOY. -II .. --· -----=-~'~I =--==1 El )Ct kl-:, V!::!?_!_IC'A~f [!_AH ~j n_ vi C) () C) l,i -1 rn @ 4 EQUAL SPACES ::e 'd 1-LJ ~~-------------~------------~ l/e1n .... _ . · I · . .. . Description () I. 1 -- I -·---------- I 1 Vertical Bar #4 Bor -34" Long __ , ______ _ Ver lical flur • . #4 Bur J6" I ong -··-------------------------~--, #4 Bar -38" Long ----~-.... Vertical Bar #4 Bar -40" Long Vertical Bar I --- 1 4 Vertical Bar #4 Bar --42" I ong ----------------· --'~------~~--1 1/orizonlal Bar .. _________ #4 Bar -JI" Long -~~--1 #4 Bar -54" I ong 1-lorizontol BcJr 8 /_oop Ernbeds 0.375" Ill ----··· ---··---- 2 --- 5 Lifting Insert 1 Ton Burke --------------------------< ~_. __ P_a_n_e_l _D_o_w_el_s __ .. ____ . ·---#4 Bar --42" l.o_n~g~--- . () I() ' C, I'.. ' lf) ' C\j - ' ('I ,._ ' '" - ' 0-j - ' 0-j DIST COUNTY ROUTE TOTAL PROJECT NO. SHEETS - - - - ~ .1/!-L_~~- REGIS EREO CIVIL E'NGINEER PLANS APPROVAL DATE ._ Exp. 12/3~ .. J'1 CIVIL ~..._.,.. U ACI AS 1077 Dell Avenue ,,., or C~\. \\~ A JOINT VENTUA£ Campbell, Colilornio 95008 RETAINED EARTH. WALLS Telephone: (◄OS) B6S-!i000 TYPE-4M3 SHOWN FROM BACK FAG£ 59 1/4" tOF PANEL I 6± 4 SPACES @ 12" 6± ----- ~-I \. I/ 454 MITRE EDGE • - II II ") ") I<') lQ IO IO ~ ~ ~ II II II II 3' 6" TYP.) 454 ") IO ~ 454 II II 454 ' 454 t<) IO "' 2 1/2" CLR. FOR REBAR (TYP.) ' CJ I") - n 454 n II __ ll ~ II) 'f-,._ :-L±:---..--.-____.-.... _,___ __ Qt. 5 6 8 2 5 ---· 6j ~ (/J C} a -J en V a t--,j Ci: Q:: ~ C) <t: :i:: f8 6" 5 VERT/CAL REBAR IC)'-Q:: -------~---~ @ 4 EQUAL SPACES ~ . c:i±:::::J _, ,.1 13/16" Item Description Verlicol Bar #4 Bar -63" Long Horizontal Bar #4 Bar -54" Long Loop Embeds 0.375" 0 Lifting Insert 1 Tan Burke Panel Dowels #4 Bar -42" Long . '\ V OCT O 3195' FOR CONSTRUCTIOr( THESE DRAWINGS ARE CERTIFIED WITH RESPECT TO INTERNAL ST ABILITY OF RETAINED EARTH STRUCTURES ONLY. DESIGN BY J s TILMANT CH£CkED M. MAGARELLI BRIDGE NO. RETAINING WALL R1089A stCNaTDAlC DETAILS .,---J-$-TI-LM-A-NT----jf-Cl-l(Cl<-ED--M-. M_AG_A_R-EL_L_I -I /A TRANSPORTATION o-----+-.,----------· ---c:,.,;,;;;c•~ro;----------J,....,,Cte.£:ii~~CORRIDOR AGENCIES QUANTITIES ORIGINAL SCALE IN INCMES FOR RcDUCED PLANS I I I I I I I '---------------------------------------------· -·---·-----------. --· -........ .,_ ------· D 2 .l . FILE ID: R1089P-'4SS$$$S$$$dgnapecS$IISISSISSSSSSSStSSS PLOT DATE: 8-26-94ayllmeSSSSSS PEN fABLL SlpenlableSS c;fNE F05 TfR --·--------~-----TCA CORRIDOR MANAGE'R POST MILE PANEL REBAR DETAIL 4 OF 4 cu EA 12.,:~2-102540 I I ii 12 -----•-------------'---'----L--L--'---'--J---'--..L--.L--L...:::'----'-='----' DISREGARD PRINTS BEARING EARUER REVISION DA TES -►• REVISION DATES (PRELIMINARY STAGE ONLY SHEET OF j j j I j j j 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 I l I I I .I I I I I I I J j j j j I j I I I I I . J } 1 i ~; i,111l ©B I ~(ID(I)@@ •fJJj ;iliiil i .. ®(l)<ia "' @~~©®@ l· ~~ Iii Iii j~ I I ~l ,.0 ~ i N .. ., ~ lillil I I I I ~~ 0 .. " ., - J J JJ J . j t j " I g l I 11 !! ~ I j j RETAINING WALL #R1089A RETAINING WALL - (@R33209 #R1087A ~ 160 150 140 R33210(@ S9 FORD ROAD // I§ - ---+------~---+60____ ----+-~+-!_ -_Ji ---6\-----1' . GROUND SURFACE ALONG RETAINING WALL R1089A ELEV. 159.9 1 I I I I BEDROCK (TOPANGA FORMATION): Thinly interbedded dork yellow-brown CLAYEY SILTSTONE and dork yellow-orange fine SILTY SANDSTONE Dork yellow-brown thinly bedded CLAYEY SILTSTONE --,,--r--ra..r---... water in fractured bed ____________________ _ ... dark gray beds and minor orange oxidation ataining ... color change ta dark gray 14 14 > 1.4 110 ---------------------,,..,.,.,...,.-r.-or,,.,...--.-li1111~u.:=.:=wu11 --Thinly interbedded medium blue-gray SANDY SILTSTONE 0 > Ver; thinly interbedded gray-brown CLAYEY 6J ----- PLAN SCALE : 1" = 30' l.loderote yellow-brown fine SILTY SANDSTONE and dark gray CLAYEY SILTSTONE Brown-black SANDY SILTSTONE with minor CLAY ... color change to dark gray ... water in fractures Medium gray fine SILTY SANDSTONE Dark gray SILTY CLAYSTONE 6-1 -----\- -- - ' ROUTE 12 ORA 73 REGISTERE PROFESSIONAL ENGINEER No.c 0,7197 12-Jl-9. PLANS APPROVAL DATE M & T AGRA, Inc. Geotechnico/ and Environmt1nto/ St1rv1'ct1.s 1290 North floncocl< Stret1t Anoht1im, Co NOTES: 1.) ELEVATION AND LOCATION BASED ON SURVEY BY GREINER ck ASSOCIATES 2.) BORINGS LOGGED BY GARY BUTLER, STAFF GEOLOGIST 3.) NSR -NO SAMPLE RECOVERY 4.) BENCHMARK: I.ISL ELEV. 200.173, TOP OF CONCRETE POST, 0.2 MILE NORTHEAST ALONG THE BOHITA CANYON ROAD FROM THE INTERSECTION OF' COYOTE CANYON ROAD, 75 FEET SOUTHEAST OF' THE CENTERUME OF' BONJTA CANYON ROAD. r-. !AS BUILT I • NoChangea Q Chenged M 117Tlllllld Al Built Date: ' i ! \.' ; ', • L •' ,; ' , , 4· ' . ,. ' ., '., -5 ii: ELEVATION 170 160 150 140 130 120 11 0 100 14 SILTSTONE and medium blue-gray fine 140 0 > 1.4 SILTY SANDSTONE ·----=---------1-29-94 ___________________ PROFILE . --Dark blue-gray and dark gray SANDY ----------~~-SILTSTONE 100 90 ---------------------~14n<n,.,.,.,>,..,,.,r.1.~ 1-28-94 S1A170N/NG (fFORORCl40) .58 DRAWN BY J.B. DEPOORTER 60 G. BUTLER -=CAL""Tlli"'""1'<:;;-S -;;:DESIG=IN"-"MRSIGHT==,-------;llA:-;:;:rt;;:---J-----+-----------1 FlELO l~TOR CHECKED BY D. DAHNCKE JANUARY 29, 1994 DATE 6! 52 ~ TRANSPOIITA TION '> CORRIXJR A(JENCES ORIGINAL SCALE IN INCHES FOR REDUCED PLANS o 1 2 3 GENE FOSTER TCA CORRIDOR IWolAGER cu EA 5J HORIZONTAL SCALE : 1" = 30' VERTICAL SCALE : 1" = 19' OCT O 3 m4 90 fOR CONSTRUCTlOti JOB No. 192-236 PLATE ill • NEW FORD ROAD -RETAINING WALL R1089A POST IAILE LOG OF TEST BORINGS DISREGARD PRINTS BEARING REVI ION DATES EARLIER REVISION DATES ----1.2. 12