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Home My WebLink AboutR_6007_SNO TE. 11/i /Js-Bwlt) corrections are done 11• ITl,LICS with RED INK PROFILE GRADE No Scale 314'-0" Total Bridge Length Measured Along Si.. Ramp FR-3 00 ~1-----___:8~8:!:!._'-~0~"----t-----------~15~8~'--~0_" _______ -t-____ 6_8_'-_0_"_--iw ' I Datum Elev 130.00 .383+00 55" MWD\ ~ .. ' 'r r -n' l,J l,J DI 311 I 7 ••• -" (AS-8&/LT) 384•00 ELEVATION Scale: 1" • 30' .385•00 I PSS 62•80.88 ~ Ford Road/Bonito .386•00 Canyon Dr BC•376•44. 79 EC•65•21.45 Deck Drain Type D-2 Modified 65•.3.3.5.3 Ford Road 384•52.02 $. Ramp FR-3 , ' ' I I I ' ' ' ' ' I , I 1.3° 3 7'25, II Ske BB Sta 382•81.20 Elev. 196.20 I I I I I I 3 I I I I I ' I I I I ' I ' ' I ,-' , '' , , I I f I ' ' I ' I Deck, Drai,r, Type D-2 ,'Modrfied I I , , I I amp/FR-.3 I I I I I I , ____ ,. __ _ ----,---- ' ' , EC•.38.3+21.59 I , I ' , ' , , I of Fill ' ' ' 4 I I I I ~:::::::~::::::::::::::;,t===;~========================= I I , , 55" MWD---7 ,' BC•66•26.48 DESIGN •• CHECICIEO R I SB Rte 73 o 27° 48'00" ~ Skew Bent ~ CTyp> (") N 69° 24'2.3" W -------r 1Y-, , ?: I ,' I ( ' ' , Toe o ill ' ,' f- Trpil N 69° 24'23" W ,' , I I ==================------=====~-----------------~' PLAN Scale: 1" • 30' Sta 385•86.46 eg,n Transition Deck Drain Type Double D-2 Modified 26° 28'00" Skew -...,_ , 'Top of Fill \, ·-.... ... _ EB Sta 385•95.20 Elev 195.16 MATHUR LOAD FACTOA LIVE LOADING• HS20·◄◄ ANO ALTERNATIVE 1' -9" NOTES: (D Paint "Ford Rd./Bonita Canyon Dr. Under crossing CK)" (2) Point "BRIDGE No. 55-760 K" cr> © CS) Metal Beam Guard Roiling. See "ROADWAY PLANS" Slope Paving See "SLOPE PAVING-FULL SLOPE" Sheet Structure Approach Slob Minimum Horizontal Clearance. Concrete Barrier See "ROADWAY PLANS" DIST COUNTY 12 Ora PLANS APPROVAL ROUTE 73 DATE POST MILES TOTAL PROJECT PARSDNS DE I.EUW1 INC. SHEET TOT"'l NO, SHEETS S 3700 6/30 0R~U~CT::-UR~ (p) (J) @ ® ® ® @ Soffit Lighting, For Details See "ELECTRICAL PLANS" Conduit For Roadway Lighting, See "ELECTRICAL PLANS" Luminoires, See "ELECTRICAL PLANS" Two Venture. Su t te 550 or c~ Irvine. Catlfor-nto 92718 Install Conduit For Soffit Lighting, See "ELECTRICAL PLANS" Pull Box for Soffit Lighting, See "ELECTRICAL PLANS" 0 Point of Minimum Vertical Clearance. For General Notes, See "DECK CONTOURS" Sht For Pile Dato, See "FOUNDATION PLAN" Sht Standard Plan Sheet No. For Quantities, See "FOUNDATION PLAN" Sht for O.ck Drain Layout, See "Girder Layout" Sht i Ramp FR-3 ' ' Varies 1 SB Rte 73 i Rte 73 ' .39'-6" I . 8'-0"8i 24'-0" & Varies 4' -0" 1' -9" 44'-0" Profile Grade Varies Profile Grade & Axis of Rotation Concrete Barrier Type 25 <Modified) <Typ> See Ford Rd./Bonita Canyon Dr. UC CR/L) ' .. Vories i )? ~ -------------------""--L-•---t ' - -- -- ------- - ---J -v- [ . '1-, --il I I I r'-- - - --~-=i--J I I ,.. __ ..., _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ------, ,-------, _,..--------·" ---------· ,-------•-°),•-••-•,I I I I I I I 7'◄"x10" Beveled Recess \\ It It II II II \\ II 11 11 II ,,, \\ L _. '-•••••-•• '--------1 L----.. --.1,, ~-------1 -----------------------'--~------~----------------- Cast-In-Place Prestressed Cone. ~-~,--.... ~---J~,--~ Box Girder ___ _,_ __ _._ _________ __, _ _;,__ ____ --::7-r&~;:--- r-- - - -~------~ - - - - --, •-----~------~------, I I I I I I I I I I I 1 Lr-Tl--rr-,,--n--,T-,.,--,-1 L r-T,--"-,r-n--iT -,,--,-1 I II II II II II II I I II If 11 II !I II I ,~>,A),A),A>,A>,~>(,, ,A),A),A),A),A),A)(~~ TYPICAL CROSS SECTION Seale: 1" • 10' INDEX TO BRIDGE PLANS APPLICABLE STANDARD PLANS DATED JULY 1992 1 General Plan 2 .3 Deck Contours Abbreviations Symbols Foundation Plan 4 Abutment Layout Sta 386•62.53 End Transition A10A A108 A62-C 80-1 80-3 80-5 80-13 87-6 87-1 87-10 88-5 811-5.3 814-5 D99-8 Excavation end Backfill Bridge -Limits of Payment Bridge Details Bridge De tails 5 Abutment Details - 1 6 Abutment Details - 2 Ret. Woll Sc Soundwoll See "Roadway Plan" Bridge Bridge De toils Details Deck Dra~s -Type D-1 and D-2 Box Girder Details Utility Opening Box Girder I Cast-In-Place Prestressed Girder Details '-Concrete Barrier Type 25 Water Supply Line (Details) -Soffit Access Edge Drain Outlet and Vent Details CURVE DATA i Ford Rd/Bonita Canyon Dr $. RAMP FR-3 (D R•2405.91' ~-05° 4.3'45" - T•120.39' L•240.58' R•180.00' ~-215° 26'00" L•676.80' Opening 7 Abutment Details .3 8 Abutment Details - 4 9 Bent Details - 1 10 Bent Details - 2 11 Typical Section 12 Girder Layout 1.3 Girder Reinforcement 14 Miscellaneous Details 15 Deck Drain Type D-2 Modified 16 Structure Approach .. Slab 17 Structure Approach Drainage Detail 18 Pile Details -Closs 100 8i lOOC 19 Slope Paving -Full Slope 20 Joint Seal Assembly (Maximum 21 Log of Test Borings -No.1 Movement Rating•4") {' . 22 Log of Test Borings -No.2 l::A#;. 7ku u, A ISLAM DESIGN ~ •• CHICKm DETAILS R GONZALEZ E R MATHUR LAYOUT CJLT-'Yii/4< CHl!CKl!O ANO PERMIT DESIGN LOAO .. A ISLAM CHECl<ED R MATHUR .. ~m- ~ TRANSPORTATION _.....,.._ CORRIDOR AGENCIES GENE FOSTER TCA CORRIDOR MANAGER BRIDGE NO. 55-760K POST MILE 22.50 FORD RD/BONITA CANYON DR UC GENERAL PLAN •• R MATHUR SPECIFICATIIJIS M MOHSENI QUANTITIES A ISLAM 11000, °"'" FILE ID· /usr3/is3/sJhl331/drowlngs/r3313bgp sht PLOT DATE 0B·MAR-1995 10-19 PEN TABLE 233 pen C-D A ISLAM ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 I 2 3 cu 12332 EA 102540 OISREOARO PRINTS BEARING EARLIER REVISION OATES-• REVISION OATES CPRELIMINARY STAGE ONLY> 4 3/8/95 SHEET OF 1 22 • SICIN O,I' Abut 1 Bent 2 Structural Concrete, Bridge Structural Concrete, Bridge Footing Structural Concrete, Bridge (f'c•4000 Psi 11:l 28 Days) Structural Concrete, Bridge (f'c•4500 Psi lO 28 Days> Structural Concrete, Approach Slob CONCRETE STRENGTH & TYPE LIMITS No Scale -------------r------------~--------------,-------------~------------ I I 1 I I I I + 101/.~ - - - - - - - - - --:--- - - - - - -- - - --:--- -- -- - - - - - --:--- - - - -- -- -- -~ -- - -- - - -- - -- I I I I +at. r------ -------:------------:--------------:-------------~------------ +61/. ~ - - - - - - - - - - - --~ - - - - - - - - I I I ___ , _____________ J-------------1------------ 1 I I t I I I +41/.►-------------►-------------1-----------~-------------,------------ : : : : •21. Rt ES' + 21/. r - - - - - - - - ----- r - - - - - - - - - - - --,-- - - - - - - - - - - --, ' ' : FR-3 & : Axis Rotation : ' Q r------------,-------------T------------,------------~------------ 1 I R I. 180' Lt I - • I • I I ::_:,:.::..;;..;~lf--;t--r'•u~~~------21/. ~-------------,--------------,--------------(0 & t S I -41/. ~---------- ---~---- -------__ ; __ CX) ----------:--~----------~-- ---------- 1 I I I N I -61. ,.. - - - -- - ----00--,-- - - - - - - - - - --J--~-- - - - - - - - --, - -... - - - - - - - - --,-- - - - - - - - - - - I 1,()1 1..-I I I • I I N I I ·81.r-------------r-----------,--♦----------,-------------,------------1 ,...... I I I -10 x:----------• --:--------------:--------------:-------------~ ------------ I I I I -------------L-------------1--------------'-------------J------------382 .383 384 385 386 Bent .3 SUPERELEV ATION DIAGRAM No Scale Ct_ Ford Rood/Bonita Canyon Dr Approach Slob Cos t-ln-Drilled-Hole Concrete Pile ! .. J90 191 ~ rEdge of Deck I rApproach Slob / 194 l RomP- 84 196 I • I • i ti A • Ill I I / ; • ~/ 197 I 197 Qj/ ..... I of Deck_/ .... / . 'v I Edge 1;1 .... / f· Qj I ~ . ~ I I I 1083 1084 FR-3 DECK CONTOURS Scale: 1"•30' 196 .' I ,.,_1 .... 1 ~-Qj, ~ I $. N 1085 •• a._ -O'J I l"l o./ <$/ .,,,. .' .._, .::, ' ~/ 4 SB Rte 73 • I 59• 24'23" W 1086 Notes: Deck Contours Intervals are 0.2' a Indicates Even Foot Contours x Indicates 10' Intervals Along i Ramp FR-3 Deck Contours Do not Include Comber • • CHECKED OESION ' A ISLAM R MATHUR • CH!CKlO ~ TRANSPORTATION ._o_E_rA_1L_s_4--' _R_G_O_N_Z_AL_E_Z_E_-+=:::---R_M_AT_H_U_R __ 1 ~-......,.,---CORRIDOR AGENCIES .' CMl:CKEO QUANTITIES A ISLAM R MATHUR ORIOINAL SCALE IN INCHES FOR AEOUCEO PLANS 0 I 2 3 FILE ID• /u■r J/19J/ &Jh/ 331/draw,nga/r 3313con aht PLOT DATE• D5-NOV-1994 22•30 PEN TABLE• 233 pen DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Oro 73 . ,, , ... ;u, ,..:,untiH uctton RESTERED CIVIL EN0INEER AMIN ISL ' I • c,I .... !DI . .... , ' :, I ~i . ~ . ' • Camber Line <Typ) ~ -0 0 0 0 0 0 -. 0 0 0 If◄ ½ r◄ ' NI -· Cl 4)' m1 ' ~I • Parobofic Between Points Shown ~°'~ :;~'1'E"'--- -.- N . 0 '/4 ½ l/') -. 0 r◄ ' I n' I -· Cl 4)' m1 . <.,\Ii NOTE: PLANS APPROVAL DATE PARSONS DE LIIUW1 INc. Two Venture. Suite 550 Irvine, Caltfornta 92718 ---0 0 0 0 0 0 0 0 0 i;◄ ½ ¾ ' 011 ... , m I ' ~I -· :, I ~i ' <.,\I I Camber Does Not Include Allowance For Folsework Settlement CAMBER DIAGRAM No Scale GENERAL NOTES LOAD FACTOR DESIGN DESIGN: DEAD LOAD: LIVE LOAD: SEISMIC DESIGN: REINFORCED CONCRETE: PRESTRESSEO CONCRETE: Bridge Design Specifications (1983 AASHTO With Interims And Revisions By Caltrons) Includes 35 psf For Future Wearing Surfoce. HS20-44 And Alternative And Permit Design Load Peok Rock Acceleration • .509 Depth of Alluvium • 10 to 80 Feet 8i TCA Seismic Design Criteria fy • 60,000 psi f'c • 3250 psi Unless Noted Otherwise n • 9 Transverse Deck Slobs (Working Stress Design) fs • 20,000 psi fc • 1200 psi n • 10 See "Prestressing Notes" on "Girder Layout" Sheet AS BUILT ) .,_ j ' . 46468 p,6/30/9 ,. CIVIL or Cl-\.\ BRIDGE NO . 55-760K FORD RD/BONITA CANYON DR UC GENE FOSTER TCA CORRIDOR MANAGER cu 12332 EA 102540 POST HILE 22.50 OISREOARO PRINTS BEARING EARLIER REVISION OATES - DECK CONTOURS IHINARY STAGE ONLY> SHEET OF 2 22. BC•376•44.79 WWLOL 14° 04'28.8" Skew PCC 62•80.88 I I DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Ora 73 GINEER PLANS APPROVAL DATE PARSONS DE 1.EUW, INC. Two Venture. Suite 550 Irvine. Col lfornlo 92718 PILE DATA CLASS 100C PILES 0fESS/ ANDI MULi S 3700 '° 6/30 UCTU or c~ Location Design Loading C Service Load> Specified Tip Elev. Probable Tip Elev. Oversize Predrilling Bottom of Hole Elev. Abut 1 Abut 4 100 Tons 125 120 165 100 Tons 112 107 165 PILE DAT A-CIDH CONCRETE PIL[S Design Loading Location Bent 2 Diameter C Service Load) Cut-off Elev. Specified Tip Elev. 120" 120" 1405 Tons 1405 Tons ESTIMATED QUANTITIES 164.5 164.5 94 94 ASBUILT • No Cit .... OehanQtd11M111ttd Aa-lh1ltt De~l www..as.a.:- ____ Joint Seal Assembly CMR•3"> ----86 LF 86 LF __, .. --;.:::~-· 12" Neoprene Strip -------~·---:,..--------------120" Dia. CIOH Shaft 141 LF NOTES: ,,,--0 Denotes Elevation at Bottom of Footing at Abutment For Limits of Structure Excavation Sc Backfill, See "Miscellaneous De toils" Sheet. .. ~ '-~ Indicates Driven Concrete Piles. Q Indicates 120" Dia. CIDH Piles PLAN Scale: 1"•20' CURVE DATA (t_ Ford Rd/Bonito. Canyon Dr (D R•2405.91' t.-os· 43'45" T•120.39' L•240.58' .' •" Cl£CKED RAMP FR-.3 ' . 2 R•180.00' • 6•215· 26'00" L•676.80' 2. PH0TO0RAMMETRY AS OF• CRAWN A ISLAM DESIGN • A ISLAM R MATHUR IY ., ., R GONZALEZ E O<EtKIII R MATHUR ~ TRANSPORTATION l-s_u_Rv_E_Y_Eo_1--G::.:R:..:.E:.:.IN:..:.E=.:R_:•:._I_N..:.C,;_. ---J.-TR_A_cE_o_-1-_R_G_O_N_Z_A_L_E_Z_E--11-D-ET_A_IL_s_+--------t-:c:::ic=c,c=m-------1 ~-----CORRIDOR AGENCIES OENE FOSTER FIELD Cl£CICED IY GREINER, INC. CHECKED ., A ISLAM QUANTITIES .., A ISLAM R MATHUR FILE 10 /u,r3/ls3/,jh/3:l1/drowln9s/r.331Jfd1.sht PLOT OATE• 08-MAR-199!1 11•47 PEN TABLE• 233 pen ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 3 TCA CORRIOOR MANAOER cu 12332 EA 102540 ' . ' . ' " ' . BRI00E NO, Furnish Piling <Closs 100C) Drive Piles (Closs 100C) Slope Paving Structure Excavation (Bridge> Structure Bock fill (Bridge) Structure Concrete <Bridge) Structure Concrete <Bridge Footing) Structure Concrete (Approach Slob) Bor Reinforcing Steel <Bridge) Prestessing Steel Miscellaneous Metal <Bridge) Concrete Barrier <Type 25, Modified) 1,2:,0 20 37 283 177 1,095 59 88 331,430 40,860 1,000 748 55-760K FORD RO/BONITA CANYON DR POST MILE 22.50 0ISRE0AR0 PRINTS BEARING EARLIER REVISION OATES -- FOUNDATION PLAN REVISION AT <PREL MIN 3/8/95 LF EA CY CY CY CY CY CY LB LB LB LF UC SHEET .3 OF 22 , O" 4 • $. Romp FR-3 I iyp) ,---Edge of Deck I ~\~ ,~ I , 10 , .. /\ I \ Edge of Deck_/ , ' 3" -1" CTypl ' l ' I I ' 0 .. , .. 4" X 12" X 16" Elostomeric Beoring Pod (Typl See Detail 2 on "Abutment Detoils-2" Sheet ,, I 3'-o" I I I 5'-0" 7'-6" 5"-4" 2'-10" i Romp I . I 5' -1" I I 31'-10¼" 34'·8¼" ABUTMENT 1 PLAN Scale: 1/8"•1'-0" FR-3 33' ·11" 3' • 31'1 ~. '\ I, 3 Spcs Cl 8"·7¾" 25"-101/a" Abut 1 4--------- • ' I . • I I . • ➔ _1_, - - -.p_l - ------t:_1 --• ---.1:J - - --- --f-hl. ._,, \ ,, _, -· , .. .L. ·---------------·-------------~ L . '-. _. _,-1 L. _ . _ . _,-:-L . _. _ . _,-:-L. -. -. _,-1 L • t"'.• ,,... "'' , , , -~ -a. Ol >. _, I-....... 6'-0" FOOTING PLAN •6~ o Top 8< Bottom ~ Footing Reinf. Mots. 6,_0,, Typ. Both Ends Scale: 1/e" • 1'-0" $_ Romp FR-3 I ' IT op of Back wall ' r=c...._· 1· ... :_..i'-· -_-_-~-~---L·-·_· _-_· ---).~· =· -:i;,·~_-~;----See Detail 1 '· ·' / Slope Paving 1----n,.-.-------------r....,----------,,......-1_L_ I I NOTE: All Piles Not Shown ELEVATION Scale: 1/s"•1'-0" DESION IT A !SLAM DETAILS IT R GONZALEZ E QUANTITIES IY A ISLAM FILE ID• /'usrJ/os3/sjh/331/drowongs/rJ313abl sht PLOT DATE' O!l·NOV-1994 21'!18 PEN TABLE· 233 pen CHICKID R CttECOID R OIICICED R 3'-41/4 11 CTyp) i. Ramp FR-3 -·-• ...J.. \ 9'-0" s-6" 37'-51/s" 3'-01/8" A§UTMENT 4 PLAN Scale: 1/s"•l'-0" i Ramp FR-3 \ 36"-7" \ \ 3 S cs o 9"-4" • 28'-0" \ 2' 0 11 " 7"-3o/i6" ~ -116 I \ I . . --\ I . \ -0. m >- -' 1-... - Abut 4 -<t-------·- --·r ~ • . ' 3 Spcs c 9'-4" • 28'-0" 5'-3'¾6" FOOTING PLAN Scale= 1/s"•1'·0" Top of Backwall $_ Ramp I FR·.3 ' I I I -· · -· · -· · --· -· · -· · -• i -• • -.-.-.:i ,.-See ~-',/ ' .s ,-,,.._,.....__N~---------------....-. NOTE: All Piles Not Shown ELEVATION Scale: l/s"•1'-0" MATHUR ~ TRANSPORTATION MATHUR CORRIDOR AGENCIES OENE FOSTER TCA CORRIDOR MANAOER MATHUR Detail 1 ORIGINAL SCALE IN INCHES cu 12332 FOR REDUCED PLANS 0 I 2 3 EA 102540 BRIO NO 55·760K FORD POST MlLE 22.50 OISREOARD PRINTS SEARINO EARLIER REVISION OATES DIST COUNTY ROUTE POST HILES SHEET TOTAL TOTAL PROJECT NO, SHEETS ~ u'o 12 Ora 73 isTEREO CIVI~ ENGINEER PLANS APPROVAL DATE PAASDNS DE 1.EUW1 INC, Two Venture. Suite 551 Irvine, Col lfornla 92718 2" Cir (Min) Match , MQt~h DETAIL 1 No Scale With Girder Recess With Girder Be~ess NOTE: For Dimensions See Detail 1 on "Typical Section" Sheets AS BUILT NOTES: ■Noctla'",111 •• OCl'llngldNMlihld .... ~ For Section A-A See "Abutment Details~2" Sheet For Section B-8 See "Abutment Details-1" Sheet [J Indicates Vertical Piles CJ Indicates 1=3 Battered Piles , RD/BONITA CANYON DR UC ABUTMENT LAYOUT IHINARY STAOE ONLY> SHEET 4 OF 22 --0 4 -q .. ,,. Match With Abut Recess ,.. ,. 1 Match With Albut Recess 4 "' V .. ,,. NOTE: DETAIL 1 No Scale For Dimensions See Detail 1 on "Typicol Section" Sheet Extend Beveled ecess 3"-0" See "De toil 1" Top Edge of Approach Slab .. f T~~ _ ~:-~~rr:~: -~ai'.. _ .. _. _ Horizontal Reinf. 3 -•5 Each Face <Tot 6) WINGWALL ELEVATION No Scale ~ Abut Brgs ' I 0 en Joint in Barrier Roil, to Match "o" Dim At Abutment Slope Paving Pile Cop OESION "A !SLAM C>«CltED R MATHUR CICCKEII ~ R GONZALEZ E R MATHUR t---+=~=.=.;.~-=---f-:-=::--------1 DETAILS IT QUANTITIES If A !SLAM C>«CUD R MATHUR Match Deck Overhang 2" See "Slope Paving-Full Slope" Sheet For Details WWLOL TRANSPORTATION CORRIDOR AGENCIES SECTION 8-8 Scale:½" • 1'·0" OENE FOSTER TCA CORRIDOR MANAOER 1"x12" Pressure Treated Timber Where Top of Wingwall is Buried See "Structure Approach Slob" Sheet Geocomposite Drain See "Structure Approach Drainage Details" Sheet •9 o 9 ~~ Abutment Drain For De toils, See "Structure Approach Drainage Details" Sheet DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Oro 73 OINEER PLANS APPROVAL OATE PARSONS DE L.■UW, INC. Two Venture. Suite 550 Irvine. Collfor-nfa 92718 AS BUILT ■ NoChtnDN Cl Changed u MlrlaNI A••Bullt Dati,: ~-~ orEss, ANDI MULi . S 370 FORD RD/BONITA CANYON DR UC POST HILE 22.50 ABUTMENT DETAILS - 1 ORIGINAL SCALE IN INCHES CU 12332 r:~~~~~~ill~~~7,'j~~~:-::-=---------------------------------____:F.:O::R...:.R=E=OU::C:EO:._:_:PL::A::N:s ___ e!!___ __ _!.l ___ ..,!2~--2--1I!_!,Q.~~~Q.--------L:O~IS~R~EO~A~R~O~P~R~l~NT~S~BE~AR~IN:O~~ls:::~~"7r_~'"A~TE=.::S::,orcP~R,:.=:E;L~IM~li.!.!N'TAR~Y~ST.µA:!.!:!O~E...\O~N!!::L.!..Y!.,I -.....J.:!!!H!SE.t:,ETL+-.JO:!tF--J f'ILE 10• lu•rJ/19J/sihlJJ1/dr0wlng1/rJJ1Jad1.sht J EARLIER REVISION OATES -• 3/8/95 5 22 PLOT DATE• O?·MAA-199:i 1M2 f>EN TABLE• 233.pen 3" Typ (Level) (Typ> Expanded Polystyrene. Same Thickness As Bearing Pod .~79" _Galv Sheet Metal Coot Top of Pod with S1lcone Grease Prior to Placement of Galvanized Sheet Metal ' 12" x 16" Elostomeric Bearing Pod (Abut 1) 12" x 12" Elostomeric Bear·1ng Pad (Abut 4)' '., '~,:;..-.· •--· r,~;. ~:) -----t-,-----/ • '\.,,•, ,t_;-,' :t . .,11 \.~~\~•' ~~ I ,~;("' __ !Of'; \ DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Oro 73 PLANS APPROVAL DATE PARSDNS DE L.EUW, INC. Two Venture, Suite 550 Irvine, Collfornlo 92718 iorEss, ~ ANDI MUL I Iii! No, S 3700 6/30/9 SECTION THROUGH BEARING PAO 4" Expanded Polystyrene~ ~ t Abutment Bearing 1 Joint Seal Assembly (Strip Seal) <MR•3">. For "a" Dimension See "Joint Seal Assembly" Sht See "Structure Approach Slab" Sheet For Reinforcement 't) •4 n C 12 Q.) ., Q.) •5 Cont c 0. 18 I E -1/) 0 0 (.) a.. Geocomposite Drain See C '-Q.) "Structural Approach 4) ,oJ Q.) Drainage Details" Sheet < (Il -Ill 0 0 •5 C 12 C! Back wall ~ I ~ 0 OI 0 C Construction Joint m ·-C 0 4) • iii 0 C 0 '1) (I) 41 a.. I- ·-\.. 0 > --~ 0 C I ~ -N - •9 <Tot 5> No Scale BB/EB ~ Abutment Bearings I • 1'·0" 1'-5" ! 1'·4" 0+1/: ... I • r-.. - -' \ ' I I + Oc I •- N ~ •5 Cont Q 18 __,,.~::---2" Cir <Min> •6 LC 12 C Stemwoll <Typ) 3" : \.. Clrl nu I • -tO I N ,--\.-, . '-I . -• tO (.) ' 3L I I •6 Q 12 1 1'-9" 2'·0" 1'·9" SECTION A-A Scale= ½"•1'·0" FILE ID• /usr3/ls3/sjh/331/drowlngo/r3313od2.sht PLOT DATE• 08·MAA•199~ 16•22 PEN TABLE' 233.pe~ DETAIL 2 No Scale .079" Galvanized Sheet Metal. Coat Top of Pod with Silicone Grease Prior to Placement of Sheet Metal ·3'-0"(Abut 4) 6'-0" (Abut 4) j 2'-0"CAbut 1> Q 6------- •8, Totol 8 Extend~:;-- To Edge of Deck •5 ] G 12 1 structure Approach See "Structure Approach Slob" Sheet ~ Joint Seal Assembly / Blackout •5, Total16 •5, Total 8 Expanded ~ Polystyrene ~ •5 c 12 See Partial Abutment Section on This Sheet Slope Paving, See "Slope Paving-Full Slope" Sheet) l ',,--+-!-=i!=,::::;-~-\~ See Joint Protection ' 80-13 13-2 1" Chamfer Detail 4" (Minl •8~. Total6 Class "C" Concrete Ballast at Abut 4 Bottom Longitudinal Reinforcement END DIAPHRAGM SECTION NTS •sJ ci 12 t. Abutment Bearing 3" All Around Bearing Pad Slmctu,e App,ooch\ 3" Bonding On Smooth Finish •6 Cont Top 8c Bottom (Tot 16) DESIGN -N -- 1/2" Premolded Expansion-Joint Material _,___ ___ 1-------....J Level j I-~:..::.:.___.__ Expanded Polystyrene. Same Thickness As Bearing Pod PARTIAL ABUTMENT SECTION AS BUILT Scale: 1" • 1'·0" IY A ISLAM Ct«CKtD R MATHUR IY ete'.CKID ~ ■ No ChtnGII 0 Ch1ngod •• Mtl'tlld As-l!!ullt Date1 :ee: ""' --~----:s ------- OENE FOSTER R GONZALEZ E R MATHUR ~ a-----+:.,::---------t-:'.CIC-.::Cl<~E:=-0--------l QUANTITIES A !SLAM R MATHUR DETAILS TRANSPORTATION CORRIDOR AGENCIES TCA CORRIDOR MANAGER ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 3 cu 12332 EA 102540 1" Chamfer 55-760K POST HILE 22.50 ···•G:0 AlternoUve 1 ---' 1_2 Temporary Bumper to Inserts \---L-i.1...! -=~.L-:1 ~ 3" Bond;ng I I ~ 1/e" X 12" Neoprene Strip Bonded 3" Minimum Width Each Side of Joint. Place Prior to Bock filling The Abutment Bockwoll And Installing The Temporary Bumper. <Fold Neoprene Into Chamfer) Abutment Backwall JOINT PROTECTION DETAIL No Scale FORD RD/BONITA CANYON DR UC ABUTMENT DETAILS - 2 DISREGARD PRINTS BEARING EARLIER REVISION OATES-• REVISION OATES <PRELIMINARY STAGE ONLY> I /8/95 • SHEET 6 OF 22 Bridge Deck\ •4 o 18 (Mox> •5 [J Cl 16 (Mox) 3/'4" Beveled Recess to Match with Abut Recess • 5 I o Abut. F' ron t F' ace,,--n===t=::-:J;=;;;=fa1..\ See Section C·C for Information CTot 2 l------+l~---1--4 ~~__..____,...... Permissible Construction Joint •s x 9'·0", (Tot 3 1" Expanded Polystyrene •5 (Tot 3> rsee Detail 1 Abut Reinf . CX) I . ... 12' Additionol •9 I <Tot 5> Bundle with Abut. Reinf. .-------'-~ TYPICAL ABUTMENT END BLOCK ELEVATION .. ABUTMENT 1 Wingwoll Reinf •9 I IQ 9 •s LcTot 3> •5 D Cl 16 <Max> No Scale Wingwall Reinf 8·•5 Extend ½" Expansion Joint Material . -:·1. 1 • r r, .. " .. , .. _ i ; iJ )if::o~i•:~J :or 1...,:.)11~d uculii i J 5 ~;ho~N--=E=E.r'--, _---"-=~!""'""~._l~_r __ -Expanded Polystyrene 1'-0" DETAIL 1 No Scale •6 L (Tot 3> •.• ---------------------- 1ST COUNTY ROUTE POST HILES SHEET TOTIII.. TOTAL f'ftOJICT NO, SHEETS 12 Oro 73 tss, lSTEAED CIVIL ENGINEER Pl.ANS APPROVM. DATE M AYN ISL No. 1:6468, 6/30/ PAR■DN■ a ■ Lauw. INC. Two Venture, Suite 550 lrvtne. Collfornlo 92718 Abutment Reinf <Typ> AS BUILT ■ NoChlnQU a Changed 11Mlfbd As-Bullt Date: . 8·•5 Extend 1'·6" into Footing Backwall Reinf <Typ> 1'·6" into Footing~,___ 5·•5x7'·9" F"ILE ID• /uar3/la3/ajh/ 331/drowlnga/r3313od4,aht PLOT DA.TE• 06•APR•19!15 16•07 PEN TABLE• 233 pen 4••5 X 7'·9" \---+-----\--\\·-'!--_,,-,? -->r-• 5c Tat 3> 4· •5 X 7'·9" Equally Spaced ______ _,,_6" Chomf er •5 x 9'·0" <Tot 3 •5 D O 16 <Max> •5 x 9'·0" <Tot 3) SECTION c-c Scale: 1/2 11 • 1'·0" DESIGN DETAILS QUANTITIES IY A ISLAM C,COCID R MATHUR IY CltlCICID R MATHUR R GONZALEZ E ~ TRANSPORTATION ----r.=:::--------1 ~---CORRIDOR AGENCIES ., A ISLAM OCCICID R MATHUR ORIOINAL SCALE IN INCHES FOR REDUCED PLANS • e ! 2 3 --------+-oi ~-----1 .• 1- .gl___Q 9 6'·6" OENE FOSTER TCA CORRIDOR MANAGER cu 12332 EA 102540 ,--- •sLo 9 9"·0" •9 O 9 61-611 SECTION 0-0 Scale: ½"•1'·0" ! BRIDGE NO 55·760K FORD RD/BONITA CANYON DR UC POST HILE 22.50 OISREGAAO PRINTS BEARING EARLIER REVISION OATES-• ABUTMENT DETAILS -3 SHEET OF 7 22 Bridge Deck •4 Q 18 (Mox> •5 CJ C! 16 <Mox) 1'◄ " Beveled Recess to Match with Abut Recess t •5 I • Abut. F'ront Face,-1t::==::t::::::;~~;;;;;;;;l~'\ See Section C-C for Information II ~ 1" Expanded ;1 Polystyrene I , ,' , , , , , / , ~ iJ -L , , , ,' , , f , , , / / , , , , / ,' ,' / ,' / ----------1 rSee Detail 1 , ---} --/ < Tot 21--------- Cf-___.__.__.__.__---+-'-' Permissible Construction Joint •5 x 9'·0", <Tot 3> ' I I I 00 ,.... ..-------------------'--~ Abut Reinf 12' Additional •9 <Tot 5> Bundle with Abut. Rein f. TYPICAL ABUTMENT END BLOCK ELEVATION-ABUTMENT 4 4-•5 x 7'·9" <Equally Spaced> F"ILE 101 /uor3/,o.3/ojh/331/drowln91/r3313od3 oh! PLOT DATE• 07-APR-1995 08•18 PEN TABLE• 233 pee •slcTot 3> No Scale •5 x 9"·0" <Tot 3) SECTION C-C Scale: ½"•1"·0" OESION CMtCktO IV Wingwoll Reinf R MATHUR 8-•5 Extend 1'·6" into Footing •gLJci 9 4••5 X 7"·9" Equally Spaced •S D 0----\......_ 6" Chamfer <Mox> IY CHl'.CKECI R MATHUR ~ TRANSPORTATION 1--oE_r_A,_L._s ~~:....;.R_G;;..:O;;.;.N..;;;Z:.:..A~L-=-E=-Z--=E=--~~..,,..,..-------1 </49<'\--.11..c,.j-CORRIDOR AGENCIES A ISLAM IY CHl'.Ck!CI R MATHUR QUANTITIES A ISLAM ORIGINAL SCALE IN INCHES FOR REOUCEO PL.ANS e 2 3 ½" Expansion Joint Material OENE FOSTEA Polystyrene DETAIL 1 No Scale Wingwall Reinf <Typ> •6 Lcrot 3> -O'I I ;... •9La 9 6'·6" 1' -0" 1ST CCUfTY 12 Ora 7J POST HILES SHEET TOT/Ill. TOT,1111. ~JECT NO. SHEETS ESS1 ANIN ISL . 46468 6/30/ PAR■DN■ a■ L■uw, INC. Two Venture. Suite 550 Irvine. CallfOl"'nlo 92711 AS BUILT ■ No Cfllnlll 0 Ch1ngld u Ml!l&f A•lullt Dltlf 8-•5 Extend 1'·6" into Footing ' Abutment Reinf <Typ) --a, I •9 Le 9 ~- SECTION D-D • Seate: ½"•1'·0" BRI NO 55·760K FORD RD/BONITA CANYON DR UC TCA CORRJOOR MANAOER POST MILE 22.50 ABUTMENT DETAILS - 4 cu 12332 EA 102540 DISREOARO PRINTS BEARINO EARLIER REVISION DATES-► Y STAGE ONL.YI SHEET OF 8 22 Edge of Deck- Exterior Girder Face at Bottom of Deck ' •11 Cop Reinforcement ' ' \ 11 , ~ Girder It. Column I ' \ ' ' ' ' \ 2'-9" <Typ> ' \ ' ' I \ ' ' 4'-6" 4'·6" Equally Spaced BENT PLAN Scale= 1/◄" • 1' -0" ~ Girder ' I \ ' --------------· } Romp FR-.3 --Edge of Deck ·t 11 ' --,-------·-·- 111'1,1111 ' ' 11111 r1,111111 \ ' \ \ ' i_ Romp FR-3 ' I ' I Exterior Girder Face at Bottom Deck Bend Column Reinf to Cleor Prestressing Ducts if Required , - NOTE= <Dcolumn Spiral Reinforcement may be Discontinuous ot Bent Cap Bottom Reinf. Provide Anchor at End of Spiral. (2)No Splices in Moin Column ond Bent Cop Reinforcement NOTES: ( 0 ER F/lrl #/-438) .-------- CONTINUE OUTS/OE BAR TO 3"CLR. OFTlPELEJ/A,TJON ( /1/0 TI/VS/ DEBAR) Reinforcement Symmetrical About ~ Column For Section F·F See "Bents Details-2" Sheet For Section K-K See "Bents Details-2" Sheet 0 I . 0 N --- (G\ . 0 _,_ ,_ 0 IO Ill Q. 0 0 ,_ -----· ----~-- ~'- H t 1 ~ I u ..... .5 :E rr) .., . -Specified Tip Elevation I -J I ' I ' I ' I ' - .,:----:::' ~-- I ' I ' ,,,, ---...--,...___ _.,,., . . --··-----"·--,, -. -- I> . ---·-- 1 •• •· · ···---• -01ST COUNTY ROUTE POST MIL.ES SHEET TOTAL. 1 RP1easnd fo: (,')':~ !r.J~;~:on I r~----t----~T~o!!TA~L..,!P~R~oJE~cT!.....WN!2.o,:_J~sH~E£.E!!Jrs 73 S~on. ~ 12 Oro l ----;;-pn l~'J~G=IP=EEc_:."l_~_-___ 'f_1,0!.t1_¥fA.LJ.5:_'--J1ii rf-;t-'-,(,_<tt:?!'." __ -~~;-i-:.,u-,'_....., ____ -:::;,;ri~E;Ss;;, ~---, .!.Sa . R~ISTEREO «vie ENOINEER ' -.. ' ... u . rr) ! G - -- 4> u 'a (/) ... g 0 .... (/) . 0 I IO '------s . 0 I 0 .... . . 0 I 0 - ;; M MtlN ISL Iii/ No. 46468 t::PL:-:A:-:NS:'.":"A ... PP:-R_ov __ A.;.L __ ..;;D;;.;.AT;.:E;._ __ -'..,· Exp.6/ 30 /95 • PARSONS D■ LEUW1 INC. Two Venture, Suite 550 Irvine, Col lfor-nlo 92718 Ii Column I SECTION G-G SCALE: 1/4" • 1'-0" ( Column I ' I - I ' I ' I SECTION H-H SCALE: 1/4" • 1'-0" 40 Bundles of 2 tii1 <Total 80 Bars) •7 Hoop 40-• 11 . , .... ,., .. , .. -~-..... -.•• J" •. ,., ' f f • • I • I I I ,S . . ' . . . . AS BUILT . • , ... ,,, ... ,· .. ,, • :E • . I • • I , I. t " • ~ • • 0 ' -.... Seal Course CNoCMnlN. _ .• ,, BENT ELEVATION 10'($ CIDH PILE SHAFT PILE DET All • Chlnatd • Ma111i, At-lulJt Dokr Scale: 1/◄" • 1'-0" No Scale OESION •• A ISLAM CICCICIO R MATHUR BRI O NO DETAILS .. R GONZALEZ E CICCICIO R MATHUR ~ TRANSPORTATION 55-760K FORD RD/BONITA CAN'r'ON DR UC t----+::::-~-------+tte=ac'"'"'10=-R-M_A_T_H_U_R __ -J ~ CORRIDOR AGENCIES OENE FOSTER POST HILE ,;;;;;.;. .... ;....;_..J,. _____ -L, ___________________ ...1.-FPlJAN=.:.:Tl.:.Tl::E:.S.1.,-,....:A..:l:S.::.LAM:::, ___ _J,_~OR~l;O;IN;Al.~SC;AL~E~l;:N~l;;;NC~H~ES;-i-,-r--r-T-r---r-+r:~:~A;1:~:~:;:~10:a~R..:M.:A:N:AO:E:R~--+-!2!2::.5~0~j_ _____ ,___!B!:E~NT DETAILS -1 FOR REDUCED PLANS ll I 2 EA l 02540 DISREGARD PRINTS BEARINO DATES IPRELIMIN 3 EARLIER REVISION OATES -1 l/8/95 ONL. YI SHEET OF F"ILE 10• /u■r3/1■3/■Jh/331/drowln9 ■/r3313bd1,1hl PLOT 0-'ITE• 07·MAA·199e 13•e& PEN T ...SLE:• 233.ptn 9 22 CN.11:JG SIOffOI'~ DAT Deck Reinforcement Continuous Thru Cop -- (l Bent 2 I • --• -.. 1'-9" -C r 20 Bundles Of 2-•11 Equally Spaced j •4""\.._J(O 12 -- 4" Fillet <Typ) -~ c yp> lI·~--1-_.'.]~~---r--,~ 1" Cir 7-•11 Adjust to Provide Clearance at PIS Ducts •6 tlJ] Stirrups <Typ> Legs-~t:::====1----f+---,--Jll • 6-•9 Ea Side } 55" MWD ~ Bent 2 . 3' 9,J3, 9"3' 3" • • • . :::-..; 00 • • • 5'-0" • • • • • 5'·0" -. - -' ' ' I I -I I ' ' I I ' ' I I ' ' I I ' ' I 6.0'1 • -.. --... -..... --. ---------------... , --164.5 12 <Tot 6 Sets in the Bottom Slob Reinforcement Continuous Thru Cop I ' I I _.__, L Column Core Only> dditional Bottom Slob Reinforcement ' ' I I ' ' I I ' ' I See "Typical Sections" Sheet •6 Spiral O 3" Pitch 2" Cir (Typl Bent -~·-·-· ,;zJ,e 5 SECTION F-F ~ Column I ' I ' I ' ___ ] __ _ ' 8'-3" SECTION K-K 2 r •11 Bundled Total 34 Bundles {Tot 68 Bors) . Ol I N 16· •8 Interlocking Bars OESION tr A ISLAM CHECKED R MATHUR I ' ' I I • ' I I ' ' I I ' ' I I ' ' I I ' .. ' I I ' • ~ I ,;._ ' I I ' ' I I 1.36.0 r-.... --,- 1 ] I I 1 I I ' I 130.3 r----i----1.-:--.:-:--E xis tin~-S1Jp_por t L-----i--,--J 126.3 for 55 MWD I I , I I I I I I I I I I 6..J w s~~H 0rx,~~~iiNg5.~~r-wo 2 Score 1/s" • 1'·0" AS BUILT • NoChMO" Q Changed •• Mwt'kld ,__A•_•_Bu_ll~_!:a_~i_.:::::::::::_::.'.':.'.-_ ,, R GONZALEZ E CltECl<ED R MATHUR DETAILS ., CHECICEO MATHUR ~ TRANSPORTATION 1------1--------+=:::::::--------1 ~---. ..... ~ CORRIDOR AGENCIES OENE FOSTER TCA CORRIOOR MANAOER OUANTITIES A ISLAM R ORIGINAL SCALE [H lHCHES FOR REOUCEO PLANS e l 2 3 OU 12332 EA 102540 F"ILE 10• /usrJ/laJ/ ojh/ 331/drowlngo/r331Jbd3 Ohl PLOT DATE• oe-APR-1995 18•08 PEN TABLE• 233 pen 01ST COUNTY ROUTE POST HILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Oro 73 ~ ~orEss, INEER S HANOI MUL ll!' No.$ 3700 '° PLANS APPROVAL DATE -II 6/30 11- PARSONS DE L.EUW, INC. RUCTUR //-"""1 Two Venture, Su t te 550 or C Irvine, Coltfornto 92711 '-7 57. Pen Min '>--~.....-----.. Run Off End of Bar as Shown 45° • 1 Butt Weld To Be Mode First. r Direction of Weld 5" Lop Ber •4, •5 & •6 Reinf Only 2 Butt Weld To Se Mode in Flot or Horizontal Position. 3 Lap Bar To Be Centered On Splice. 4 flare Weld To Be Mode In Direction Shown. 5 Lop Bar Equal Size To Spiral Bar. VEE GROOVE WELDED SPLICE Start of Pitch When Weld is Used To Anchor Spiral Unit ,. ...... ______ _ l... ---•-•••-••--...-.-.. _ .. __ Run Off End of Bar as Shown --- Direction of Weld •4, •5 P>! •6 Reinf Only 11 '/2" 12" Min Lop Length Note: Flore Weld To Be Mode In Direction Shown WELDED LAP SPLICE AND ANCHOR cP-.__, Some Size.Spacing 8, Material As Spiral Shown On Plans Individual Hoops, Made Continuous With 1001. Penetration Welds, Moy Be Substituted For Spirals. BUTT WELDED CONTINUOUS HOOP BAR SPIRAL SPLICE & SPIRAL ANCHOR AND HOOP DETAILS NTS I '• BRIDGE NO, 55-760K FORD RD/BONITA CANYON DR UC POST MILE 22.50 OlSREOARO PRINTS BEARING EARLIER REVISION OATES-• BENT DETAILS - 2 IPRELIM NARY STA E ONL l 4 4/6/95 SHEET 0 10 22 39' -6" 1' -9" 32'-0" Edge of Deck-- i RAMP FR-3 ' 4'-0" i----Edge of Deck oo 135° Bend •4Vc 24" Mox. Hook Around Stirrup Legs. Alternate Sides for 135° Hook. Ploce One Above Top Duct and One Below Bottom Duct. -~ O[ST COUNTY ROUTE 12 Ora 73 POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS ANDI MULIA !It No. S J7QQ PLANS APPROVAL DATE -t< •p.6/JQ/9 1--------------~ RUCTU PAFISDNS DE LEUW1 INC. Two Venture, Suite 550 OF C Irvine, Callfornlo 92718 Conduit for Roadway Lighting, See "ELECTRICAL PLANS" I"'--Concrete Sorrier, Type 25 Modified See "Miscelloneous Details" Sht. <Typ) --~ .... f bf. • CM.T-DIii 110!0, OATI -.- I ....- 5"-6" 8'-9" 6" <Typ) 2'-7" CTypl Concrete Barrier, sl-S Type 25 (Modified> See "Miscellaneous Details" Sheet Barrier Reinforcement •5 <Tot 12> II:! Overhang •4 Q 12 (Max) .~\ Stirrups For Spacing, See "Girder Layout" Sht. •8 Cont <Tot 2) u.iu., 5 FILE ID• /uer 3/,a3/• Jh/ 331/drowlnge/r 3313\x.sht PLOT r>ATE, OB-MAR-1995 13,12 PEN TABLE• 233,pen Vories See Detail 1 4" Fillet CTyp> 12" Min 8c Varies CT II:! Interior irders 3/4" Drip Notch, Continous (Typ) 11'-8" -co TYPICAL SECTION Scale: ¾" • 1'-0" 11"-8" ct. Girder I 6" CTypl 3/4" Drip Notch, Continous <Typ> CIP/PS Concrete Box Girder CTyp> 2"-7" 5'-6" 2'-2" ' 2'-2" ✓ •5 Tot 2/Girder CTyp> Additional •5 Construction Jt. CTyp> 5 C! 18 (Max) •4 Tot 5 Per Ba :J: •5 Tot 15 Per Ba .,.. •5 Cl 18 <Max) <Typ> •5 Q 18 (Max) CTyp) Additional Reinforcement. For Details See "Girder Reinforcement" Sheet (Typl •6 • 10 ~~ o,_@ 2-•8 See Q ;...O CTyp> ~ •4 C! 12 (Max) •61J Stirrup~o-~ 5-5 NOTE: ::c Indicates Distribution Reinforcement PARTIAL TYPICAL SECTION DESIGN IIY A !SLAM CHECKED R MATHUR IIY CICCKED Inside of Curve~-·-·"·~ •4 t Q 24" Max----_,,,~ Place Duct Against and Hook Tie Around Stirrup Leg on Outside of Curve ·-o. (Typ> Add 2-•6 i:l: Top & Bott Ea Side of Opening Prestress Duct Stirrup Legs 3" Cir to Duct Bottom Slab Reinforcement -..J NOTES: 1. Section Looking up Station. ~ 2. Details Supersede Duct Patterns Shown in 88 5 and Hooks Shown in "Partial Typical Section". 3. Number and Size of Duct Shown are for Illustrative Purposes Only. 4. Detoils Shown are for the Section from the Beginning of Bridge to the End of the Curve. 0 --~ N I DUCT TIES No Scale Top of Deck See "DECK DRAIN TYPE 0-2 MODIFIED" Sheet DECK DRAIN DETAIL DETAIL 1 1' • 0 II M ,, 1" Min Cir, Typ AS BUILT ■NoCIIIIIIN C CtllnttdllMli .. d A•Bullt 01t11 "Ir ¾" Deep x 10" Wide Beveled Recess (1:1 Bevels) Soffit No Scale Scale: ¾" • 1'-0" BRIDGE NO. 55-760K FORD RD/BONITA CANYON DR UC DETAILS A SEGURA R MATHUR ~ TRANSPORTATION CORRIDOR AGENCIES OENE FOSTER TCA CORRIDOR MANAGER POST MILE 22.50 TYPICAL SECTION IV CHECKED R MATHUR QUANTITIES A !SLAM ORIOINAL SCALE IN INCHES FOR REDUCEO PLANS 0 cu 12332 I 2 3 EA 102540 DISREOARD PRINTS BEARINO EARLIER REVISION OATES_,._ 3/8/95 SHEET OF 11 22 , ., <::> ,• ... o,, •6~/ Top & Bottom in Overhang CTyp) I I I I 12" f! For med fw...~ Hole I Intermediate roi=}\ Diaphragm ~ See Detail 2 on "Girder Reinforcement" Sheet ' . /"'\__(f_ Intermediate Diaphragm Transverse Reinforcement Perpendicular to Curved Girders I\, ' I 18'-0" ...... -~F:,-lo_r_e_..., ,§ 1 CTyp) ~ I I CTyp> Bottom Slob Flore CTyp), See Detail 1 This Sheet (p,cR ;0f/ #z-735) B" Jo Pipe 29'-0" (i..'"JE,:_E,T,C) . Edge of Deck Soffit Acc:ss Q Opening CTyp) c.J rTTTTTTTr-------"-----1'----.,_---, I - -..,.._ - - - -.>...t. - - - -_ \,(' - - - -_-,L - - - -...,_ - - ---7"T----7"t"-----1'----~----~---- Edge Transverse Reinforcement GIRDER LAYOUT Scale: 1/i& "•1'-0" I I I I ..,,_ I .... , ::, I .Pi '<::id> I o/ <)~I ~,· i'-: "i ...., "'-• i 15"-0" ~ ~ i 1 1 / See Detail 3 on "Girder F"'l Reinforcement" Sheet i / DIST COUNTY ROUTE 12 Ora 73 PLANS APPROVAL CATE POST MILES TOTAL PROJECT SHEET TOTAL NO. SHEETS orrss, .:; ANDI MUL "' !Iii No. S 3700 .., 6/30 ,. RUCTUR 1,-.-t Of' c~ 1F61a, -r°.! /;? ~7'-0" ,., PARSONS D■ LEUW, INC. t,' 8 4-•6 0 Q 6 Top Si Bottom Two Venture, Sul te 550 .---®' __ '-"'c--t+-~·-t-1 ----'li-i-·....,c' ;)_ in Overhang ( Typ) .__I r_v_l n_e_,_c_a_1 _1 _for_n_I_a_9_2_1_1 _a _________ --t _ L. '. Invert El. 191.8 1 I To System 13 See "Drainage Plans"• AS BUILT Expansion Coupling For ~rillage. Si Q (Typ> Both Ends Bursting Reinf See:""CJ---.------- fJ No Changtt • Chengtdll As-Bullt Date: Top g, Bottom in Overhang NOTES: (D o Indicates Soffit Vent (i) 0 Indicates Girder Stem Thickness in Inches ~ For End of Diaphragm Section Details, See "Abutment Details-2" Sheet @ For Deck Drain Pipe Thru Abut. 4, See "Miscellaneous Details" Sheet (5) For End Dfophrogm Section Details, See "Abutment Detolts 2" Sheet ® Deck Drain Type 0-2 u..lled, See "Deck Drain Type 0-2 Modff'fed" Sheet (Z) Deck Drain Type Double D-2 Modified, See "Miscellaneous Details" Sheet f;._Ab_u_t _1 _B_rg __ __:L:..!_l _______ _.;.f_Be_n_t_2 ___ ---;:;;,:---;----------L-=2,___ ______________ f;--B-e_n_t _3 _____ L.::.J ______ -:f Abut 4 Brg 0.5 L2 I. .I , I I 0.40 L1 _ .0.10 L1 ;0.10 L2 • I See Detail,~_,--~---, • I ' I , I ' . ' . I , -l ~ I ' ..-• ' ~~ I I . I CD -I . / . I I co I I ;,,. +I I . ' • ./ __,. ___,. . V..r----I~ I I ~ ' • : r----. ' co .. _,_ -, I 3" co I 3" -..--I N -v ..,. ~ N I ..,. •6 \~ Exterior 44Q12 024 15Q12 24C!6 60Q3 L;1rder ~ tirrups Mox -~ ~ •6 U Interior 44012 C24 10012 14!09 3506 L;irder ~tirrups Mox J_ '87-l\ \~ FILE ID• /usr3/ls3/1Jh/ 331/drowingo/r 3313grd shl PLOT DATE: 06-APR-1995 15•38 PE:N TABLE 233 pen . . 0.10 L2!0,10 L3, 0.40 L°' I . ' / Coble Poth is Parabolic 18 1-011 N Point of Inflection~ __ .j ___ -~See Detail 1 Between Points Shown -. -,-, • I ' F ' . ' ' I '\. I -1 -. . I I ---. I ~ ~ I ~ ' I "-I ___,. . ---' . . ----~ ~. fu~ ·"'I~ ' ----ii ....... --r-~" ' : _r-,._ ' -~ ~ l,41 . "" ... -...... ~ _,' r-;i ~ • ~ 3" 1--........~ I 0 .v I~ 1----..... ~ .' ·o ... ... • N ... I ..,. I -;..., F") 2509 14Cl15 G24 Mox 14(015 2509 60<03 2406 15G12 Q24 Mox -~ I~ 20!012 C!24 Mox 20C12 3506 1409 10012 !024 Mox ◄ -~, LONGITUDINAL SECTION \tJ, No Scole ( ' . • I • I ·, " " V I ' • v<-/ )I )', JC. .3" The for . \0 ' . I"') oreticol Point of No One End Stressing co ., \~ i'--Closs "C .. Coner ete Ballast 10012 10012 ' ' Hf:'.l()HSf'd <Typ) ... Movement DETAIL 1 No Scale PRESTRESSING NOTES 270 Ksi Low Relaxation Strand. P Jock • 7800 kips. Anchor Set • ¾ in Total Number of Girders • 3 Distribution of Prestress Force CP-Jock> Between Girders shall not Exceed the Ratio of 3:2. Maximum Final Force Variation Between the Girders shall not Exceed 725 Kips. Concrete: f'c•4500 Psi at 28 Days. f'ci•3500 Psi at Time Of Stressing. Contractor shall Submit Elongation Calculations Based on Initial Stress at IZl•0.824 Times Jocking Stress. ~:~.\ , ' ' ; > -:.: <'IIOJE!: r E:"1 . I ,-1,., yf,~{,_( __ '.:'ATE One End Stressing shall be Performed from Abut. 1 DESION er CICCKED R T A ISLAM MA HUR 8Y CICCKED ~ TRANSPORTATION 1--0E_r_A_1L_s_1--_R_G_O_N_Z_AL_E_Z_E_-+:--:c-,--.,.,.--R_M_AT_H_U_R_-1 ~ CORRIDOR AGENCIES IY A ISLAM CICC•EO OUANTITIES R MATHUR ORIGINAL SCALE IN INCHES FOR REDUCED PLANS g 2 3 . " GENE FOSTER TCA CORRIOOR MANAGER cu 12332 EA 102540 -. . . BAIOOE NO, 55-760K POST MILE 22.50 FORD OISAEOAAO PAINTS BEAAINO EARLIER REVISION OATES - RD/BONITA CANYON DR UC GIRDER LAYOUT REVISION OATES <PRELIMINARY STAGE ONLY) J 4 I 4 4/6/95 SHEET 12 OF 22 I tlCINOl'f Dflfl Additional •6 x 14'-0" o 6 (Totollll Below Top Mot Deck Reinf. 8-•8 I I I I Buttweld or Mechonicol Splice FILE 10• /uar3/ia3/ojh/331/drawin9a/r.33139rf •hi l'<.OT CATE· 06-APR-1995 15,39 PEN TABLE• 2.33 pen I Curved Girder CTyp) -7..: -::--_=-_=-._-.._ ~ -. -:..: .-..::. :-=-": =--. -.: ------------ Deck Reinforcement Perpendicular to Curved Girders -------=·~::~.::~--- DETAIL 2 Scare: 1/e"•l'-O" 27'-0" 20"-0" I 2 7" • " I I I I I / 43" ·O" /40'-II 43'·0" Edge of Deck Deck Reinforcement 45"-0" --------------------- DETAIL 3 Scale: 1/s"•1'·0" 15'-0" 20'-0" I 15'·0" I I ' Q, I I I NOTE: Additional •6 x 14'·0" o 6 <Totol 11) Below Top Mot Deck Reinf. No Splices in Additional Reinforcement POST MILES SHEET TOTAL DIST COUNTY ROUTE TOTAL PROJECT NO, SHEETS 12 Oro 7 REOIST PLANS APPROVAL DATE PARSDNS DE 1.EUW1 INC. Two Venture, Suite 550 Irvine, Callfornlo 92118 Is 3700 i;l .6/30/9 * RUCTURA IJ---t or C~l\ AS BUILT • N0Chang11 Cl Chengtd 11 Mlall■II At•BUllt Drite: ADDITIONAL BOTTOM SLAB REINFORCEMENT Scale : 1/i6" • l' -0" ., CICCl(ID DESION A ISLAM R MATHUR ~ II CICCK[D R DETAILS R GONZALEZ E MATHUR CHICKED R QUANTITIES II A ISLAM MATHUR ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 I TRANSPORTATION OENE FOSTER CORRIDOR AGENCIES TCA CORRIDOR cu 12332 2 3 EA 102540 MANAOER BRIDGE NO 55-760K FORD RD/BONITA CANYON DR UC POST HILE 22.50 DISREGARD PRINTS BEARINO EARLIER REVISION OATES • GIRDER REINFORCEMENT SHEET OF 13 22 • ---------------------~---· --- Pipe Hanger c 10' <Max), r For Details See This Sht. ·2X Min -r---::::::::....J:.-----{ ------t--..... ......._ ___ -!. Manufactured Expansion Joint Coupling (Galv) to Provide For o Minimum Movement of 4". q;_ Expansion Coupling 3'·0" Approach Slob 5'-0" ------1----,r------;-,._j__ 87-10 U-7 12" ¢ Formed Hole 8" 0 Steel Pipe 8" ¢ Steel Pipe Concrete Ballast - QQ ~~ 16" % Pipe Sleeve DECK DRAIN PIPE DETAIL AT BENT CAP DECK DRAIN PIPE DETAIL AT END DIAPHRAGM No Scale WINGWALL DETAIL NTS WITHOUT FOOTING WITH FOOTING ~ Abut Approach Slob rRoadway Ernbankmftnt ; or Original Ground <Typl No Scale 1 • 6' ·0" Transition .7 ,, ,, 4 4' i,.--------1 ' ' i !I '11 I I PLAN No Scale Top of Roadway 1 '1◄"0 Galv Pipe Sleeve for Anchor Bolts 2'-8" %" (i5 Hanger Rod Galv. Thread One End with 2 Nuts Drain Pipe See "Road Plans" (71 I -... -----{.Pe,·,v' FAI # 2-7..-,,5) L),.f".4/✓-11 TO SYS TEAi //-/ TtJ)(/ARO T#E BOTTOM OF i7-/E FR-3 RAMP End of Approach Slob 1'-0"(Typ) ABUTMENT DETAIL NTS I I Structure Bock fill ~"'0J Select Backfill NOTE: e For Details Not Shown See 811 •53 OUTSIDE ELEVATION MODIFIED LIMITS OF STRUCTURE EXCAVATION & BACKFILL CONCRETE BARRIER TYPE 25 MODIFIED -END DETAIL For Details Not Shown See e!:, IIONOF' DAT FILE 10: /u1r3/i1J/1Jh/ 331/draw1n90/r3313m11 1ht PLOT DATE• 015-APF!-1905 1!'>•415 PEN TABLE• 233 pen No Scale DESIGN BY A !SLAM Ct£CKEO R MATHUR DETAILS IY A SEGURA CHECKED R MATHUR ~ TRANSPORTATION 1-----+,--------~=--------, ~---CORRIDOR AGENCIES QUANTITIES •• A !SLAM CHlCKIO R MATHUR ORIGINAL SCALE IN INCHES FOR REDUCED PLANS e I 2 3 --------------------------- 01ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS .!:: u -N □ Hook around Top Longitudinal Rebar ,-6" R1 or 8" 0 / Drain Pipe Hanger Strop 0.105 x 1½" Galv. 12 Oro 73 INEER <> ANDI MULi !Si No. S 3700 PLANS APPROVAL DATE -I< 6/30 1-----~-....;.....;;.. __ ~ 0Rucr PARSDNS DE 1.EUW, INC. Two Venture. Su t te 550 or c~ Irvine. Col lfornlo 92718 DRAIN PIPE HANGER DETAIL No Scale IC I .... N L 2½"x2"x'/◄"x2'·8" 1/,."' Plate .,___L_ ~:;i:::$:::$::~~~~---1 /4" Plate -N Full Penetration..../ Butt Weld 2" 1511 .. , . /4 . ' ' I I ' ' 8" ! 8" !s'/◄"! __.-~ Blank Bolt ½"0 x 12" (Totol 10> 2" AS BUILT 0 NoChlnOII FRAME <TYPE DOUBLE D-2 MODIFIED> 8 Changlcl II Ml,ud Aa-Bullt Dato: No Scale Slope To Drain NOTE: For Details and Information Not Shown See "DECK DRAIN TYPE D-2 MODIFIED" Sheet. / Doub(~ ~ate ..._N >. -'.--9" ._. I ,.. •1 Top of Deck 6" Z x 2' ·0" Steel Pipe -. . 0 - • • .-,,. I -•-.,N Q. I I ....... .._ ' I ,..__,_~--' ' • .J.._ ...... , ,. __ , I I ....,. • -I •- I I •--. -. Match Slope I I f S ff. 2'·8½" 0 0 1t r■•----,-----'-=--------l• 1/4" Bent Plate J TYPE DOUBLE D-2 MODIFIED DETAIL BRIOOE NO. 55·760K No Scale FORD RD/BONITA CANYON DR UC OENE FOSTER POST MILE 22.50 TCA CORRIDOR MANAGER cu 12332 EA 102540 MISCELLANEOUS DETAILS OISREOARO PRINTS BEARING EARLIER REVISION OATES -- REVISION AT I IMINARY STAOE ONLY) 4/6/95 -• SHEET 14 OF 22 ' ' ' , I . I I I 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 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 1 I I I I I 1 I I . , &•f x 2 1 -0• Slttl plpt IMt-111-ttt-•----i-++------,~ ~ Pora I ltl lo NQ SKEW rol I or curb I" toward SI opt droln---.\ 9" l B•nl -++--------- SKEW TO 20' PLAN-DECK DRAIN ASSEMBLY Top of deck l'-0" IBtnl skew .....___ __ -1+--- ¥-----~,...1 ----- ~ 2" SKEW OVER 20° Top of deck I '-0" /'-0" l'-0" 1 • •1 nrrop of dtck ~~~1 ~Q~l'r--j. '~L-:d~ SECTION C-C Slope deck toward drain slope of sollil \ t4,(!_Tot 3 r Slopt dtck ~ loword drain 6" ' DISt, Co..NTY ACUTE REOISTEREO ENOINEER -CIVIL Pl.ANS APPAOVAL DAT AMIN ISL . 46468 tO/J0/95 Apply odhttlVI ttolonf on pip• p1rlph1ry It 1101 Joint, S1cur1 tlfh tnd of 1l11v1 to plpt with 3-110-24 x 2•11lf loppln9 hell htod 1cr•••• e• SlttVt ln1ld1 diameter 2• no gtaltr than pip,. Mln,out1ld1 dlom1t1r •1t• ___ ,.....,.,. __ ...,... I I DRAIN FLUSH WITH OVERHANG DRA;I N WI TH HAUNCHED OVERHANG SLEEVE CONNECTION 6"~ x 2' -0" -s,,,1 pip• -.. I\_ Otloi I A ( lyp) ELEVATION-DECK DijAIN LOCATIONS ' "i ¾ Btn I t Match tlopt of 1olflt I • -•!• Stal by caulking (typ) l'-4" . I ~ 1\1' Q. >, .... . Bo r I~ x a ,c I ' :st• i:Y. I.I I t1.-. ... 'o ' ,.... , I\. V "Typ • ... -U) I I • -' ' [>-Bor ix fa ,c 1 '-Jt• ,, 9-r----go• .. ~\ -------, \ \ r-------\ \ .. \ \ Station 1hown on \ \ _., '------Gtntrol Pl an I t I droln locotlon I I -----other than l bent SECTION A-A SECTION B-B I " • ~ l,,c DECK DRAIN ASSEMBLY DETAIL I" 00 Sprln9 113 W4M gage 1talnl111 11111, 2• fr11 length. Spring con1tant of 24 lb1/ln. Spring to hove flat 9round 1nd1. Bu1hln9 too-:,..__--~::J 1·10 • ,, .. - a• bent lhrtadtd rod wt th I htx nut and If 00 wa1h1r. Tack•• Id nut to rod. • - Blank boll i"~ x 12" n T _, YP, I\. !" R Lock bar , ,c ~ x I" LOCK BAR 'o ... I i-- 'Bar 2t x ~ ,c 1 '·4~" ---------- VERTICAL HORIZONTAL Attach to insidP. foce of bent ~--'lr-r--,-wol I with b" x I~" strops with 2-1" metal expansion anch~rs Qld''-0" maximum centers DRAIN PIPE ALIGNMENT J---Ploct pipe a, ntor l I _ of column 01 po11lble--'"'t __ ....__ ,---- Bo r Ii • { x O' - I i" Bl onk bo 11 !•"' x 12", Io I 6 ( I yp r co I ) ----,ir:,~.JII Bt 11 recess I wl t,h 41-• f hot1 l"TT-C I¼" Stt •Lock Bor• dtloll DETAIL A I '-6" 1· • I .!,... N • C: L ·-I :I I • 0 I -I I VIEW 0-0 Typ. f u I I SECTION E-E OIIICIN ., .. DITAILI OUAltt Ifill ., s. G. • ID I • - O. Wiman c. Wlllllord Gutter gradt to droln 1'·4" 6" Plosllc I 6 .. , ---1I F'lnl1h Grode t• Typical I AT COLUMN TYPE BENT r-Sldtwolk or Island --"'-t--~, .. , ___ ,_ I AT WALL TYPE BENT ABOVE GROUND AT COLUMN TYPE BENT UNDER CURB 2· -~ 01 .. 1 ~,:I ,_A_S_B_U_l_l._T..,. ...,_ __ .,._ __ -i • No CtHmgH FRAME a Changed •• Marktd As-Bullt C::+-,; __ -•=• l ~~---~~-···---~ ,_.,. ~ < ~ ,~-~ ' • ' ' i i ·-------- NOTES: DRAIN OUTLET Al I pip• to be 6"¢ x 0. 13~" welded tfttl pipe except at noted ond 9olvanl11d If not 1nca1ed In concrtlt, flltl~9• and btndt thal I hove o minimum wol I thlcknttt of-~ All Joint, or connection, ,to be butt wtldtd or eonn1cttd by a steel pipe 1l11v1 and lo bt smooth throu9hout ln1lde of pipe 1xe1pt ot noted, Alt btndt lo bt on l'-6" min. rodlu1 mto1ur1d along l pipe, Al I btnd1 to bt 1mooth. Pipe, not tnca1ed In concr~t• to bt 1upporltd by eultablt golvanlztd hony1r1 110'·0" maximum •pacing lhrou9houl. Galvonlzt dtck drain a111mbly ofter fobrlcot on. C ALIAFORN I A 1 01v1s10N or STRUCTURES 5~~7s; FORD RD/BONITA CANYON DR CICC•IO M CMIC•tD M. Ltwl1 CHlCNID OEPA~TMENT or TRANSPORTATION STRUCTURE ~ESIGN ;;,;~· DECK DRAIN TYP~ D-2 MODIFIED ~.~,.~ll~lf~l~Cl&D~ ..... ~)-----,,--,,•----,---------------.,------,---------...a..~!!.,-10-IN-~-~,C-AL-Lt:-,NII .. N-IN_C .. H r-,~f---,.ii-,--,.-.,--,,-..,..;~~C-U~12!"'•~3~3"!"2--,----,.~1----.. ■-1ftl,,,IT_l_f _•1'-INt __ ..,.. ___ ~w e~ION~DA~T ~. .... Ill ...... D " ~ 0 2 F. A 102540 r1r.,1A"l1v1arJ.. ' t,, --· .... '----------------------,----------....... ~-----------~---,r--~~....,.....----------·-,-•• ,"T ' ' 22 '.7' ---------·-------'-~l-----!.----'----1-~-'--''--~------· blo. I >,. • 1-1'0...., l OIS1' COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS Edge of Deck r------1-----------------~--.J I \ ' A Front Face of Barrier 1 wingwall Layout Line CTyp) 1----------.-----'--------- 1 -------- -----------1 r·------------------' 30'-0" .r Longitudinal / Const Joint ' ---------------------~-' Bridge ' f Bridge ----------------------\ \ ---------1 ---- Deck ~----------------------(See Note 1> I I I __________________ +-----_________________ 'i_Br_id9.e __ ----t.--------- ---------------------~-' 30' ·O" \ I [ ___ -_________________ ; -~ -..... .s:: 0 a. (,) I >, -._ ..... 0 t0:::::; 0 0 ... ,:J a...O C Q. 0 w <{ (/) Wingwall Layout Line <Typ> \Front Face \ of Barrier Edge of Deck I r----------------------- 1 I I I I ·~ I B : : : : : : : : : : : : : -: : : : : :1 .c u .... 0 0 O ... "O a_.O C Q. 0 w ~ (/) NOTES: •4 bar 7 r 1 4v , / BAR CHAIR DETAIL 1 No Scale 12 Ora 73 REOISTEREO CIVIL ENGINEER PLANS APPROVAL DATE PAASGNS DE LEUW1 INC. Two Venture, Suite 550 Irvine, Collfornlo 92718 1lfESS1 AMIN ISL . 4646 •p.6/30/ SKEWED APPROACH SLAB PLAN NORMAL 1. Longitudinal Construction Joints shall be Located on Lane Lines When Permitted by the Engineer. 88/EB Joint Seal Blockout No Scale Pay Limits for Structural Concrete, Approach Slob •5 • Tot 4 ... (.) : N . . • •Sr-IQ 6 .,... •5 (Q 12 •6 IQ 12 •4 ~ 18 • • n. • • Concrete Barrier <TypJ Type 25 Modified •6 X 10'-Q" Barrier Reinf r See "Typical / ,Structure Section" Sht/ Approach C 6 -- AS BUILT a NoChangN a Changed u Marbd A&,Bullt Date: ..()E'-'-...1.. 0 --'--'-----'--'---'--' 1---+---.,.,.,,,,,~~~c-~ . Fi It er \ 1-1. 2,_6,. F obric co Cl. I- L. • 0 (_) • - •5 X 3'·0" © 12 6" Abutment Backwall-it--_ _, : ~ •4~L/o· gi 6 : ~ -i' N For Drainage Details, See "Structure Approach Drainage Details" Sheet ' . ' . ' ' 1/411 x3" Expansion ·,"'-Joint Filler •4 Bar Chairs IQ 3'-0":t Transversely and 4'-6"t Longitudinally. See Detail 1 "'-Geocomposite Drain See "Structure Approach Drainage Details" Sheet r For Drainage Details, See "Structure Approach Drainage Details" Sheet / SECTION A-A (With Joint Seal Blackout) No Scale DESIGN IIY CtCC•EO A ISLAM R MATHUR 1"x12" Treated Timber Place Outside Timber Only where Ground Line is Above Top of Wingwall. Do Not Attach Rigidly to Wingwoll ______ ...,..,- .3'-0" CTyp> Wingwall Layout Line-----------...i SECTION 8-8 No Scale Treated Permeable Base <TPB> Remove All For ming Material Above Wingwoll Before Placing Backfill Against Top Outer Face of Wingwoll Geocomposite Drain __ _ See "Structure Approach Drainage Details" DETAILS IY R GONZALEZ E CICCKED R MATHUR ~ TRANSPORTATION OENE FOSTER BRIOOE NO 55-760K FORD RD/BONITA CANYON DR UC . ,. • I 1----+-..,-------1-CHI-C-<ED--------I ----CORRIDOR AGENCIES OUANTITIES A ISLAM R MATHUR TCA CORRIDOR MANAOER POST HILE 22.50 STRUCTURE APPROACH SLAB ORIOINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 3 cu 12332 EA 102540 DISREGARD PRINTS BEARING EARLIER REVISION OATES-• REVISION OATES <PRELIMINARY STAGE ONLY! 4 IV8/94 SHEET OF FILE ID• /uar3/ls3/s)h/JJ1/drow1n9s/r3313•o• shl 16 22 PLOT DATE, 05-NOV-1994 22•59 PEN TABLE• 233 pen DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Oro 73 Drain Outlet Type B, ~'-"'--....,_-, Toe of Slope •6 x 4' Tot 2 1' • 0" Woll Reinforcing See "Stondord Pion" <Typ) E 111 -Ill >. V) 111 OI 0 C ·a '-0 .... 0 Ill -.E :::i >. 0 Q. ,---------------, 2'-0" I I I 0 I I I I I I Wall Footing SECTION C-C No Scale IIOHOI'' OIOTI FILE ID• /usr3/ls3/sJh/331/drawln91/r33131ad,■ht '" l"\T r'IATi:-, 1>7-t.AAR-199!'1 1fl•!'II! PEN TABLE• 233.aen Wingwall ~ lp,ooch Slab Geocomposite Drain Wingwall Toe of Slope TYPICAL PLAN 0 I N No Scale Bend Reinforcing To Avoid Pipes / Optional Const Joint Top of Footing 1'-0" Cop End 3" Plastic Pipe (Slotted) TPB 0 I ;.. Drainage Pod (Minor Concrete> IY 4" ! 1'-0" Geocomposite Drain Filter fabric 3"¢ Plastic Pipe (Slotted) WITHOUT FOOTING I I ,- I ' ' . 0 . .... DRAINAGE DETAILS No Scale Structure Approach Slab 3" Plastic Pipe (Slotted) Drainage Pad Geocomposite Drain See "Abutment Drainage Detail" This Sheet SECTION A-A No Scale -N 1 2'-0" Below Bottom Of Approach Slob 3".0 Plastic Pipe <Slotted> 3"i Plastic Pipe (Unslotted) PLANS APPROVAL PARSONS D& LIIUW, INC. Two Venture, Suite 550 Irvine, Col lfornlo ttT18 ANDI MULi ,, .... S~3~70~ 6/.3 Geocomposite Drain Geocomposite Drain NOTE: Bends And Junctions in 3"i Plastic Pipe Are 30" Radius Min TPB 1'-0" \... 3"0 Plastic Pipe CSlot ted) WITH FOOTING Filter fabric Top of Abutment Footing Optional Const Joint 3"0 Plastic Pipe -..... <Unslotted) Top of Footing AS BUILT • Noehlnl• 0 Ctlaftll,Ct 11 lllb hod Aa.f!ullt Otte: ..,...,,... BRIDGE NO, SECTION 8-8 No Scale Finished Grode Outlets, See Rood Plans Edge of Footing A ISL AU CHICICED R MATHUR MM ~ TRANSPORTATION 1-=-DE::.:T __ A .:.:.I L..:..s _1-:•::-v __:_R:.....::G:..:O:.:.:N:.=Z.:..:AL::.::E::.::Z:.....:E;..._tCHE;:;.;eiciiiiEo~R::-:-M~A::T:-;-H;:-:U:::R_1 ~~-.---CORRIDOR AGENCIES OESION 55·760K POST HILE FORD' RD/BONITA CANYON DR UC STRUCTURE APPROACH DRAINAGE OENE FOSTER QUANTITIES IY A ISLAM CHECICED R MATHUR TCA CORRIDOR MANAOER 22.50 DETAILS ORIGINAL SCALE IN INCHES FOR REDUCED PLANS a 2 3 cu 12332 , EA 102540 t DISREGARD PRINTS BEARINO EARLIER REVISION OATES SHEET OF 17 22 -~ "" r-:--r--- I I I I I I I I I I I I I t 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 I . I I I I I I I SI .:. a .... i ~ i ' pp 16 if 0,800 I. ou __ ,s;,, , , s f•P••Y coofe#J) .......!!:ll~ , I 27/11 h I•• oquo//y ~ •P.•c• oround • p ,1,. t. t 5 J ... ! I I I TION W-W IS • 2J'-0,,. tot 4 ty11, -~ I•-,.,, m " Pluf pll• with co,,crot• -(6• ■In, 1,,111 -~· in ... I 2"tJl--r ,, 0 , •• I ,s~u, .. 8 PIGc• ""'"' I W) • ... .... Q. • ~ .... .. ~ C: • ... I • . ,.. • ,C, .. IQ. -'" ,. lo • ... .... .... ... .... C ~ ,. C: • C: • ~ I '-2" ScCTION X-X • IS X ZJ'•O" t•t 4 to /Jt /n pl•c• whtn p/lt I~ co•t•---.. __ .... a .~ C) ! .... • I .... • • 1\1 ~ I .... -~ ~ II " • i· C: f-~ l i it 1\1 • - * • 'NI I O ,J may be •ub•tlfuted .. W) II -II tn AL TERNA T/V£ ''X'' •· ,!:: II I a "'C) I • C) 1\1 .. C: • Ii "" 0 Q. \, 0 ... • ~ .. OI C: • ..., SECT 18 X ZJ' .. 0" tot 4 fo bt /n p/ect whtfl pll• I• c•• t. ------- '-3 .. N Y- --------------- • • -. .. Q, .. • C, I.I • ct ~ • - • 'NI I ll ~ may bo •ub•titufed ~ II ~ • ... ,, § ~ i 1\1 H) ca, A T£RNA TIV£ ''Y'' . ' . N•f••• • /, Concr•t• lrl Clo•• IOOC Pit•• •h•II conto/r, no# I••• tH•n 752 pound• of comont ptr cubic ~•rd, 5, Alttrnotlv• "W" pit•• •holl not b• u••d for CLASS IOOC p I I•, 6. Mo11lmum cut-off l•n~th of th• top of tho Al#ornotlvo "X" ond Alfernotlv• "Y" pll•• ,. 10'0". 2, PIie r•lnlorceMe~t e•torldln1 Into footing •ho/I-• httked •• required to provld• c/toronco to to11 of foot/nf, J, ~•PP•d tpl~c•• In oplrol 1111• ro/nforcemont •ho//-• lopp•d BO wlro dlom•t•r• minimum. Spiro/ pll• rolnlorcomont of •plle•• ond of •nd• tholl t•• tormlnotod by• l~!J• ho•k with 6" loll hooked Ground o /onflfudlnol bor or • frond, 4. fl'• r • t • • I 1' Ip• fl I I • (PP) • h • r,,n, # h • C • n # rot: f or h•• #ht option of ,ubetl#utln1 •t••I pipe r,,/th ot l•'•t the equlvolent dl•m•f•r, t:ro•• ooct/ono/ r,,o/1 thlckn••• ond ••ct/on modulu•. • -·-' • • ... C) • I \, • I.I 0 C: 1\1 0 I.I .. ,, C • • .. E .. "" • 0 \, Q. .. .. \, • 0 I,, .... ' .... • 0 I.I • \, ll. DIIT. CCUIIT'I' 19 wlf •ft,nd9rd 90• hook, f J (bundled} grou fod I 4" Dlo. hol• co•t r drilled Info center of pile. _-- Cutoff /1 ~J ___ I IS X 20'-0" C: ... Ii • C) ·' C) ... A TERNA TIVE PILE A FOR PR£5TR£55£D Pl GISTIEMD IENGINKIE.. -CIVIL. AMIN ISL . :t6:t68 AS BUILT • NoChlr,tll 0 Chin~• ... , .. , ·, · A►Bullt Date: , • ...... .J" lor t:oncrot• pll•• 5 "---Io r • t • t I /I I /I • p I I • • Low,,t met of rolnf. \ . "' !: " • co :_[ Cutoff I Int - Pion fooflnf .1 • ..,.,,.n SINGLE VEE-GRO 'GLE BEVEL-GROOVE P/L£ £MB£DM£NT TT JOINTS Not••' /, SI le V•••Groov• p•rmlttod for I po•ltlon•. 2. ln~I• Bovol•Groove permltt•d for horizontal Joint• only, DESIGN NOTES DESIGN, BRIDGE DESIGN SPECIFICATIONS (198~ AASHT0 with Interim• ond Rov I• I on• by CAL. TRANS) DESIGN LOADING, Compr•••lon = 100 ton, (Strvlct L.ood} = 200 ton, (Foc#or•d L.oGd} Tention= JOO ton, (Foct,rod Load} PRECAST PRESTRESSEO PILES Pt= Pro,tr••• Foree Coner• to Stron, th ~• ft: I (oft•r l•••••J 0 28 dGy• • 7,000 pt/ • tron•f•r • 4,000 pol WITH DITCH Bock fill Abutment to Grading Plane Prior to Placing Slope Paving NOTE: For Ditch Dimensions See "Rood Plans" , , , / ,' , , , ,:---- /,' , , , , Slope Rounding 1' -0" M --------- Top of Rolled Edge /~--- Outlet 4" ~ PVC Pipe , , , ,, , , , , 4" 0 PVC Pipe Down Drain, See "Structure Approach Drainage Details" Sheet WINGWALL ELEVATION -Face Of Abutment r--------'1_' ·--=O_" --+------=9:..._"_~3:....i" r To P of Roiled Edge R· 12" 6x6·W1.4xW1.4 Welded Wire Fabric R•6" SECTION A-A Edge of Deck 3/-1 11 Edge Finish Formed Edge 0 I -... AS BUILT a NoChlnQtl CJ Changed 11 Mlftlld As-1:.!ullt Date: -SU&±-,& .. !S • 2'·0" ,,.... Top of Rolled Edge 1"-0" 9" .3" / 1--_:_-=----+.-...::.__---,..,=-.i/ 3/-1 11 Edge Finish ½" Premolded Exp Joint Filler I R•6" . ..,. '-{( r·\( '\ \ ' , ,....,rt. J --·-------- II DIST COUNTY ROUTE POST MILES SHEET TOTAl. TOTAL PROJECT NO, SHEETS 12 Oro 73 (STEREO CIV[L ENOINEER PLANS APPROVAL OATE PARSDNS DB LIIUW1 INC. Two Venture. Suite 550 Irvine, Collfornlo 92718 I I ( yp) J I I I I I I I I I I ' I , , , , , , , orrss, AMIN 1$L . 46468 ,;:; ,§/30/95 l' , , I f'====7('=-==,===/}====I===-<!!~:-//,' I I :1 Or As Directed By the Engineer to Provide Uniform Spacing I I I I I I I NOTE: For Actual Limits of Slope Poving on This Project, See Sketch Below •.3 IQ 18 Mox -0 Outlet 4" 0 PVCD Pipe <Typ) Stiff Broom Finish. Grooves and Broom Marks to be Parallel lo Slope Mo tch Roadway Side Slope-, , , -, Top of Rolled -9 Formed End -.... 12"+ , , 2'-0" , 12"± 2" Expanded Polystyrene •3 Cont 6 x 6 W1.4 x W1.4 Welded Wire Fabric •3 IQ 12 I ... Formed Edge 1 ft Thick Cut-Off Wall at End of W.W. Outside Face of W.W. • This Dimension Becomes Zero When Edge of Deck is at Outside Face of W.W. SECTION 8-8 T I/ -. -. -. ½" _., PREFORMED GROOVE TYPICAL SECTION -CONCRETE PAVING s FILE ID• /uerJ/1e3/eJh/331/drow,nge/r33131lo oht PLOT DATE• 05·NOV•1994 23 01 PEN TABLE• 233 pen Cllli:CKED OESION "A ISLAM "R GONZALEZ E CHl!CK[D R MATHUR ~ TRANSPORTATION i-----+.:::-------+:-=,-------1 ~-c.'-1--CORRIDOR AGENCIES R MATHUR OETA[LS OUANT[TIES •• A ISLAM CHICK[O R MATHUR ORIOINAL SCALE IN INCHES FOR REOUCEO PLANS e 2 3 OENE FOSTER TCA CORRIDOR MANAOER cu 12332 EA 102540 PICTORIAL VIEW OF TYPICAL INSTALLATION -• Abut 1 Toe of Fill Indicates Limits of Payment for Concrete Slope Paving LIMITS OF SLOPE PAVING & DRAINAGE LAYOUT BRIOOE NO. 55·760K POST MILE 22.50 FORD RD/80NIT A CANYON SLOPE PAVING -FULL NO SCALE DR UC SLOPE DISREGARD PRINTS BEARING EARL[ER REVISION OATES -- REVISION OATES <PRELIMINARY STAGE ONLY) SHEET 5 1V8/91 19 OF 22 . I I I • I I I Fae• of-..r'"7 Barrier SKEW 20° ,C .... OI C: ill .J ~ .. v ANCHOR s·ruo . --~-------.--------, , ENGINEER -ClVlL . AMIN !SLAM I PLANS APf'WJVM.. DATE }( £xoc t width to be Temp de ter11tlnefl lly the Engineer, . 46468 !II ~6/30/95 Normal to joint AS BUILT • No Chlngll r/ Gop i--------ffl 'T -, n 0 1 I :; Ill l 1t ~1t 5 80/.. T & PLATE LAYOUT PLAN ® I I :111 I -L ..J.U • j'_g A-325 bolls, rtorh. Torqu, lo 1,0 fl.lbs---._ I : L 4x.3~ ,~ .. nr 4 JV Rec•ssed hole-Typ i"/21 Hole in Bor C:Top of Deck □ Changed• Mw.hel Aa-Bullt Date: 2" • 1 : I•• Ch am fer ---tt-tlf-1,..-- u,, l~1tollotlon bolts extended )"min ond cool wllh bond br,ak,r, Alt•r ,:oncr•I• ho, cur,d, remove 1111#01/ollon bo/11, ln1l0II A-J25 boll, and 1h,,t n,opr,n, • I SECTION D-D ~8" 2" 2" I I I ,--f--1 1----., I I I I t---,+,"""--~----t I 11 II I I I - ' ' VI£W a-a IO" --- Cover If • J\· Jl tJ• wide sheet neoprene -, B,. 2" 2" VIEW C-C JO" SKEW > 20° 2" min z, cl,or 11"x9" anchor studs O 9"l 1 1 (Typ} Bend to cl,ar pavlr,g 1 I I I I notch or wh•n r,quir•d : I at closure pour.---~,---:1 Paving notch or I I Closur, Pour Limits --..J : I I I I : I ~----, Cover lf!..-8ar 6xi,tlB Co v•r ff. J\• x IJ" wld• shttt n,opren• rf Gop/'\ SECTION Match slop• 4><¾" r," Gap 4~ \.. I I ____ _. I Initial Pour L /mi ts £-E ~ of Barrier or Curb face C,over -See "Pion Boll Top of 4 Plot• Loyoul Bar 4 x ¾ ------... R =i " Bar 4 x j 4 Plot, Layout R=i¼ nt" Gop-_.n 11=========1 L4xJxi ~ Stop on hlfh sld• ~ . of deck HIGH SID£ BARRIER DETAIL 1---'--------~--rlJ•xJJ" wide sheet n11opren• --~ I 6.. I ~ . LOW SIDE BARRIER DETAIL (See Note "B") , ,,, ------l} ------ I 6" I ~-~· SIDEWALK DETAIL ' "B.,) i"x/2"-on-chor •tud• 0 9"z I • I.. Clo1ur• Pour Limits I ......_-4--t-Tock w,ld nul lo on1le of 2 lo,:oflons I I L L--~F~:_:.-r,:::~:~ i"xB" anchor .tLd. 0 9"z (5" long \ ) I '-.._ In ov•rhang I "-rlf"xl.3" wide •h••t rieopr•n• I ,-~-Match existing joint width for clo1ur, pour .,._-w---i I I I I 1 .. "0 ".I Expanded polystyr•n• SECTION A-A Joint information Mflv•r,•n r L ocotlon loft ~I Skew Abut. I 2. '.0 1~0 ,?>1' ,s.~11 Abu-I:. 4 31 '-fo • ;1.f, I OO II Not•s Not• s,o,,,r ,:11nter1 anchor studs O 4)•t on lhu11 ~ gl.z ~.;, • 4J'1 9"z - "o" Dlm•n•lon• Wlnl•r Summer s,r1n1 4 ,,,, I ,1 1/'.2. II ·~ h I • v~ II ·~ I II ! f'ull penetrotion buff welds may b• 1ub1tltuted for fillet welds on oil anchor 1tud1, Allernof• type, of on,:hor studs may b• permllltd subJtcl to fh• approval by th, Engin,,r, Joint ••ol a•••mbly to be u1ed In con;unctlon with cloture pour. (See other sheet, for limits). Clo1ur• pour shall not be ploced until flnfll dtclc 1urfflce /1 within lh• toleronc• specified. Joint seol ·"•••mbly lo be lobrlcated In 14' mox ltnglh1. U,e Joint ot crown of roadway, of ony chong• In tron•v•r•e slop• In deck ond of chon1•• In horlzonlol direction. Pio,:, oth,r Joints at or near Ion, lln••· All melol parts to be golvonlz•d ofter fobrlcotlon. Sheet neoprene lhflll b• lobrlcoted In one contlnuou, piece or Joints shall be vulconized. N,opr•n• •'foll be fobrlcoted lo bend around corners. I• hol•• In neoprene •h••t• 1holl b• drllltd or punched 10 thof the neoprene 11 not dlstort•d of th• time of ln•tollotlon, Note "A" ln1,rt 011,mbly or exponsion onchoro1• for i" x J,j" A -.325 bo It, Note "B" U,e lh• Sidewalk Detail of all sidewalk Joints. Us, fh• Borr/er Oetoil of both 1/de, If th, roadway Is crowned or If th• dlff•renc, In el,votlon b,tw,,n th• •nd1 of th, 1,01 i1 0,5' or 1,,,. I --------~~':':""!":==-~~~--------,--------------.---:;":;!'':";':;~---r-----,---..,.-:=:::-::--r----------•"olla' •· .....,..._ ____ ..... • "'" ST ANO ARD O_R_A::W~N~G:---r;;-;;ii:'ii .. ;.iiii''ii.~=-=-=-=-:---, ST A TE OF' e,ucaa: HO. l-::"'~L•="~o.:..,;>S~l:!:2.::-m7 r;•~•;:r•~r.•;-;;;-~~~rr::-:;:::io:=~i~.~::;,~ 3JZ_-•-.;,,~ CAL IF QR NI A DIVISION Of' STRUC~URES s~;~~ DIIAIIINI 4/90 f:IITAl&.I •w.r. Svoboda H. 1-ferr ~ STRUCTURE DEC::IGN DATI 1---.......,:;.:,,;,,,;.~~------1 DEPARTMENT Of TRAN~ORTATION T 22.50 •..,n,101Y C.W. l?urkl•• m cm 1147A !CG ... I FORD RD/BONITA CANYON DR JOINT SE~L ASSEMBLY MAXIM M MOVEMENT RATING= 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 11 I -· I I I I I , I I I I I I , I I I , I I I I I ! l l I ·;;; 8 g ]ii] file] ll l; ., Cl -~ S! I I I I Cl • Cl Sl - 11 ! !1 i S! ! I j I 1 A ffi ~ !!1 I 0 I ...,E 5 I ♦i "' I ·i l N ., II \!!~ Sl I I I I I ! l 0 N • .... - f t! ~! i i ! ! u ¢=1 TO S4N OIEGO ELEVATION /80------ IOU 159' LT OF t ROUTE 73 STA. 1083+ 14 /Q8J SR 7.3 /70 ------- ELEV. 165.8 H33102 ______ _ /60 150-- H FILL: (CL) Brown SILTY L___,....____,, CLAY with S (SC) Dork brown CLAYEY SAND, with GRAVEL, medium dense ... layer of ton brown SILTY SAND Tan SILTSTONE with rlne SANO .......,--,--, __ ... pink ASH intermixed with SILTSTONE ... col1che deposits .. ton SILTSTONE with SAND, ASH deposits and collche ELEV. 165. 1 ,.,., ,.... --· DIST COUNTY 12 ORA ROUTE 73 POST MILES TOTAL PROJECT PROF"ESSIONAL ENGINEER SHEET TOTAL NO. SHEETS -"'·· ,-1"""1, , ~ •• ~)~r Ji.... !J· • . _). .. ., ~ ----------------------- EBH9JJ SB '"'" ORIGINAL GROUND SURFACE ALONG ROUTE 7 3 ct IQN /OH ---+--- $Ht34 AS BUILT 8NoChlngte a Changed II Mathed AS•Sullt Date1 80 -R 3 311 5 -c ONT I Nu ED ----l - PLANS APPROVAL DATE M&T AGRA CtJottJchn/cal and EnvironmtJntal StJrvice-s 1290 North Hancock StrtJdt AnohtJlm, Ca NOTES: I.) El.EVAnoN AMO L~l70N 8fSED tw SVHVEY BY Cli'EINOi' 0/CIN.ml'WC. 2.) 6t'HINCS LCJ6GEl) BY HWI ~ ST,VT 0$/Mrnl' AM? tu~ L(IA',( AM? ff/J ,PH/,U.4S, PntVECT CEO/.OCIS!S: J) $ f'Hl11'0(JS BGW/NCS f'Oi'/tWAIEl) BY NOi. Tl" ANO ASSOCl,ffEY. -1.} BENCHM«K -AISI. ELEY. 20(}. I 7.J, TOP OF CONCHElc MST, 0.J' Al/lE At:WIHOST ALc:'.AW ll-lE ~li4 c-w>t?N Ha40 ~ 1HE INIFHSECnoN OF COH:JIF c,wn:w ~ 75 f'E"ET SO<IIHEAST OF ll-lE CENIFHLINE OF ~li-f owmv Ha4P. ELEVATION I') ,.... ----------------------/80 ~ 0 oc (al~ ------------------------170 lJ_ + 0 <O co ~~ in< H33106 co 1--_,:,....:..;::e_::::......:.-:-=------------------/60 -(/) {CL) Block SANDY CLAY _ (SP} Olive-green gray fine to __________ /JO medium SAND ALLUVIUM: (CL) Dark gray fine SANDY CLAY, voids, stiff _ --·t1{,ty gray fine SANDY -----------120 (SP} Olive-green gray fine to medium SAND BEDROCK (TOPANGA FORMATION- ----__ ... pink ASH ---------,..,..,.,.....,..n-, 7Trilll1111~h-.1..nw-=:::::=~~""' LOS TRANCOS MEMBER): -----------/ /0 Blue green and brown SILTSTONE ... ton SILTSTONE 90 ---------PROFILE STA170NINC (f ROVTE' 7J) HORIZONTAL SCALE : t" = JO' VERTICAL SCALE : /" = /0' 1082 CHECKED BY D. DAHNCKE /OBJ 1081 DATE 8-24-94 Mottled gray white fine SILTY SANDSTONE Gray white highly induroted SILTY SANDSTONE, hard -drilling 40-----~-------...a...-----1 ~ -- > > > 4 > ----7-11-93 ... color change to mottled brown gray ... 1• SANDSTONE layer -----------/00 ... brown and gray laminated SILTSTONE ... mottled gray brown CLAYEY SILTSTONE ---... brown CLAYEY SILTSTONE ----------90 with gray fine SILTY SANDSTONE layer 1-----------------------------80 ~ TRANSPORrA170N CORRDOR AOENCES ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 8-24-94 1086 CENE FOSTER TCA CORRIOOR MANAGER cu 12?:,!>2 EA 10.2. s ◄o 1087 JOB No. 192-233 55-760K FORD RD / BONITA CANYON DR UC POST MILE 22.50 LOG OF TEST BORINGS No. 1 DISREGARD PRINTS BEARING REVISION OATES PRELIMINARY STAGE ONLY EARLIER REVISION DATES ---22 r----------------- llU' t~tflJ - --- - - - -- ------------ ------------------------------------------------------------------· I . """ "'"' #-SCb fASl1/ 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 } ] VI Ir i l ©G t l } I i ] e, Q. ~ j ! @(!)~ l ... ~ j I I 0 ... § ltil1 Jill~ si S!I~ I I ! ~ S! ! l I , I I t ~ j J !J Ji j J ii 1~ Ji! I I lo I!! ~ ··- :I~ II i ~ oii'f I ! N~ .. j C .. .. J N ♦ -"' .. -S! S! I I I I ~! ON .... -,, j !J 'i j ? TO SifN IJ/£CO f(J,f/J f()U 1062 f(J,f/J SR 73 ~ ELEVATION ----------------------- l()d$ fOl/6 /Olli 1065 -1-------t--- - G' ~ , ,, _ .. ,ciOll AS BUILT • NoChangH CJ ChangedaaMarlaNI As-Dullt Cate: -===:..l PLAN SCALF: IN = JO' DIST COUNlY ROUTE 12 ORA 73 POST MILES TOTAL PROJECT SHEET TOTAL NO. SHEETS r~ ~ Na. C 0~716';, PU.NS APPROVAL DATE xpl ~2~-~J_l_-~!J.~'5 M&T AGRA C/VI\. OF' CAIJ Ce1ote1chnlcol ond £nvlronm~ntol S~rvlce,s 1290 North HoncocK Str~e,t Anoh~1in, Co IIIOfn· I.) ~K -I/SI. El.Ev. .2()().17.X TOP OF ~HElc POST, a.? 1111.£ NON~ST AL~ n-t£ 60NITA OfN/'tlN li'CUO fli'O,fl HI£ /Nll:RS£CllON OF CO/'t1!£ OfN>t:W RGWLJ, 75 ff£T SOU!HlJ4ST OF IJ,I£ CENIF/i't.lNE OF BONITA Oltm:W RGWo. THE DATA INCLUDED ON THIS LOG OF TEST BORING HAVE BEEN EXTRACTED fROM THE GEOTECHNICAL/MATERIALS REPORT FOR TCA CONTRACT No S90-09. THIS REPORT W"-S ISSUED BY NOLTE ANO ASSOCIATES ON JANUARY 7, 1991 . M&T AGRA, Inc., HAS UNDERTAKEN A REVIEW Of THE REFERENCED INFOR\AATION AND CONSIDERS IT APPROPRIATE FOR THE DESIGN Of BRIDGE No (s) 55-760K, 55-760L, 55-760R, 55-760S. HOWEVER, M&T AGRA, Inc. DOES NOT GU"-RANTEE THE "-CCUR"-CY ANO COMPLETENESS Of THE ORIGINAL BORING DATA. -~ ELEVATION 180 ----------------------------------1---------------------!'----------------~ ~~"'------~------------------/80 ORIGINAL GROUND SURFACE ALONG ROUTE 73 ct 170 ----------------------------------- " H-933 110---------------------------- 10-13-90 ===--I'- ~ :::, ~o ::,__ ___________ t ~-------------------170 ID LL CXl 0 0 ~ ~ H-934 ~ ;., 158.Q'-Vl fD __ PROFILE /60 HORIZONTAL SCALF: I"= JO' ________ /00 VERTICAL SCALF: I" = 10' 90------------------------------------------------------------------------------------------90 ST.4TION/NC (f ROVT£ 7J) DRAWN BY CHECKED BY 1082 JOE MAGLIATO D. DAHNCKE NOLTE & ASSOCIATES FIELD INI/ESTIGATDR 10-13-90 DATE -------- f08J /081 ~ TRANSPORT.A TION CORRDOR AGENCES ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 '.-s "'! 1, I '. ,, .. ' 108.5 1086 1087 JOB No. 192-2.33 C£N£ FOS!E'R 55-760K FORD RD / BONITA CANYON DR UC TCA CORRIDOR MANAGER POST l.41LE 22.50 LOG OF TEST BORINGS No. 2 cu 12.~?>2 DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY F EA I0'2.5't0 EARLIER REVISION DATES ----'2.2. ,... ··--------- ' I EVC 1081•50.00 Elev 197.42 BVC 1097•32.92 Elev 190 14 EVC 1079•68. 76 Elev 200.04 BVC 1092•34.01 Elev 193.12 DIST COUNTY 12 Ora ROUTE POST HILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 73 -0.461/. PROFILE GRADE $, NB Rte 7 3 No Scale -0.551/. PROFILE GRADE $. SB Rte 7 3 No Scale 314'-0" Total Bridge Len th Measured Along ~ NB Rte 73 ' r.,; II \\ 1 "' .. -:;--;--.... Abut 1 1½ __ --------------------~ I I I I _______ _ -~~~---()~1~:,~r-\_·;;;r-;x--~~-~---------~NS Datum Elev CTypl 130:00 1082+00 55"MWD~,, Bent 2 i NB Rte 73 ·-' ;_.,,J_ 'n-, ,' 1084•00 L..,. -,-,L.-,--1 .J ...... J I I I I II I I II bJ IJ,J bJ bJ bJ Bent 3 SB Rte 73 Min. Vert. Clearance 20'-1" 1085•00 1083•00 ELEVATION Scale: 1" •30' CNB Rte 73 Shown) (SB Rte 73 Similar> l PCC 62•80.88 Ford Rd/$_ Bonita r--<2 Deck Drain Type /:--~----D-2 Modified-----, ,' ...... ,:.;: ..... _ I ,' ,r--=============;~ ::c====== 1084•17.64 P.O.T. S SB te 73· , ' I SET/Z.EHEAI T ,1,ftJ/vtlKEAITS SET~"CtJPPERA/.4/L.S IN BARR/ER R.4/L (TYP/CAt.) 66•13.96 P.O.T. ct Ford Rd./Bonito Canyon Dr.' I I I I I I I , 38J ,' ,' 5 To Son Diego ' I 1082 1083 88 1082•47.54 Elev 198.51 ' 1082 ' ' ' 88 1082•18.54 / / Elev 197 .10 ,' ,' 5 Top of Fill ' ' I / / I ' ' 26° 28'00" Skew (Typ) I N69° 24'23"W N69° 24'23"W 1085 08 Toe Fill LIST OF UTILITIES Location Utilit No. Owner Descri tion !NEER ortss, ANDI MUL Future Utility 24" X 0.250" Thick Welded Steel Pipe. TCA Highway Facilities PLANS APPROVAL DATE . S 3700 ;;; 30/9 TUR or C>.\. ,~ NOTE: All (AsBwlt) corrections are rfone m ITALICS with RED /Nii ~ SB Rte 73 44'-0" PARSONS DI! LEUW1 INC. Two Venture, Suite 550 Irvine, Col lfornlo 92718 1'-9" 10" -0" Shld ¾"x10" Beveled Recess CTyp) Canyon Dr ~ : I a I L.1--.J r-------, I I 71'·6" 48'-0" -21. 10'-0" 1' -9" Profile Grade Shld i Rte 73 44'-0" 1'-9" 10'-0" Shld i. NB Rte 73 59" -6" 36'-0" 10'-0" Profile Grade Shld -2"!. 2 ~ D r /4 Profile Grade C Typ>'-==j===-~====-~=1:::=::;d~=:::;::~ Concrete Barrier Type 25 Modified CTyp) Cast-In-Place ~-'-t;----.-Prest res sed Con c -r-~•1;---,...,.. 1'-9" 3/<1"x10" Beveled Recess CTypl I I I.. W / 0-"--,------L ______ , ______ ,7& Box Girder (Typl r'------••,-Y I "' L /~-----------------,- 10' Dia CIDH /: : 30" Dia CID~, :, ....! : 10' Dia CIDH _,,,-, , Piles F coting ',--,T-,r-n--,r-Tl--w -, .. I I ' I I I 1,--"-,r-n-~r·T~-w-,~ I II II II II II II I 8 t 3 (T ) , " 11 11 11 " " , Shaft Bent 2 : : en YP l~J(~J(~J(~)(~)(~J(~) CTyp) , _, , Shaft Bent 2 : : <Typl ~--->, ) EB 1085•61.5 Elev 196.80 1086 Top of Fill EB 1085•32.54 Elev 195.66 ... _ .... _ .. D-2 Modified .. II( CEA I IFICA110N: The improvements have been installed 1n substantial compliance wrth the lines and grades shown on these As-Built plans and with the quality criteria set forth 1n ~e pro]8ct spec1llcall0ns . /; /' TYPICAL CROSS SECTION ~:_.),, __ ; ~~:~~Jb.Jt~Jt~J(~)(~J 30" Dia CIDH Piles Foo ting Bent 3 CTyp Scale: 1"·10' INDEX TO BRIDGE PLANS 1 General Pion 2 Deck Contours Plan 3 F oundotion Plan 4 Abutment 1 Layout 5 Abutment 4 Layout 6 Abutment Details - 1 7 Abutment Details - 2 8 Abutment Details -3 9 Abutment Details -4 10 Bent Details - 1 11 Bent Details - 2 12 Bent Details -3 13 Bent Details -4 14 Bent Details -5 15 Typical Section -1 16 Typical Section - 2 17 Girder Layout -1 18 Girder Layout -2 19 Girder Reinforcement -1 20 Girder Reinforcement -2 21 Miscellaneous Details - 1 22 Miscellaneous Details - 2 STANDARD PLANS DATED: JULY 1992 AlOA Abbreviations A108 Symbols A62-C Excavation and Backfill Bridge -Limits of Payment 80-1 Bridge Details 80-3 Bridge Details 80-5 Bridge Details 80-13 Bridge Details 87-6 Deck Drains -Types D-1 and D-2 87-1 Box Girder Details 87-10 Utility Opening Box Girder 88·5 Cast-In-Place Prestressed Girder Details 811-53 Concrete Barrier Type 25 814-5 Water Supply Line (Details) -Soffit Access Opening 099-8 Edge Drain Outlet and Vent Details NOTES: G) Paint "Ford Rd./Bonita Canyon Dr. Under crossing" ~ Paint "BRIDGE No. 55-760 R/L" Metal Beam Guard Railing. See "ROADWAY PLANS" Slope Paving, See "SLOPE PAVING-FULL SLOPE" Sheet Structure Approach Slob I' .-t--.:~~~~~==-::i==.==~' ~-i::::!=.~=~~~===f=-~t:::!:::::.~~=##~-- ~'..f.-.!;~l!L~--,.""'"1_0+-e2_,.__....;;;,~~--:"--~,-,...-~~~~~--fli---t----=--+--,~/---10+8-5 __ -fr~~-+----1,08_6 I l083. •. ~?'Manager 23 Deck Drain Type D-2 Modified 24 Structure Approach Slab ? <:ft£ . .!f? ,:;oA;fa Date 25 Structure Approach Drainage Details ASBURANCE· Tt,e improvements r,ave been 26 Slope Paving -Full Slope Q) @ @ ® (!) @ ® ® ® @ Minimum Horizontal Clearance .,-,; NB Rte 73 I' ---------r.o I'") @15'-3" To Newport Beach 0 ... s=",; ' I t .. N69° 24'23"W I I f 0$' I ' 2 I ' I I • I ' I I I ' • ,.. ' I . I r-. -tG, I I I I I I reviewed and found to be accurately recorded 2 7 Pile Detail -Closs 100 8c 100C b;theAs-Budt plans. 28 Joint Seal Assembly r~EMRE (Maximum Movement Roting•4"l '; 2"!t:t-29 Log a f Test Boring -No. 1 l-'.Date 30 Log of Test Boring -No. 2 ____ , __ 1 ________ ___, 31 Log of Test Boring -No. 3 .32 Log of Test Boring -No. 4 CURVE DATA I I 2 3 284 ,'285 / I I (D Ford Rd./Bonita Canyon Dr. Standard Plan Sheet No. I ' 282 / I l. Romp 8 C_2 Deck' ~rain I -L ------r I Type D-2 Modified PCC 68•69.07 PLAN Deck Drain Type D-2 Modifie'd 1083•88.30 $. NB Rte 7 3 R•2400' Ll•05° 4 7'29" T •121.40' L•242.59' R•2405.91' ll ■05° 43'45" T•120.39' L•240.58' 55" MWD -----: ' Scale: 1"·30' 67•1 .04 Bonita anyon Dr IY CHECKED ft.#-~2s ti~ OATI ' DESIGN DETAILS •• CNECKEO LAYOUT •• CHECKED /~ TRANSPORTATION 1-------Jr-cn-R___;G...;;O_N..;..Z_A..;;.l...;.;.EZ'-'--'E;;;..__r:CHE-:,C:-KE:-:-O-R_M_A_T_H_U_R __ l-__ -+-.,-A_IS_L_A_M ____ -+:-.._-.... -:---c--R_M_A_TH_U_R __ r<C-~~ A~~ CORRIDOR AGENCIES ouANTITIEs A 1sLAM R MATHUR SPEc1F1CAr1~ M MOHSENI r~~ED A 1sLAM LOAD FACTOR LIVE LOADING• HS20·44 AND ALTERNATIVE A ISLAM R MATHUR DESIGN ANO PERMIT DESIGN LOAD GENE FOSTER TCA CORRIDOR MANAGER BRIDGE NO. 55-760R/L POST HILE 22.50 Concrete Barrier See "ROADWAY PLANS" Soffit Lighting, For Details See "ELECTRICAL PLANS" Conduit for Future Electrical, See "ELECTRICAL PLANS" Install Conduit for Soffit Lighting, See "ELECTRICAL PLANS" 1½" Conduit for Future Use, See "ROADWAY PLANS" Pull Box for Soffit Lighting, See "ELECTRICAL PLANS" Point of Minimum Vertical Clearance. .·:. For Deck Drain Layout, See "Girder Loyout-1 St 2" Sheets For General Notes, See "Deck Contours Pion" Sheet For Quantities, See "F oundotion Plan" Sheet For Pile Data See, "Foundation Pion" Sheet FORD RD/BONITA CANYON DR UC GENERAL PLAN ORIGINAL SCALE IN INCHES FOR REOUCEO PLANS 0 2 3 cu 12332 EA 102540 DISREGARD PRINTS BEARING EARLIER REVISION OATES -- REVISION DATES <PRELIMINARY STAGE ONLY> 4 1 3/8/95 SHEET 1 OF 32 FILE ID• /usr3/l83/sJh/331/drow,ngs/r33t1bgp sht PLOT DATE• 09-MAR-1995 09•04 PEN TABLE• 233,pen • Abut 1 199~~ 199 1082 I I Approach Slab 1083 I Approach Slob ______,-. . • • • • • • • 196 I I Abut 4 Bent 3 Bent 2 D Structural Concrete, Bridge ~ Cost-In-Drilled-Hole Concrete Pile 197 ~ Structural Concrete, Bridge Footing Im! Structural Concrete, Bridge Cf'c•4500 Psi Q 28 Days} ~ Structural Concrete, Bridge (f'c•4000 Psi IQ 28 Days} ITIIlI] Structural Concrete, Approach Slob CONCRETE STRENGTH & TYPE LIMITS No Scale ~ Ford Rd/Bonito Canyon • • I ,I 198 195 of Deck 1 of Deck Cf_ Rte 73 1085 I Edge of Deck • • Edge of Deck 196 • • • • • Ol I r-- ~ Approach Slat- Ol I Ol l{) Ol I ..... ..... 'v.' ">/ Approach Slob ..... , f· Qj/ C::JJ.' I F"ILE 10' /usr3/is3/SJh/331/drow,nc;is/r.3.311con shl 01 "T l"'\ATC-• f"IA-~ll'\\1-100.A. tn•?ti P~tJ TAAi e:"• ?"\"\ nflln Notes: Deck Contours Intervals ore 0.2' a Indicates Even Foot Contours -1 ~- QJ~I ~I I x Indicates 10' Intervals Along l NB & SB Rte 7 3 Deck Contours Do Not Include Camber DECK CONTOURS Scale: 1" •30' DESIGN IT CHECKl:0 A ISLAM R MATHUR IT R GONZALEZ E CHECKED R MATHUR ~ ~--1------+----t~ BY CHECKEO DETAILS OUANTITIES A ISLAM R MATHUR ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 TRANSPORTATION CORRIDOR AGENCIES 2 3 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Oro 73 ~\I.OfESS104:_.-f( "-~ «:: s-1-~ M AMIN 15! AM i w , 4f468 "" is+EREDCIVIL ENGINEER PLANS APPROVAL Oi'ITE -I< Exp. 8/lQ/95 Jt PARSONS DE LBUW9 INC. • "'4-,,., CIVIL \\~~"'t-ll---t Two Venture, Su I te 550 or C"-\. • Combee Une <Typl \ ;:: . r ..... . Irvine, Col lfornfa !2718 . N ... a,I \..• en, ' -, ..... :, I ~i ' ~, 0 0 0 'I◄ DESIGN: -0 0 . 0 ½ DEAD LOAD: LIVE LOAD: 0 0 0 3/,i ' Ni ' ..., I c, a, I Q'.l ' ~! \\ ci 0 i;◄ ½ 0 . 0 0 0 0 0 0 . . 0 0 0 ¾ 'I◄ ½ 3/., ' . I O'>J '-' m, ,.,., ' ... I c' a, I Q'.l' I ' ~, +'' :, I ~i Cc,)J' I ' <.,>IJ Notes: Camber Does Not Include Allowance For Folsework Settlement • Parabolic Between Points Shown CAMBER DIAGRAM CR 8c L BRIDGES) No Scale GENERAL NOTES LOAD FACTOR DESIGN Bridge Design Specifications (1983 AASHTO With Interims And Revisions By Coltronsl Includes 35 psf For Future Wearing Surface. HS20-44 And Alternative And Permit Design Load. '1/114.{t'i ~ r;I\Tr SEISMIC DESIGN: Peak Rock Acceleration • .50g Depth of Alluvium • 10 to 80 Feet ~ TCA Seimic Design Criteria. AS BUILT REINFORCED CONCRETE: fy • 60,000 psi • Nu aa:r.,aa "/ .( , • •· • , a Changed u Clall'lllcl As-Built Date: f'c • 3250 psi Unless Noted Otherwise n • 9 Transverse Deck Slobs (Working Stress Design} fs • 20,000 psi fc • 1200 psi n • 10 PRESTRESSED CONCRETE: See "Prestressing Notes" on "Girder Layout" Sheets OENE FOSTER TCA CORRIDOR MANAGER CU12332 EA 102540 BRIDGE NO, 55-760R/L FORD RD/BONITA CANYON DR POST MILE 22.50 DISREGARD PRINTS BEARING EARLIER REVISION OATES_.., DECK CONTOURS PLAN UC SHEET OF 2 32. 1084•17.64 P.O.T. S SB Rte 73• 66•13.96 P.O.T. C Ford Rd./Bonita Canyon Dr\ 1082•49.12 To Son Diego --0 1082•20.12 I / 1082 -0 I CURVE DATA ct_ Ford Rd./Bonita Canyon Dr. PLAN (D R•2400' @ R·2405.91' ~-os· 4 7'29" t:i-os· 43'45" Scale: 1"•30' T•121.40' T•120.39' L•242.59' L•240.58' · (d.fi.1l-k1AP; Ir A !SLAM •• A !SLAM PHOTOORAHHETRY AS OF• ORAWN DESIGN s er "GREINER, INC. Ir c,.,,rw.ii.m. n:fM· 1 SURVEYED TRACED R GONZALEZ E DETAILS A !SLAM ar ar er A ISLAM ,i ~s::: FIELD OIECKED GREINER, INC. CHECKED OUANTITIES A !SLAM tlOM a,~ OAT< f flt..E IC /usr3/is3/sJt'll331/drawin,;is/r3311fd1 shl !>LOT D"ToE• 09·t.lAR-199!> 09,0!> PEN TABLE· 233 pen PCC 62•80.88 ~ Ford Rd/l_ Bonita Canyon Dr C>f!CKED R MATHUR CHECKED TRANSPORTATION DIST COUNTY ROUTE POST HILES SHEET TOTAL TOTAL PROJECT NO. SHEETS PILE DAT A-CIDH CONCRETE PILES 12 Ora 73 Design Loading Location Diameter <Service Load) Bent 2 L 120" 1160 Tons Bent 2 R 120" 965 Tons Bent 3 L 30" 200 Tons Bent 3 R 30" 200 Tons Abut 4 R 24" 100 Tons AS.iBUILT 0 NoChlnQ'll"f_:• ■ Changed u Martcld As-Built Dots .• : ===:..1 ...._ ______ _ Cut-off Elev. 166.0 167.5 Specified Tip Elev. 106 120 109 115 145 ' !NEER orrss, u ANDI MULi Ill! .... s 1100 PLANS APPROVAL CATE -IC 15/JO 1---------------'.\ RIJCTUR PARSONS DE L.EUW1 INC. Two Venture, Sul te 550 or Ct.\. Irvine, Cal ifornlo 92718 PILE DATA CLASS 100 C PILES Design Loading S~ecified Probable Oversized Predrilling Location < Service Load) ie Elev. Tie Elev. Bctl!:icn cf 1::lcl1: E:11:ll:, Abut 1 L 100 Tons Abut 4L 100 Tons Abut 1 R 100 Tons BENCH MARK •1 OCBM 3DD 4 70 126 121 165 125 120 165 137 132 168 About 0.2 of a Mile Northeast Along the Bonito Canyon Rood, from the Intersection of Coyote Canyon Rood; 186 Feet Southwest of the Center of a Bell System Telephone Company Manhole Cover, 75 Feet Southeast of the Centerline of Bonita Canyon Road, 5 Feet Northeast of a Powerpole Number 18616420E, in the Top of a Concrete Post, 0.2 of a Foot Above the Ground and About Level with the Center of Bonita Canyon Road, Witnessed by a Steel Post, 1 Foot Northeast. Elevation 200.173 Adj 1976 BENCH MARK •2 3FF 8 77 At the Intersection of University Drive and MacArthur Boulevard <Corona Del Mar Freeway}, on the South End of the Southeast Wingwall . of the Overcrossing Bridge, Set an Aluminum Cap with Epoxy Level with the Wingwoll. Elevation 57.08 Adj 1994. ESTIMATED QUANTITIES Joint Seal Assembly 12" Neoprene Strip 24" Dia. CIDH Pile 30" Dia. CIDH Pile 120" Dia. CIDH Shaft CMR•.3"l Furnish Piling (Class 100C> Drive Piles (Class 100C} Slope Paving Structure Excavation <Bridge> Structure Backfill <Bridge) Structure Concrete <Bridge} Structure Concrete <Bridge Footing) Structure Concrete (Approach Slob> Bar Reinforcing Steel <Bridge) Prestessing Steel Miscellaneous Metal <Bridge) Concrete Barrier <Type 25, Modified> NOTES= 293 293 400 1,920 '.l 1 5 2,579 50 206 1,209 609 3,930 555 305 1,498,457 153,488 7,400 1,496 LF LF LF LF LF LF EA CY CY CY CY CY CY LB LB LB LF \ Relo;1secfT6-r /:0nstri1ction-! ,,,--0 Denotes Elevation at Bottom of Footing ' For Limits of Structure Excavation 8, Backfill, See "Miscellaneous Details-2" Sheet. 11~~ BRIOOE NO, 55-760R/L ~: Indicates Driven Concrete Piles. ,:, Indicates CIDH Piles (24" Dia. ~ 30" Dia.> Q Indicates 120" Dia. CIDH Pile Shaft FORD RD/BONITA CANYON OR UC . ' ' ' ~ R MATHUR CORRIDOR AGENCIES GENE FOSTER POST MILE C>f!CKED TCA C~RRIDOR MANAOER FOUNDATION PLAN R MATHUR 22.50 ORIOINAL SCALE IN INCHES cu 12332 OISREOARO PRINTS BEARING FOR REDUCED PLANS 0 I 2 3 EA 102540 EARLIER REVISION OATES SHEET OF 3 32 -oc I --:::f N..., i NB Rte 73 \ \ \~ \ \ \ \ \ \ \ \ \ \ \ 4" x 12" x 15" Elastomeric \ Bearing Pod (Typ) , \ [ See Detail 2 on \ "Abutment Detoils-2" '· Sheet ' \ ---.... ' , \ I 8'-1" 3 Spaces O 9'-0" • I• •i. 27'-0" I I 49'-11¼" 59'-91/8" <t Rte 73 \ \ \ \ \ \ PLAN 1 SB Rte 73 \ \ \ 4" x 12" x 15" Elastomeric Bearing Pad <Typ> \ I I 1 ' 1'-5¼'~ _7_'_-9_'/._◄_•~• ! ____ 4_S~.::i_c_e_s_(Q_9_'-_6_'_' _·____:_3_8_'-_0_'_' __ -....;.!S,_'_-_8_1/:-=-2"i 73'-2" '",--Edge of Deck \ \ \ Scale: 1/s"•1'-0" 52"-6" 5 S aces Q 10'-0" • 50'-0" t NB Rte 73 \ \ \ . \l'-.3" . \ \ \ i . 12'-0" 8"-9" I •• •1 -1 -, I I -7,-----·-.._---;--·-·-·--• . .-,-·-·-·-·!:"".--·-·---i_7 ·-·-·-·1\ ·-·-·-·1•· -Abut 1 R -----·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-·-· ----·-·-·--~------- +!~ -----. --~ ! . -. -. -. -f }-----. -. f }-. -. ---t.Jr-}--• -• --_.I~---• ----2-!-- I I , r • II • '' \ Abut 1 -Et.------ .. , L,. -- ~ SB Rte 73 \ \ 12'-6" . \ 1·-11·~ . ' 9'-'311 ' ' \ ' I . I \ ' I . ,, ' ' . 66"-2" 7' -4 II 6 Soaces Q 9"-3" • 55'-6" ' . . ' I I ' ' I I . ' qt ~\ I •~ .,. I .. ----"" I ·-·-·-·q-,\ ~-----+~i-·----~-L·-----4~-------~l------~-L------•~------·~•--_, -· -· _, _, . ------·-·-· --------------·-·-·-·-----·---·------------------------------· . .,:!, ______ .... 1'~ • I • I • I •L :.J --1 \ .,:• • - • - • -~,7 .. - • -• - • ~,,· - • - • -• ~ -,-- - • - • -~' • - • - • --~'. -• -• - • ~} - • -• -.. -t.,,'•L -• '°'" I 1 , , , , ' \ ' I . I ' \ ' --(0 I -,.... II DIST COUNTY ROUTE POST HILES SHEET TOTM. TOTAL PROJECT NO, SHEETS 12 Oro 73 fESS1 !STEREO CIVIL ENGINEER AMIN ISL ,., . 46468 ,., PLANS APPROVAL DATE •r 6/30/9 PARSONS DE LEUW, INC. Two venture, Suite 550 Irvine, Col ifornio 92718 2" Cir (Min) Match With Girder Recess Match With Girder Recess I. r-1 .. DETAIL 1 NO Scale NOTE: For Dimensions See Detail 1 on "Typical Section-1 8' 2" Sheets , 4 Spaces o 10'-0" • 40'-0" , .. \_ 6'-0" •6\ (Q Top Be Bottom \__Footing Reinf. Mots. 6,_0.,Typ. Both Ends 9"-3" ! ! 10'-0" i I I 9"-2" . I FOOTING PLAN ~ 1 " Scale: 1/e"•l'-O" 7 Spaces (Q 9'-3" • 64'-9" I ' ' \ 6'-0 •6 ~ 82 Top Be Bottom ~Footing Re inf. Mots. 6,_0.,Typ. Both Ends ASiBUILT . ' • NoChengu: • • D Changedu~ As-Bullt Date: Top of Slope Paving Detail 1 Top of Slope Paving 0 I r~ -~~----------·------, I L-~-~----•-••rT•••••••• I I I I I I I I ¥ ~ I II -------------------------------1-r--------r~--~• I I I I I I I I ~ ¥ r--r'·------------------------------------------------------ I I L-T,L--------r~--------------------------------------------- I I I I I I I I ~ ~ ELEVATION Scale= 1/s"•l"·O" DESIGN BY A !SLAM CHECK[D R MATHUR DETAILS BY R GONZALEZ E CHECKED R MATHUR ~ TRANSPORTATION CORRIDOR AGENCIES OENE FOSTER IY CHECK[D TCA CORRIDOR QUANTITIES A ISLAM R MATHUR ORIGINAL SCALE IN INCHES cu 12332 FOR REDUCED PLANS 0 I 2 3 EA 102540 ----0 c ' ·- ------------ - - - - - - --r--·11N :E. I II --------·-rr---------~r-~1 I I I I I I I I ¥ ~ Detail 1 NOTES: For Section A-A See "Abutment Detoils-2" Sheet For Section B-B See "Abutment Details-1" Sheet All Piles Not Shown for Clarity C) Indicates Vertical Piles .-1 Indicates 1:3 Battered Piles .. ,. BRIDGE NO, 55-760R/L FORD RD/BONITA CANYON DR UC MANAOER POST MILE 22.50 DISREGARD PRINTS BEARINO EARLIER REVISION DATES-• ABUTMENT 1 LAYOUT SHEET OF 4 32. F"ILE ID• /uor3/la3/1Jh/33Vdrowingl/r3311ob1,aht PLOT DATEI 04-NOV-1994 071513 PEN TABLE· 2:l:l pen . tO I -" --'"' Oc I •-• :::E "'~ -..... (1) 0. I >. .... 1-..... DIST COUNTY ROUTE POST HILES SHEET TOTAL TOTAL PROJECT NO, SHEETS ~ SB Rte 73 \ \ NB Rte 73 ,,'-t----+------;---------'_:..::....._____,,c:.-_' ______ __;___ __ 4+---JLjj' ·, \ \ ' \ ' \ ,'----~. -t----!---------_-_-_______ _L_ _ __j___j_ ___ __j__j_J \ I \ ' , I 9"-2½" 4 Spaces ~ 9'-6" • 38'-0" 73'-2" 66'-2" i SB Rte 73 \ \ \ . \ I . I ~1'-51/4" 9'-9¼" l"- 1 • 7 Spaces C 9'-3" • 64'-9" '. 9"-2" '"· -----------=----==:.::.:::____:'._::'.~~-~:___:"'.___ ______ .:,,---,.'j..,__::'..:_=.__"1 I \ \ I \ . I I j ' I I PLAN Scale: 1/s"•1"·0" ~ ~Ab_uJ.4~_ .... .... ' \ I I I 1"-53/4" i 3 Spaces IQ 9'-0" • 27'-0" i4'-7"! 49'-11¼" 59"-91/s" i NB Rte 73 \ \ \ 12'-0" \ 10'-1¾" 1'-41/s" 52'-6" 4 Spaces c 11'-6" • 46'-0" ' , . 24" Dia CIDH Piles f:",j!:":·~ ' (Total 12} __£1!_ ' .l l . l ,.. ... ... ... ., ... --·i_1,. -·---·-·+-·l--·-·-·-·--<·➔·-·-•-·-•-}--------;_,.J- 1 '.,. ... , '.. ,J... - I . . I 6'-0" 12 Ora 73 TEREO tlVIL ENOINEER ()f[SSt ;; M AMIN ISL ~ No. 46468 PLANS APPROVAL DATE ~ p 6/30/9 t--P_A_R_S_a_N_S_D_E_L_E_u_•,:--.,,,-,-.-N-C....J,..\ CIVIL Two Venture, Suite 550 OF C~\.\ Irvine, Col lfornla 92718 "" IJ'. 2" Cir <M,n> Match Match DETAIL 1 NO Scale With Girder Recess With Girder Recess NOTE= For Dimensions See Detail 1 on "Typical Section-1 & 2" Sheets ASiBUILT ,. ,, -r,~ '-' ,,.,_,,.!-,1., ,, ,,"- ! \ I j I ! j. 6 Spaces IQ 9'·3' • 55'-6" • 7'-4" ! • 9'-3" i • \_ L6'-0" • •I L1'~-11" ., •6 IQ Top 8c Bottom Footing Reinf. Mats, 6,_0 .. Typ. Both Ends I ·6'-10%" I • I . . t'· 4 Spaces IQ 11"-6" • 46'-0" I . .,f •6---'\ c Top 8< Bottom ~ Footing Reinf. Mats. G"-O" Typ. Both Ends • No Chang11 •"; :'_, ; •3:: :~· • 0 Changed as 11,1,11 As-Bullt Date: FOOTING PLAN 0 Top of Slope Paving , ,,,rSee Detail 1 ~:t:l,, l __ __i;;:7;~~;:-~T~o~p--o~f~S=l-o_p_e~P=a-v~i_n_g-------t--------;::;::_.£i:.T'See Detail 1 I ---..-L---•-•-•------•----.J I •••••••--------••••----------•-••--•-A-•••••••••••••••7•••, I l I I L ... ,,L ........................ rT--------------------•----•••---•-•••••••--•~-----•••--•rT·--------rr-•1 f I I I I I I I t I I I I I I I ~ ~ -► ~ ~ ELEVATION Scale: 1/s"•1'-0" OESION IT R MATHUR tT CHECKED ~ R GONZALEZ E R MATHUR t----+-,,--;.;..;..;.....;:.=....;;;...__-1-____ _J IT CHECl<IO ----- A ISLAM DETAILS QUANT IT I ES A ISLAM R MATHUR ORIGINAL SCALE IN INCHES FOR REOUCEO PLANS 0 TRANSPORTATION CORRIDOR AGENCIES 2 3 OENE FOSTER TCA CORRIDOR MANAGER cu 12332 EA 102540 ' , -..... Oc ' ,_ -:::E N ..... NOTES: For Section A-A See "Abutment Details-2" Sheet For Section B·B See "Abutment Detoils-1" Sheet For Section C-C See "Abutment Details-1" Sheet C ! lndico tes Ver tic al Piles r! Indicates 1:3 Battered Piles I . . ' All Piles Not Shown for Clarity BRIDGE NO. 55-760R/L FORD RD/BONITA CANYON DR UC POST HILE 22.50 DISREGARD PRINTS BEARING EARLIER REVISION OATES -- ABUTMENT 4 LAYOUT SHEET 5 OF .32 F'ILE ID /uorJ/l13/ojh/331/drowlngs/r3311ob4 sht PLOT DATE, 04·NOV•1994 07•!17 PEN TABLE, 233 pen .. ·~~ . ,•'-~t j·~· . -~ ·--· .. . . 0 I . t0 ti) Q) ·-'-0 > Top Edge of Approach Slab J. T~~ _ ~-f-~~~-i~~ -~ai'. __ .. __ _ Extend Beveled ecess 3'·0" See "Detail 1" ~ Abut Brgs ' I 0 en Joint in Barrier Rail to Match "a" rm At Abutment I -•...,----------·- I Slope Paving •4 '-(Tot 2> 1---11--11o-----3·•5 Outside Face Pile Cop or Abut.Footing 3 -•5 Each Face <Tot 6> WINGWALL ELEV A TION Match Deck Overhang 2" Cir (Min) <Typ> See Slope Paving Sheet For Details •4 a 12 Outside Face •4 \_ Tot 2 ll·-oJ No Scale 1"x12" Pressure Treoted Timber Where Top of Wingwoll is Buried •4 n a 12 •9 Tot 2 See "Structure Approach Slab" Sheet •9 tl2 9 Inside Face ~oj Geocomposite Drain for Details See "S true ture Approach Dr ainoge Details" Sheet SECTION 8-8 Scale= '12" • 1"·0" OESION IY .,, "' ,. Match With Abut Recess Match With Abut Recess NOTE: DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Ora 73 ~ ENO I NEER PLANS APPROVAL CATE M AMIN 1$L . 46468 6/J0/9 Joint Seal Assembly <Strip Seal)~ <MR•3"). For "a" Dimension See "Joint Seal Assembly" Sheet For Dimensions See Detail 1 on "Typical Sections 1 & 2" Sheets PARSDNS DE LEUW, INC. Two Venture, Suite 550 Irvine, Callfornlo 92718 OET AIL 1 See "Structure Approach Slob" Sht EB-..., <k. Abutment Bearings I NO SCALE ' See "Structure Approach Sheet For Reinforcement Slob" ~ 1'·0" 1'·5" ! 1'·4" 1·a•½'i' ti) Q) --'-0 > u::, I ti') A !SLAM "O Q) -Q) a. ..'... E II) 0 ~u '-C: Q) Q) -Q) -cc <( = ti) oo ~I .::L. u O> 0 .!;; CX) C 0 Q) ·-u ti) OC -Q) 0.1- L--:-..---~--lt,)'..i,'.;;j -r - - • - •4nio 12-------oc1~ •5 Cont Q 18 Geocomposite Drain See "Structural Approach Drainage Details" Sheet •5 Q 12 Q Backwoll Construction Joint . ,...., 0 C: I •-• ::i N...., •9 <Tot 5) 2" •6 L Q 12 IQ Cir Stemwall 3" Cir : .!::: 7 <Typ} r.riu 2" Cir Expanded Polystyrene •s gi 12 ~~~ See Partial Abutment Section on "Abutment Details-2" Sheet Slope Paving, See "Slope Paving-Full Slope" Sheet ,,,..-•5 J ~ 12 •5 ~ 12 •6 Cont Top & Bottom <Tot 22) 2'-3" 3'-3" 3"·3" 2'·3" 4·•9 Cont. 5'·6" 5'·6" SECTION C-C <FOR ABUTMENT 4R ONLY) Scale: ½" • 1'·0" CHECl<£D R MATHUR 4) -4) '-u C 0 <.> J::, --3: "O Q) -LL. (I) 0 - ..,i) • ... 0 (I) J::, 0 u . = ·"= a. a. (/) ~ -~ In QI '-. N <.> : . 0 I . N 0 I . t0 ~I OI -~ C Q,, ·--0 ... 0 0 --LL.. C ... 0 0 I-, '✓ . E 0 --0 CX) -- -\.7 Bundle A IA II 24 0 CAST-IN-DRILLED HOLE CONCRETE PILE PILE DETAIL No Scale • ~ Spiral 7 Bundles of 2·•9 <Total 14 Bors) SECTION AA-AA No Scale s of 2·•9 ........ > t-O-ET_A_I_Ls_-+:•:::-•_R_G_O_N_Z_AL_E_Z_E __ +c,c--=c:-:•r=o.....:...;R:.....:..:M.:.:.A.:..:T.:.H.:.:U:.:.R.:....._-1 -~ IY CHEc•ro ---- TRANSPORTATION CO~RIOOR AGENCIES OENE FOSTER TCA CORRIDOR MANAGER BRIDGE N, 55·760R/L POST MILE 22.50 FORD RD/80NIT A CANYON DR UC ABUTMENT DETAILS - 1 QUANTITIES FILE 10 /usr3/is3/sjh/.3.31/drowlngs/r.3.311cd1 sht PLOT DATE• 04-NOV-1994 07-~9 PEN TABLE 23.3 pen A !SLAM R MATHUR ORIGINAL SCALE IN INCHES FOR REDUCED PLANS e, 2 3 cu 12332 EA 102540 OISREOARO PRINTS BEARING EARLIER REVISION OATES-• 11 RV !PRELIMINARY STAGE ONLY> !18~1 SHEET OF 6 32 3" Typ Level <Typ> Expanded Polystyrene. Same Thickness As Bearing Pod .0 79" Galv Sheet Me tol Coot Top of Pod with Silcone Grease Prior to Placement of Galvanized Sheet Metal SECTION THROUGH BEARING PAD Joint Seal Assembly (Strip Seal) CMR•3"). For "o" Dimension See "Joint Seal Assembly" Sht See "Structure Approach Slob" Sheet For Reinforcement No Scale BB/EB <k. Abutment Bearings I ' 1"-0" 1'-5" ! 1'-4" , .. a•½'f l--~~--~77-;;! ·r-. --·-··-··--·-· Ci;_ Bearing Pad \ \ ' ' DETAIL 2 No Scale -4" x 12" x 15" Elostomeric Bearing Pod (Abut lR, 1Ll 4" x 12" x 12" Elostomeric Bearing Pad <Abut 4R, 4L> •8, Total 8 Extend To Edge of Deck •5[.J C! 12 DIST COUNTY ROUTE POST HILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 73 AIS EAEO c1:1LENOINEEA PLANS APPROVAL DATE PAFISON9 DE 1.■uw, INC. Two Venture, Suite 550 Irvine, Callfornlo 92718 ~ Abutment Bearing 4"·0" (Abut 4) 2'·0" (Abut 1> • • • 4" Fillet 12" --- •s t1ci 6 -0 Q) -Q) I Q. .... E Ill O Ou a.. •4 n ci 12 ------HITT)S •5 Cont Cl 18 -~::=::---.:~LJ ---------:-._I See "Structure Approach Slob" Sheet rStructure Approach I I I I •5, Totol 16 __,.,::;;:::.::::::~:=:m:-f---==i f' or Grill age See ~ Ill Q) ·-~ > ._ C 41 41 ..., 41 -co < = Ill 00 !t :I: .It 0 c,, O,!: CO C 0 Cl)•-(.,) Ill OC -41 0..1- Geocomr,osite Drain See "S true turol Approach Drainage Details" Sheet •5 Q 12 Cl Abut 1R&4L •5 C! 10 Cl Abut lL--..... Construction Joint --..... oc _, :! N..., •9 <Tot 5l ~ •5 Cont Q 18 __,..?-~ 2" Cir <Min) •6 L Cl 12 Cl Abut 1R8t4L < Typl •6 L Cl 10 C! Abut 1L • io I • N . ,._ --(OU 1' -9" /Ji.· ?'{~6Q s CIIII.T-tlO'IIIIII T .. _,, """ l'IL.E 10• /uar3/la3,'ajh/331/drowlnqa/r3311od2 ahl PLOT DATE• O!I-MAR-199~ 1~ 43 PE:N TASL.E:· 233 pen , I I , • • • ' I •7 Q 12 2' ·0" + Expanded Q Polystyrene ~ ~-•s Q 12 -,..., 0 C: I •--:::E N- 2" Cir (Min> CTypl r-\.-, I I . I ' See Partial Abutment Section on This Sheet •s n Q 12 Slope Paving, See "Slope Paving-Full Slope" Sheet> •SJ Cl 12 •s «i 12 •6 Cont Top & Bottom <Tot 16> . ,.,.., I 1" Chamfer- ½" Premolded ExponsionJ Joint Moteriol I I I I I I I 1(1 ,, I ,, I I I I LI . N .... 1-Joint Seal Assembly Blackout rsee Joint Protection Detail , 80-13 13-2 ~ 't_ Abutment Bearing I Level 3" All Around Bearing Pod Expanded Polystyrene. Same Thickness As Bearing Pod 2'-0" 1'-9" PARTIAL ABUTMENT SECTION Scale: 1" • 1'-0" SECTION A-A Scale: ½"•1'-0" DESIGN •• A !SLAM Ct«C•IO R MATHUR ,, O<rCl<lD OETAILS R GONZALEZ E R MATHUR QUANTITIES '' A !SLAM C>EC"'O R MATHUR 4" (Min) Structure Approach 1" Chamfer ~/v~[4-{ Abutment Bockwoll R E N NOTE: •a~. Total6 CSee Note> Bend Top Longitudinal Reinforcement As Req. Bottom Longitudinal Reinforcement See "Abutment Detoils-3 8c 4" Sheets for Additional Reinforcement END DIAPHRAGM SECTION AS BUILT No Scale ■ No Chang11 - a Changed aa Mmbd As-Bullt Dote: 3" Bonding On Smooth Finish ---Go) Alternative 1 ___ : 1_2 Temporary Bumper to Inserts 'l---!-f !-1-=~tt4;t-3" Bonding 1/e" X 12" Neoprene Strip Bonded 3" Minimum Width Each Side of Joint. Place Prior to Bock filling The Abutment Bockwoll And Installing The T emporory Bumper. CF old Neoprene Into Chamfer> JOINT PROTECTION DETAIL No Scale 32 Bridge Deck\ •4 o 18 <Max)~ -•5 CJ Q 16 <Max) t / 1" Expanded Polystyrene 3/-4 11 Beveled Recess--.._ / to Motch with Abut "'-./ Recess "- •5 I Q Abut. Front Face ,--r1=:::t:==t=;;:::=::J==f\ \. See Section 0-0 for Information Permissible Construction Joint •5 x 9'-0", (Tot 3) •5 <Tot 3l Detail 1 Abut Re,nf 00 I ;.. 12' Additionol •9 I CTot 5) Bundle with Abut. Reinf. ABUTMENT 1 <L> & 4CL) BRIDGE END BLOCK ELEVATION •5 __ _, i 4••5 X 7'•9" <Equally Spaced>- f'ILE tD• /usrJ/11J/1jh/JJ1/draw1ngstrJJ110<JJ sht PLOT DATE• 06-APR-1995 16•25 PEN TAOLE, 2'3 pen No Scole , Wingwoll Reinf •sl<Tot3J r•5 D Ill 16 (Mox) •9 ✓o 9 8-•5 Extend 1'·6" into Footing Bockwoll Reinf <Typ> •5 x 9'-0" <Tot 3> D -··--6" Chamfer -•5 f!l 16 <Mox> •5 x 9'-0" <Tot 3> •srfilZ <Tot 3J SECTION D-D Scale-½"•1'·0" DESIGN IT A !SLAM CHECK[D R MATHUR IT R GONZALEZ E CHECKED R MATHUR ~ .__--t7------f-7::=::------t~ •• A !SLAM CHECKED DETAILS TRANSPORTATION CORRIDOR AGENCIES QUANTITIES R MATHUR ORIOINAL SCALE IN INCHES FOR REOUCEO PLANS 0 2 3 ½" Expansion Joint Material DETAIL 1 No Scole Wingwall Reinf <Typ) -..... -a. ~ >--1-.-.... Polystyrene • . 0 I ..... •9'--CI 9 •5~ Cl 9 6'·6" OENE FOSTER TCA CORRIDOR MANAOER 9'·0" BR NO 55·760R/L POST HILE 22.50 DIST CDUNTT ROUT£ POST HILES SH£ET TOTAL TOTAL PROJECT NO, SHEETS 12 Oro 73 ISTEAEO C'fvILENOINEEA ESSt AMIN 1$L PLANS APPROVAL DATE . 46468 ,6/30/ PAR!IDNS DE L.BUW, INC, Two Venture, Suite 550 lrvtne, Collfornto 92718 Abutment Reinf <Typ) -.... -0.. 0) >. _, 1-.-.... •9~ 9 AS BUILT • NoChangN 0 Changed •• Markld As-Built Di;;te: 8·•5 Extend 1'·6" into F coting •9 ~Q 9 FORD RD/BONITA CANYON DR UC ABUTMENT DETAILS - 3 cu 12332 EA 102540 DISREOARD PAINTS BEMlNO EARLIER REVISION OATES-• ONI. Y l SHEET 8 OF 32 Bridge Deck •4 Q 18 Mox •5 [J a 16 Mox 3/4'' Beveled Recess----.._ to Match with Abut "- Recess •5 I a Abut. Front Foce,,1 ri=::::i:::::::i-.=1=~~ See Section F-F for Information ·----- CTol 2>--------t-- Permissible Construction Joint 4-•5 x 7'-9" (Equally Spaced> F'ILE ID• /uor 3/113/ojh/ 331/drowln90/r33l1od4.oht -' . PLOT DATE• 0ll·APR-199!1 111•42 PEN TABLE• 233 pen •5 x 9'-0", <Tot4> ,___,IQ 9 •6 L (Tot 3) 1" Expanded Polystyrene •5 CTot 3) Abut Reinf --CX) I -- _.12..'._ Additionol •9 i---cTot 5> Bundle with Abut. Reinf. ABUTMENT 1 CR> & 4CR> END BLOCK ELEVATION No Scale •slcTot 3> ' Wingwoll Reinf •5 D Q 16 <Mox> 8-•5 Extend 1'-6" into Footing Backwall Reinf (Typ) •5 ~I a 9 9'-0" I ~-•5 x 9'-0" <Tot 4> SECTION F-F Scale: ½"•1'-0" OESION DETAILS •5 x 9'-0" <Tot 4> , •sf1il~ (Tot 2~ "A ISLAM Cl«Cl<IO R MATHUR \ •s D IQ 16 (Max) "R GONZALEZ E -R MATHUR ~ 1-----.+--_.;;.."'---------t-,,--.,,.,c.~111::----------t OUANTITIES "A !SLAM R MATHUR ORIOINAL SCALE IN INCHES FOR REOUCEO PLANS 0 4••5 X 7'•9" •S(Tot 3> 4·•5 X 7'-9" Equally Spaced TRANSPORTATION CORRIDOR AGENCIES 2 3 DIST COUNTY ROUTE POST HILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Oro 73 iiTEREO CIVIL ENOlNEER AMIN 1$L . 46468 PLANS N"PROVAL. DATE 6/30/ {Expanded Polystyrene 0 PAR■GN■ D& L.■UW, RIIIC. Two venture, Suite 550 Irvine, Callfor-nla 92718 ½" Expansion j Joint Material DETAIL 1 No Scole I AS BUILT ■ NoChlngM. Q ChangedulllJtad As-Built Data: Wingwall Reinf <Typ> •91 (0 9 6'-6" OENE FOSTER TCA CORRIOOR MANAOER cu 12332 EA 102540 -..... -a. 01 >. -' 1-,-.... •s~L" 9 9'·0" Abutment Reinf CTyp) SECTION G-G Scale: ½"•1'-0" 8·•5 Extend 1'-6" into Footing BA IOGE NO. 55-760R/L FORD RD/BONITA CANYON DR UC POST MILE 22.50 ABUTMENT DET~LS - 4 OISREOARO PRINTS BEARING J;:ARLIER REVISION OATES -1 REVISION OATES <PRELIMINARY STAGE ONLY) 1 4/6/95 SHEET 9 OF 32 I I \ I I I <t_Column I . I ' ' I L-------------~--\ I \ ' Future Utility , Left Bridge I , I I I \ .,;+;n,;J;,.::.;-;.~ ' lllll·J1 \II I I , -. -. _, Opening \ t Girder I I Highway Operations F acilit~ Opening Right Bridge t Column , -Exterior Girder Face / at Bottom of Bridge , CTypl 1 Edge of Deck 0 I O'> • -~ ~ ~ ,....._ I"'---,..._ -r-- re:;__ -~ J ,... s ::,: ..... DIST COUNTY ROUTE POST HILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Ora 73 ' • ~ ~,11!2 t ., Ro 1 STEREO ·c,[f! ENO I NEER PLANS APPROVAL DATE PARSONS DE L■uw, INC. Two Venture, Suite 550 Irvine, Collfornlo 92718 u AMIN ISL Iii..._ 46468 CIV OF C 1111 ~~ ,1 ' I I I • \ \ I V -~ ztt:11 {40 Bt/AIOLES) EXTENOALL TIIEM4YUP ro 3"ClR OF TtJPtlFPIL.E SHAFT ELE//AT/LJAI. I ' Edge of Deck I I ~--------------' I \ I 4'-6" 4'-6" NOTE: J:Adjust to Clear Pre-Stressing Ducts •14 Cop Reinf L \ /Deck Rein f I ' -. ~ Column I i / I I ' - ---, ------ - - --- -- -\ I ' ' \ \ 4'-6" 4'-6" 9-•6 [J [J[J [J Equally Spaced BENT 2 PLAN SCALE: 1/4" • 1'-0" -Highway Operations ,~7-11'" 8, Detail 3 Bend Column Reinf to Clear Prestressing Ducts if Required < All Columns} Facility Opening , 1 1 "Girder Reinf-1" Right Bridge '-Sheet ~ Column I I - I ; ~~ I ' ~ I) I/ - / , ;; , , J ~ G)-/ / I -<Typ> I . 0 I O'> \ . L L . ~ ~ ~ ' ~ I ~ ' -_, ---~ ..... __,,. ~ ~ ' ' I{) ~'"'\ ,il r 0 ~~ Ill ~~ a. 0 ~ ~' ,-.. SJ~ .. ~~ ~~ ~~ ~~ ~ ~ ~ 6 at Ends of Bent Cap Q I ' 1----' Q L Future Utility Left Bridge Opening '137-lt 8, Detail 3 ,, ' "Girder Reinf-1" , _ ______,, She e t I I - - ' ~ ~ 3. ::EE ~ 1i ~ -L . ' I ' ..!.... ' ' -- - -•14 Cap Reinforcing -___ J 1, -J ..___ -----.... K ... ' I .._I BENT 2 ELEVATION SCALE: 1/4" • 1'-0" IT CHEt•EO -- --- K ! ... - NOTES: Specified Tip - Elevation (.) . -,,., CD Column Spiral Reinforcement may be Discontinuous at Bent Cop Bottom Reinf. Provide Anchor at End of Spiral. ,.., C: ·-::2 ..... (g) No Splices in Main Column ond Right Bridge Bent Cop Reinforcement. For Left Bridge Bent Cop Splice, see "Bent Details-5" Sheet. Q) For $ection 0-Q and Section K·K See "Bent Details @ For Section J;-J See "Bent Deloils -4" Sheet. @ Right Bridge Shown, Left Bridge Similar. ,., .. ,, .... ,.,., . -~: C: o • 0 • J' t I • f '• t t I f I I • •• I -•:' ill •• t I,,,•'•, • It\ -::,: ill ' ill I \ 1-I. I I £ ill I • -~ " \... Seal C~urse 10'·0" CIDH PILE SHAFT PILE DETAIL No Scale ·3" Sheet. ( PER .F.M' # /-438) -0 I -0 ... ~ Column I ' I ' -·-·-·-~---·-·- SECTION L-L SCALE: 1/4" • 1'-0" . • DESIGN A ISLAM R MATHUR BRIOOE NO. c.._,_ ots10N Tfi/__~ s::: OETAILS •• R GONZALEZ E CHEC•ED R MATHUR ~ TRANSPORTATION 55·760R/L FORD RD/BONITA CANYON ,,_ .,..n: ~ r "'I t----+,=-. ____ _;;, ____ -.jf----..:..:....:.:..:.:..:.:..:...:.:.:.:._--J ~ CORRIDOR AGENCIES oENE FOSTER PosT HILE r .......,. __ ;.;...........::..-..:._ ____ ,L,_ _________________ _j_:ou:AN~r~1r~1E:,_s L...;A~IS~L-!_A~M ___ .J..CHE~c•E;o iRiM~A:TH;U7iR~~;-7-,-,-,-r-,--r~+;T;cA~c;oR;R;10:o:R~M=A=NA:o:E:R __ -4~22[.~so~l----~~B~E NT DE T Al LS - F'ILE 10. lu•r3/<03l•jh/331/drowings/r3311bdl sht PLOT DATE• 09-MAR-199~ 09•42 PEN TABLE• 2JJ pen ORIOINAL SCALE IN INCHES CU 12332 FOR REOUCED PLANS 0 2 3 EA 102540 DISREOARD PRINTS BEARINO EARLIER REVISION OATES-• 40 Bundles of 2 ""11 CTotol 80 Bors> •7 Hoop DR lJC 1 ONLYI SHEET OF 10 .32 \ <t,Column I ~ Girder \ \ ~ Column /-Exterior Girder Face , ,. at Bottom of Bridge ,-CTypl DIST 12 COUNTY Oro ROUTE 73 POST HILES TOTAL PROJECT !STEREO CIVIL ENOINEER SHEET TOTAL NO, SHEETS rEss, \ \ \ \ . Future Utility \ Left Bridge, Opening c:; NdlN !SL 1ft No. 46468 '° Edge of Deck \ \ \ \ . \ ' I ~-------------·---\ \ \ 1111·~ \ -·-· - 1111 \ . ' I ""'--------------\ . \ \ \ \ 4'-6" 4'•6" 9-•6 [J[J[J[J NOTE: Q 6 Equally Spaced XAdjust to Clear Pre-Stressing Ducts 41<14 Cap Reinf L \ /Deck Reinf I <t Column I • - I ' I I . I ' I . \ \ -------------------------------------------------~--------- \ \ BENT 3 PLAN SCALE: 1/4" • 1'-0" Bend Column Reinf to Clear Pres tressing Ducts 1f Required CAIi Columns) . - J 4'-6" - - 1 4"-6" <l Column I I ' J -/,, ~ (D_,/' i Future Utility Left Bridge CTypl Detail 3 0 . .fi.7.1? 8, pening . ,....___,,"' "Girder Reinf-1" Sheet 41<14 Cop Reinforcing I 1, / \ \ \ \ w NOTES: I 1 Edge of Deck I 6 at Ends of Bent Cap AS BUILT 30" Dia CIDH Piles CTotol 10> ABA/1100/1/EO PILE • I ! / i/ II *6 C! 12 Top Mat •10 C! s Bott Mot ( ffJ? FA-I #i-11 Z 4 ) CASING CAN , NC,T BE PVL.LE.i. 3" <Typ> -ID I -ID ~ Pl.ANS APPROVAL DATE 6/30/9 PAASDNS DE LEUW1 INC. Two Venture, Suite 550 Irvine, Collfornlo 92718 • I)., 'I (\J • I}_ ,, (\J -tO I -N c.c • -C C/1 -u"e -·-·-0. O..Vl -• .. I -,.,., ! ~ fo 4) IO .' '-N CJ ON g s¾'' •6 Spiral C! ~ Pitch (PERFM-F/-4(,,2) 9 Bundles of 2-•10 I <Totol 18 Bors> SECTION P-P No Scale V L..--', - -h1 c,, .S: .... 0 0 LL. -0 ~ .... .... .!! ·-0.. -0 b ... 0 CD "'-'L..._.,........:::--~\9 Bundles of 2-•10 <Tot. 18 Bars> BUI/OLEO I (.) 2-#ti-'-~-3" ~ ~A :r.: 0~ " 13 BUNPiES i (J?;T Z~ BA,E'S_F---.1-11P4---L....::... LL. Cl) • 0 :c (PER FM Alt.?. /-~tJ8) Q ,._-+ I • 1---'0 I . ..J • CD Column Spiral Reinforcement moy be Discontinuous at Top Mot of Footing Reinf. ~ Bent Cop Bottom Rein f. Provide Anchor at End of Spiral. ,, Cl) -ATR/Gf/TBR/£J6E BEIIT.3 LEFTFtlt7TING (FTo :4'/NCREA~ Pl,E CAP IJEPTll FRtJN S'-~ "llJ S'-11 '~ At.l.. lJTIIER l?Et?(IIRENENTS /?Ehl,1/ld ff"/f f/R/6/#AI., ()£SIGN. ' ..... 0. >-I-..., I 1= -----... -.!:: . l-co -1J ,.,., u . -- };, J .. _ - . ' . -. . --- }- 7 I / / ________ __,, // , - (PERFNlld.l·0tJ8)-~:._c=:::::::::::===:--~--::c-· ~----- ALL PILES 5" TtJLtJW' (R/6HTBRIOGEIJENT3) F"ILE 10• /u1rJ/11J/1Jt,/JJ1/drowln9•1rJJl1bd2 1hl PLOT DATE• 09-MAR-199!1 10•!1!1 PEN T IIBLE• 2JJ pen -1 . I I I #5 J BECtJME 5'7At..LERFtJR R-BE/1/T 3 PAO 1A 1 'f J (PER FA1 /110. /-1p08) / #5 C! 12 Mox Both Ways <Typ> Hook Around Top 8c Bottom / Mot <Typ) R ,___ = lo. <O >. 1--- 1 <Typ) ------ _.,).. ' -~·IJ BENT 3 ELEVATION SCALE: 1/4" • 1'-0" OESION IY A !SLAM IY - . ' CHECKED CHECKED . -(PERFM#/·GZ4) NEW PILE ADDED DIRECTLY IN CENTER OFPIL.E CAP R MATHUR -·-NEW '- 30"CIOII 0 NOTES: ---MODIFIED RIV 1. Information Not Shown for CIDH Piles, See el "BR. BENT~ R40 ':4" ,-, 2. ~ ,130" Dia CIOH Piles -- 3. R~inforc.ement Symmetricf' I About t Bridge . Right Bridge Shown. Left ridge Similar Except os Noted. . 4. No S~lices Allowed on Mo~n Column and Right Bridge Ben1 t Ca_p Reinforcement. or Left Bridge Bent Cop Spl ce, See "Bent Details-" Sheet. 5. For Section J-J See "Be~ts Detoils-4" Sheet 6. Fol' Section Q·Q Se.e "B1nts Detoils-3" Sheet 7. For Section R-R See "Belnts Details-3" Sheet 8. All Piles Not Shown for Clprity 0 ... c-iu - r-. r-. i.---i.--- r-. ---r-r-. -i.- r-. ...... I: ~ -.... -~ -i- ' I ~8i1 88~e~~r~8~1rE 0 PILE DETAIL No Scale BR 00 NO, 55-760R/L FORD RD/BONITA CANYON DR UC OETAILS R GONZALEZ E IY CHECKED R MATHUR ~ TRANSPORTATION i-----+:::--------+--=-==-------.:..:...:...:...:..:....:....-l ~-~,._. CORRIDOR AGENCIES R MATHUR OENE FOSTER TCA CORRIDOR MANAOER POST MILE 22.50 BENT DETAILS - 2 QUANTITIES A ISLAM ORIOINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 cu 12332 EA 102540 DISREGARD PRINT9 BEARINO EARLIER REVISION OATES-• REV SION OATES CPREL MINARY STAGE ONLYI 4 J/8/95 SHEET 11 OF 32 I I' ( I I ' ' (PERF;W#~-001) CONFllC T BET#"EEIV' lllE PRESTRESSIN6 DVCTS@BE/f/T 2 A(,+tAX)OF{4)BARS(Ot/TOF84#//8,4RS)#AYBECt/TATT/IE tJNDERS/OEOF77IEPRESTRESS Dt/CT. ---------- f Column •6 Spiral Q 21/2" Pitch r2" Cir CTyp> 2 •11 I Bundled Totol 42 Bundles <Bents 2R 8< 3R) "", 2 •11 I Bundled Totol 48 Bundles <Bents 2L ~ \ // ...-::;:::::;;;:::;::::=-r--::::;:t~:.:::--7 (PERF/4' #2-700) ITJf'lt.t. BEPER.41/SS/Bt.E Tt?Ct/T4CO<'.'.'u'..#AI #;/ BARS ONLY AS ¥t/Ch' AS IS .AIECESSARY lZJA{t.tJW TIIE PT L?t/CT.S TtJ PASS ffeROt/GII Jf'/T/1 c''CtJJ/ER. Bent 2 8< 3 -<t------·-·-· -O') I N - I.D I I[') ,/ PER,/:'Af # 1-438) (-2 -#II e / 8 '._:oNG Wl Tff ,1/0 //tXJk \ - 2~•11 J Bundled, Total 13 (Tot 26 Bors> 4"-11/2" 14-•8 Interlocking Bars (PER FtW#/-C:,24) AI0OIFY .PIN CAGE FOR 1L "BENT 3 (PAO ':4 ':J # // A,,1 ,, l--45° #4 SPIRAL @4 "PITCH RE<7UIREOON 8 '-3,/ PtJRTION 8'-3" SECTION 0-0 Ii. Column I ' I ' I 2-•11IBundled, Total13 Bundles\ (Tot 26 Bors) _:,.--r-...,.....,........+.-r...,.....,.-+-,- 2'-6" 2'-6" SECTION R-R •4 Spiral Cl 4" Pitch C24" Outside. Diameter) r 1" Expansion / Joint Filter OESION .- O') I .... Bent .3 -~------- R MATHUR <t_ Column I ' 2"-6" 2'-6" SECTION K-K " ~-0 R MATHUR ~ TRANSPORTATION 1--0E_T_AI_L_S -1--R_G_O_N_Z_A_L_EZ_E_~=:--------t ~---.r-.lro,j~ CORRIDOR AGENCIES IY A !SLAM C:IIIL.fMNI QUANTITIES FILE ID' /usrJ/ta3/SJh/331/drawlng9/r3311bd3 sht Pl nT nATF"1 14-NOV-1994 14!37 PEN TABLE 23.3 pen IY A !SLAM CHEC•£D R MATHUR ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 3 ~10'¢ CIDH Pile Shaft •4 Spiral@:! 4" Pitch (24" Outside Diameter) 1" Expansion Joint Filter O') Bent 2 ----(i:---·-·· O') GENE FOSTER TCA CORRIDOR MANAGER cu 12332 EA 102540 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Oro 73 iorcss, ISTERED CIVIL ENOINEER 4-(fq/~-~ AMIN 1$1 ,., CATE . 46468 "" PLANS APPROVAL DATE MJQ/9 PARSONS DE LEUW, INC. tlvl. Two Venture. Suite 550 Of' C~ Irvine, Col lfornlo 92718 45• Run Off End of ">---~--_,, Bar as Shown 1 Butt Weld To Be Made First. A1StBUILT "\.},,.1, ... ,, "·.,,,.._,..,.~'r1.~,..;::,·,L' --.:, , .,➔ □ NoChengla J.,_~'.. --, ■ Changedn U&il»d As-Bullt Dnte: Direction of Weld •4, •5 tc •6 Reinf Only 2 Butt Weld To Be Made in Flat or Horizontal Position. 3 Lop Bar To Be Centered On Splice. 4 Flore Weld To Be Made In Direction Shown. 5 Lap Bar Equal Size To Spiral Bar. VEE GROOVE WELDED SPLICE Start of Pitch When Weld is Used To Anchor Spiral Unit (:::-------------------------- Run Off End of Bar as Shown ----- 11½" 12" Min Direction of Weld Lop Length •4, •5 8c •6 Reinf Only Note: Flore Weld To Be Mode In Direction Shown WELDED LAP SPLICE ANO ANCHOR CP·-~ Some Size,Spocing 8< Material As Spiral Shown On Plans Individual Hoops. Mode Continuous With 1001. Penetration Welds, Moy Be Substituted For Spirals. BUTT WELDED CONTINUOUS HOOP BAR SPIRAL SPLICE 8c SPIRAL ANCHOR AND HOOP DETAILS NTS BRIOOE NO, 55-760R/L POST MILE 22.50 FORD RD/BONITA CANYON DR UC BENT DETAILS -3 SHEET 12 OF 32. ,' ' ' ' ' REPLACE EAC/t'CVT ~/ W/ A /2"<'.'.c?AIG #// BARABOJ/E OPEN/NG f BEAITZOR3 / 0 0 ~...____, ZC'Arc OF PT L r •-OPclVIIVG l ----------- cur#// CONST BARS@EACII S/£JE OFOIFAI/NG@ <a> / I I I Deck Reinforcement Continuous Thru Cop L : Q. 1 ID >, I-_, •6 f rlffl Stirrups Legs Equ~Spoced I •6 C! 12 • • -C: ·a; 0:: .3"-0" <Typ) 5' -0" ( LJVCTS BcYOA/..0 ~ Bent 2 tc 3 • 9-•14 1:2 4¾" o.c. 28 Bundles Of 2-•14 Equolfy I Totol65•t4 Spoced J .,---(PEi? r✓t-f #z-701 J 4 "J=:~llet_~~Y?l // ~/ S£EfJED1/LABOYE ..__: 7-•11 Adjust to Provide ·; ( Clearance ot P/S Ducts .... .....__ --------· 6-•10 Ea Side l" Cir (Typ) • 24 Bundles of *l4 Equolly Spoced -Bottom Slob Reinforcement Continuous Tnru Cop 12 <Tot 6 Sets in the Column Core Only) ·Additional Bottom Slob Reinforcement NOTE: SECTION J-J (L BRIDGE) See "Typical Sections" Sheet See-·,;Bent Detoils-5" Sheet for • 14 Bors Splice Loco t1ons. DES/ON IV CHEC~EO j A fSLAM R MATHUR IY a<Ct•£0 ~ TRANSPORTATION 1-0-ET_A_tL_s_r:1:::-1 _R_G_O_N_Z_AL_E_Z_E_---ir.:c,c==c::::"': : : - 0 _R_M_A_T_HU_R_--i ~-----CORRIDOR AGENCIES FILE fO• /uer3/11.J/•}'i/JJ1/drowfn9s1rJJ11bd4 sht PLOT DATE• 09•MAR•199~ 10•28 PEN T,._BLE, 233 pen OUANTITIES A !SLAM R MATHUR ORIGINAL SCALE IN INCHES FOR AEOUCEO PLANS 0 I . . 2 DIST COUNTY ROUTE f2 Ora 73 POST HILES SHEET tOTAL TOTAL PROJECT NO. HETS i TEREO CI VJ L ENO NEER u w .... 46468 flt.ANS APPROVAL DATE ii 6/30/9 * ,....P-:A-:R""'-e'""a .. N---■-D--■--L-■-u-w-,-.N-c-.'' CIVIL /1--1 Two Venture, Sufte 550 otc lrvrne, Calffornro 92718 Cl Bent 2 8, 3 ' .----~-a~•14 Equally Spaced S d} T otol 56•14 • I -C: ' <I> I Q: ' Oeck Reinforcement Continuous Thru Cop I •s 1:2 ,2 I .!,: C: ' u ·51 : ~ i ...._.,, ' J'-0" 5" ·0'' CTyp> _, o I C> .... ' ' ' ' I cTyp> L n •6r1Q 12 <Tot 6 Sets in the Column Core Only> Additional Bottom Slob Reinforcement See "Typical Sections" Sheet SECTION J-J <R BRIDGE> 24 Bundles Of 2·•14 Equally 4" Fillet CTyp) 7-•IT Adjust to Provide Clearance at PIS Ducts 6-•10 Eo Side 1'' Cir (Min) •4.r--J..o 12 pace , 22 Bundles of •14 Equally Spaced Bottom Slab Reinforcement Continuous Thru Cop NOTE: No Splices Allowed in •14 Bors. OEHE FOSTER TCA CORRIDOR MANAGER 8R 55-760R/L POST HILE 22.50 FORD RD/BONITA CANYON DR UC cu 12332 EA 1025-40 0 I SREOAAO PR I N'tt BEAR I NO EARLIER REVISION OATES '" BENT DETAILS -4 T.3 32 Edge of Deck ct,_ Column 17'·0" ... ------, ' ' ' I ' I , I ·-·-·-·-·~·-·-1-·-·~----·-·- ' ' ' '... I ,,, ~ ---,--- I i Column 17'·0" ---Edge of Deck , ' ' ' I ' I \ ---------~---~----,-·-·-----· Bent --&-----\ I / ' ' , , I -----,--- 1 ' , Butt Weld or Mechanical Splice Alternate Locations as Shown NOTE: No Splice Allowed (!) Right Bridge BENT CAP TOP & BOTTOM REINFORCEMENT -LEFT BRIDGE NO SCALE i 55" MWD i Bent 2 ' 3'-9" ! 3'-9" 3'-3" 11'-6" 166.0 Existing Ground 165.0' _ ___._ _ _., _ _.__ ___________________________ i _____ ----------------------,------- ~ 55" MWD ~ Bent 2 . 3"-9" 3'-9" 3'-3" 12'-7" I ..-----,---~~ 01ST COUNTY ROUTE POST HILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 73 PLANS APPROVAL DATE PARSONS DE LEUW, INC Two Venture, Suite 550 Irvine, Collfornlo 92718 167.5 ANDI MUL . S 370 6/3 . Existing Ground 164.0 ' -----~----------------------------~------- ' I 142.0 r---i---7 I I I I I I I Existing Support for ----..__ l i l 136.3 55" MWD '-, r-------------,-- "'-i ! I "j I I I j 1132.3 -------,------- SECTION SHOWING BENT 2 <LEFT BRIDGE) AND EXISTING 55" MWD Scale 7°16" • 1'-0" OESION IY A ISLAM CHl:CKID R MATHUR 5 DETAILS IY A SEGURA CHECKED ~ TRANSPORTATION 1------+--------1------R_M_A_T_H_U_R_--f ~-~-CORRIDOR AGENCIES SIONOr• DATI FILE ID• /usr3/lo3/sJh/331/drow,ngs/r3311bd5 sht PLOT DATE, O!l•APR-1995 17-10 PEN TABLE, 233 pen IY CH(CKID R MATHUR QUANTITIES A ISLAM ORIOINAL SCALE IN INCHES FOR REOUCEO PLANS 0 2 3 ' ' I I , 152.5 r---1---7 I I I I I I I I I I 146.8 r------r------,-- , !..------Existing Support for 55" MWD I I I I I 142.8 -T --,---, --"1 --r - I I •1 I I I I I I I I I I I I I I I I I I bJ Ld SECTION SHOWING BENT 2 AS/BUILT • :-ss,~,.,_.,.,;-'"'~•~>r"",,...,.~~ ·, '-i,tJ, ~ r· , ~ ■ N6 C"' IFQII !;,"':;;• /::·, ; Q Charged11Dl11ad As-Bunt Dnts: (RIGHT BRIDGE) AND EXISTING 55 11 MWD OENE FOSTER TCA CORRIOOR MANAOER cu 12332 EA 102540 Scale ¾6" • 1' ·0" BRIOGE NO, 55~760R/L FORD RD/BONITA CANYON DR UC POST HILE 22.50 OISREOARO PRINTS BEARING EARLIER REVISION OATES - BENT DETAILS - 5 REVISION DATES <PRELIMINARY STAOE ONLY> 4/6/95 SHEET OF 14 .32 LOCATION OWNER DESCRIPTION OPENING C BENT CAP @ TCA Future Utility 2'-4" Dia. I[ SB Rte 73 I 71'·6" 1' -9" 10'-0" 10'-0" 1'-9" OPENING C END DIAPHRAGM 2'-10" Dia. DIST COUNTY ROUTE POST HILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Ora 7.3 . 46468 PLANS APPROVAL DATE r 6/30/ PAA9DN9 DE LE!UW1 INC Two Venture, Suite 550 Irvine, Coltfornto !2718 Edge of Deck Shoulder Soffit Light Cond it, For Detoil See "Roadway Plans" Shoulder ---Edge of Deck -,.., I tO I IC110'1' Doll Tl ' -t½" Conduit For ruture Use, = c i:o See "Roadway Plans" -2.00/. ~-~ --r-f -~:.:::.~:::~;:_-~-=:;=~;:.i;~jT:::_:::_:::_:::_~~;::__:::_:::_:::~-j_:::_:::_:::_:::_:::_:::::~~;:_:::_:::_:::~Ol~-~::._ ______________ ""-_ _,_l{"" __ -_-_-_-_-_-:._-_-:._-_-_-_-_-'----~---=-=-=-=-=-=-=~-=-=-=-=-:::;---___1:...JJ ~ Concrete Barrier, Type 25 Modified See "Miscellaneous Details" Sheet CTyp> 5'-6" 6" CTyp> 2'-7" 3/-4 11 Drip Notch, Continuous CTyp> 9'-61/s" co I -I") 12" Min & Vories 4" Fillet <Typ> yp E:! Interior Girders 5'-0" TYPICAL SECTION <BRIDGE L> Score: 1/4" • 1'-0" 9' -61/s" 6" <Typ> 1'◄" Drip Notch, Continuous <Typ> I CIP/PS Concrete Box Girder (T p) 2-7" -5'-6" 8'-4" CTyp> Concrete Barrier, ~ Type 25 CModified>Q •5 Top Long Reinforcing~ C 18 CMoxl ~ } Girder 2'-0" ' 2'-0" (Typ> CTypl •6 Q 11""'\ / \.-~;~or __ Place Bors Perpendicuolr Cons true tion J t. •5 (Tot 12) C Overhang <Typ> •4 Cl 12 (Mox> 1/ •~ Stirrups For Spacing/ See "Girder Loyout-1' Sh t. •8 Cont (Tot 2>- 87-1 8-1 •61f Stirrups •5 82 18 <Mox> CTyp) -•5 tO 18 <Max) <Typl •4 Cont Tot 5 Per Bo x •5 Cont Tot 12 Per Boyx Extra •s Bors Tot 2 Per Boy" Additional Reinforcement. For De toils See "Girder Reinforcement-1" Sheet <Typ> PARTIAL TYPICAL SECTION Scale: ½" • 1'-0" OESION er A !SLAM R MATHUR to the ~ Bridge •5 Cont Tot 2 Ea Girder •8 Cont. Tot 2 Ea Girder •8 Cont Eo Girder •5, /l!:! 14 ~~ ._____,, S-2 NOTE: * Indicates Distribution Reinforcement DETAILS IY CHl'CKE!l ~ OENE FOSTER , ' t-----l~R~G::.::O::.:.N.:.::Z:.:.;A:::L E:.:Z:-=E:___-+-=---:.:R...:M:::.:A:.:.T:.:.H.:::U::..:R_--J ~ QUANTITIES IY A !SLAM CHt:CK[D R MATHUR ------ TRANSPORTATION CORRIDOR AGENCIES TCA CORRIDOR MANAGER ORIGINAL SCALE IN INCHES FOR REDUCED PLANS " 2 3 cu 12332 EA 102540 2'-0' <Typ> Add 2-•6 ~ Top 8c Bott Ea Side of Opening See "DECK DRAIN TYPE D-2 MODIFIED" Sheet DECK DRAIN DETAIL No Scale AS:BUILT ■ No Chlr,gN •• a Changed u Marked As-Bullt D~te: Top of Deck . ~ N I . N 3/~" Deep x 10" Wide Beveled Recess_/ C1=1 Bevels> on Face of Girder DETAIL 1 Scale: ¾" • 1'·0" Soffit BRIDO NO 55-760R/L FORD RD/BONITA CANYON DR UC POST HILE 22.50 DISREGARD PRINTS IEARINO EARLIER REVISION OATES--• TYPICAL SECTION -1 FILE I\:' 'uor3/i•:llsih/J:l1/drow1n9s/r:IJ11hl •ht ·' •• r-~ ~,..,,. 1,t ,...~ r>rf'.1 T ·-,1 r "'-, •. ,. ' I Edge of Deck . ,.,., I . U) . . 00 DIST COUNTY ROUTE POST HfLES SHEET TO TOTAL PROJECT TAL NO, SHEETS 12 Oro 73 ~tss, STEREO CIVIL ENGINEER i NB I RTE 73 MflN !$LAM ~ , 48468 Ollll 1"-9" 10'-0" Shoulder ' I 59'-6" 36'-0" ··--··---··· ------------------- 10"·0" 1'-9" Shoulder i.--Edge of Deck PLANS APPROVAL DATE PARSONS DE LEUW, INC. Two Venture, Suite 550 lrvlne, Callfornla 92718 (PER Fk/# C, -OOI) BEARINGPADINCi.OSE .PRtlXIMITY TOT#EZO'XZO"Ol7L'./,TYtlPEJ0'/IIG. --Concrete Barrier, Type 25 Modified M'c'.?J/c-OPE#/NG Tft/O{Z)FEET7V See "Miscellaneous Detoils" Sheet T//E R/G//T. (Typ) [~==:;~:~-::~=:_::~-;_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-:_-_-_-_-_-_-_: ___________ ::i:::_ __________ -j_:...-~:...:_.::_:~~---------------------..1.~21:;:--Soffit Light Conduit, For Detail , See "Roadway Plans 1½" Conduit, for F'uture Use See "Roadway Plans" 2.001/. . -I . -See Detail 1 4" Fillet (Typ> . (\ ~' ~~ ·e~ ' '\ '-Io<' \:I, [ 3/◄" Drip Notch, 6" Continuous < Typ. > <Typ> 5'-6" 2' • 7" 9' • 6 Y◄" 8'·4" CTyp.> Concrete Sorrier, ~ Type 25 <Modified> Q •5 Top Long Reinforcing~ C! 18 (Mox) ~ Construction Jt. CTyp> 12'·11 2'-0" CTypl . 0 N ~ ~ C (X) ~ ~ :5'-0" 7' 0" , - " TYPICAL SECTION <BRIDGE R) Scale:¾" • 1'-0" } Girder ' I • 2'-0" <Typ) 12' -1 1 , I 12" Min Si Vories Typ ~ Interior Girders ~ " •6 Cl 11'"\.. ✓ ~~1~or __ ~~ Place Bars Perpendicuolr to the (t Bridge •5 Cont <Tot 2l Ea Girder 6" CTyp) 3/,4" Drip Notch, Continuous <Typ) CIP/PS Concrete Box Girder (Typ) 2'-7" 5'·6" LOCATION OWNER DESCRIPTION @ TCA Highway F ocilites • Top of Deck OPENING Q OPENING Q BENT CAP END DIAPHRAGM 1'·8" X 1'·8" 1'-8"W x 1'-8"H xp.§/30/9 CIVIL Of' Ct.l . N ASlBUILT •5 (Tot 12l Cl Overhang B7· • B·l q •4 Q ~ <Max> {PERFN# 3·595) •~ Stirrups For Spacing, See "Girder Loyout-2" Sht. ~ ~ •6lJStirrups <Typl__,./., #4@/Z'1 (PER,,CAf #3-5'15) •5 o 18 <Mox) CTypl • • . . •4 Cont Tot 5 Per Boy::t:: •5 Cont Tot 12 Per Bo ::t:: •4 C 12 Mox Additional Reinforcement. For Details See "Girder Reinforcement-2" Sheet •8 Cont. (Tot 2> Ea Girder • • Cont Ea Girder 3/,4" Deep x 10" Wide Beveled Recess_, C1:1 Bevels) on Face of Girder DETAIL 1 Soffit Q No C' ,-i,, ;~~,;' _. .. a Chmiged•&• I Id As BulltDate: •8 Cont <Tot 2> •5 Cl 18 <Mox l <Typl • 5 ,.._ _ _,/ Cl 14 (iiw NOTE: Scafe: ¥◄" • 1'-0" PARTIAL TYPICAL SECTION Scale:½" • 1'·0" DESION IY A !SLAM CtECk[D R MATHUR ::i:: Indicates Distribution Reinforcement For Deck Droil'loge Detail Q Overhang, See "Typical Sectioh -1" Sheet "'R GONZALEZ E occx10 R MATHUR ~ TRANSPORTATION t-OU-A-NT_I_TI_E-+S::-••:..:.A_l.=..S.=..L:..:.AM=.:..::::.::.:::.....:=----~c>E""C1<C':'to~....:::::.:.:.:..:.::::..:..__-f --~-CORRIDOR AGE NC IE S DETAILS OENE FOSTE~ R MATHUR ORIOINAL SCALE IN INCHES FOR REDUCED PLANS e I 2 J TCA CORRIDOR MANAOER cu 12332 EA 102540 BRIDGE NO, 55-760R/L FORD RD/BONITA CANYON DR UC POST HILE 22.50 DISREGARD PRINTS SEARfNO EARLIER REVISION OATES-• TYPICAL SECTION - 2 AGE ONLY> SHE T 16 OF 32 F'll.E ID /usrJ/l1J/01h/JJ1/drowln90/r.:l.:l11h2 eht PLOT DATE• 08-MAA-1995 14•25 PEN T0ABLE: 233 pee <.O I -.... ,.._ ' ' I I I I 16'-0" lore I . l '7o, ·~·-- -------------' I Flore <Typl I I~ I • 1 U-7 / & etail ___ I ___ <.JyR) __ 0 0 • 'q" co 0 ... 314'·0" Edge of Deck ----""TTl'rm-rTTnTITT---,----- Transverse Reinforcement GIRDER LAYOUT CL) BRIDGE Scale: 1/is" • 1'-0" Q Soffit Access Q Opening CTyp) Invert El. 192.0 For Grillage 8t Girder Bursting Reinf See: 88-5 CT > Both Ends -•6 tL Top & Bottom 10' -0" in Overhang ( Typ) DIST COUNTY 12 Oro ROUTE 73 POST MILES TOTAL PROJECT !NEER SHEET TOTAL NO. SHEETS ~ ANDltxjyt, No. PLANS APPROVAL DATE PARSONS DE 1.auw, INC. Two Venture, Suite 550 Irvine, Col lfornla 92718 NOTES: (D o Indicates Soffit Vent ~ 0 Indicates Soffit Access Opening P 6/30/9 RUCTUR OF C~ cr> D Indicates Girder Stem Thickness in Inches © For qeck Drain Pipe Thru Abut. 4 Details, See "Misc,uaneous Details" Sheet @ For Installation of Utilities Detail, See"Miscelloneous Details" Sheet @ For End of Diaphragm Section Details, See "Abutment Details-2" Sheet (J) Deck Drain Type D-2 Modified, See "Deck Drain Type D-2 Modified" Sheet. @Deck Droin Type Double D-2 Modified, See "Miscellaneous Details-2" Sheet. ~ --N f Brg Abut 1 ~ Bent 2 <C Bent 3 a:: Brg Abut 4 :----------L-"1~------:------------=~-------L=-2 _______________ ...;r:-------=L3~ ______ __.,:r co 18'-0" I ... 0.5 L2 I 0.10 L1 '0.10 L 0.10 Lz '0.10 L 0.40 L3 1~,--, --, Between Points Shown ,,---~----, i,_,.-,--ee Detail 1 for One End Stressing 0.40 L1 See <Typ> Movement DETAIL 1 NO SCALE Detail 1~ _ ---·r-__ Cable Path is Parabolic Point of Inflection S /Theoretical Point of No ~ ' ,, '~ r+-r----_-_:-_-_-_-_-_-_-_-_----r----_-_-_-_-_-_-_-_-_-_-_-_+1-'""-._'--__ -_-+----_=-::.i:., 1:===-=,-z::.======================:t.==========================~;:;.=t:,t.::----+------..., ::...._-.... f-t---_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ ++ -_ -_ -_-_ -_ -_ -_ -_-_ -_ -_ --=.i. I U) = I (D ti') ♦I Girder Stirrups •6U lnteri r irder Stirrups ' 3" 10C12 108:!12 I -N Cl24 Mox 15C12 20!06 024 Mox 12<012 I / I I I 45Cl6 34Cl6 24Cl12 . . ~ "::!!'. 0 .-0 ... ... I I - I") I") 148:!15 Cl24 Mox 141Q15 34t06 i:!24 Max 24t012 LONGITUDINAL SECTION CL) BRIDGE NO SCALE DESIGN 9Y CH!:C•EO ' 56@:!3 45Cl6 ct£c•Eo R MATHUR ~ I----+----~-~-(~ A ISLAM R MATHUR DETAILS IY R GONZALEZ E IY C>CCICEO OUANTITIES A ISLAM R MATHUR ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 20C!6 15Cl12 16Cl9 12012 TRANSPORTATION CORRIDOR AGENCIES 2 :3 !024 Mox il:/24 Mox OENE FOSTER <.O I N 101012 10Q12 TCA CORRIDOR MANAGER cu 12332 EA 102540 3" . -<O = I (D ti') ., AS-'BUILT " '· ,•,f~ ·Ir ·1 • No Cl MIQII ·•: ;. a Changed•• Ml bd As-Bunt Dcte: PRESTRESSING NOTES 270 Ksi Low ReloxctJ.tion Strand. P Jock • 16,000 kips . Anchor Set • ¾ in Total Number of Girders • 6 Distribution of Prestress Force CP-.Jock> Between Girders shall not Exceed· the· Ratio of 3:2.Moximum Final Force Variation Between the Girders shall not Exceed 725 Kips. Concrete: f'c•4500 Psi at 28 Days. f'ci•3500 Psi at Time Of Stressing. Cont~qdtor shall Submit Elonga~ion Calculations Based on ln,t,ol Stress at 1'81·0.867 Times Jocking Stress. ~/,4{().,{ One End Stressing shall be Performed from Abut. 1 BRIDGE NO. 55·760R/L POST MILE 22.50 ))'~ 1 F FORD DISREGARD PRINTS BEARING EARLIER REVISION OATES -I RD/BONITA CANYON DR UC GIRDER LAYOUT - 1 REVISION OATES (PRELIMINARY STAGE ONLY> 3 411 3 SHEET 17 OF .32 FILE ID /uar3/io3/ajh/331/drowlngs/r3311gd1.sht PLOT DATE• 07-APR-1995 07•48 PEN TABLE· 233 pen <D -Ol IO Vent CTy ..... '11-.' ~I ;p,1 c,./ ~I (,Q, DIST 12 COUNTY ROUTE Ora POST MILES TOTAL PROJECT SHEET TOTAL NO, SHEETS 314'-0" f+----;-f---------------------1-----------------------------------------;..------------..! 16"-0" Flore I I / See Detail 3 on "Girder Reinforcement -2" Sht isiEREO CIVIL ENOINEER css, P,YIN ISL . 46468 i;; 6/30/ I 16'-0" Flore I ., ' I I , I o, ' I 18" ·0" Flore <TypJ I I ---/ I I I 87-10 & Detail U-7 <Typ> r Edge of Deck I I I I I I I • --------------------~~--~-----.i ~ --------------------------------/ . I I - - -,✓-....... -..: I 7"-0" .;-16 Top 8c Bottom 0 ,4: in Overhang PLANS APPROVAL DATE PARSDNS DE LEUW1 INC. Two Venture, Sutte 550 Irvine. Collfor-nlo 92718 ~ :-! t¼::! rz=====· =· ========~r===~~:~~==~~~==?~=:::::::~' :----!-J li1J" / , ' I CTyp> For Grilloge 8c Girder , ,o , , ::::: ·---·- I I . , o, I I I I . ,o -f· -·-·-·-·-·-·-· , 1 ,txponsion ,' ,' Couplin 10 ' I I ~~c:=:::===~~==~~======· ::::a-::::.::=-~--·1:U:UlJl.rlfllll'l.f--::-:: :-- • - --- - • -• - • 0 ' • -- - -• - -''! -----• -• ' I~ ='X= = =X= = #iUU·INil'I, ~======:::~~=====~=:::a:::::a:6-~-..-.-~IUHl , - ----;;-a ----·• I I I I ' I I I Bursting Reinf See: e(Typ) Both Ends ·-·-·-·-·r ® To System 13 4 e "Drainage Plans"~ Invert El. 191-.2) NOTES: CD o Indicates Sof fit Vent (2) 0 Indicates Soffit Access Opening ~ D Indicates Girder Stem Thickness in Inches @ For Deck Drain Pipe Thru Abut. 4 Details, See "Miscellaneous Details" Sheet 1/ .1 ~-------------------------r----. --------r----Soffit Access ~ Opening (Typ> 0 ® For Installation of Utilities Detail, See"Miscellaneous Details" Sheet ·I' -I , 10, / ~r' . '--See Detail 2 on "Girder Reinforcement-2" Sheet f Brg Abut 1 I f Bent 2 Bottom Slob Flore CTyp) ~ \ Edge of Deck '{1 ,; \·-(PERF-"rl#Z-G¢5) ~ :g RcLOCATE DECK DRAIAICO.::'.L'.'ECTOR:g .-RPE8c7]t/EcAISllf./cJ83-l-~iJAAID,... ABt/T 4 TO T//E ,CAR R/G.lt'T /-IAAID 5"< TER/cJR BAY. B0-5 5-11 GIRDER LAYOUT <R) BRIDGE Scale: V16" • 1' -0" ~---------L_1,__ ______ __._ -----·--------------L2_ . L. -----... . .. -. --·---• . ' I 0.40 L1 0.10 L1 I0.10 L2 r--· ----·-. See Detail 1 r--...:. · · ·· I Coble Poth is Parabolic ~ ---L -. Point of Inflection~,"' ' ~; ; ; i ' ' ' Between Points Shown I • , ' ' I I ' , . , -' -' 1' I I 1.,..-T _,_ ' '\,. 0 <D • ..,. (X) 0 .... 8";$ Pipe 12"¢ Pipe f Bent 3 I 0.10 L2 10.iO L3 ,..__ --~ -j:·~ ·---, ....---See -' . ~ , -I • , ' ' I I -' -' I ' -... I ' I() CX) + ..,. (X) 0 .... Detail 1 0.40 ~~ ! io . I ' ~ ,:;c-I I~~ I i:o . / I -~,,.-', I ;., I --' '"'-. I ., I , -:; ~ I ...... ./ / ....... -... ' I V=t'- -' ,_ I , ~ -:~~--- .--_.,......., :r--. /2 ' , ....... , ~~ ~ I~~ ii , ' , -~ 1--:J • , 1.41 =~ ~ . U) , 3" , I - -- - -~ -' -1.----;1 ,i:o I 3" . (!) 3" -- - -. ~ v, ~ ~ -..,_ ----. I ......___ ~ I :::;;;v N -----..,_ ~ I'---. ~ I .... 0 .... O· . I N -.... .... ..,. I I I h . ' t') ..,. . •6 \~ Exterior 10!012 !024 Max 15!012 20C6 560.3 3406 ◄ 14015 024 Mox 14C15 34CQ6 5603 2006 15012 !024 Mox Girder stirrups l ·• --· 1 IR7-1 187-1' ~ '~ -~U l~r;rior 10012 Q24 Mox 12012 1609 45~6 24l\l12 €:!24 Mox 24Q12 451!:!6 1609 12C12 C24 Mox irder t,rrups ·~ ◄·-----.. 1-o·-· -· -~l\ \.S • 3, s-~ ,J LONGITUDINAL SECTION <R> BRIDGE NO SCALE IY DESION A ISLAM CHl!C1t:[D R MATHUR IY Cl4Ctc£D L3 10!012 10C12 DETAILS R GONZALEZ E R MATHUR GENE FOSTER !L_ Top & Bottom 10'-0" in Overhang <Typ} f Brg Abut 4 I ® For End of Diaphragm Section Details, See "Abutment Oetails-2" Sheet ('J) Deck Drain Type D-2 Modified, See "Deck Drain Type 0-2 Modified" Sheet. @Deck Droin Type Double D-2 Modified, See "Miscellaneous De toils-2" Sheet. --N I ;.. 18"-0" ' I , Theoretical Point of No Movement for One End Stressing <Typ) 3" IO I ;., . (!) +I AS BUILT CJ • N0Char,a11 Changed u llarbd Aa-Bullt Date: :'i ---r 8RIOOE NO 55-760R/L DETAIL 1 NO SCALE PRESTRESSING NOTES 270 Ksi Low Relaxation Strand: P Jock • 13,.300 kips . Anchor Set • ¾ in Total Number of Girders • 5 Distribution of Prestress F'orce CP-Jock) Between Girders shall not Exceed the Ratio of .3:2.Moximum Final Force Variation Between the Girders shall not Exceed 725 Kips. Concrete: f'c•4500 Psi at 28 Days: f'ci•3500 Psi at Time Of Stressing. Contractor sholl Submit Elongation Calculations Based on Initial Stress at 18) •0.867 Times Jocking Stress. One End Stressing shall be Performed from Abut. 1 FORD RD/BONITA CANYON DR UC ~ TRANSPORTATION 1-----1--------+---~~:___-1 ~ CORRIDOR AGENCIES CHl!CK[D ,. TCA COAAIOOA MANAOEA II ONOl'r DA Tl QUANT !TIES A ISLAM R MATHUR POST HILE 22.50 GIRDER LAYOUT - 2 ORIOINAL SCALE IN INCHES FOR REDUCED PLANS 0 I 2 3 cu 12332 EA 102540 OISAEOAAD PAINTS SEAAINO EARLIER REVISION OATES-• RVS ON 3 SH ET 18 OF 32 4'-0" (Typ) NOTES: DETAIL 3 UTILITY OPENING 4" Fillet <Typ> 4'-0" CTyp> (Additional Reinforcement at Utility Opening> No Scale (fj I - I' ·1· ~43:7 , , ~ I , 27'-0" 45'-0" 15'-0" I Buttweld or Mechanical Splice~ 20' O" '\ I 40' -0" 40'-0" , I I I 10'-0' £Edge of Deck I , , I I ◄----~ I , _ _L ____ ----<T1p> -f---~----------------1 --/------------------· ~---------------------------------------,--. ~------, I I , I I , I /1 ' . . . . . -. . . . . . . . . . . . . . . . . . . . I -· ,-,'/ \ '-.. II I I I I/ /! ' I I I I I I ' I I I I , , ' I I I I I I I I , I I II I I I . . . ·11/~ . . . . . . . . . . . . . . . . -,· ,.. . . . . . . . . . . . . . i . -. . . . -7· I/ 1///1 I I/ !/ /:; Additional •10 Q 15 Additional •10 I!:) 15- ·-· ·-/-· . . . . . . . . . . . . . . . . . . . . . . . . . . . . --·•-. . . . . . . . . . . . . r---• 1· . . . . . . . . . . . //,/Ill /I II .1/II I/ . -./_. . . . - . . . . . . -. ·-·-·-- . . . . - . ___ _. ___ . . . . . . . . - . . . - . 1" . -• -1-• . . . . . . . . . . . . . . . - . . - . . . - . -. . II ,/111 _;,1 ////// ;;/ ' . I-. . . __ ; __ .. . ---. . . -. . . . . . . . . . . . . . . . . . -. - . . ·-·-·-!//~_Tli-· . -. -·-·-· . - . -. ·---·-·-/· . -. . . . . . . . . . . . . . ' // /! /; / 1 /I ' . _,. . . L . . . . . . . . . . . . . . . . . . . . . -. . . . . . I , I I . ' ~----------------------------r ~--------------_____ \_ _________________ _____ _L _________ f------,.. _______ 1_..J ---------' I I , I I 27'-0" 43'-0" Edge of Deck 45'-0" 15'-0" NOTE: DIST COUNTY ROUTE POST HILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Ora 73 orcss, ;:; NOi MUL PLANS APPROVAL DATE ~ Ne S 3700 ;o xp 6/30/97 PARSDNS DE L.EUW, INC, Two Venture, Suite 550 Irvine, Cal lfornia 92718 A·srBUILT .. \'-:;._,..,•, '•j C ,'f-•'-' ~ ( ' ■ No Chang11 CJ Changed•• Marlc8d As-Bullt Date: ADDITIONAL BOTTOM SLAB REINFORCEMENT (l) BRIDGE No Splices in Additional Reinforcement ore Allowed Scale: 1/i6" • 1'-0" 8Y CHECKED OESION A !SLAM R MATHUR BY CHECKiO ~ C....T ~'IC DETAILS R GONZALEZ E R MATHUR CHECKED IT QUANTITIES A ISLAM R MATHUR SIOta, Doll ORIGINAL SCALE IN INCHES FOR REOUCEO PLANS 0 F'ILE 10, /usr.3/,o.3/sjh/.3.31/drowings/r3311gf1 shl PLOT DATE 07-APR-1995 07 52 PEN TABLE· 2.3.3 pen TRANSPORTATION CORRIDOR AGENCIES GENE FOSTER TCA CORRIOOR MANAGER cu 12332 I 2 3 EA 102540 BRIOOE NO, 55-760RIL FORD RD/BONITA CANYON DR UC POST HILE 22.50 GIRDER REINFORCEMENT - 1 OISREOARO PRINTS BEARINO EARLIER REVISION DATES -11 REVISION DATES IPRELIHINARY STAGE ONLY) 3 I 4 J 5 4/6/95 SHEET OF 19 32 I : ca~· ~ ' I ' Additional •6 x 22'-0" C 6 <Total 13) Below Top Mat Deck Reinf. DETAIL 2 Scafe: 1/e"•1'-0" Buttweld or Mechanical Splice~ r 20'-0" _,_ '\_ ·1· I 40'-0" 2 7'-0" % 43'-0" I I ' I --r---------------------------______ ,. ---------I • I ' I ' --/1/ . . . . . . . . . . . . . . . . . II . II \ °\ , , , I ' I I I I I • II . II ·-. . . . . . . . . . . . . . . . -. . . . . . -I-. . . . . . . . -;::; /1.1/1 (I ' .. /_ .. --r . . . . . . . . . . . . . . . . . . . . . . . /! // _1//1 . 1-. . . . . . . . . . -. . . -. . . . . -. . . . ..L . . . . . . . . . - // ////// . . I . . . . . . . . . . . . . . ---. . I . ., 10·-10· ili'e~ . . . . . /Edge of Deck / , ------L------------------ . . . . ·-·-·--·-·--. . -. . . . . . . . . . . -. . . . . . . Additional •10 © 15 Additional • 10 © . . . . . . . . . . . --. . . . . . . . . . . . . . . . . -. . . . ---. . . . DETAIL 3 Scale: 1/e"·1'-0" 40' -0" ' I 45'-0" 15'-0)' I , I , -------------· -+--- ' I . -. . . . . . . i . . . II II I I I I I , , , II I II . . . . -. --·-- . . . . 15-II 1/ 1 I/ . -. . 11/>/11 . . . . . . ")/~/'ii • . . . . . , . . . -. . . . . . ' ' I - Additional •6 x 22'-0" I!! 6 (Total 11> Below Top Mat Deck Reinf. _________________ J ;1 ' I . . . . . . . ;./' . . . . . . . . . . -1 ·- !/ . -. . . . . . . I ·- !·/ . . . . . . . -/-. - // ' . . . . . -, I I I DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora REGISTERED STRUC PLANS APPROVAL DATE PARSONS DE LEUW, INC. Two Venture, Suite 550 Irvine, California 92718 orEss, ,.,, NOi MUL I ,., Mi/ No. S 3700 "" I' 6/30/97 t----------------------------------.... r------------------------------~-------------_______ ...,.. _______ t,.,.----- - - - --- - --·-_j I . I I Edge of Deck 27'-0" 43'-0" 45'-0" 15'-0" ADDITIONAL BOTTOM SLAB REINFORCEMENT <R) BRIDGE Scale: 1/16" • 1'·0" DESION ., CHECtc:ED A ISLAM R MATHUR DETAILS a, R GONZALEZ E CHIICKED ~ TRANSPORTATION R MATHUR IY CHICKED CORRIDOR AGENCIES QUANTITIES A ISLAM R MATHUR ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 I 2 FILE ID /uor3/113/sJh/331/draw1n91/r3311gf2 lht PLOT DATE· 08-MAR-1995 16 26 PEN TABLE 233 pen I NOTE: No Splices In Additional Reinforcement GENE FOSTER TCA CORRIDOR MANAGER cu 12332 EA 102540 BRIOOE NO. 55-760R/L POST MILE 22.50 FORD RD/BONITA CANYON GIRDER REINFORCEMENT DR UC - 2 OISREOARD PRINTS BEARINO EARLIER REVISION OATES - REVIS[ON OATES IP.RELIMINARY STADE ONLY) J 4 II 4 3/8/95 SHEET OF 20 32 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS Cop End with 1/~" Steel Plate. Tock Welded and Sealed Watertight 5'-0" CMin) ~ Abut Bearing 1'-0" <Typ> Thimble may be Cost-In-Place After Tightly Wrapping with 2 Wraps of •15 Bldg. Poper or Seal Per Pipe Hanger ~ 10' (Maxl, r For Details See This Sht:-'\ \ -21/. Min Manufactured Expansion Joint Coupling (Golv) to Provide For a Minimum Movement of 4". <t Expansion I Coupling Approach ' I 3'-0" 1 • £] Slob 5'-0" I ., I 12 Oro 73 PLANS APPROVAL DATE PARSONS DE LEUW, INC. Two Venture, Suite 550 Irvine, Collfornlo 92718 ------------------1----------- 1 ~ ~ 7------=-1::.-----l ............ -t--- .,.__,. ____ -l :::-::-t---.__i, -21/. Min rr----r-1..-L-r-====~---------_,.. ____ .., __ ~-L _ _j._~--L--------- 1 ,Drain Pipe See = = = -~ i / "Rood Plans" 1.r\1,_ -_ -_ -_ -_-_-_-_fLJ,_L,J ' -------------------~----------- 87-10 U-7 12" ¢ For med Hole 12" 0 Steel Pipe 8" ~ Steel Pipe ------- I ' ·, • \ I l' I 87-10 ~-o U-3 U-2 24" Dia. x 0.250" Thick Welded Steel Pipe. Asphalt Coated and Wrapped with PVC Tope 1'-8" 0 Formed Hole Abutment Woll Utility Opening <See Note> 1/2 11 Steel Plate with Epoxy Coot All Surfaces CWidth•Width of Opening-2"> Abutment 2'-10" Diameter Opening Thru Abutment End Diophram STEEL PIPE <CASING) FOR FUTURE UTILITIES DECK DRAIN PIPE DETAIL AT BENT CAP No Scale 5'-0" Joints are Placed at Each Hinge, Abument, and Expansion Joint and Equally Spaced at 300 ft. Intervals Support See "ELECTRICAL PLANS" NOTE: <For Electrical Conduit Only) No Scale %" ¢ Hanger Rod Golv. Thread One End with 2 Nuts Seal Utilities at Abutments with Concrete or mortar, After Tightly Wrapping Utility with 2 Layers of 15• Building Poper. If Structure is Prestressed, Seal to be Placed After Stressing is Completed. '-u N t □ DECK DRAIN PIPE DETAIL AT END DIAPHRAGM: No Scale /1Hook around Top Longitudinal Rebar 8" 0 or 12" 0 Drain Pipe Hanger Strop 0.105 x 1½" Galv. Expansion Anchorage Device: 3/,i"Dia Stud, Hex Nut and Flot Wosher, 811 Spacing. Minimum Embedment 3½". DRAIN PIPE HANGER DETAIL No Scale ELECTRICAL CONDUIT DETAIL AT ABUTMENT No Scale DESIGN DETAILS SY A !SLAM C>£t•ED R MATHUR IY R GONZALEZ f C>£Cl<ED R MATHUR ~ TRANSPORTATION GENE FOSTER BRIDGE NO, 55-760R/L ·27. Min 6" ¢ Steel Pipe •5 <Tot 3) 10" 0 Formed Hole DECK DRAIN PIPE DETAIL AT GIRDER WEB No Scale FORD RD/BONITA CANYON DR UC 1 I 1------1--------1---------1 ~---,~,--CORRIDOR AGENCIES BY CHEC•ED R MATHUR OUANTITIES A !SLAM TCA CORRIDOR MANAOER 'POST MILE 22.50 MISCELLANEOUS DETAILS - 1 FILE ID• /usr.3/ls3/sJh/JJ1/drawongs/rJ311mc1 sht PLOT DATE• 09•1i.1AR·1995 15'42 PEN TABLE 2.33 pen ORIOINAL SCALE IN INCHES FOR REDUCED PLANS 0 I 2 3 cu 12332 EA 102540 OISREOARO PRINTS BEARINO EARLIER REVISION DATES --11 REV <PRELIMINARY STAGE ONLY) 3/8/95 SHEET 21 OF 32 1 • 6'-0" Transition 7 . ' , . 'I 'I' --------1 I ' I , ;r: I I PLAN No Scale Top of Roadway 1 1/,!"0 Golv Pipe Sleeve for Anchor Bolts 9" 1'-6" 2'-8" 6'-0" End of Approach Slab NOTE: ~ For Details Not Shown See e OUTSIDE ELEVATION CONCRETE BARRIER TYPE 25 MODIFIED -END DETAIL No Scale I Jr9'-,#_, 7}B ft"~ ~ c ... T-DD11»< ~Ji/gC = IIONOI'' OolTI "" FILE 10, /usr3/is3/sJh/331/drow,ng9/r.:l311me2 sht PLOT DATE• 08-MAR-1995 16•08 PEN TABLE• 2.3.:l pen WINGWALL DETAIL NTS WITHOUT FOOTING WITH FOOTING 1 Abut Approach Slob rRoadway Embankment / or Original Ground {Typ) -1'-0"CTyp) ABUTMENT DETAIL NTS I I Structure Backfill t3\\ \\~ Select Backfill MODIFIED LIMITS OF STRUCTURE EXCAVATION & BACKFILL For Details Not Shown Seet!5 <!) ' .... DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Oro 73 OINEER PLANS APPROVAL DATE PARSONS DE LEUW, INC. Two Venture. Suite 550 Irvine. Collfornlo 92718 L 2½"x2"x'/◄"x2'-8" 1/4 11 Plate 1/4 " Pio te ..,_______,_L_ ~$=:!==$::::::!=~~ _J_---Blank Bolt ½"~ x 12" N Full Penetration Butt Weld 2" 1511 .. 1 ' /4 • . . (Total 10) I I . ' 8" 8" !5l/4"! 2" FRAME <TYPE DOUBLE 0-2 MODIFIED) , ··A;SfBUILT No Scale orner rom Frame "c)~,a;f.ft''\~ .. /' ,1\.\~~~s,\'Z , <'~f,..~ ,- • NvCI !nQII ~ .h ,._ .. □-ChangedaM1 t Id As-Built Date: ___ _ NOTE: For Details and Information Not Shown See "DECK DRAIN TYPE D-2 MODIFIED" Sheet. rDouble ~ate I -o. I ~ >- / 9" -t:: .,,-Top of Deck \r------1-~~~~S=l;;:op=;e;':::;;:T::;o;;=D;;:r::;a;;=in~~ii=;~I ·:p;::::;::~~·=--1 L.... / f 6" lo x 2'-0" Steel Pipe DESIGN e, A ISLAM CHECKtO R MATHUR ev R GONZALEZ E CHECl<[O R MATHUR DETAILS .., A ISLAM C>tiCKEO R ~ TRANSPORTATION 1------1---------1--..,.,.--------1 ~-~..--CORRIDOR AGENCIES QUANTITIES MATHUR ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 I 2 3 ·----~ --.,c; ·------Q -• • .....,_ I - • --'"' 0. , Match Slope I 2,_8 ½" I of Soffit ~-•--------'--"-------i, 1/4" Bent Plate j _, >-;.J ' ",_ ,·-., , ~ I I -I I I •-,.. - I I , TYPE DOUBLE D-2 MODIFIED DETAIL No Scale ------ BRIDGE NO. 55-760R/L FORD RD/BONITA CANYON DR UC GENE FOSTER - TCA CORRIDOR MANAOER POST MILE 22.50 MISCELLANEOUS DETAILS - 2 cu 12332 EA 102540 DISREGARD PRINTS BEARING EARLIER REVISION OATES-• RV <PRELIMINARY STAGE ONLY> J/8/95 SHEET OF 22 32 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 I I ' I . I I I I I I I I I I ' ' I '-0" 6"f x 2'-0" Slttl plpt l Bini Ben I sktw 11-+~M--------- ~ OISt, CCUITY ROUTE T MILES ISTERED ENGINEER -CIVIL .. M AMIN !SLAM ~ f Nt. 46468 I _6/30/9 PLANS APPROVAL DATE Paral ltl to NQ SKEW ral I or curb SKEW TO 20° SKEW OVER 20° Slope dtck toward drain /Slope dtck N toward drain Apply odh11lvt 1eolont on pipe periphery I O It a I JO I n t , St C Uf' I t •\!' Ind Of I I t t VI to plpt with 3-fl0-24 N f'lelf tapping htx ¼ Bent t Foct of borrltr I" SI opt toward drain Match slope of 1off If I • -4j" \ 9" JN N - 'SECTION A-A .!,... ' C -·-2 I 0 PLAN-DECK DRAIN ASSEMBLY • A. ,., - Top of deck 6"¢ x 2'-0" 51111 plpt Stal by caulking (typ) I '-0" I . I ' -IN I '-4" .I Top of deck I '-0" SECTION B-B DECK DRAIN ASSEMBLY DETAIL I" n i" btnl lhrtodtd rod wl lh I h1x nul ond If 00 wo1htr. Tockwtld nul lo rod. ~ Q. >, t- • I ' T Maleh slope of soff ii \ ' ', i • 6" ' head tcr1w1. " 6 Slttvt Inside dlomtter H 2" no gtaftr thon pip,_ 11 rrin.oultlde diameter •ti"• -----~.,.,. I I ' ' ' ' ' .. " ,. ' ' ' • DRAIN FLUSH WITH OVERHANG DRAIN WITH HAUNCHED OVERHANG SLEEVE CONNECTION -B ar "" yp_, V ELEVATION-DECK OijAIN LOCATIONS --------------------- )( )( -<~ A4 in ·--~ 'o '-" {HTyp • '" I -' -U) I • i,. ' - ~ Bar i ic fi; ic I ' -3 t• ' ._ f4t 9 J. Bo r 2¼ ic ~ x L.c _J' jjl VERTICAL t Bent ( i '\~v-,----.. ,, ._ __ _ -, \ \ r --- \ \ \ \ \ \ '-- ' -------- 90' ---- ~-~-Station shown an --- I ------- General Pion If drain location It other than l bent Typ DRAIN PIPE HORIZONTAL ALIGNMENT ASiBUILT /• ' "'.,t,. ' ,~·~ Bar Ii xix 1'-3t" Lock bar~ x ~ >c I" GRATE ■ Nocta,g11 •.• , . a Changed u Mlrkld As-Built Date: I" 00 Spring flJ W4M 9091 1tolnle11 steel, 2" frtt length. Spring constant of 24 lbt/ln, Spring to hove Ital ground tndt. Bo r I 1 • ¼ x O' - I ~" w I t,h -ti• " ho I t r-r-7'~ I¼" • C ·-:a I 0 - DI om ltM ICM:111 41111 S11 "Lock Bor" detoll DETAIL A I '-6" r_-J L VIEW 0-0 I -Blank boll i"fll x 12" LOCK BAR L 22 ic 2 ic t ic I '-4" 6 I on k b o I t 4" fZJ ic I 2" , lot 6 (typical) __ 717~.fl Typ. SECTION E-E ' U) I • - ful I ptntlrol Ion but we d OIIIGN •• S. 0. Wiman " OITAILI G. C. WIiiiford OUANllllll IY 2.. ' .. 1 I yp. a¼" FRAME CHECKED 1.4. L,wis CH[CICID t,t L,wis CHr.CNID I • I '-4" -Altach to insid1 foe, of litnt ~......Ji.~:..__....waJII with 9"x l~"slrops with 2-"metal expansion onch~rs QI '-0" maximum ctnlers Be 11 recess 6"Plastic Gulltr grodt Slope lo drain t• Typlc"I ' j---Ploce plpt as near t I _ of column 01 po11lblt I I 6"1 ...._...if Finish Grodi - / ..... I I I I r - ~ , I -Sidewalk or It land i ' ' \ AT WALL TYPE BENT AT COLUMN TYPE BENT ABOVE GROUND AT COLUMN TYPE BENT UNDER CURB ··--------- NOTES: DRAIN OUTLET • ~:~ ~ "f.,(~f Al I pipe to b, 6"¢ x 0. 135" welded 1te1I plpt ticctpf as noted and galvonlztd If not encosed in concrete. fittings and b1nd1 1hal I hove a minimum wall fhlcknttl of-~ Al I Joints or connections lo bt but I welded or connected by a 1t1el pipe tlttYI and to bt smooth throughout ln1id1 of pipe except 01 noted, Al I bends lo be on l'-6" min. rodl1.11 m1011.1rtd along l pipe. Al I bends to bt smooth, Pipe, not encased In concrtlt to bt supported by 1ulloblt galvanized hanger, 010'·0" maximum spacing lhroughoul. Golvonlzt deck drain assembly afler fabrication . STATE OF CALIFORNIA DEPARTMENT or TRANSPORTATION STRUCTURE OESIGN ,, ' DIVISION or STRUCTURES 11'1 IDOi NO. 5-760R/L FORD RD/BONITA CANYON DR l'OIT WILi 22.50 DECK DRAIN TYPE D-2 MODIFIED ORIGINAL ICALE IN INCH I CU 12-J.32 ... , rl>II REDUCED PLAN& '------------..-----------,-----------...:_ ___ :..._ ______ ..--__________ o ______ ..:;..z ---·--·'--····, ~.~-!9~:540 . __ .... , ..... . .32 • I I I I I I I I I . I I I I I I I 01ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS ojt_a. I >. -I-t") ._.. Edge of Deck r------r-----------------''-----4 12 Ora 73 1 Wing wall Lo yout Line <Typ) f SIONDF,-OIIITE , [------~------------------------------\ \ B \ ' \ Front Face of Barrier 30'-0" isTEREO CIVIL ENGINEER PLANS APPROVAL DATE PARSONS CIE L.EUW1 INC■ Two Venture. Suite 550 Irvine, Cal lfornio 92718 AMIN ISL "' 46468 '"' xp6/30/ CIVIL OF C~l 1 / Longitudinal ,,/ Const Joint •4 bar rBridge ----------------------~-\ Deck ~----------------------~ • (See Note 1) --·-·---·---·-\'-~ j ·---· ' -·-·-·-·-·--· \ j --·--·-·---·-·---· :·-----·-·-·--------------<t, Bridge 30' -0" ' \ Front Face of Barrier I [ ___ ------------------- = ~ .c 0 a. (J I >,. -I--o n ....... oo ... "O a_.O C Q.. 0 w <( (/) SKEWED Wingwall Layout Line (Typ) Edge of Deck APPROACH SLAB PLAN No Scale 88/EB- Pay Limits for Structural Concrete, Approach Slob •5 Tot 4 ... Joint Seal Blackout (.) - N I I -~----------------------- : I I I : B I Cf: ~ ------------------1 -------------------- NORMAL .c (J ..... 0 0 O "O ~.Q C Q.~ w <( (/) ,,---Transverse Contact Joint // • • • --0 I • ..- • • • . n· • • - ,&:'-'--'-? ---~-, -,-ro ... a.. (.) 1:1 I--- •5 X 3'-0" ~ 12 Filter Fa bric , •4~r--: ,, © 6 :~ 2 1-611 . -L/,0 N lO For Drainage Details, See "Structure Approach Drainage Details" Sheet Abutment Bockwoll--tt--- ~ "'--'I,, ' I/4"x3" Expansion ' "' Joint Filler "-Geocomposite Drain •4 Bar Chairs ~ 3'-0"i Transversely and 4'-6"t Longitudinally. See De toil 1 See "Structure Approach Drainage Details" Sheet : / For Drainage Details, See "Structure Approach Drainage :~ Details" Sheet SECTION A-A CWith Joint Seal Blockout) No Scale DESIGN By CHECKEO A ISLAM R MATHUR av R GONZALEZ E cHEc•co R MATHUR ~ 1----+------+---------l ~ BY CHECKEO DUANTITIES A ISLAM R MATHUR DETAILS ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 I BAR CHAIR DETAIL 1 No Scale NOTE: 1. Longitudinal Construction Joints shall be Located on Lane Lines When Permitted by the Engineer. AS BUILT • • .• ► ■ No C1Mmg1I : > ~ /,.-Concrete Barrier (Typ) ./ Type 25 Modified Cl Changed r CSalfmd As-Built Date: Barrier Reinf 8 1"x12" Treated Timber Place Outside Timber Only where Ground Line is Above Top of Wingwoll. Do Not Attach • • • Rigidly to Wingwall ________ _,,, 3'-0" <Typ) Wingwoll Layout Line----------.-, • • SECTION 8-B No Scale •6 X 10'-0" rl:! 6 Structure Approach -0 • Treated Permeable Base <TPB> Remove All Forming Material Above Wing wall Before Placing Back fill Agoins t Top Outer Face of Wingwall Geocomposite Drain See "Structure Approach Drainage Details" Sheet TRANSPORTATION CORRIDOR AGENCIES GENE FOSTER TCA CORRIDOR MANAGER BRIDGE NO. 55-760R/L POST HILE 22.50 FORD RD/BONITA CANYON DR UC STRUCTURE APPROACH SLAB 2 3 cu 12332 EA 102540 DISREGARD PRINTS BEARING EARLIER REVISION OATES-• REVISION DATES <PRELIMINARY STAOE ONLY> IV8/9 SHEET OF FILE ID· /u9r 3/ts3/s Jh/ 33 l/drow1n9s/r 3311000 sht PLOT DATE 04-NOV-1994 1114 PEN TABLE 233.pen 2-'1 32 Dr oin Ou tie t Type B, 1-"0"""9'""9'--=+--. Toe of Slope See "Standard Pion" <Typ) E 11) ..., [/) >. (/) Q) c,, 0 C: ·a \., 0 •6 x 4' <Tot 2> Wingwoll Cap End lprooch Slob Geocomposite Drain Wingwall Toe of Slope TYPICAL PLAN No Scale 1"-0" 3" Plastic Pipe (Slotted) ---~-r Bend Reinforcing To Avoid Pipes r----------------1 -1--,•-~ : '==' : ~ Optional Const Joint I I / 11a,a-~ o,,rr 1'-0" Wall Reinforcing I I 2'-0" 0 Wall Footing SECTION C-C No Scale FILE ID /uar 3/11J/SJh/ 331/ dr0win9s/r3311sad.shl PLOT DATE 08-MAR-1991!> 16 34 PEN TABLE• 233 pen 0 I . N Top of Footing 0 I . ~ Drainage Pod - (Minor Concrete l OESION DETAILS QUANT !TIES , I I /2rGeocomposite Drain --v--s:-n-:;;-<cr----s::r-r-~-..:7 _;s,,-~-.;r~r,- ~ Structure Approach Slob 3" Plastic Pipe <Slotted) Drainage Pod Geocomposite Drain See "Abutment Drainage Detail" This Sheet SECTION A-A No Scale O -~l2'-0" Below Bottom Of Approach Slab Geocomposite Drain / Filter fabric Filter fabric TPB 4" ! 1' -0 II 3"0 Plastic Pipe (Slotted) WITHOUT FOOTING -0 I .- TPB I 4" ' f.o--..j 1'·0" \__ 3"0 Plastic Pipe (Slotted) WITH FOOTING Top of Abutment Footing ' DIST COUNTY ROUTE 12 Ora 73 PLANS APPROVAL DATE POST MILES $MEET TOTAL TOTAL PROJECT NO, SHEETS orEss, ANDI MULi .... . S 3700 "' PARSONS DE LEU.W1 INC. Two Venture, Suite 550 Irvine, California 92711 3"¢ Plastic Pipe (Slotted) 3"i Plastic Pipe~ <Unslottedl NOTE: Bends And Junctions in 3"ji1 Plastic Pipe Are 30" Radius Min Optional Const Joint 3"¢ Plastic Pipe CUnslotted) Top of Footing AS:BUILT ., ' ~ ·•" '~ ~ ·'' ■ No Chang11 ·,.: ;':• :<: 0 Changed u Ila 1wd As-Bullt Date: ,/ "-Geocomposite Drain Finished Grade rOutlets, See Road Plans '---Edge of Footing DRAINAGE DETAILS No Scale !~~~ SECTION 8-8 No Scale IY A ISLAM CH(CKEO R MATHUR 8Y CHECKED R MATHUR ~ R GONZALEZ E IY CICCKEO R A !SLAM MATHUR ORIOINAL SCALE IN INCHES FOR REDUCED PLANS 0 t TRANSPORTATION GENE FOSTER CORRIDOR AGENCIES TCA CORRIDOR MANAGER cu 12332 2 3 EA 102540 BRIOOE NO, 55-760R/L FORD RD/BONITA CANYON DR UC DISREGARD PRINTS BEARING EARLIER REVISION OATES - APPROACH DRAINAGE DETAILS REVISION OATES !PRELIMINARY STAGE ONLY) 318/95 SHEET OF 25 32 NOTE: Bock fill Abutment to Grading Plane Prior to Placing Slope Paving For Ditch Dimensions See "Rood Plans" WITH DITCH Top of Rolled Edge Slope Rounding 1' -0" H --------- * 20'± II <Typ> :c Or As Directed By The Engineer to Provide Uniform Spacing Outlet 4" 0 PVC Pipe 4" 0 PVC Pipe Down Drain, See "Structure Approach Drainage Details" Sheet NOTE: Top ? Formed End ~~~~ -•~DHION ~1'14£- SHIH o,, DATI~ "' WINGWALL ELEVATION Match Roadway Side Slop~x, of Rolled Edge~,,---,,,' s 12"± 2'-0" , 12"± 6 x 6 Wl.4 X W1.4 Welded Wire Fabric TYPICAL SECTION -CONCRETE PAVING Face Of Abutment L 2" Expanded Polystyrene Outlet 4" 0 PVC Pipe CTypl For Actual Limits of Slope Paving on This Project, See Sketch Below Stiff Broom Finish. Grooves and Broom Marks to be Parallel to Slope PICTORIAL VIEW OF TYPICAL INSTALLATION Toe of Fill -------------------- Indicates Limits of Payment for Concrete Slope Paving Toe of Fill ' , , I ' , r" 1· 1 l• 11.Jf jlJit.J 11./~l,!) LIMITS OF SLOPE PAVING & DRAINAGE LAYOUT BT CHECKED OESION R A ISLAM MATHUR IT CHECKED DETAILS R GONZALEZ E R MATHUR IY A ISLAM CHECM£D ~ TRANSPORTATION 1----1--------+-===---------1 ~-. ....... ...--CORRIDOR AGENCIES QUANTITIES R MATHUR OENE FOSTER TCA CORRIDOR MANAOER BRIOGE NO. 55-760R/L POST MILE 22.50 DIST COUNTY ROUTE POST HILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 0 a 73 REGISTERED STRUCTU AL PLANS APPROVAL DATE PARSDNS DE L.EUW, INC. Two Venture. Suite 550 Irvine, Cal ifornlo 92718 2'-0" 9-()f ESS / .:; ANO I MUL I !It No. S .370 6/30 1,_0,, 9,. 3,. ,Top of Rolled Edge t+-R-■-1'-2-=" '------..+.-R-■=--6-11__,,+o=---4/ 1'◄ " Edge Finish 6x6-W1.4xW1.4 Welded Wire Fabric _________ _...,. __ ) Formed Edge . 0 I 1/2" Expanded Polystyrene 3" Min. Concrete Paving Where Occurs 6x6-W1.4xW1.4 Welded Wire Fabric SECTION A-A Edge of Deck • 2'-0" 1'-0" 9" ½" Premolded Exp Joint Filler I Top of Rolled Edge 3/◄" Edge Finish -R•6" • .,,_ •3 Cl 18 (Max) •3 Cl 12 Formed Edge . 0 I .... L1 ft Thick Cut-Off Wall at 'End of W.W. Outside Face of W.W. •This Dimension Becomes Zero When Edge of Deck is at Outside Face of W.W. SECTION 8-8 _,, ' ~ - ■NoChangaa' 0 Changed as Marbd As-Built Date: ___ _ ½" PREFORMED GROOVE NO SCALE FORD RD/BONITA CANYON DR UC SLOPE PAVING -FULL SLOPE ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 3 cu 12332 EA 102540 DISREGARD PRINTS BEARING EARLIER REVISION OATES-+ REVISION OATES IPRELIHINARY STAGE ONLY> 31 J 4 3/8/95 SHEET OF 26 32 r1L.E ID /usrJ/lsJ/ojh/JJ1/drawings/rJJ11slo sht PLOT DATE• 07-APR-1995 07•57 PEN TABLE' 2JJ pen I I I • I I I 1\1,---------........ ---, ---:----'-------------'----------...;_-L.----,--------~~__,..---...... ' pp 16 " o. I ·-4" ma>t DIIT. CCU.TY .... I" cht1mfer 9 • . () __ ,s ~ tot 5 (ep 111y t:Oflfed) -'!ll:';JII 18 111 2J'-O" ,., " ty,,. -I•-Ji" m n I 1-2" I I I Pluf pile Ith con er• ft I I to,t 5 I rodlol SECTION X-X. (1• .,,., '''"" . ' 18 X ZJ'•0" tot 4 to b• In plt1ce whon pllt • I'-~" ' ... IS X 2J1-O" tot 4 to -e e ... •• '" plt1c• when pl/• . .. • I• ~"·'·----- 0 ! e -·~ ,. co•t. --... A .r· In ... E • ... ... Q, • Q, ... .. Q, C . ... e • ·~ . ,0 .. IQ. " ''-"Q lo • ~ ... -.c :;: .._ C ~ i I I - I - * * WI I II l,j may oo •uo•tltufed . ... I ... • • • ~ i t ... ... ' ---------------- • ... . .. Q, t ... • • WI I II /'J may be sub•tltuted ... • • ~ i ... . .. ~ T:£RNATIVI= ALTERNATIVE ''X'' ¢ AL ERNATIVE '' ,, Not••' /, Concrete lrl Clo•• IOOC PII•• •h•II contain no# I••• #~on 752 pound• of ctmtnt per cubic ~o rd. 2. P/lo rolnforcomont 0111tondln1 Into footing •ho/I bt hotkod •• requlrtd to provide c/tort1nco lo top of footln1, J. Lopp•d opllc•• In •plrol pll• rolnforcoment aha/I b• lopp•d BO wlro dlomoter• minimum. Spiro/ pile r•lnforcomonf of epllc•• ond ot end• ohol/1•• f•rm/not•d by o /~5• hook with 6" toll hooked oround o longlfudlnol bor or • frond. 4, r•r •l••I ~Ip• pile (PP) ohtwn, the Controt:tor hoe th• option of aubotl#u#lng •'••I pip• \ 5. Alfernotlv• "W" pile• •holf not be u••d for CLASS IOOC p I I•. 6. Mo>tlmum cut-off length ot fh• fop of fh• Aft•rnotlvo "X" ond Alternative "Y" pll•• ,. 10'0 ... wl th tit le of th• •qulvol•nt d/om•t•r, cro•• ••ctlont1I r••• woll thlckn••• •nd ••cf/on modulu,. . .. • ~ • -... Q. " .... .... . 0. 0 C I.I • • ...J ... Q.. 19 'fh • f'l.,nd9rd 90• hook, ot r' (bundled) grouted In ,4" Dia. hol• co• or drlll•d into c•nf of pll•. iT«ND l:NCIINEI:" • CIVIL. AMIN ISL , 46468 Cutoff C ... E I 0 I • 0 ... A TERNA TIVE PILE A HOR rOR PRESTRESSED PIL 1> J" 5" for concref• pll•• for •t••I pip• pll•• • I. ... " I IO Loweet mot of rt Inf, Pion footing e/t votl•n SINGLE VEE-GRO VE riLE 8£VEL -GROOVE PIL£ EMB£DM£NT PILE WELO/i -JOINTS Note•: /, Slni V••-Groove p•rmlff•d for ol po•ltlon• . 2. ngle Bevel•P.roove permitted for horlzontol Joint• only. I I I DESIGN NOTES AStBUILT , ' ' • Ne,, Cl 111911 • ' Q Changed a 111 Md Aa-BuUtDate: DESIGN: BRIDGE DESIGN SPEC/r/CATIONS (l9SJ AASHTO with lntorlmo ond Rtvl1lon1 by CALTRANS) DESIGN LOADING, Compr•••lon = 100 ton, (Service Loo«J = 200 tone (Foctor•d Load) Ten,lon = 100 tone (roctorod Lood) PRECAST PRESTRESSED PILES Pf= Pro,tr••• rort:• Coner• t• Str•ngth fe• sTEE,..__P-JeE PILE A. ry (minimum V:r----~r~u,_._.lm.1A..J.mwm f c' (oftor lo••••J 0 2B doya = 7.000 pal 0 frt1n1for • 4.000 P•I l . I ! I r I I I I ' I I I - I I I I I I I I .. hol,1 I tS• fl Gop l x ~x 5 PLAN F'ac• of--i1 Barrier SKEW @) @) I 118111 s 20° ~" -, -t: .... 01 C: ► 41 ..J , .... ANCHOR I -Bar tJ"¢ STUD j'¢ A-325 bolls, Ii" rtoth, Torqu, lo I 50 fl. lbs --.__ ~" fJ Max Normal lo joint ~" f3•v•l--1... 4" REGISTERED ENGINEER• PLANS APPROVAL DATE }( Exact width to b• Temp d• te_rmln•d by th• Engineer. ¾."¢ Hole In Bar & Angl•s-Typ . · c:Top of Deck CIVIL AMIN !SLAM I . 46468 , I ,6/30/95 ' AS BUILT ■ NoCha,gu ,·::•c. ;•.:·: • > ~,, Cl Changed as UIJDCI . As-Bunt Date: U--4 BOL T d PLATE LA YOUT -----.... ' ..I. ..J IJ - L 4x.3~ Use i~stallation bolts txftnded ~"min ond cool with bond brtoktr, Alt,r concrete hos curtd, r,mor• ln1lollollon bolls, install A •J25 bolt, and 1h,el n,opr•n•. SECTION D-D ~ B" 2" 2" I I I ,--f--1 ._ ___ ,, I I I I t----,l' .... '~----i I 11 11 I· I I ----i - I I VIEW B-B IO" --- Cover If. f,;• x I J,. wide •h••t neoprene 2" B" VIEW C-C Cover 4 Plol• Layout '&" Ch om f • r ---HH-f-ll--,.., I ~.. . IO" SKEW > fl Gap..,....._ Cov•r Ft 20° 2" min clear (Typ) i"x9" anchor sfuds O 9"± I Bend to clear pavi,,g I notch or when requ:red 1 1 f I ---!----4•:I a c osure pour. -1 1 Paving notch or I I Closure Pour Limils --...: : I I Co,ver FE.-Bor 6xi>c I 8 I I I I I I I I l ____ , \. I ----J ft" x IJ" wid• •h••t neoprene 2 :r {x 5 Initial Pour Limits SECTION E-E --Maleh slope of Barrier or Curb face - Cover 5,, "Pion Boll 4 Plot, Layout -1,,• Gop ' i"x/2" anchor 11tud11 0 9":t I l,. Clo•ur• Pour Limit• I ---1-,1,--Tack ••id nul lo an1l• of 2 locotions I I ~---+~:.:-=--1~~:~:-.'i"x8" anchor stl.ids O 9"~ (5" long L , in ov•rhang) I ""'--'tit"xl.3" wide sh••t ti•opr•n• I ..--~-Match e>tisting joint width for clo1ur• pour I I Ci.it I I Stagger anchor •tud• 0 4~"1 on I c,nt,r, lhu11 1."a".I Expanded polystyrene ~ • ~'i'. ~ I I 9":t SECTION A-A . 4t, 9":t Joint in formo lion Location Win ler Summer s,r1n, 4 f ,,, No f•s but I Abut 4 p II 4 Full p1nelration buff welds may be 1ub11/tuled for fllltf wtld• on all anchor studs. Alttrnaf• typ,s ol anchor 1tud1 may b• ptrmifttd 1ubjtct to th, approval by fh• Engin,,r. Joint seal assembly lo be used In conjunction with clo•ure pour, (Stt othtr sh,ets for limit1). Clo1ure pour shall not b• placed until final d•ck •urloce Is within th, tolerance 1peclfltd, Top ol ____ ......, R=¾., Bar 4-x i Joint ,,al ass,mbly lo be labrlcol•d in 14' mox length•. Us• Joint at crown of roadway, ot any change In tran,verse slope /11 deek and at changes in horizontal direction. Plac, other joint, at or near lane 1/nel, All metol port• to b• galvanized ofter labrlcallon, m Gm 2M7A bm ....., 71" Gop-..-11 It=========! L4xJx) ~ Stop on hlph 1ld• ~ al deck HIGH SIDE BARRIER DETAIL STANDARD DRAWING I---'-------~--~"x I J" I s.. I (§;D • • LOW SIDE BARRIER DETAIL (5•• Not• "B ") I/ ------J} ------ Tight Fil Sheet neoprene shall be lobrlcat•d In on, eontlnuou1 pi•c• or Jalnt, shall be rulconized. Neoprene 1holl b• fabricated lo bend oraund eorn,rs, 1• hole, In ntopr•n• 1httf1 1hall b• drlll•d or punch,d 10 that th, ntopr,n• 1, not dlsfort,d al the I/mt ol ln1tollotlon. Note "A" lns,rl assembly or 1xpan1ion onchorage for i" x Ji" A -.325 b o It. I s.. I ©s -1-------i• No f• "B" SIDEWALK DETAIL (See Note "B") STATE OF CALIFORNIA DEPARTMENT Of TRANSPORTATION DIVISION OF STRUC~URES STRUCTURE OE~IGN OAIOINAL SCALI! IN INCHES CU 12-3 2 U1e Ill• Sld,walk Dtloil al oil 1id1walk Joints. Us, th, Borritr Otta/I al both sid•• if fh• roadway is crowned or If Ille dlllerence In ,tevatlon b,tw,,n th• ,nds of the seal is 0.5' or 1,,,. IIAIOOC NO, 55-160R/L POST IIILE 22.50 FORD RD/BONITA CANYON DR JOINT SEAL ASSEMBLY MAXIM M MOVEMENT RATING= 4" IIIYIIIIIN IIAf I _.,._ lfMI 111&.rl DISREGARD PAINTS 111'.ARINCI EAALIIII IIEVISIOH OATES --t•.,. ' ,,, 2.8 .32 ,011 REDUCED Pl.fH9 l 0 2 3 EA 102540 ~ :.,•~--------------------------------_,.;,,......, ___ ,;._ __________ -,-______ .;.,._ _________________ ~~_.;.;:;.:;.;;;...;..;"-------........ -.-..._ __________ ..,__+-_...__,.__,.....,j...,..,,..4,-....,.i...,........4-....,..,__..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 . 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 ~ ~ l! .. 8 g t}J-t ~" ~ , cl, 1-,z g :1~ :1 irJ!! .o -SI S! S! I I I I II o. 0 SI & - j = : §1 jl '! ~i i !--r/) I!! ~ I ~ g' I ~-~ ; sell• i -~8 0 "' -c ~ I .... ~j 2 •.; a: I ... ~ ~ u C ... ~ ! i i ij ! I ! N ♦ ., "' -SI S! f I I I I ~! ON . ., ~ - "' 5 ~ I .; al et: i 'ii I L.;;j II :s u - ElEVATION t') ,.._ w 1- ? TO S4N OIECO mu H33108 f(M.2 f/MJ !CM2 PLAN SCALF : I" = JO' SR 73 IQ 4.. GI IM6 f(M.1 ION ----1--------+-- - TO NEWPORT BEACH c:;> 89' RT OF (t ROUTE 73 STA. 1084+27 833104 EE)H934 DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET TOTAL NO. SHEETS 12 ORA 73 REGlSTERE PROF"ESSIONAL ENGINEER PLANS APPROVAL DATE ~ ~ No. C 0-17187 p.! _2_-_J_l_-_9.~ M&T AGRA CIVI\. OF Cf>-\.X Geotecllnicol ond Environmental Services 1290 North Hancock Street Anaheim, Co NOIFS: f.) ElEVAllON ANO LOCAllON 84SElJ ON Sl.lli'YEY BY CRBN.91' lW/Na,?IM7. 2.) BORINCS LOCCEIJ BY RYAN 0.«Ali! ST.4ff ti\lC/N.$i!' ANO £HI,£ Ll.lM P/i'alti:T CEOI.OCIST. J.) EB Pli'tlfOu.S' Bt'.WINCS ~..w BY NO(.ff ANO ASSOC~!F.>. -I} 80,ICH.4'-ofRK -NSL El.EY. 200. I ?J, TOI' OF CONC/i'Dl" POST, (} 2 Vlt.E NOHTHOST ALGWC !HE BON/1:4 QrNn?N li'a40 fiVa4I THE INffRSECllON OF C0YOIF OotNYON Ra-10. ?S ITll SOll/Ht:,fST OF THE Cti\l!Fli'LINE OF BON/1:4 C-Wn?N li'CUO /90 -------------::i -----------------------") ELEV. 186.4 F"ILL: (CL) Tan brown fine to ELEVA170N /90 0 a::: ca'~ LL ! 0 a, /80-------------I-0 ---------------------- 0::: ~ in ~ ELEV. 171.5 <.O Vl 110--------~=u,>c...c.,,.......,.,,- 7-16-9.3 STA!70NINC (f ROVTE 7J) /(}8/ RAWN BY H33107 108.? JOE MAGUATO CHECKED BY D DAHNCKE IOIJJ D. LUKA / R. OMAR FIELD INVESTIGATOR DATE JULY 22, 1993 ,.._ w I-::> 0 a::: <:,I~ I.J.. + 0 :;:i I-0 Q:'. ~ ORIGINAL GROUND SURFACE ALONG ROUTE 73 l H33109 ~ TRANSPORTATION ----..,,_, CORRIDOR AGENCIES ORIGINAL SCALE IN INCHES F"OR REDUCED PLANS 0 1 ,r ' goarse SILTY SAND with ---------t s/r-JE~i.j,~d gray brown 1085 2 (CL) w9ilirktr~~.w~~bTYan~LAJallche 5 •• scatrured rootlets l'¼-+""''-l""-"'1' -BEDROCK TOPANGA FORMATION- ~...._--'-_.J LOS T NCOS MEMBER): 1-.-.,,.,..,.,.,.,..,.. Slightly fractured1 laminated /80 to thin bedded oork brown, olive-green CLAYEY SILTSTONE weathered upper 3 feet __ ,,."" •• s• thick tan brown fine ----------------------------------170 ',.t'-'-+"--'1 -SILTY SANDSTONE bed ~~_.__~ ... 1 1 /2" thick ton brown fine SILTY SANDSTONE bed ... 1" thick undulating SIL1Y SANDSTONE bed .. J" thick fine SILTY /6i'O ';'-;;-t-"-"-i""--"i ---SANDSTONE bed ------------------------------------ .. seepage on north wall, from fracture ... seepage on north wall .. color change to dork gray ~t-=-t=""i ____ brown ----------------------------------------/50 .. 1" thick SANDY SILTSTONE red, minor seep below on all sides Lom1no\ed dork gray SILTSTONE w1\h minor CLAY 1/2" thick SANDSTONE bed---------------------------------140 ... 2" \hick gray fine SILTY SANDSTONE bed .. white grey well cemented fine SANDSTONE bed PROFILE HORIZONTAL SCALF: !" = JO' ::__ _____________ 4.L! ... LW:..IIWIILL+-!10 VFRTICAL SCALF: !" = /0' • No Chlngl9 , • CENE FOSTER TCA CORRIDOR l.4ANAGER cu 12. ~?,:2.. EA 102.540 /()IJ6 □ Changed u lf&fwd Al-Built Date: JOB No. 192-233 ss~160L/R FORD RD / BONITA CANYON DR UC ' LOG OF TEST BORINGS No. 1 POST MILE 22.50 DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY EARLIER REVISION DATES --- 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 I I I I I I I I I I ;! ] • l I 0 CI! ,_ 0 j C " 1i, . ;;; l g u C ~ 111-1 • Ii! ll 11 ~1-;J lrli; 0 g ~ ~ - I I I ! • 0 Ii! - j j ! l ~ l I ffi [ :r ! 11m • i -i!8 0 Ir Q ~& I I N- 2 .. 'IS "' I ... ~ ~ u ·c ... 0 ~ ] N • ., "' Ii! SI -l I I I I I ! 0 N • ., "' -a, ,_ g i i " I ~ ! -e 1i, ·;;; t I.: ~ :I! C 0 > > u ~~ H H33107 ,au IOU IOU t') r-- TO S4N O/ECO H33108 IMJ SR 73 10 "- G.t -------------------------------------------------- Er) H9J4 !086 ;. ... ) 1,'1/~'-I ' ''· 1 ~---J 1085 !086 ----1---------- PLAN SCALE : !" = JO' TO NEWPORT 8£4CH ¢ DIST COUN1Y 12 ORA ROUTE 73 POST MILES TOTAL PROJECT OFESSIONAL ENGINEER PLANS APPROVAL DATE M&T AGRA SHEET TOTAL NO. SHEETS CIVIi.. OF CAI> Ceotechnica/ and Environmel"1't:II Services 1290 North Hancock Stret1t Anaheim, Ca NO!FS.• I.) EZEVAllON ANO LOCAllON B4SE1) ON Sllli'J,EY BY CRE7N£7f ENC/Nlli'i'.WC 2.) BOmNCS LO<lCEO BY RYAN a4l4H, STAFF ENC/NEER. J) EB Pli'n?OOS Bc:w/M,'S PEfi'R:WAIEl) BY NOL Tc ANO ASSOCJ,f ffS. -I) etM:'HM4RK -AISL EZEY. 2()().17.J, TOP OF~ POST, 0 2 AlllE NOR~sr AL~ n,'£" BONITA OIN>t?N RCHO FROAI n,'£" IN!cli'SECllON OF COW!F ~n:w RCHO. 7.5 l'll'T SO</n,'DfST OF THE CENTFli't.lNE OF BONITA ~n:wHaw. H33103A ---------------------170 ... color change to orange brown ~~>l'r~· 1 9 ••• medium dense ,,...,.,.,...,...,......,.-=..,.-v. r-r'TI<7....;.:~.,.,.. ALLUVIUM: (CL) Dork gray SANDY ,,,4" layer of olive green-brown /50 -----~+"-'"-I""'-'-!""= --lean CLAY, firm-------.,....,.,"""'":T?C...,.,,...,,..y tI.1iLTh~JJ.~ ---SANDY CLAY -------------------------------------------------------------!50 (SC) Olive-green CLAYEY SAND, 140 -----frn~fHH-1~ '.!Ni.-1'--'!:!.J"'~~-loose BEDROCK (TOPANGA FORMATION- LOS TRANCOS MEMBER): weathered mottled olive-green SILTSTONE ... Olive-green inlerbedded ---SILTSTONE/SANDSTONE---- decreo,ing SANDSTONE .. color change to dork gray, ... color c:hange to mottled brown- black ... COBBLES, medium dense 1 -(CL) Mottled olive green-brown SILTY -------------------------------------------------------!40 GWS EL 137.1 CLAY with GRAVEL ALLUVIUM· (ML) Dark olive green-gray CLAYEY SILT with SAND, voids, very stiff .. coliche deposits (CL) Olive-green fine SANDY CLAY --------------------------------------------------------!JO BEDROCK (TOPANGA FORMATION-LOS TRANCOS MEMBER)· Mottled gray blue orange brown, CLAYEY SILTSTONE ,~~== ----brown, olive-green SILTSTONE --w.,:141'<1.>"'--i.<>Cil!Ju...:r. ----------,-----------------------------------------------------------!20 -'-'-'----'----' ... 1nterbedded 1 /8" to 1 / 4" layers 7-20-93 ... color change to gray with some brown . layers al micaceous fine SANDSTONE 14 ---- > 1 .4 4 ---- 7-14-93 of olive-green, brown CLAYEY SILTSTONE and SILTY SANDSTONE . color change to blue-grey end brown --.. blue gray-brown, 1nterbedded --------------------------------------------------------f fO CLAYEY SILTSTONE and SILTSTONE with fine SAND !00------------------------------------------------------------------------------------------------!00 90----------------------------------------HORl~N~Lq~~~~!" = JO' AS B~IL T 90 VERTICAL SCALE: /" = 10' ----------------------------------+-! •-__ 1111r-:c---,-- STATION/NC (f ROI./TE 7J) 1082 f08J DRAWN BY JOE MAGUATO R. OMAR l------+----------1 FIELD INVESTIGATOR CHECKED BY D. DAHNCKE DATE JULY 20, 1993 108/ 108.5 ~ TRANSPORTATION CORRIDOR AGENCES ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 Q Changed u llll1111t As-Built Date: 1086 1087 JOB No. 192-233 ss-160L/R FORD RD / BONITA CANYON DR UC TCA CORRIDOR MANAGER LOG OF TEST BORINGS No. 2 POST MILE 22.50 DISREGARD PRINTS BEARING REVISION OATES PRELIMINARY STAGE ONLY 2 3 EARLIER REVISION DATES -----32. 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 I I I I I I I , I I I I I I I ,' . Iii I!! [ ~r I ~-sl o -~8 0 "' ~c ~ I ~!!.j 0 g •ii ! "' I 11~1 ... is !i!~1 _,, i i itt ct ft g_,! l 1 l ! I! ._I! t iJ! fJ! ~ t' § g i .t • u itJo.i <II u j .g -is g 'Ii 8 ~<') ei<'J t ii ~ ~ Wl WI rrB ~ ~ ~ ■ ID ~ ] .. 0 ~ S! S! -; I I I I J o,. 0 ~ ~ - -{ ... ..... ... ~~ -I I I I ~J l 0 ..... "' - g J! l ! ., j 'Iii ~ ·.; j ! 8 I i = i X =: J ~ i .; .l J! ! ii 8 > _____________________________ .,_ ~ RAMP FR-3 »• J86 -~ TO S4N 0/EGO f(J,12 H33108 f(M2 !OIJJ SR 7.3 f(J86 DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET TOTAL NO. SHEETS 12 ORA 73 PLANS APPROVAL DATE M&T AGRA Ceotechnlcal and Environmental Servlces 1290 North Hancock Street Ananelm, Co NO/Es.· 1) BENCHAIAHK -VSl El.Ev. 200. 1 ?J; TOP OF CONCRElF POST, a,2 Allt.E NOl?!HE:4ST AlONC THE BONITA CAN>tW Ha40 /7i'Ol,f !HE INffRSECTlON OF COn:Jff CANn:JN li'Cl40, 7.5 ITET SOt/lHEAST OF !HE CENffRt.lNE OF BONITA C4N>tW Ra40. ----!---------- ~925 H33107 ~ f()!J2 PLAN SCALF: I" = JO' ELEVATION 190------------ r2 w !-__________________________ _ ::) 0 r--0::: st LL +o ~ IX) 1--/80------------~ 0::: ------------------------- ELEV. 172.0' . LO < . I-co (/) ll) H-925 -----....+..---, 8" H RTIFICIAL FILL (Af) /70----------------==!.:~CO'. Tan, SILTY SAND (SM)------------ ' /40 /JO STATION/NC (f ROI.IT£ 7J) 108/ CHECKED BY 065'· Light and dark gray SANDY SILTSTONE, wet, hard 070"· Light and dork gray SANDY SILTSTONE, wet, hard /082 !08J JOE MAGLIATO NOLTE & ASSOCIATES FIELD INVESTIGATdR D OAHNCKE DATE 10-13-90 ~ TRANSPORTATION CORRIDOR AGENCIES ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 TO NEWPORT BEACH ¢ THE DATA INCLUDED ON THIS LOG OF TEST BORING HAVE BEEN EXTRACTED FROM THE GEOTECHNICAL/MATERIALS REPORT FOR TCA CONTRACT No S90-09. THIS REPORT WAS ISSUED BY NOLTE AND ASSOCIATES ON JANUARY 7, 1991 M&T AGRA, Inc , HAS UNDERTAKEN A REVIEW OF THE REFERENCED INFORMATION AND CONSIDERS IT APPROPRIATE FOR THE DESIGN OF BRIDGE No.(s) 55-760K, 55-760L, 55-760R, 55-760S HOWEVER, M&T AGRA, Inc DOES NOT GUARANTEE THE ACCURACY AND COMPLETENESS OF THE ORIGINAL BORING DATA, ELl½4TION !90 "---------------------------180 H COLLUVIUM (Ocol) L___,.,__..,, 00'-3': Gray SANDY SILT (ML) TOPANGA FORMATION-LOS TRANCOS MEMBER (Ttl) 1~':!=~~-05': Brown SILTSTONE, dry, ____________________________ /60 hard, same lnterbedded 1086 CE"NE FOSTE"R TCA CORRIDOR MANAGER SANDSTONE 07': Brawn SILTSTONE 01 O': Brawn SILTSTONE, dry, herd, thinly bedded, some 1nterbedded SANDSTONE 015': Brown and gray ---------------------------- SILTSTONE, hard 020': Brown SILTSTONE, hard, thinly bedded, moderately fractured, slightly friable 025': Brawn SILTSTONE, hard JOB No. 192-233 150 140 ss-1soL/R FORD RD / BONITA CANYON DR UC LOG OF TEST BORINGS No. 3 POST MILE 22.50 DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SH EARLIER REVISION OATES ----ol 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 ~ ........... ________ _ -------------·------------------ - - - --....___ -~ -- - -- - - - - - -----..,___,_.. ___.._._ ............ ------- - - - - - -- --- ~ , 11l!'1 -1 - 11111 Jrlli ©G ] -,.o -ii! S! S! l I I I I ! 0 .. 0 ii! -a, t ! j 1 I l ! ~ ~ ! 5 1 u i 1 A Iii ~ [ l:! "' Ji!~ E a!• l -~;g 0 "' ~c ~ ! N!!.j 2 C ·~ a: ~ "' ~ -i ... ~ i N ... ., "' ~ ii! -I I I I I ! 0 N ... ., .., - li' 1 'a i ! i I 1 ., ! ! g u .146 TO SAN OIEG'O ,on H33108 fMJ IM6 L ___________ j _______________ 0----------~--------l __ _j ~V \ 5S-7boL ,on IIMJ SR 73 ~ ~ f/MI 0 !045 1086' QIST COUNlY ROUTE 12 ORA 73 POST MILES TOTAL PROJECT SHEET NO. oFE~~ TOTAL SHEETS PROF'ESSIONAL ENGINEER ~~ u.~ 1?,~ PLANS APPROVAL DATE M&T AGRA if! No, C 0-17187_ \; Exp 12-J1-9. CIVIi.. OF' C,-1..~ Ceotecl111ict1I tNtd E:nvlronmentol Services 1290 Norlll Mtlncock Street Anollekn, Co __ f ___ _ ----1-------+---NOffS: f.) E"L.EVATION ~925 H33107 ton /80------------------------------- ORIGINAL GROUND SURFACE ALONG ROUTE 73 ~ tf _____________ 7 ________ _rss 7 -1~~ 106-# 1085 TO NEWPORT BEACH c::;> PLAN SCALE: I" = JO' BD,/Ch'M4RK -VSL El.Ev. 200. f?.J, TOI" OF a:wcHl7F MST, a.2 VILE NORTHEAST ALONC THE BON/T,,4 cwn:iN li'Q,flJ fii'Ol,I !HE INTERSECTlOtV or COYOTE OIN>t?N li'Q,fO, 7.5 FEFT Sot/THEAST or THE CENfFRL.INE or BONITA OINYONRQ40 THE DATA INCLUDED ON THIS LOG OF' TEST BORING HAVE BEEN EXTRACTED FROM THE GEOTECHNICAL/MATERIALS REPORT FOR TCA CONTRACT No.S90-09. THIS REPORT WAS ISSUED BY NOLTE AND ASSOCIATES ON JANUARY 7,··1991. M&T 'AGRA, Inc, HAS UNDERTAKEN A REVIEW OF THE REFERENCED INFORMATION AND CONSIDERS IT APPROPRIATE FOR THE DESIGN OF' BRIDGE No (s) 55-760K, 55-760L, 55-760R, 55-760S HOWEVER, M&T AGRA, Inc DOES NOT GUARANTEE THE ACCURACY AND COMPLETENESS OF THE ORIGINAL BORING DATA -------------170 H-934 PROFILE HORIZONTAL SCALE: I"= J0'--------100 VERTICAL SCALE: !" = 10' 90----------------------------------------------------------------------------H .. .._,_.~ .. Sl:4170NINC ({ ROUT£ 7J) /082 JOE MAGLIATO NOLTE & ASSOCIATES t------+----------t FIELD INVESTIGATOR CHECKED BY D. DAHNCKE DATE 10-1.3-90 f08J ~ TRANSPORTATION CORRDOR AGENCIES ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 3 108.5 CE:NE FOSTER TCA CORRIDOR MANAGER cu EA {086 {087 • N(,CI lrtgll Q Changed a 1111 IDld As-Built Do.to: JOB No. 192-233 55-76oL/R FORD RD / BONITA CANYON DR UC LOG OF TEST BORINGS No. 4 POST MILE 22.50 DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY SHEET F EARLIER REVISION DATES --- 7 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 I I I I I I I I I I I I I I • •' Location @ -0.52Y. PROFILE GRADE t RAMP BC-2 No Scale Owner TCA LIST OF UTILITIES Oescr,otion Irrigation Supply Line, 2" Golvonized 1 719/15 REVISED APPROACH SI.A& 4114195 ORIGINAL ISSUE Rev CATE DESCRIPTIONS NO Released for Construdlon Steel Pipe ~Ill r,1111 BY CHK NOTES (D Point "'Ford Rd./Bonito Canyon Or Undercrossing" (ID Point "BRIDGE No. 55-760 S" a> MetolBeom Guard Roiling.See "ROADWAY PLANS" @ Slope Paving See "SLOPE PAVING-FULL SLOPE" Sheet @ Structure Approach Slob ® (Z) @ ® ® (ill Minimum Horizontal Clearance Concrete Barrier See "ROADWAY PLANS" Luminaires, See "ELECTRICAL PLANS" DIST COUNTY ROUTE POST HILES TOTAL OJECT 12 Oro 73 ~ad:;~ REGISRED STRUCT~1'ER PLANS AH'AOVAL DATE IIAJll■■t•■ DII t.■ PW) INC. Two Ventur"e, SUit• 550 Irvine, Callfornla !2T1t SHEET TOTAL NO, SHEETS ~!Lt 7/7195 15ro)ect Engineer Date @ C Soffit Lighting . For Details .See ''ELECTRICAL PLANS" Pull Box for Soffit Lighting, See "ELECTRICAL PLANS" Sprinkler Control Conduit, See "ROP-DWAY PLANS" Conduit for Luminoires, See "ELECTRICAL PLANS" Install Conduit for Soffit Lighting, See "ELECTRICAL PLANS" Datum Elev 130.00 Alon 88"·0''. 158' -0" \ __ .. --- 15t 1" u• r - -• --,.,,n --• - __ .. Vert c1;·· fQ).✓ NB Rom BC-2 68"·0" J •Ht, .:. . J,i, t p,,iJ.ns arx:, ' ' t~ ,., [ C}ur.t Approx O.G. I 282•00 a t Romp BC-2 283•00 ELEVATION Scale: 1"•30' I I I .I 67•90.05 Bonita Con on Or. 1 / 283•50.14 t Romp BC-2 , 1 ~:!::::~;~~?~~~~~~=~~~~=~/!~= ~~~==-- / ' / / I I I I Bent J 284•00 265•00 PCC 62•80.88 . _ ... <t, f or.d. Rg/.,PQJ)ito Canyon Dr. NO TE· .411 !As-Built) correcr,ons ate done ,1, 17 AL/CS with RED /Ni<,' ____________ . ____ i.~.!3. -~~~ .Z~----~-------_________ ., ------------------------------------~~------~ ' . 8 Point of Minimum Vertical Clearance Standard Pion Sheet No. <t Rte 73 Varies r - -- I t NB Rte 73 I 44'·0" ' ~----t----../ Profile Grode 1 ! \-See Ford Rd./Bonito ! Conyon Or. UC <RIL> I t;'"\ I -·· ..1• •• 1 .. _______ L;;i I '·-..... _ ,---:--------------------------~ --------______ .., __ _ ' ' \ I - -.. , ,--... -... • -~ ( ..... -.. - - -""" • -..... - \\ II II 1••,,1 11 \\ II ti I ... .J ti 11 \~ -.. --~.::. ---_ ~ ~: : : -... - -J L - - - -.. -~ ..J I ..... -... - -J, I f I -------•••••1••-----, ... , .. ....1 I I I I I I I I I I I I I I I ,-"--•· I I I I I --'--r-----1· -~v'-- 1/ I I'::--:., ' ' ·-, / ·,._ ;\' ---' ' ---,,, r··---J----·-~-~--~~(/r~·~---~-~----J------, I I I I I I I I I t L ,-• r • •1 .. , .... , .. , .. --.-.. 1 .. 1 Lr -y .... 'r .. ,-... , -, .. -,-i .. 1 .. 1 II II II If II II It ti <•J ,,, c,, c•1 c,1 ""' c~, c,1 1' -9" For General Noles, See "DECK CONTOURS• Sheet For Pile Doto, See "FOUNDATION PLAN" S eel F' or Deck Drains, See "Deck Droin Type D 2 Modified" Sheet F'or Quantities, See "F'OUNOATION PLAN" heel For Deck Drain Lo.yout, See "GIRDER LAY UT" Sheet '.i Romp BC-2 ' ' I 4' ·O" 39' ·6" 24'-0" 8t Vories Profile Grode 8, 8, Axis of Rotation Vories I 0-' I I J ti I I I L ~--1-'-_ ----L, ' ' I I I I I ',.,. -.. ' I ' 1"-9" Concrete Barrier Type 25 Modified CTyp) -0 ® .__¥◄"x10" Beveled "'-Recess "'--casl ·ln·Ploce Prestressed Cone Box Girder I I I ' .' / Toe of Fi I I I 284•96.6 • TYPICAL CROSS SECTION \ ' J ._ I ' J ~ -.. .. - ,,.. ,/ ~ ' , ta ======== • Top of F:i ~~~~~ ' nib 'b V ~ 17 26· 28'0 Skew Abut <Typ) 282 I I I I I I I I I ,I I I I I I I I I I I I I I Toe of Fm 1 1 I I I I 55" MWO____-;' .' 'rl I I I I --t.----- I I I 30•55 Skew <Ty PLAN Seale: 1"•30' --------- eek Orai (\· (), '-, oe" of Cul Top of Cul Beg. Trans. Closs 1 Bike Trail Toe of Fill 284•68.22 ----~ End Trans APPLICABLE ST ANOARD DATED JULY 1992 Abbreviations Symbols Scale= 1"• 10' PLANS Excavation and Bock fill Bridge -Limits of Payment Bridge Details Bridge Details Bridge Details B~idge Details Box Girder Details Deck Drains -Types 0-1 And 0-2 Utility Opening Bo,c Girder Cost·ln·Ploce Prestressed Girder Details Concrete Barrier Type 25 Communications and Sprinkler Control Conduit Woter Supply Line <Bridge) Water Supply Line !Details) -Soffit Access Opening Edge Drain Outlet and Vent Details CURVE DATA It. Ford Rd/Bonito Canyon Or (D R•2400 00' T•121.40' 6•05• 4 7'29" L•242.59' . INDEX TO BRIDGE PLANS 1 General Pion 2 Deck Contours 3 F oundotion Pion 4 Abutment Layout 5 Abutment Details - 1 6 Abutment Details 2 7 Abutment Details -3 8 Bent Details - 1 9 Bent Details -2 10 Typicol Section 11 Girder Loyo1i1t 12 Girder Reinforcement 13 Miscellaneous Details - 14 Deck Drain Type 0-2 Modified 15 Structure Approoch Slob 16 Structure Approach Drainage Details 17 Slope Paving -f'ull Slope 18 Joint Seat Assembly <Maximum Movement Roting•4") 19 Log of Test Borings QCM"-.v« ', JUI. 2 0. • '.'l't-: F~ .... ~-'~ ,r LOM> F.-CTCIII LIVE L01101 1 H521•44 ANO ALTERNATIVE BAIDG NO, OISIGN A ISLAM R MATHUR OESION AHO p::!: DESIGN LOAD TRANSPORTATICJN 55-760S FORD RD/BONITA CANYON DR UC ,___ f-:01:-::-T,.--I-L=-.-h"wR:=--:G~O~N~Z~AL-:-:--:E::Z:-:E:--t;;ocicciii111,R;:--:M:A:-:T::H:U:R::--11.LA~YOU~T-j. .. ,,.:-;,;SL;-:AM;:--r-7icicciio-:R~M~A-::T~H::-:U::R--/~ CORRIDOR AGENCIES OEN£ FOSTER POST HILE ~~.=:.:.!.:.....:....:..::,_ __ ....J~m~rr~~•~Tl~Tl~U;..L"~A~IS~L~AM::.,. ___ .J...D_,_;.R~M~A~TH~U~R.;.__.w_~_·~-'-'·--'-.. __ M_M_O_H_S_E_N_I __ ..... H! __ -~=·=A=-IS~L~~:-:-;:--:~~r--r-,---,r--r-r-,-tr:iT~CA"'i';C~OR~R,IO-O-R-M-A-N-AO-E-R---~~2~2.~5~0_,JL-.--,'---,-~~GnE~N~~RAL PLAe-N-~ OAIOINAI.. SCALE IN INCHES CU 12332 DISREGARD PRINTS BEARING FDR REDUCED PLANS e I 2 3 EA 1025◄0 EARLIER REYISION OATES -• YI ET OF 1 19 f'ILE 10• /usr3/ls3/ajt,/ 331/C1ro.,lft4a/r3312btp.aht •• !'IT ll.t.T[: Oll•MAA•111!> 16•27 PEN TAIILE• 233.pen - I Of r&' ..... ..._/ ~.:,/ ~I Abut 1 I 5 Bent 2 Bent 3 Structural Concrete, Bridge Structural Concrete, Bridge Footing f. -=1 Cost·ln-Dnlled-Hole Concrete Pile Structural Concrete, Bridge (f'c•4000 Psi O 28 Days> Structural Concrete, Bridge (f'c•4500 Psi o 28 Days> Structural Concrete, Approach Slob CONCRETE STRENGTH 8, TYPE LIMITS No Scale •8¼r-------------.--------------,----------~--~-------------~-------------,-------------~ I I I I I I I I I I ' I I I I I I I I I I I I I •61. r -------------,-- - -----------,--------------,-- -----------"' -------------, --- ---- - -- - -, I I I I I 1 I I I I I I I I I • 4 ,;_ IL - - - - - ------,'--------------',-------- ------,' --I I I ,. - - - - - --- 7 - - --- - - - --- -.., - - --- - - - - - - - -j I I I I I I I I •21. i--_ --_ ---____ ; ____ ~-~-_...,. __________________ .____;,•.!::2.:.:.t_L::.t~E.:S..1.' _____ _ 1 ' : BC-2 SL: g, Axis of Rotation : : 0 ~ -- -------- --~ --- -- . --,. -. -- ---- -- --,--- . -· -- ----- ------·----------'---- ------ ----, 1 , , R , • 185' Lt , . 1 , -21. ~ - - -----------:----_ :,;--;..;-~!---+-' ------,•~------t·---~"'"di~~lf------' I I ~ I ..,_ I I r') I I I I -41. I-----------_,_ ------If>--- - -~ - - - --- - - - - - -_._ - - - - - - - - - - • _,_ - - - - - - - - - - - -__,_ - - - - - - - - - -" I c.o I • I t I I I I ~ I I ' ' I I ,. I I I ,,; I I I •61. ~ ----- -IO-----~ ---------- ---~ ---- --- -----:- 1 ♦ I I I I I I I I I I I I I t I •81. L. -----------_t_ ---- - -------_,_ - - ----------_,_ - 280 281 282 263 I I --- --------,--. ----- ' > I ---- - - - -J - - --- - - ----- -J - - - --- - 284 285 SUPERELEVATION DIAGRAM No Scale ~ Ford Rd/ Bonito Canyon Dr Approach Slab Edge of Deck i_ Romp BC-2 • • Notes: Deck Contours Intervals ore 0.2' □ Indicates Even Foot Contours • Indicates 10' Intervals Along i Romp BC-2 Deck Contours Do Not Include Comber. DECK CONTOURS Scale: 1"•30' ' ---.J 286 CtCCtlllD . • • 195 tl ------ Approach Slob 1 7/e/95 REVISED APPROACH SLAB 4114/95 ORIGINAL ISSUE REV DATE DESCRIPTIONS NO Released !or Construction Project En;:Jj/. LJ.£ ~ ci:R BY CHIC - 717/05 Cate Comber Line <Typ) -• •' 0 0 8 0 0 • . • 0 0 0 'I◄ ½ r .. • I • c,,I I '-' CD I • ' NI ... , • -. -, fl C, ., I CD, • iJ. ~I -• ~ ... • 0 -N • 0 ' . • .. .... • 0 DIST COUNTY POST MILES SHEET TOTIIL TOTIIL ...-OJICT ND, SHUTS 12 Oro 73 ISTEAED CIVIL ENOINEEA css, AMIN ISL.AM . -484ff l'LNfl N'PIIOVIIIL DIIITI f/30/t -•"■-II■ -..... , INC. CM. Two venture, Suite 550 DI Ctl. lrvlne. Caltfornfo 92718 • • • g g 0 0 • • . 0 0 0 ' 'I◄ 1/2 r .. I ' ' I c,,, "" . • m.1 I , ' ...,. ... I I ... ... c, :, I •• ~i c:i, I ~ ' f::111 NOTES: Camber Does' Not Include Allowance For Folsework Settlement ~ Parabolic Between Points Shown CAMBER DIAGRAM AS BUILT No Scole • LCI IIIQII □ Changed• ll11bd Aa Bullt Date: GENERAL NOTES LOAD FACTOR DESIGN DESIGN: Bridge Design Specifications ct983 AASHTO With Interims And Revisions By Coltrons> DEAD LOAD: Includes 35 psf For Future Wearing Surface. LIVE LOAD: HS20-44 And Alternative And Permit Design Load. SEISMIC DESIGN: REINFORCED CONCRETE: PRESTRESSED CONCRETE: Peok Rock Acceleration • .50g Depth, of Alluvium • 10 to 80 F'eet 8t TCA Seismic, Design Criteria. fy • 60,000 psi f'c • 3250 psi Unless Noted Otherwise n • 9 Transverse Deck Slobs <Working Stress Design> f s • 20,000 psi fc • 1200 psi n • 10 See "Prestressing Notes" on "Girder Layout" Sheet QOM M;i.QE Jtt~ . 2 (lj-. . F~!f.'!;IC'MON DESIGN A ISLAM R MATHUR •• CICCKID ~ TRANSPORTATION 55-760S FORD RD/BONITA CANYON DR UC •• 1-o_E_TA_1L_s_+-_R_G_0_N_Z_AL_E_Z_E_4-__ R_M_A_TH_U_R __ ~ ~---.~ CORRIDOR AGENCIES ocic 11'09TC" ~•~••~~;..r..-..:-_;.. ___ _._ _________________ ...L~-Nr_n_1E_s..1-~-A_l~SL~AM~---Lc-1Cc_•1 ~ 0 ~R~M_A_T~H~U~R-:--~"::-',--.-.--r-,--,--,-+.~Tc~~~c~~~"~'-°°" __ "A_N_Ao_E_A __ -4,...:2~2.~!~0-IL....-----~DECK CONTOURS ORIGINAL SCALE IN INCHES CU 12332 DlllltOilJID ""INTI NMINO EAl'ILIE" M:VI ION tlATES -• YI FOR REDUCED PLANS II 2 3 EA 112,41 2 f'ILE !Dr /usrJ/i93/t1 jh/ 3311drawin4t1 Ir .3312cttn tht PLOT DATE· OS•NOV-1994 20 10 PEN TABLE, 2JJ pen ' 'i. , CURVE DATA ///," -~f / ,V/, , .1./,,. I 1/ , ' .J,"' '7 /';F :II' ,13 ' ~ Ford Rd/Bonita Canyon Dr R•2400.00' l:t.•05· 4 7'29" T •121.40' L•242.59' i PLAN Scale: 1"•20' PCC 62•80.88 NOTES: ,,,-0 Denotes Elevation at Bottom of Footing at Abutment For Limits of Structure Excavation Si Backfill, See "Miscellaneous Details" Sheet. (,1 Indicates 24" Dia. CIDH Piles Cl Abutments 0 Indicates 120" Dia. CIOH Pile Shaft --·· PHOTOORAHHETRY AS OF• DRAWN .., A ISLAM DESION " A ISLAM -CICID R MATHUR ORIOINAL SCAI..E IN INCHES FOR REDUCED PLANS e FILE 101 /uer3/le31•Jh/331/drowln9•lr3312fd1.•ht PLOT DATE• 08-MAA-1119~ ,e,43 PEN TABLE• 233.pen 2 3 OEN£ FOSTER TCA CORRIDOR MANAOER cu 12332 EA 102540 ---..... , .. -··--- DIST COUNTY ROUTE POST HILES SHEET TOTAL TOTAL PROJECT NO, SHEETS Ora 73 9-Q!ESS/ REOIST s ~ HANOIMULI W No. S J700 PLANS APPROVAL DATE 6/ ----PARSONS D& L&UW1 INC. Two Venture, Suite 550 Irvine, Callfornla 92718 PILE DATA-CIDH CONCRETE PILES Location Diameter Abut 1 24" Bent 2 120" Bent 3 120" Abut 4 24" BENCH MARK •1 OCBM 3D0 4 70 Design Loading C Service Load> 100 Tons 1405 Tons 1405 Tons 100 Tons Cut-off Specified Elev. Tie Elev. ... 129 168 104 168 118 141 About 0.2 of o Mile Northeast Along the Bonito Canyon Rood, from the Intersection of Coyote Canyon Rood; 186 Feet Southwest of the Center of a Bell System Telephone Company Manhole Cover, 75 Feet Southeast of the Centerline of Bonito Canyon Rood, 5 Feet Northeast of a Powerpole Number 18616420E, in the Top of o Concrete Post, 0.2 of o Foot Above the Ground and About Level with the Center of Bonita Canyon Road, Witnessed by o Steel Post, 1 Foot Northeast. Elevation 200.17 J Adj 1976 BENCH MARK •2 3FF 8 77 At the Intersection of University Drive and MacArthur Boulevard <Corona Del Mor Freeway), on the South End of the Southeast Wingwoll of the Overcrossing Bridge, Set on Aluminum Cop with Epoxy Level with the Wingwall. Elevation 57.08 Adj 1994. ESTIMATED QUANTITIES Joint Seal Assembly 12" Neoprene Strip 24" Dia. CIDH Piles 120" Dia. CIDH Shaft Slope Paving CMR•3") Structure Excavation <Bridge) Structure Bock fill (Bridge) Structure Concrete <Bridge> Structure Concrete <Bridge Footing> Structure Concrete <Approach Slob) Bar Reinforcing Steel <Bridge> Prestessing Steel Miscellaneous Metal <Bridge> Concrete Barrier (Type 25, Modified) AS BUILT • NG ChiV,gll 0 Clw.lged ll 11I1'1mlll AaBulttDate: 86 LF 86 LF 692 LF 114 LF 32 CY 446 CY 189 CY 1,077 CY 120 CY 94 CY .360,428 LB 40,860 LB 2,200 LB 748 LF • . ' ' " ,. '"') ·1 '11 1··. f4J ,~ ...,.,;.J l'OR c;o;,:::,11\l;,::1 ,Oi'i BRIOOE NO, 55-760S FORD RD/BONITA CANYON DR UC POST HILE 22.50 DISREGARD PRINTS BEARING EARLIER REVISION OATES -- FOUNDATION PLAN SHEET OF .3 19 Edge \ Ramp BC-2 , ,, I Edge of Deck \ . . '. \ \ 4" X 12" X 15" Elas tomeric Bearing Pod \ \ \ \ \ \ \ \ \ \ See Detail 2 on , "Abutment Details-2" , Sheet , --, 9'-0" '•6 II , ,, \ Abut 1 ·i·-·-·- \ Edge ~ Ramp BC-2 \ \ 9'-0" • 3' -O" 4' -103/,." 3'·0" - 4'·10¾" 37'·51/e" 3'·0½" ABUTMENT 1 PLAN Scale: 1/e"•1'·0" l Ramp BC-2 \ \ 36'· 7" \ 5'-31/: " . --·-·r -s> _ ~-~u_t_ 1 __ . I I I , I 24" Dia CIDH Piles <TotalB> --,..... ,,.,. ,..... ' ;""' -t -t > - . - • - • - • + t J-• -• - • - • - • t+ - . - . -. -'t ... ,. >-.. .... ,,, .. ,.,,, • 'I"' 11'·9" . 11'-9" I ' 8'·1½" FOOTING PLAN Scale: 1/a"•l'·0" • I • 3"·71/a" I• ~ Ramp BC-2 I Top of Bockwoll j . 6'-0" •6--'\ o Top 8, Bottom ~Footing Reinf. Mats. 6,_0 ., Typ. Both Ends -·-··-··-··-·· -·· -------·-··-··-··-~----::.::, See Detail 1 r----"'----r-'"'---+-£-----~~,-,/ 0 i '· JSlope Paving l__,.....-r----...,._------.:;w;--: I I C t I •--• -/-- -• ::::::i----- 1 - L ---,-r'• • • - - -• - - • • I I ...!>.,!- -------------------------,-·---·· I I _________________________ j _____ , ELEVATION Scale: 1/a"• 1"·0" I I I I --'Y- NOTE: All Piles Not Shown for Clarity . . 0 I . ... ... .3' -4'/◄" CTyp> 3"·0½" 34'·4'/◄" 37'·51/a" ABUTMENT 4 PLAN Scale: 1/a"•1'·0" i Romp BC-2 \ \ \ 5'·3½" . 36"· 7" \ 3' -71/s •: _B_' -_1..._¾,...'_' ___ 1_1'_·9_'_' ____ 11_' -_9_" __ \ ! • I '; . . 4¾" ! 11"·4¾" 11'-9" 11'-9" •l~--~--1----------------...... ------=----1 FOOTING PLAN Scale: 1/a"•l'-0" f R~mp BC-2 • I i Top of Backwall . ··---~-- 24' Dia CIDH Piles <Total 8> -··-•--... -... -... -... -. l=~~------J.......J._-_· ·_· _· --·....,J· -··::,/See Detail 1 ________ _.:;0 _J.~ ' ' Slope Paving : I 0-I I 5, I ---~--------------------------------N~ -rL---, I I I '•----L---•---~----•--•••••••••-----•-------L •••• J I f I I I I I I -'-Y ~► "r ELEVATION Scale: 1/a"•l'-0" ~ 0 DIST COUNTY ROUTE POST HILES TOTAL PROJECT 12 Oro 73 PLANS APPROVAL DATE PARSDNS a■ ._.UW1 INC. Two Venture. Sufte 550 lrvlne, Callfcrnfo 92718 2" Cir <Min) Match With Girder Recess Match With Girder Recess NOTE: ~II For Dimensions See Detail 1 on "Typical Section" Sheets DETAIL 1 NO Scale SHEET TOTAL NO, SHEETS AS BUILT • N(,Cllllr.gll Q Changed ea IIIIIC8d As-BulltDate: NOTES: For Section A·A See "Abutment Detoils-1" Sheet For Section B-B See "Abutment Detoils-1" Sheet ()Indicates 24" Dia CIDH Piles c:·i: ,·" ; 'l () • 1' l' .,, .1;.1 ,i i i ..... :J OESION •• A ISLAM CHCIIIO R MATHUR BR DOE NO, 55-760S FORD RD/BONITA CANYON DR UC ORIGINAL SCALE IN INCHES FOR REDUCED PLANS ta I 2 3 f"ILE to, /usr3/ls3/a)h/331/dr0wln9s/r33120bt •ht PLOT DATE• 04•NOll•1994 11•40 PEN TABLE• 233 pen OENE FOSTER TCA CORRIDOR HANAOER cu 12332 EA 102540 POST HILE 22.50 OISREOARO PRINTS BEARINO EARLIER REVISION DATES-► ABUTMENT LAYOUT SHEET OF DIST COUNTY ROUTE POST HILES SHEET TOTAL See "Detail 1" TOTAL PROJECT NO. SHEETS . . 0 I . ,.., Top Edge of Approach Slob Extend Beveled ecess 3'·0" ~ Abut Brgs Joint in Barrier Rail to . f. T~~ -~~-~~~-i~~ -~:i'.. ____ .. ' --~------··-· .. J. .. ----··-·· Ill Q) ·-.. 0 > Slope Paving .,._,14-4----3-•5 Outside Face Pile Cop or Abut.footing .3 -•5 Each Face <Tot 6> Match Deck Overhang " Cir ( CTyp> See "Slope Paving-full Slope" Sheet F'or Details WWLOL ' •4 U C 12 •4 o 12 Outside Face WING WALL ELEVATION No Scale 6J 1"x12" Pressure Treated Timber Where Top of Wingwall is Buried •9 Tot 2 See "Structure Approach Slob" Sheet •9 C! 9 Inside Face a Abutment Drain for Details See "Structure Approach Drainage De toils" Sheet SECTION 8-8 Score: ½" • 1'·0" 4 " '. Match With Abut Recess Match With Abut Recess NOTE: 12 Oro 73 RE0ISTERED CIVIL ENOINEDI ~css, ;; I HAr w No. 401:0 PLANS APPROVAL DATE • xp. 6/30/9 ' For Dimensions See Detail 1 on "Typical Section" Sheet .....P_A_R ___ D_N_■-D-■-L-■-u-w-,-.-N-C-4\. CIVIL Two Venture. Sul te 550 or cr..i.' Irvine. Collfornlo 92718 DETAIL 1 Joint Seal Assembly (Strip Seal> CMR•.3">. For "a" Dimension See "Joint Seal Assembly" Sht • { Abutment Bearings . I NO SCALE • 1'·0' 1"·5" ! 1'-4" See "Structure Approach Slob" Sheet For Reinforcement • I • Cl) Q,) ·-a > . . U) I ,.., "O Q) -Q) I 0, -e Ill 0 ~(.) ._ C Q) Q) -Q) <CD = Cl) oo 3t :c .x 0 Cl oc CD 2 0 Cl)·-0 Cl) oc -Q) a. I- I l---~----'>w,rr,;1 ,,.., 77! -, -•• - •4nc 12-------1 •s Cont o 18 -====::=::=:J[lj Geocomposite Drain See "Structural Approach Drainage Details" Sheet •5 C! 12 C! Backwoll Construction Joint -,-,. 0 C: I •-• :::E N,.... •9 <Tot 5l •6 L c 12 c Stemwoll -.. ,.., (.) .3" Cir 7 <Typ> 2" Cir 2" Cir -!-------'------ ' : .. '°O 2·•9 Cont.} I ' I •6 C! 12 3' • 3" SECTION A-A Scale: ½" • 1'·0" . . ,... Oc I •-• :::E N...., See "Structure Approach Slob" Sheet Expanded ~ Polystyrene ~ •5 C! 12 See Partial Abutment Section on "Abutment Detoils • 2" Sheet •6 n C 12 / -Slope Paving, See "Slope Paving-Full Slope" Sheet r-•5 J Cl 12 ½•5 C! 12 •6 Cont Top 8' Bottom <Tot 22> 2'·.3" 4-•9 Cont. 5"·6" Q) -Q) ... o• g~ (.) in .c g -j --·-L&. Q) -0 :c "C ~ ·-.. 0 .... NO --0 I -,.., . t") 1 QI C: ·--, __ 0 0 L&. -0 I E 0 ..., -0 CD : .. ,..,- b I . N ~ ·-a. -0 C 0 I- •6 Spiral 7 Bundles of 2-•9 CTotol 14 Bors> SECTION C-C No Scale 7 Bundles of 2-• 9 C 24 "0 CAST ·IN-DRILLED HOLE CONCRETE PILE PILE OET AIL No Scale AS BUILT •Noaumr,ee Q Changed ar Yer"wl As-Built Date: Released for-·construction ti • ll ~ DESIGN IT A ISLAM CICQCIDR MATHUR R CM.lil!.\ .. !ON·m!gw; C OETAtLS •• R GONZALEZ E OIICICID R MATHUR ~ TRANSPORTATION 55-760S FORD RD/BONITA CANYON DR UC Al1z 111,,. 1-----1"":",-______ __...,...,.,..,.,... _____ --1 </4i2!!\---coRR100R AGENCIES oENE FOSTER PosT HILE r·-'-="-°"-" ... .,....:f':.......:''-!J.--~----...i...--------------------L..:.:ou .... AN .... T .... IT_;.;1E:.:.S.J.._"_:A::...:.:IS:::L:.:.AM::::... ___ _J,_CICC_ICl-:;;D~R=M:A~T~H::UR;-;:-;;:;:;;-r,-r-,-T-,1--frTiiCA~C;;OR~R:;-I-DO-R-MA_N_A_oE_R----J-.~2~2~.5~0:!_.L ____ __,~~A~B~U~T!M:E~N T DETAIL s -1 ORIGINAL SCALE IN INCHES CU 12332 DISREGARD PRINTS 8EARIN0 < RELIHINARY STAGE ONLY) FOR REDUCED PLANS fll t 2 3 EA 102540 EARLIER REVISION OATES -- SHEET 5 F'ILE 10• /uar3/1•3/1Jh/ 331/draw,n,;i■/r3312ad1 ahl PLOT OAT£• 04•NOV·1994 13•52 PEN TABLE• 233 pen OF .. <Level> <Typ> 3" Typ Expanded Polystyrene. Some Thickness As Bearing Pod .079" Golv Sheet Metal Coot Top of Pod with Silcone Grease Prior to Placement of Galvanized Sheet Metal 4" x 12" x 15" Elostomeric Bearing Pod (Abut 1) 4" x 12" x 12" Elostomeric Bearing Pod <Abut 4) 4" Expanded Polystyrene~ ~ .079" Galvanized Sheet Metal. Coot Top of Pod with Silicone Grease Prior to Placement of Sheet Metal r-• I• • -t • • • I■ ' • ~ I . ___.~ ------.. O ■li). I • ' • • SECTI0/11 • ' PARAt.t.EL • TO GIRDERS • I • • DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 73 , ER . S 3700 ;;; PLANS APPROVAL DATE PAR■DNS DI! a.■uw, INC. Two venture, Suite 550 Irvine, Coltfornla 92718 P 8/30/ RUCTUR OF Ct-\. ABUT 0/APIIRAG;Jf, STIRRVPS FABR/CATEO T#t/SLY (----.#5 mr 8 E//cAIL.Y-SPACED • • SECTION THROUGH BEARING PAD DETAIL 2 ADDIIAf.F ST/RRUPS (AS S//OW/1/) ·i--------#s@ /2 No Scale No Scale Structure Approach ,,,-Joint Seal Assembly Blockout Structure Approach 3" Bonding On Smooth Finish • • ·----.___# 8 ' /' ~~i I ,Z'-10", I (PERFIW#/-C;?O) INSTAt.t.EO PARALLEL -ro GIR-LJERS·· (l Abutment Bearing I •3"-0"(Abut 4) 6"-0" (Abut 4) i 2"·0"<Abut 1> ' I ' ')--+,!,-:;='=1'R. -\~See Joint Protection Detail 1" Chamfer ½" Premolded Expansion Joint Material FILE ID• /usr3/le3/1Jh/331/drawln91/r3312ad2 •ht PLOT DATE• 08•MAR•199!5 111•32 PEN TABLE• 233 pen ' ' 80-13 13-2 ·--,~00 Alternative 1 .. _, 1 2 Temporary Bumper •a, Totol 8 Extend->;--- To Edge of Deck •5 ] a 12 N ... <t_ Abutment Bearing Level 3" All Around Bearing Pod Expanded Polystyrene. Some Thickness As Bearing Pod 1" Chamfer -to Inserts / \---if~!-==l~~~ 3" Bonding ~ 1/a" X 12" Neoprene Strip Bonded .3" Minimum Width Each Si~~ of Joint. Place Prior to Backfilling The •5, Total 16 Abutment Backwall And Installing The Temporary Bumper. <Fold Neoprene Into Chamfer> .d (PER ,C;f,-/H/-tc70)---· Abutment Bockwall JOINT PROTECTION DETAIL No Scale ADO #ALF S77RRVPS (Sec OET✓4/t.S A8vVE) 4" (Min) •a~. Totol6 Class "C" Concrete Ballast at Abut 4 Bottom Longitudinal Reinforcement END DIAPHRAGM SECTION NTS ----··=---=------~ Released for Construction PARTIAL ABUTMENT SECTION AS BUILT 513;~ Scale: 1" • 1"·0" •' ISLAM CICCKID R MATHUR OESION A IT z E E OCCICID R MATHUR ~ TRANSPORTATION OETAlLS R GON Al. 2 1-----+e-------~~------t ~-,--CORRIDOR AGENCIES QUANTITIES IT A ISLAM C>CCICID R MATHUR ORIGINAL SCALE IN INCHES FOR REDUCED PLANS e I 2 3 OENE FOSTER TCA CORRIDOR MANAGER cu 12332 EA 102540 a No C11ana11 a Changed n lllilfttll Al Built oat.: PROJECT ENGINEER ( .. BRIOO NO 55-760S FORD RD/BONITA CANYON DR POST MILE 22.50 ABUTMENT DETAILS OISREOARO PR[NTS BEARING EARLIER REVISION OATES-• - 2 SHEET 6 OF 19 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 73 Released for Construction Bridge Deck •4 Q 18 (Mox> ;,,. u s]E~,~ :'.:r~~ . S 3700 •5 [J Cl 16 <Mox> 1" Expanded Polystyrene ·e_ ,.-------, Pl.ANS APPROVAL DATE p6/ 30/9 •5,__ .... I 4-•5 x 7'-9" Equally Spaced ¥◄" Beveled Recess to Match with Abut Recess • 5 I Q Abut. Fr on t Face ,---r,::=::::i:=:m:::f=:::;:;:;;;i=f\ \ See Section D-D for Information <Tot 2------tt---,-.. ~~ Permissible Construction Joint •slcTot3> •5 x 9'-0", <Tot 3> - 16 (Max) Bockwall Reinf CTyp> •5~1 c 9 9'-0" 9'-0" <Tot 3> •5 <Tot 3> See Detail 1 -. (X) I . .... Abut Reinf 12 , Additional •9 I < Tot 5> Bundle with Abut. Reinf. ABUTMENT 1 END BLOCK ELEVATION (ABUTMENT 4 END BLOCK SIMILAR) No Scale •6 LcTot 3> t 8-•5 Extend 1'-6" into Footing 4-•5 X 7'•9" ~~~==~;;==~µ~__,.L_\.--• 5CT ot 3) •5 x 9"·0" CTot 3 4••5 X 7"•9" Equally Spaced •5 D c l6 ------,._.6" Chamfer <Mox> SECTION D-D Scale: ½" ·1'·0" OESION IT A ISLAM CICCICIO R MATHUR IT •-· 10 ~ TRANSPORTATION .....,K R MATHUR 1--oE_T_AI_L_s --+_R_G_O_N_Z_AL_E_Z_E_--t-==--------t --..--CORRIDOR AGENCIES QUANTITIES " A ISLAM CHICKCO R MATHUR ORIGINAL SCALE IN INCHES FOR REOUCEO PLANS 0 2 3 FILE 10• /uor3/113/1Jh/JJ1/drowln91/r3312ad3.1ht -----~• --... ~., 1"AC.I C'o ')"t"I. ........ OENE FOSTER .-:rWingwall Reinf <Typ> •6 L <Tot .3> -..... • a. ~ >,. ;.. I-..... TCA CORRIDOR MANAGER cu 12332 EA 102540 ½" Expansion Joint Material PARSONS a■ L■uw, INC. Two Venture, Suite 550 Irvine, Col lfornlo 92718 rExponded Polystyrene DETAIL 1 No Sc:ole Abutment Reinf CTypl ....... • Q. en >-. _, I-.......... •9 ..,,.,_,.,...j0 9 61-611 -0 I ;.. AS BUILT • No Chang11 Q Changed II Martad As-Built Date: 8-•5 Extend 1'·6" into Footing ,· SECTION E-E Scale: ½" • 1' ·0" BRIDGE 1\10, 55-760S POST MILE 22.50 FORD RD/BONITA CANYON DR UC ABUTMENT DET~LS -3 DISREGARD PRINTS BEARING EARLIER REVISION OATES-• REVISION ATES (PRELIMINARY STADE ONLYI 4/6/SS SHEET OF 7 19 EdCil• of Deck-"' Exterior Girder Face at Bottom of Deck . ·-. } Ramp BC-2 j ~ Girder • • I \ ·\ ft Column I I I I I \ \ ' \ ' ' ' ' --Edge of Deck ' ' ' \ . -, 1-111-·1,J l....,._,_!I I 1-,--11 ~~, f ·'---~--+I~-, -,--I ___,I,~--:':-:,~-11 ' I ~--'---' Exterior Girder Face at Bottom Deck I 111} J 111 '1 1f -, '~. ~ I r --~ \ , '{ J I Bent • '. ·•••.a ■ • ._,....,_J_ ______ _\! ·-·-·-·L .................. ,-a.-•,-·-·-·-·-·--· __ r,-____ _ ·--·-.. -·-·-·----·t-'t:. I ti, ,\~--I I r\, I,,,,, I 11 f 1-1,1 11 ' 11 , \ ' ' ' ' ' } Romp BC-2 ----t--~-' I I I I !I I 't. I 11111 f 1'111111 ' ' \ \ \ \ • 4'·6" 4•-611 ' 9-•s [J[J[J[J •s [ll]ci s •s[[JJ a 6 Equally Spaced BENT PLAN Scale: 'I◄" • 1'·0" f Girder • I Bend Column Reinf to Clear Prestressing Ducts if Required •11 Cop Reinforcement NOTE: (DColumn Spiral Reinforcement may be· • • Discontinuous ot Bent Cap Bottom Reinf. Provide Anchor at End of Spiral. (2)No Splices in Main Column and Bent Cop Reinforcement c PcR ,,C;W #l-i13B) - c.uN71NVE OVTS/DE BAR TO 3"Ct.R. OF 77Pcl.EJ/AT10/v ,' ,1 /,~ T" I~ lSID•L B'A /? ', i ' _,, ,,, , • ,, ; C ,.,., / ---~--- . -· NOTES: Specified Tip / Elevation _ ___,, Reinforcement Symmetrical About ct Column For Section J·J and N·N See "Bent Detoils-2" Sheet BENT ELEVATION Scale: 1/4" • 1'-0" ., S -R .,ATHUR DESIGN A I LAM m ~ TRANSPORTATION 1--DE_T_AI_L_s -4..,,.."_R_G_O_NZ_AL_E_Z_E_--+oc=acu=-R_M_A_T_HU_R __ 7 ~-..... .--CORRIDOR AGENCIES .. ISL.... CICMO R MATHUR OUANTITIES A MM OftlOINAI. SCALE IN INCHES' FOR REDUCED PLANS e I 2 3 . 0 • 0 N I@ : 0 .'-. ... 0 U) . - --:.:::_---~ -"\.__ L l ____ - I I ' I ' I J~ ' I ::::e • I - t K ~-- -----I ' I ,,,,,... .. -~---~ ;;; -Ill . !::! Q. Vl .. Q) g -Vl . . . . 0 I • IO . r--------. ~-··-r----,.________ - ' --I • I • "' f I • • • I • o• 1 • I • • • • J , • • • • C I • I I I I f • I • f I ♦- I I I -, I I I • l•I f I I I ' • l -::I I I l I l I I f -"' - 10'0 CIDH PILE SHAFT PILE DET All No Scale Seal Course BAI O N 55·760S 0 I . 0 ... • -0 I 52 FORD OENE FOSTER POST MIL 22.50 TCA CORRIDOR MANAOER cu 12332 EA 102540 OISREOARO PRINTS BEARINO EARLIER REVISION DATES - POST MILES SHEET TOTAL DIST COUNTY ROUTE TOTAL Nl8 !£CI NO, SHEETS 12 Oro 73 PAR■DN■ DB L&UW1 INC. Two Venture. Suite 550 Irvine. Col tfornta 92718 (l Column I ' -·-·-·-~-·-·--- SECTION K-K SCALE: 1/4" • 1'·0" ft Column I ' I SECTION L-L SCALE: 1/4" • 1'·0" ... 40 Bundles of 2 4tJ1 (Totol 80 Bors> •7 Hoop . - 40-• 11 •7 Hoop AS BUILT a No ettiar.g11 • Changed 81 :•1 lliid As-Built Date: ___ _ t ' RD/BONITA CANYON DR UC BENT DETAILS -1 NARY SA ONLY> SH&:E OF 8 19 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS q_ Bent 2 I • 12 Oro 73 iorEss, CIVILEO I NEER M AMIN !$LAM 20 Bundles Of 2-•11 Equally Spaced • 4 ""\....._/" Cl 12 No. 46468 • L •>,. Deck Reinforcement Continuous Thru Cap •6 G 12 - -\°" ID 1-.., yp 1" Ir (Typ> •6tlJ]Stirrups Legs;---1£:===+--++----r--~ 5'-0" 5"-0" 12 <Tot 6 Sets in the Column Core Only> dditionol Bottom Slob Reinforcement See "Typieal Sections" Sheet SECTION J-J t Column • I 4" Fillet <Typl 7-•11 Adjust to Provide Clearance at PIS Ducts 6·•9 Ea Side Bot tom Slob Reinforcement Continuous Thru Cop •6 Spiral O J" Pitch 2" Cir <Typl 2f•11 Bundled Total 34 Bundles (Tot 68 Bors> <t_ 55" MWO I 3'·9" .3'-9" ~"Ls_tin_q _Q(Ql:!Qc;! _ l~q._0 ____ -!-_____ _ I . I . I ' ,-- - - -t· - - -- I j 161,0 __ I • I . I 12'·4" ~ Bent 2 .--------'-~ .J68.0 . ------·--r·-------------- PLANS APPROVAL DATE .6/30/9 PARSCINS DE L.■UW1 INC. CIVIL Two Venture. Su I te 550 Of t~ Irvine, Colliornlo 92718 751. Pen Min 45• Direction of Weld Run Off End of Bar os Shown 5" Lop Bar 4½" •4, •5 8i •6 Reinf Only 1 Butt Weld To Be Mode First. 2 Butt Weld To Be Made in Flat ·or HorizonTal Position. 3 Lop Bar To Be Centered On Splice. 4 f"lore Weld To Be Mode In Direction Shown. 5 Lop Bar Equal Size To Spiro( Bar. VEE GROOVE WELDED SPLICE Start of Pitch When Weld is Used To Anchor Spiral Unit ~--------" -------....... _ -------... ---------- Run Off End of Bar as Shown ,, 11 ½" 12" Min Direction of Weld Lop Length •4, •5 8c •6 Reinf Only Note: Flore Weld To Be Mode In Direction Shown WELDED LAP SPLICE AND ANCHOR : 0, Bedrock El. 151.0 ' I I ' I I A .. --' ' I / 1...----~----J ,. ' ,. I ,, ' // i ✓" ..___ Existing Encosement for 55" MWD 149·.o •• - Some Size,Spocing 8c Material As Spiral Shown On Plans Individual Hoops, Mode Continuous With 1001. Penetration Welds, Moy Be Substituted f" or Spirals. BUTT WELDED CONTINUOUS HOOP 16-•8 Interlocking Bors 8'-3" SECTION SHOWING BENT 2 AND EXISTING 5511 MWD BAR SPIRAL SPLICE & SPIRAL ANCHOR AND HOOP DETAILS NTS SECTION N-N Scale 'I◄" • 1'·0" AS BUILT ■ NoChangee 0 Changed u Marbd ~Bullt Date! -.. ·-- --· •• --------~ Released tor Construction r-1-~,,· .. :-. ' ' ' .. ' ... -:( \4(~~ DAT I. ,~ 0£SlON If A ISLAM OCCICD R MATHUR BRIDO NO. 1•ft.L3?wlc " c,caco ~ TRANSPORTATION ss-760S FORD RD/BONITA CANYON DR c,ii. ..... -·-DETAILS A SEGURA R MATHUR OENE FOSTER t-·-•-....... r ........ " ............ -. _____ ..._ __________________ -', .... _-01 __ -IAl:'IT~I-T_I_E-S:~IIT::A:-:1s:L:AM::::::::::c-::::R::M~A~T~H-.;.U-;..R-_-_-_-: __ -,--~ ... .,. ... _ ... _-:,_c_o..,Rr-R-IO_o,..R_A.,..G_E_N'T'CI_E_s~T~CA-.C~OR~R~I-OO_FI_MA_N_A_o_EFl---+-P...:o;::.:;:.:;·~:::.:·~::..LEJ _______ BENT DETAILS - 2 UC FILE 10• /u1r 3/la3/ • )II/ 331/C1rowl11oalr3312bCl3.allt PLOT DATE• Dft•MAft•190, 1113, PEN TABLE• 2JJ 11en ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 3 cu 12332 EA 102540 DISREOARD PRINTS BEARING EARLIER REVISION DATES - SH ET 9 OF 19 ' ' . Edge of Deck:-~ : ,,, I co f .... . a. • >. co.,_ .... 1'-9" 4'-0" f RAMP BC-2 I ' -. ~ O'I 39'-6" 32"·0" 21. Conduit for Luminaires, For De toil, See "ELECTRICAL PLANS"--... Sprinkler Control Conduit, See "ROADWAY PLANS" LOCATION OWNER DESCRIPTION @ 1'·9" TCA Irrigation Supply line, 2" Galvanized Steel Pipe -Edge of Deck t---Concrete Barrier, Type 25 Modified See "Miscellaneous Details" Sht. CTyp> 4" Fillet < Typ> 12" Min 8t n erior . a:> 6" <Typ> ¥'4'' Drip Notch, Continous <Typ> 2'·7" <Typ> Concrete Barrier, 81· Type 25 <Modified> See "Miscellaneous Details" Sheet Barrier Reinforcement •5 <Tot 12> I Overhang •4 I 9 (Mox) •4 I 12 (Mox) .;'\\ Stirrups F'or Spacing, See "Girder Layout" Sht. 11'·8" TYPICAL SECTION Scale: ¾" • 1'·0" Construe lion Jt. <Typ> 5 I 18 <Mox> •4 Tot 5 Per Bo ¥ •5 Tot 15 Per Bo ... •5 c 18 <Mox> <Typ> -. S2 I ;,_ 11"·8" ( Girder I 3'-6" 6" CTyp) 3/◄" Drip Notch, Continous <Typ> CIP/PS Concrete Box Girder CTyp) 2'-7" 5'-6" 2'-2" ' 2"·2" r •5 Tot 2/Girder <Typ> /_/ ,-Additionol •5 f' I <Typ> 2·•8 See~ ;-~ CTyp> ~ •4 I 12 <Mox> •61J Sllrrup(S~V 5-5 : J: ... 80·5 . -:!!. N I N OPENING IQ BENT CAP 7" Dia. 01ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Oro 73 OPENING IQ ENO DIAPHRAGM JIESS1 2'-0" <Typ> 11" Dia. RISTERED "c1v1L ENOINEER PLANS APPROVAL Add 2-•6 tt Top 8t Bott M Ea Side of Opening DATE See "DECK DRAIN TYPE 0·2 MODIFIED" Sheet DET~L Q DECK DR~N No Scale AMIN ISLN,1 ~ . 46468 .6/30/9 • CIVIL ,,--, ot c~\i Top of Deck "" (JI • AS BUILT • NoChangN a Changed u lllrlced As-Built Date: ,_ 3/4" Deep x 10" Wide Beveled Recess (1:1 Bevels) •8 Cont <Tot 2> •5 C 18 <Mox) CTyp> Additional Reinforcement. F' or Details See "Girder Reinforcement" Sheet NOTE: Re\easea ·,or construction * Indicates Distribution Reinforcement PARTIAL TYPICAL SECTION Scale: ½" " 1'-0" IT A ISLAM ~ R MATHUR DESIGN if.t'.,l;Z, IT CMICKID R MATHUR DETAILS R GONZALEZ E IT accqo R MATHUR .,_ ._,. 4v• 'ti.· OUANTITIES A ISLAM ORIGINAL SCALE IN INCHES POR REDUCED PLANS a I 2 3 FLE 10• /uer3/le.11/eJl'tl331111rowln9e/r3312tx.eht PLOT OAT£• Oll•MAR-19911 1••!18 PEN TABLE• 233 A•t1 ~~ -~,~(ei< C EN OENE FOSTER TCA CORRIDOR MANAOEA cu 12332 EA 102540 DETAIL 1 Scale: 3/4" • 1"·0" BR NO, Sof fit f~' ."' .. ~~. ~ ... ••, •• I • -•. •• 55-760S FORD RD/BONITA CANYON DR UC POST MILE 22.50 OISREOARD PAINTS BEAAINO ~ARLIER REVISION OATES TYPICAL SECTION Y S AOE ONLYI SHEET OF 10 19 . 16'-0" Flare I I ct, Abut 1 Brg L ' I ' . ' See ' I CTyp> 18'-0" Flare (Typ> I I I I I ' , I I Bottom Slab Flare CTyp>, See Detail 1 This Sheet ~ Bent 2 Edge of Deck Edge of Deck GIRDER LAYOUT L Soffi't Access Open 1ing <Typ> Flore <Typl t Bent 3 I ' 16'-0" lore DIST COUNTY ROUTE POST HILES SHEET TOTAL TOTAL PROJECT NO, SHEETS I I "" • ..._/ .:, . ~/ I ,a°! ~ See Detail 3 on "Girder 1 Reinforcement" Sheet 12 Ora 73 9.0fESSt NOINEER ANDI MVLI . s 3700 PLANS APPROVAL DATE PAASDN■ DB 1.auw. INC. Two Venture, Suite 550 7'·0" lrvlne, Collfornto 92718 • 6 Top 8c Bottom ;_ in Overhong (Typ> ----------""' For Grill age 8c e Bursting Reinf See: ~<Typ> Both Ends AS BUILT 8 NoCIS.llll pons1on Coupling •6 ~LTop 8c Bottom ... 4'-0" in Overhang <Typ> ct. Abut 4 Brg I ' 0 cttMpdu Mll'fcld AalulltDltes NOTES:· (D o Indicates Soffit Vent (2) o Indicates Soffit Access Opening (l) D Indicates Girder Stem Thickness in Inches @ For Deck Drain Pipe Thru Abut. 4, See "Miscellaneous Details" Sheet ® For End of Diaphragm Section Details See "Abutment Details-2" Sheet @ For Deck Drain See "Deck Drain Type 0-2 Modified" Sheet . -N , 0.5 L2 , , .- 0.10 L1 I0.10 L2 O.lO L? !O.lO LJ o.4o L.-~ ! (Theoretical Point of No Detoil1~_--:~---rCable Path is Parabolic Point of Inflection"-1 ..,-See Oeto·11 -' Movement DETAIL 1 No Scale ' ' ' 1~ _--: ', / Between Points Shown '\. .--!---.,✓V" 1 j I for One End Stressing -:::======t=======:t=z, ::;:~t. --:::;:=:t==::;,t::===========t=============::::s,~1=;t;::-· .,..,.~:_:;::,~.+=======l=====:;;;~;;71/. ,--,.~,_ I '\. ~, x1 , , , - I . I io -. ' I co I i-) +I ' I ' ' 3" 10Cl12 Girder Stirrups •AU ln••ri"r 10012 Girder Stirrups 61-# r n, a;--.. e :r--co I . N _,, ,_. • , 1.....-I ,,• u _x __ : -,' ~ ,.' I __,,, _,.,,..-3" -3" I ,I,/' st~ ... Cl24 Mox 15Cl12 2406 60Cl3 ~ th7-~ ~ C!24 Max 10012 14Cl9 35C!6 1 /87· ' ,~-~ I - ,,., 25Cl9 14C!15 Cl24 Mox 14C115 20C!12 Cl24 Max LONGITUDINAL SECTION No Scale DESION IT CICCMIO A ISLAM R MATHUR IY CICCMID DETAILS R GONZALEZ E R MATHUR IY CICCICIO . I I I . ' ' ' ' • 311 \: 3" 25C!9 60Cl3 24C!6 15Cl12 C!24 Mox 10C!12 ,¢~ ~ 20C!12 35106 1409 10C!12 C24 Mox 101012 .l t1 ~7-' \t;' ~ TRANSPORTATION CORRIDOR AGENCIES QENE FOSTER TCA CORRIDOR MANAOER . ~= I IO i,-, +I Closs 11C11 Concrete Ballast SRI END 55-760S POST HILE 22.50 PRESTRESSING NOTES 270 Ksi Low Relaxation Strand. P Jock • 7800 kips. Anchor Set • ¾ in Total Number of Girders • 3 Distribution of Prestress Force <P-Jock> Between Girders shall not Exceed the Ratio of 3:2. Maximum Final Force Variation Between the Girders shall not Exceed 725 Kips. Concrete: f'c•4500 Psi at 28 Days. f'ci•3500 Psi ot Time Of Stressing. Concractar shall Submit Elongation Calculations Based on Initial Stress at 181•0.824 Times Jocking Stress. One End Stressing shall be Performed from Abut. 1 FORD RD/BONITA CANYON DR UC GIRDER LAYOUT c,,.-rxlll~ 7i,7f s.. :, 11-DATI I.., OUIINT IT I ES A !SLAM R MATHUR ORIOINAL SCALE IN INCHES cu 12332 .,_:;,:;;::.;.;:;;;.;.:.....;.._,:. ____ __,jL----------------------...r.-------....... --------.---,-,--,--r---r---r-~~'::":':~--------il----...L.----...,....---==~ DISREGARD PAINTS BEARING EARLIER REVISION DATES-• SHEET OF FOR REDUCED PLANS IJ I 2 3 EA 102540 4/6/95 11 19 FILE ID• /u ■r3/1■3/■Jh/ 331/drawln,;i ■/r3312,;ird ■ht PLOT DATE:• 0ll•APR-11111!1 11'!1!1 PEN T ASL!:• 233 pen ·•-1Mt1 Additional •6 x 14"·0" - G 6 CTotol 11) Below Top Mot Deck Reinf. I I I I Buttweld or Mechanical Splice FILE 101 /uar3/1■3/ojh/331/drowln9oh3312gdt.ohl PLOT DATE• O!!•NOV·1994 20•20 PEN TABLE• 233 pen ------------------------------------------------------- DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Oro 73 PLANS APPROVAL 0111TE PARSDNS DE LIIUW, INC. Two Venture, Suite 550 Irvine, Collfornto 92718 Deck Reinforcement Deck Reinforcement DETAIL 2 Scale= 1/a"•l'-0" 27"-0" 20'-0" 27'·0" I ' I I I I I I I / 43'·0" 140'·0" 43'-0" 45'·0" 40'·0" Edge of Deck 7 ' I .. Edge of Deck 45'·0" ADDITIONAL BOTTOM SLAB REINFORCEMENT Scole : V1&" • 1' ·0" OESION If A !SLAM R MATHUR CICCl<IO 1t R GONZALEZ E -~• R MATHUR ~ l---+-----~=::------1 <tffl'("a .' CMl~ID DETAILS OtUINTITIES A ISLAM R MATUHR ORIGINAL SCALE IN INCHES FOR REDUCED PLANS " I TRANSPORTATION CORRIDOR AGENCIES 2 3 DETAIL 3 Scale: 1/a" • 1'-0" 15"-0" 20'•0" I I I I . . rJ, I I • I I Additional •6 x 14 1-0" G 6 < T otol 11) Below Top Mot Deck Re inf. I I .--------AS BUILT / 15'·0" NOTE: No Splices in Additional Reinforcement BR aNoC111fl911 a Changed .. 11a1-.i1 M Bunt Date: Afl t 1 % t.::5 fQR U'NS1 ~;1i;,1 U::,;V 55·760S FORD RD/BONITA CANYON DR UC DENE FOSTER TCA CORRIDOR MANAOER cu 12332 EA 102540 POST MILE 22.50 DISREGARD PRINTS BEARING EARLIER REVISION OATES-• GIRDER REINFORCEMENT ATES <PRELIMINARY STAGE ONLY> 4 1118/94 SHEET 12 OF 1'J Manufactured Expansion Joint Coupling <Galv) to Provide For a Minimum Movement of 4". Pipe Hanger Q 10' <Mox), ~-For Details See This Sht.----- ( Expansion ! Coupling ! .3'-0" •21/. Min rtl-=::::::::::.J:------------------------1--........ ____ -4-___________ ......_-,....1.1 87-10 U-7 - --------= r- 12" ¢ Formed Hole DECK DRAIN PIPE DETAIL AT BENT CAP No Scale 5/a" ~ Hanger Rod Golv. Thread One End with 2 Nuts 8" 0 811 J6 Steel Pipe Concrete Ballast - --------- DECK DRAIN PIPE DETAIL AT END DIAPHRAGM No Scale Hook oround Top Longitudinal Rebar 611 ~ or 811 ¢ Drain Pipe Hanger Strop 0.105x1½" Golv. DRAIN PIPE HANGER DETAIL NO Scale Approach Slob 5'-0" 87·10 ~-B U·.3 U-2 Drain Pipe See "Road Plans" 16" ~ Pipe Sleeve WINGW ALL DETAIL NTS WITHOUT FOOTING WITH FOOTING ~ Abut Approach Slob 1:1 Slope (Typl _rRood.,,qy Embankment ; or Original Ground <Typ) 1' ·0" < Typ > ABUTMENT DETAIL NTS I I Structure Back fill t,\ \~ Select Backfill MODIFIED LIMITS OF STRUCTURE EXCAVATION & BACKFILL For Details Not Shown Seet6!' DESIGN " A ISLAM acc•n R MATHUR FILE ID• lu•r 3/183/ •Jh/ 331/ drowin9•lr 3312mc , •• ht PLOT D-'TE• oe-APR-199~ 13•~~ PEN TABLE• 233 pen DETAILS .. R GONZALEZ E CICCt<ID R MATHUR ~ TRANSPORTATION i-OUAN-T-IT-IE-S-1-:'..y:--A-IS_L_AM _____ +,CIC,........CtC-ID_R_M_AT_H_U_R __ _. ............. ~ CORRIDOR AGENCIES ORIOINAL SCALE IN INCHES FOR REDUCED PLANS e I 2 3 OENE FOSTER TCA CORRIDOR MANAOER cu 12332 EA 102540 1 • 7 DIST COUNTY ROUTE POST HILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Oro ENGINEER PLANS APPROVAL DATE PASl■DN■ a■ L■uw, INC. Two Venture, Suite 550 lrvlne, Collfornlo 92718 6'-0" Transition I ., ,iOFESS ANDI MULI . S 3700 p. 6/30/9 ~ ~-------1 " I ~ !I 55-760S POST HILE 22.50 I I I PLAN No Scale Top of Roadway 1 1/◄"0 Galv Pipe Sleeve for Anchor Bolts 9" 1'-6" 2'·8" i-----..;;6;_'·...;;0;_" ___ _,j~End of Approach Slob NOTE: ~ OUTSIDE ELEVATION For Details Not Shown See e CONCRETE BARRIER TYPE 25 MODIFIED -END DETAIL No Scale AS BUILT • NoChangll Q Changed aa Martctd As-Built Date: r1t!lta.sea tor Construct1on' S ion: • F'ORD RD/BONITA CANYON DR UC MISCELLANEOUS DETAILS DISREOARO PRINTS BEARING EARLIER REVISION OATES - ONLYI OF 19 r I . . .. ' ' I I I I I I I I I I I 6"f • 2'-0" Steel pipe' ~ ,.,., ,,, '0 NO SKEW ,,tt or curb • ,. s,.,. dr1tn---, a Bent t _j.:,r---..-. Mttch 1l1p1 of 1offlt I' .4i• 9" SKEW TO 20' '' ' ' PLAN-DECK DRAIN ASSEMBLY Top of deck 6"fJ • 2' -0" Slttl pip• Stal by caulkln9 (typ) I '-0,. 4. Bent I '-4" .I Bent skew ......___._ _,,...__ v------~:----' ---- "\._ Z" Min. SKEW OVER 20° Top ol deck I '-0" 't;-~~ SECTION C-C Slope deck toward drain ---.l- Maleh slope of sofflt • \ r Slopt deck ~ toward drain 6" \ Dllf. COMTY ADUTI isTEAED ENGINEEA -CIVIL AMIN ISL . i0f§8 Apply odhtllYt 1talont on pip• periphery It 1111 Joint, Stcurt tlfh tnd of tlltYt to ptpt with 3-110-24 x t"••lf tapplnt hex head 1crtw1. •• . , • v Sletvt Inside dlamtt,r . M _ 2• no 9eottr lhon plp1 _ ri rwrn.out1ldt dlomtltr +.,.-, ___ ,....-;.;.--"'"P"\ ' . I I ' ' . . DRAIN FLUSH WITH OVERHANG DRAIN WITH HAUNCHED OVERHANG SLEEVE-CONNECTION -B ar X X -mi ._ D. .Q >-I- • ELEVATION-DECK DRAIN LOCATIONS -iY, Min ·--' , "' • V 'Typ • .... -.. 10 I I • - ~ Bar i x fg x ' --- ~-~-Station 1hown on ---- _..-1-4...,__ - Gentrol Pion If droln locotlon It other than l b1nt SECTION A-A SECTION B-B I " ~ I I ~ 8ar 2¼ • I • I' -•i• I" 00 Sprint Ill W4M t•t• stelnltll tlttl, 2" frtt ltn9th. Sprint c1n1tont tf 24 lb1/ln, Sprint ft have flot ground tnd1. DECK DRAIN ASSEMBLY DETAIL a• bt~I lhr11d1• rod wl th I hex nut ond If 00 wothtr. Tockwtld nut to rod, Bar ,ix a-l'-3f I -Blonk bolt i•iJ x I 2" n Typ,.. Lock bar ~ • ~ x I" LOCK BAR i-.. 9 ----------Bar 2¾ x ~ x ' "- V j•JL: VERTICAL _H_O_R_IZ_O_N--tT~AL~==-:i""~~~~ ORA IN p I PE AL I GNMENT e~~~d tor Construction Typ GRATE Attach to intidP, fact of bent ---'•·---wall with•"• l2"1trap1 with 2-t" metal txpon1lon onch~r• 01d•-o· maximum center, (---Place plpt 01 ntor l I _· of column 01 po11lblt ✓ ~ - ~ ' ... . I 81r Ii. i• o•-1•· BI onk bo I t , .. ~ x' 12", I tot 6 (typrcot) -----.r-,~.J· Be I I r • c: •et wl th ff,• ff he It ·r-T"7'-411 I¼" Stt •Ltck 81r" detell DETAIL A ~, fo I • 1·-s· - "'L • .. C -:a b -SECTION E-E VIEW 0-0 DIIION .. S. 0. Wiman •• DITAILI o. C. WIiiiford OUANflflll " • 011t 1111 IC. •IWJ -------· --.... -· Typ. ¼ It t It L Zi x2xf • l'-4" 6" Plosllc Gutter grade Slope to drain I I t• Typlc~I I I I J ' --i . Sldtwolk or Island t I AT WALL TYPE BENT AT COLUMN TYPE BENT ABOVE GROUND AT COLUMN TYPE BENT UNDER CURB z· ·~------~ • a¼" FRAME CICCMID CICCMID M, Ltwlt C>CCNID ~ffl.G~1~1g•~A~ INCH • AS BUILT a NoChangee 0 Changed as llarkad As-Built Date: STATE OF CALIFORNIA i DEPA~TMENT Of' TRANSPORTATl'ON , , • NOTES: DRAIN OUTLET Al I pipe to bt 6"0 x 0. 13~" welded 1t1tl pipe txcept •• noted and golvanlztd If not 1nco1td In concrete, Flttlnt• and btndt 1hall havt o minimum wall thlckn111 of~~ Al I Jolnlt or connection, lo bt bull wtldtd or connected by a tfttl pipe 1lteYt and to bt tmoolh throughout lntldt of plpt except 01 nottd, Al I btndt to bt on l'-6" min, rodlut mtoturtd olont l plpt. All btndt to bt 1mooth. Pip•• not 1nco11d In concr~t• to bt tupporltd b1 1ullablt 9alvonl11d hany1r1 110'-C" maximum 1pocln9 throughout. Golvonlzt dtck drain 011tmbly ofter fobrlcat on. DIVISION or ST~UCTUAES I IPilltl IIO. 55-760S FORD RD/BONITA CANYON DR STRUCTURE PESIGN \ l'Olt IIILI 22,50 DECK DRAIN TYP D-2 MODIFIED cu 12-332 F• 102540 • • ~ --· -~ --------. ' . I . I I I bla. I >, -I- I") - Edge of Deck"· I ..../ _-. -_--_-_-_-_--_--._- ' Front Face of Barrier i 1/ , -Wingwall Layout Line <Typl Abutment 4 r----, ,, , ' I I ' I I ' I I ' I I ' ' I V I " ' ' I ' ' I ' I I DIST C~TY ROUTE POST MILES SHEET TOTM. TOTM. PflOACT NO, SHEETS 12 Ora 73 mEAED CIVIL ENOINEEA &iTI ~c 3 Abutment 1 I I I 1 ' I ' I ~ / bar PAR■DN■ D■ LIIUW1 ■a I Two VentUl"'e, Suite 550 lrvlne, California 92718 Bridge --. ~ -·-. .. -. Longitudinal -------- Const Joint <See Note 1> , --- Bridge Deck_/ I 30'-0" '"' ·(f_ Brid e .,------------ Attenuator ~~----,:,.~ See Roadway Plans \ ,': C \/: C ' I I ,, I\ I Front Face ,' \ : , of Barrier ,' ',: I I ' ,, -----' r-/ Treadle See Roadway Plans 1 / / 4r • / BAR CHAIR DETAIL 1 No Scale y-· •6 L c Attenuator See Roadway Plans • -co I . - Note: •5 Tot 4 For Inf or motion not Shown, See Section A·A Wingwall Layout Line <Typ) Edge of Deck ~ ;./' SECTION C-C No Scale NOTES: BB/EB Joint Seal Blockout • -N •5 x 3'-0" C 12 __,...,,.--I . .... 6"J Abutment Bock wall--~._ -~ Fofi.t 1D· /u•r 31'1■3/•Jhl 331/drow1n9s/r 3312sos •hl PLOT DATE' O!!•NOV-1994 20 4 7 PEN TABL.E 2-'J pen 2f3_~_•_!~.:.84_\_ Romp B~·_?_ ;· 1. Longitudinal Construction Joints shall be Located on Lane Lines When Permitted by the Engineer. APPROACH SLAB No Scale Pay Limits for Structural Concrete, Approach Slob •5 Tot 4 -•5 tO 12 ... -(.) •6 IQ 12 -• 4 !a 18 N • • -• • ;,O 1/ I • .... ________ _.... _ __,r-__ ,..,,,..- 1 719195 REVISED APPROACH~ 4/141115 ORIGINAL ISSUE REV DATE NO DESCRIPTIONS Released for Construction Project Engineer BT CHK 7{'11!1 bate I 1_ \ -'--'-111---l-L-'--"'1-.JJ----• --·-· • -. ··- ,.. '• Filter ',,, 1:1 2,_6., Fabric '\., : '-. 4 !Go ro s 11, (D 0.. I- <.D \.. -u - N -· For Drainage Details, See "Structure Approach Drainage Details" Sheet l"x12" Treated Timber Place Outside Timber Only where Ground Line is Above Top of Wingwoll. Do Not Attach ' • /..-Concrete Barrier < Typ > Type 25 Modified Barrier Reinf See "Typical Section" Sht: r •6 X 10'-Q" / ,Structure Approach C 6 • • 0 I • .- ·AS BUILT • NoChl.!t!QII Q Changed u DIE 1 lld •BulltDate: ~ 1/~"x3" Expansion ,, Joint Filler •4 Bar Choirs c 3'-0"t Transversely and 4'·6"* Longitudinally. See Detail 1 Rigidly to Wingwoll --------- 1 3'-0" Treated Permeable Bose <TPB> Remove All F' orming Material Above Wingwall Before "'-Geocomposite Drain See "Structure Approach Drainage Details" Sheet _ For Drainage Details, See "Structure Approach Drainage Details" Shefl LL-''""---~ SECTION A-A <With Joint Seal Blockout) No Scale DESION ., CM:C.CIO A ISLAM R MATHUR R GONZALEZ E c,.c.,o R MATHUR ~ J-----4-------+,~-----<t?iP!\ IT O.t•IO OUANTITIES A !SLAM R MATHUR DETAILS .. ORIGINAL SCALE IN INCHES FDA REDUCED PLANS 1J f----<Typ) Wingwoll Layout Line -----------oo1 Placing Back fill Against Top Outer F'ace of Wingwoll Geocomposite Drain See "Structure Approach Drainage Details" SECTION 8-8 QCM RELEASE ,, JU( 2ftl95 TRANSPORTAT'ON CORRIDOR AGE ~CIES 2 OINE FOITEA cu 12332 EA 102540 22.50 No Scole FOR:CONSTRUC-TION. FORD RO/BONITA CANYON DR UC STRUCTURE APPROACH SLAB YI Droin Outlet Type B, ~uZ.::-14-- •6 x 4' Tot 2 1'-0" Wall Reinforcin9 See "Standard Pion" <Typ> E Q) .... C/1 >. (/) Q) Cl\ 0 ·8 c5 .... 0 C/1 .... ·e ::; r-------------, 2'-0" 0 Wingwol ~ lp,ooch Slab Geo composite Drain Wingwall Toe of Slope TYPICAL PLAN No Scale . 0 I N Bend Reinforcing To Avoid Pipes / Optional Const Joint Top of Footing l-----l......1----f---.\--...l-.+---l..L--- Wall Footing SECTION C-C No Scale FILE ID• /uar3/la3/a)h/331/drowln9a/r33121od aht PLOT DATE• OIS-MAA-199~ 14•13 PEN T I\BLE• 233,pen Toe of Slope Cap End 3" Plastic Pipe (Slotted) 1' -0" -. 0 I ... Drainage Pod (Minor Concrete> TPB 4" ! 1'-0" , , I I I Structure Approach Slab 3" Plastic Pipe (Slotted> Drainage Pod Geocomposite Drain See "Abutment Drainage Detail" This Sheet SECTION A-A No Scale Geocomposite Drain Filter fabric 3"0 Plastic Pipe (Slotted> -0 .... TPB 4" ! 1'-0" O -zl2'-0" Below Bottom Of Approach Slob Geocomposite Drain \_ 3"0 Plastic Pipe (Slotted) Filter fabric Top of Abutment Footing WITHOUT FOOTING WITH FOOTING DRAINAGE DETAILS No Scale OESION .. 1ft' CICO<IO ~ TRANSPORTATION l-0E_T_A1_Ls_-+-__ R_G_O_N_Z_AL_E_Z_E_-+:-=~R_M_A_TH_U_R_---1 ~-~,..... CORRIDOR AGENCIES OUANTITIES .. A ISLAM CICCKIO R MATHUR A ISLAM CICO<IID R MATHUR OENE FOSTER TCA CORRIOOR MANAOER 01ST COUNTY ROUTE POST HILES SHEET TOTAL TOTAL PROJECT NO, SHEl:TS 3"0 Plastic Pipe <Slotted) 3"95 Plastic Pipe CUnslot ted) NOTE: Bends And Junctions in 3"¢ Plastic Pipe Are JO" Radius Min Optional Const Joint 3"0 Plastic Pipe ____ CUnslotted) Top of Footing 12 Ora PLANS APPROVAL 73 DfES$/ '7f~~~r«i I NEER '--AND I MUL I DATE . S 3700 6/3 PAR■DN■ DE LEUW1 INC. Two Venture. Suite 550 Irvine. Caltfornto 92718 Geocomposite Drain Finished Grode Outlets, See Rood Plans Edge of Footing SECTION B-B AS BUILT ■NoCllmlg99 □ Changed aa llmll8CI As Built Date: No Scale BR NO, 55·760S FORD RD/BONITA CANYON DR UC POST MILE 22.50 STRUCTURE APPROACH DRAINAGE DETAILS SHEET OF 16 19 NOTE: Backfill Abutment to Grading Plane Prior to Placing Slope Paving For Ditch Dimensions See "Rood Plans" 8'-0" . #/\~,· -·-'---1 \/ Slope Rounding 1'-0" M WITH DITCH Top of Rolled Edge - Outlet 4" 9J PVC Pipe Top 9 Formed End ;.. •.3 <Tot 4) 4" 9J PVC Pipe Down Drain, See "Structure Approach Drainage Details" Sheet WINGWALL ELEVATION Match Roadway Side SlopeX,,, of Rolled Edge~-----·,,,' "-... [17"± __ ,,, . , , , , , , , , , , , 12"± 12"± 2'-0" , Face Of Abutment 2" Expanded Polystyrene •3 Cont 6 x 6 Wl.4 x Wl.4 Welded Wire Fabric TYPICAL SECTION -CONCRETE PAVING IT CICCICID 2'-0" l'·O" 911 .3" rTop of Rolied Edge i---:__::~-+------=---t--=-t R•12" 6x6-W1.4xW1.4 Welded Wire Fabric R•6" SECTION A-A ,,-Edge of Deck • 2'-0" 1'·0" 9" 3" 3/,i" Edge Finish --v Formed Edge . 0 I . .... ,,,.-Top of Rolled Edge 3/,i" Edge Finish ½" Premolded R•12" _.....c..,:.,r _____ _ Exp Joint Filler I --v •3 C 18 <Mox) •.3 Q 12 0 I ... Formed Edge 1 ft Thick Cut-Off Wall ot End of W.W. Outside Face of W.W. • This Dimension Becomes Zero When Edge of Deck is at Outside Face of W.W. SECTION 8-8 ½" PREFORMED GROOVE AS BUILT a NoChangea a Changed as llark8d As-Bunt Date: /I DIST COUNTY ROUTE POST HILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Ora isrERED CIV!L ENGINEER PLANS APPROVAL DATE PARSONS DB L.■UW, INC. Two Venture, Suite 550 Irvine, Callfornla 92718 :ir2O'± ( yp) , ;:; AMIN ISL llt No. 46468 Kp6/30/9 CIVIL OF C~' u...----{/,--■--~fo----,:,,-----_,.,,, ,' I , I I I I I I / :irOr As Directed By The Engineer / to Provide Uniform Spacing NOTE: I t'---l----.a.__--4t..,_--..1.t..-----~1'..--,I-----,,' f' or Actual Limits of Slope Paving on this Project, See Sketch Below 40' Curve Outlet 4" 0 PVC Pipe (Typ> PICTORIAL VIEW I ' Stiff Broom Finish. Grooves and Broom Marks to be Parallel to Slope OF TYPICAL INSTALLATION Abut 4 Indicates Limits of Payment for Concrete Slope Paving <.. ·, \ LIMITS OF SLOPE PAVING 8< DRAINAGE LAYOUT NO SCALE BAIOOE NO 55·76OS FORD RD/80NIT A CANYON DR UC OESION A ISLAM R MATHUR ~ TRANSPORTATION I CICCICfO ._o_E_TA_1L_s_.i-' .:.:.R_G:::.:O::.:.N.:.:Z:.:..A=L::.;EZ~E;__-t===--R_M_A T_H_U_R_--i --~ CORRIDOR AGENCIES GENE FOSTER POST HIL 22.50 SLOPE PAVING -FULL SLOPE I CICCklD QUANTITIES f A ISLAM R MATHUR ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 9 2 3 f IL£ ID• /u■r3/le3/eJn/ 331/drowlnge/r 3312110.eht PLOT DATE• Oi!·NOV-1994 20•48 PEN TABLE• 23.3 pen TCA CORRIDOR MANAGER cu 12332 EA 102540 0ISRE0ARD PRINTS SEARING EARLIER REVISION OATES ' RY STAGE ONLYI SHEET OF 11 1'3 I I I I I , I I . . . I l • I : I i 8(..! _______________________ _,_ ________ P_1o•c•,-o•n•c•h•or_b_o_lt_1_f_or-C•,•v••~r~-ll.!•._• __ • __ • 1 •~-~-(-•-•-•:i_•_•_•_•.7!•-•_:-_•7----------~-:-,•, --------------,------------------r.D~IS"."T.~. i-CCl.tlf-~.,--r-•AI•~•,,...-. -,-•T-:,::;--:::-=-~~~"=!r."l'"'I ,~ on opproochln1 trt1fflc end~ ~ •11er . . 1,f, 5 SECTION D-D ~ S" 10" 2" ho/11 I JS• I • t PLAN Ba. T d PLATE LA YOUT 8" 2" 2" F',u:e of~-i, Borr/er SKEW _____ ...,.,. ,n ®1 O I I : Ill SKEW s 20° > 20· .c:: ... (JI C: " ..J Bar i"¢ ANCHOR s:TuD f•i A-J25 bolts, Ji" I'''"· T '''"' ,, 150 ,,,,., ---- I I L 4Jt.3K) e eased for Construction ' s ""i • q(,'t(~( Normal fo olnt Bovel-....i..... 4 .. __ DATE,__. i" ti Max OltTERED ENOINEER -CIVIL -f "¢ Hole In Bar AS BUILT ' ' a NoChangee Q Changedaelll"'9d As-Bunt Data: c:Toe...,!.!._Peck ___ • • : i" Chamfer--~~~~ U,e lri1tollotlon bolt, extended i"mln ,nd cte# with ••nd •r•oktr. Af#tr concrete ho, cur,,, ,,.,11, /111tollollon ••lt1, /1111011 A•J25 60/11 Ml 111,,1 111opr1n1. I I I I I I 2• "''" 2 cl,or ·1J°'x9,. anchor studs 0_ 9"1 1 1 (Typ/ Bend to cltar povlng notch or when requirtd I at closure pour • .:...:--~:---... 0:f Paving notch or I I Closur• Pour L Im ifs --......J l I I i"•l2" oflt:flof' 1tud1 ti 9":I: I 1...L,.....---Clo1ure Pour Limit, __ _,__,.._ Tock •,,,1,1 nut t, on1/1 ol 2 /1cotions I I ~---t::~~t~,=-:.~j""S" anchor 1t1'd1 II 9"~ (5" long L '--In overhong} j "'-1\""'-'" wide •h••t Aeopren• I ~-..-Matt:h eJtl1tlng Joint width for c/01ure pour Cover 11!-Bor B+ 18 I I : l l ____ ., ~-w---C I I I l '1· 11-----1 I I I ,--f-4 1-----, I I I I t--_?., ..... ~----1 fl Gop I \,. ____ J I I I Not• Slogg,r c1n11r1 : I I I • I I I I I I • I I I I I I . . I I I • I I .. I 11 II I VIEW B-B Cover /f I,• II /J• • rllt/t 1heet neopr•n• Ftce ,,. Berrier VIEW C-C Cover If-- 4 Plot, L tyoul 4 x f ----~ R =¾ •• 71" Gop-...-1 l=========I Cover If I,• II JJ• r,/de 1he1I neoprene SECTION Match 1/op, 4xi'' -1,,. Gap 4x, ·1nlfio/ Pour Limit, £-£ ~ of Barrier or Curb fat:•-:: Cover t Co S,, ,.Pion Bolf Bar 4 x ¾ d Plot, L oyoul R=i." r,• Gap t "' 1. "0 ".I Expanded poly1tyren1 SECTION A-A Joint information Loco/ion Skew Not•• Winter I I I II . 4j1 9":I: Summer s,,1111 , , ,11 :a.. I I 11 Full pen,trotion butt weld, moy b• 1ub1titut1d for f/1/tt wtld• on all onchor 1tud1, Alttrnofe typ11 of anchor 1tud1 may b• permitted 1ubJ1t:t to th, opprovol by th• En11n,,r. Joint 110/ 011,mbly to be u11d in conJunctl,n with clo,ur, pour, (S,, other 1h1el1 for llmlt1). C/01ur, pour 1hol/ not be ploc1d until final detk ,urfoc, ii within lhe lol,ronce 1p,clfied, , Joint 1101 011,mbly fo b• fobrlt:ot,d In /4' max /1nglh1, U,e Joint ot crown of roadway, at any chon11 In tron1'ler11 1lop1 In deck ond ot ch'onge1 In horlzontol direction, Ploc, other Joint, ot or near Ion, /ln11. All m1fol port, to b• gol11onlz1d oft1r fobrlcotlon. Sh,11 n1opr1n, 1holl be fabricated In on, conllnuou, piece or Joint, ,hall bt 11ulcflnlz1d. Neoprene 1holl b• fobrlt:ol1d to bend around corner,. 1 • ho/11 in n1opren, 1h11t, 1holl be drilled or punched 10 thot tho n1opr1n1 I• not di1torled ot th• time of ln1follollon. l---'--------~--J\,.xl3" wld• •h••I n1opr1ne --~ (§,.I. 6 • • I I 6.. I Note "A" . .. l11•1rl "•••mbly or 1xpf1nslo11 onchoro1e for i"" Jj" .. A ~-325 b o It, L411Jx) ~ Stop on hlfh ,,,. ~ of deck . HIGH SIDE BARRIER· DETAIL LOW SIDE BARRIER DETAIL (S•• Note "B") (G. ·--~- SIDEWALK DETAIL (So• : Not• "B., J No to "B" U•• fhe Sld,wolk Delo/I of o/1 1ld1r10/k Joint,. u,, the Borr/er Delt1II ol both 1id11 II lh• roodwoy /1 crown,d or If lh• dlff1r1nc, In ,1,vollon betr1e1n th• e11d1 of th, 1eol 11 0,5' or I•••• ST A TE OFj 1111011 HO. 1-,-,1.I_N_o._xs_12-.......... -.-.... -.-=..,----r--r---r-== t-::---:~-,.;;-... &i;i:~:-ii,,.iiiij~;iii~~:t:::::.=-=-=-• CALIFORNIA DIVISION Of' STRUCTURES 55.:7sos FORD RD/BONITA CANYON DR "'=r=~:...!:::::.+:.::,.::11.~1-h.,;-:w.f.F~.-';=S~vo::b:'.ed:;:oi';11 ~6 ~1 "jH~.~H~e'!rr~1n..i'==..r?I' STRUCTURE DE$1GN l'OIT 1111.1 JO I NT SEAL ASSEMBLY .. ·::::::4:/=90~~•-•:."';.;.;''~•;.:8'...,:C~•.,::W~ • ...ii,IP_u_r1c_,_._. ___________ ,--,.----------;;;:;~;-:=:i-DE_P,.AR_T_IIErN-T.,or_TRTAH_SPOR..,.._TA7TrlDNICU~~2--r: ---r:2:2·::5:-0::-;:::-·M-A,XEIM==M~M;Om;VEMENT RATING,= 4" 1• • ... ,. ~.,. ~a1.oi;~lfiA~ 1NCc1 , cu 12-33. i1J:.ilA"R11:~"iN,II.f •fti'" ... --' o z J EA 102540 a: a, 11:1 -~~-•~'"-·,._,..,..., ___ ...,_.___......,.,.,.,........,..,___,......,,..,.......,........,.,.,,..,, .... _ ........... ,,.. .............. ,..,_,.,,._,.., .. ......,,,....,,,.,....,,_ .... ..,,_..,_,,.. .. ,,,. .. ...,_.,,,,_..,,. ..... _,,,..,.=--'""·""••·""··=-•=--=•--=-=• .. 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