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HomeMy WebLinkAboutR_6002_S~· ti .;;. _____________________________________________________________ ----------------·· -----------------------------------------------------, " . I •:j •1:~~ • ' : ~; ,. ,1~ I : ' • ' '' I ' • ,,, .. I ., ', ' l I l ' • J fil I : . ,. . ' • • !'• . •, 1,1 ,,. .,. ,,. ' • j, ' ' j 1•',' I l • ' ' . . I ii , ' t ,, ' ,I ,· eve 10+00.00 Elev 177.12 EVC 22+00.00 Elev 175,99 ~ UTILITY IDENTIFICATION UTILITY TYPE 2 -5" Ducts OWNER None DIST COUNTY ROUTE PDST MILES SHEET TDTAL TOTAL PROJECT NO, SHEETS 12 ORA 73 REGISTERED CIVIL ENGINEER ___ -_3~. 7;..;7;..::~;:__ __ ~~------------=R:/~C~-=-=+0:::_• 6:_1:_:2~7~%:..:_Pe::r_:_S:..:_t_::o ____________ ~~~+=.3.:.:• 5~8:.,:%:__ ~ 1200' vc ~ 2' -0 "x 1 ' -8 11 Opening for 1 2K V L i ne 1 -11,2" E I ectr i co I Duct Southern Collfornto Edison PLANS APPROVAL DATE • !• !IS 19925 BB II II II II II II II II II II II II II II II • II Abut 1 PROFILE GRADE-NEW FORD ROAD 201 I -o II 'LEx I st 48-4" PACBELL Tel Ducts Vories, 2'-0 11 Mlninum at Edoes of Deck tTyp> No Scale 502'-0 11 Measured Alon New Ford Rood 175'-0" 126'-0" TOP OECK CONST ✓di NT 40' (PERFhl#tJ.Z·OPB) 35' W,S. Elev.=100,5 0100 =425.6 CFS <D.R., IWAl a,oo =417.5 CFS (R.M,PP:_·:__•_),~..:::::::~== Boy I et. ,i, Approx Ex I st ,:;.,;~~~:;.-;~--=::::ia..=::::::::~-:::;-;:,-----_ ~LJ _ _ Ground A I ong 1111111111 ':i::-::-~~ <t_ New Ford Rd ti II II II It 11 11 ti 11 11 II II II II II EB H II II II I! II II II Abut 4 II II II ~ <t) ~ City of Irvine PPU1 ■a11■ DII ~. •c Two venture, Suite 550 2' -0 "x 1 '-8 11 Open i no for 9-4" Conduits 2 -5" Ducts 24 11 DI ometer Future Ut i 11 ty 51'-0" Pacific None None Bel I 130\tE Irvine, Collfornto 92718 "--(PER FIELD MEMO NO 2-393) ~New Ford Rood 102 I -a II ' I 14'-0 11 51'-0" 1 ' -0 " 1 0 ' -0 11 8 ' -0 " 1 0 ' -0 11 1 ' -a ----, 1--''=s:....,dwk--:-=:---t--='::-B-:--i k....:::e-t--~-;;;;-'';-"-----:-"-----+---:---"i--..-;;;-;:--:-:--.-==--:-::---t"''"iit~t---;;:S-:::;d::-:'.wk.:--t 25' -a II Median 25'-0 11 8 1 -0 II Tubular Hand Roi I in<i < Typ I Concrete Borr i er -2% Lone 2 Rdwy Lones Prof i I e Grode 7' -0~7' -0' ' I ' 1-2% !-2% 2 Rdwy Lones Bike -Lone j= a. ->, ,. It a, >, I--I- -2.2"t. - Datum Elev 70,00 10+00 , 1 +oo Bent 2 12+00 \I !! !I U II Bent 3 13+00 14+00 And Si dewo I k -~g~:d:~2~-~2t=====~r~::;::::zT~~ Type 26 CTypl - 5'-7" 15+o0 16+o0 (Typl Toe of F 111 Tap of F 111 ELEVATION Seo I e: 1 ' =4 0' NOTE: Adjacent Landforms Shol I be Recontoured to Provide a Smooth and Gradual Transition Between Modified ond ExtstinQ Grode. BB 1 Elev I, I ( , fr Skew Anole 20• C Typ l , I PILE DATA 24" Diameter-CIDH LOCATION Abutment 1 Bent 2 Bent 3 Abutment 4 P i I e -1 00 Tons SPECIFIED TIP ELEVATION 112 ~ to8 PER Nose RE~UESTREFERENCE 74 NO 3.35(SPcC-T/PcLEJ/. =~8) 132 Toe of Fi I I EB 15+06. 00 Elev 165,88 ,i Bent 3 Top Of Fi I I .... = 0 I -Cl) Approximate Exist Ground---~ Cost-In-Place Pres tressed Concrete Box Girder Colurm Type- 1 WR ( Typ I TYPICAL CROSS SECTION Seo I e: 1 11 =1 0' INDEX TO BRIDGE PLAN ASBUILT CElllffllW~:llON: The I~ have been ia lied in substantial comphance wllh the lines and rades shown on these As-Bullt plans and w the quallly cnterta set forth 1n the proiect s Wlcations. Date ASSURANCE: The unprovements have been ~ and found to be accurately recorded ~ lhe As-BUIit plana. CEMRE /4J4 ~ !f-9-1:r , I Date I 12 ' ' 14 ..L I SHEET NO. TITLE TOI) of Fr 11 ,g iQ = I ...,., ...... J !~ Q:JI 'II"' -./ APPROACH ,, .., • r- ~ 0 - I I (') 4 1-/J) (PERl7Eit?HE;J.ftJ/i/tJ. 1-319) ~U..t-----+----8RIOGE \ I )'·._/·· . Toe of Ft 11 .,._ iii ·~fl J~ • ~i ------=r----.------PLAN FORM //0/0AREA BY WRAPPING CXICT ---- WITH ISL.8 80/L.OING PAPER ,1/i' "ALL AROUNO Mil✓. DESIGN DETAILS " " OUCTEXP.JOINT !½" MIN. e. Yach CIC ... D J. Krotochvi I ocan \: Scale: 1 II 40' ~ ~ C:i ii'; LOAD FACTIII M. Mohseni DESIGN LIVE LOADING1 M, Mohseni .. LAYClJT B. Yach 76 ... --='-'----= -- Top of Fi I I Toe of Fi I I CURVE DATA -NEW FORD ROAD 6. = 22•00'08" R = 1800.Q0' T = 349. 92' L =691,22' HS20-◄◄ AND ALTERNATIVE AND PERMIT DESIGN LOAD ... -- .... Released for Construction -. . Date NOTES Ci) Manhole Access Throuoh Deck Slab For Futul"e Utility§<Typl Light Pole Support Location S-1 S-2 S-3 S-4 S-5 S-6 S-7 S-8 S-9 S-10 S-11 S-12 S-13 S-14 S-15 S-16 S-17 S-18 S-19 s-20 General Pion Deck Contours Foundation Pion Abutment 1 Abutment 4 Abutment & Wlnowol I Detol Is Abutment & Miscellaneous Detolls Bent 2 Bent 3 Bent Details - 1 Bent Detotls - 2 Typical Section Glrder Layout & Prestressino Detolls PTFE/Elastomerlc Beorrnos Joint Seal Asserrbly Expansion Joint Armor Detail Structure Approach Drainage Details Deck Drainage Details - 1 Deck Dralnaoe Details -2 LOQ of Test Bortnos QCM RELEASE HAY 038 LiQht Pole Pul I Box, CALTRANS Type 9A FOR CONST.RlJCilQH For 'Gener"ol Notes' See "DECK CONTOURS" Sheet. Deck Drain BRIDGE NO, 55C-619 NEW FORD ROAD BRIDGE NO. 1 GENE FOSTER QUANTITIES " w••~• .. IIIECIF ICAI 11• ~~TRANSPORTATION 1•.....,..~ez;µlCQRRIDOR AGENCIES TCA CORRIDOR MANAGER -GENERAL PLAN L. Dickson L. Fellows 11-•• L. Dickson ~ v. Wismer ............ .., ________ ...., ________ ....,;.....;;;.;...;.,_, ....... _..i... __ ;;;.;....;..;;;.;.~.;;.;;.-.L.. ___ .._ ________ 1..::;::::-. ______ .._"""T_-,--T--r----,,--r---,--~~~=~-------+------i ...... -----Tt-:::;;1 ~'<P ORIGINAL SCALE IN INCHE$ CU 12332 DISREGARD PRINTS DEARING - FOR REDUCED PLAHS o 1 2 EA 1 02540 EARLIER REVISION DATES -• --------------------------------·--·---___________________ .... ,,, Abut 1 I I II_, llll l'"ILE 10, i'1,eJ1,'1.JJZ,el'le•-t•,332t>dcl.ah-t i Bros Abut 1 115 , 7 ◄ I Bent 2 APPLICABLE STANDARD PLANS DATED JULY. 1992 Excovotlon ond Bockflll Bridge-Surcnoroe ond Fill Excavation ond Bockflll Brldge-Lfmtts of Payment Bridge Detal IS Bridge Details Bridge Details Box Girder Details Deck Drain Details Utility Opening-Box Girder Utt I tty Detal Is 1ST CQUIIITY IIOUTE 12 ORA 73 ~~~-W~- REa,s rERED CIYIL ENGINEER PLANS APPROVAL DATE •&H ■DIII DII LI iWTll', 811:a Two Ventur'e, Sutt• 550 lrvtne, Callfcr-nta tt111 ,---Edge of Deck A62-B A62-C BO-1 BO-5 BO-13 07-1 B7-6 B7-1O B7-11 B8-i5 811-52 B11-54 Cost-in-Place Prestressed Girder Details Chain Link Roll Ing -Type 7 Bent 3 168 , I Concrete Barrier-Type 26 ( Bent 3 I AS BUILT ■ No ChlllQlt a CllanpdMM11tDld Aa-Bullt Date: fl Bros Abut 4 I ' I , I , I • Of Deck / • • 1&5 • I DECK CONTOURS Scola: 1"=30' NOTES: Abut 4 Deck contour intervals ore 0.2' m Indicates even foot contours • Indicates 10' intervals Contours do not Include Cont>er ESTIMATED QUANTITIES Prestressing Cast-In-Place Concrete ................ 306,345 Lb Roodwoy Expansion Joint ..•.............•......•....... 145 LF Sldewolk & Medlon Expansion Joint ...................... 74 LF , I , I • • X X • • • • DESIGN: PEAD LOAD: LIVE LOADING: SEISMIC DESIGN: 165 • X • • • X • • • • • • • Released far Construction . . r/21,y • Date GENERAL NOTES - Bridge Design Specificotfons (1983 AASHTO with Interims and Revisions by Coltrans> Includes 35 psf for future wearing surface. HS20-44 and alternative and permit design load. Peak Rock Accelerotton = 0.46o Depth to "Rock-Like" Moterlals =Oto 10 ft. CONCRETE STRENGTH & TYPE LIMIT Concrete Borr i er, Type 26 •.........•.............••. , , 095 LF Elostomerlc Beorlno Pods <Abutment 11 ...•................ 8 Ea PTFE/Elostomertc Beorrn~ AsselTbly <Abutment 41 ..•....•••. a Eo REINFORCED CONCRETE: fy = 60,000 psi f'c = 3.250 psi CU.N.O. > n = g No Scola Structural Concrete, Bridge and CIDH Piles (3250 psi a 28 days> Structural Concrete, Bridge <5000 psi a 28 daysl Structural Concrete, Bridge Footing (3250 psi a 28 doys> T ubu I or Hand Ro I I i ng , ................................ 1 , 09 5 L F Structure Excavation <Bridge> ...................... 3,145 CY Structure Bockfil r <Bridge> ......................... 1,011 CY Structure Concrete <Bridge Footing> ................. 1,010 CY Structure Concrete <Bridge> ......................... 4,953 CY Bar Reinforcing Steer (Bridge> .................. 1,268,480 Lb CI OH Pi I i ng -100 Tons ................... , ...... , .... 7,581 LF Mi see f I oneous Meto t ••••••••••••••••••••••••••••••••• 3,460 LB DESIGN .., 8. Yach occao M. Mohseni DETAILS .., R. Price --M. Mohseni ~ TRANSPORTATION GENE FOSTER Transverse deck slobs !Working Stress Designl fs = 20,000 psi fc = 1,200 psi n = 10 PRESTRESSED CONCRETE: See "Prestressing Notes" on Deck Details sheet. cc~, R.L£ASE HAY 031M ,~ CON&I&Ui.IJ.Qtt NEW FORD ROAD BRIDGE NO. 1 1-----t-,---------t-:=~-----1 <t?fP!\-'6,,r,-CORRIDOR AGENCIES ouANTITIES .., L. Dickson --L. Fe I I aws TCA CORRIDOR MANAGER DECK CONTOURS DRIGINAL SCALE IN INCHES F'OR REDUCED PLANS o , 2 cu 12332 EA 102540 DISREGARD PRINTS BEARING EARLIER REVISION OATES-• \' I S-2 S-20 l'LOT DATE, 14•Al"R•ltl4 14121 PEN TABLE, eJhl,p•n ---------------------------------·------------------------------------------ • 10 BENCH MARK OCBM 300 4 70 About 0.2 of a mlle northeast along the Bonito Canyon Road, from the Intersection of Coyote Canyon Road; 186 feet southwest of the center of a Bell System Telephone Company manhole cover, 75 feet southwest of the Centerline of Bonita Canyon Road, 5 feet northeast of a powerpole no. 18616420E, In the top of o concrete post, 0.2 of a foot above the ground and about level with the center of Bonito Canyon Road, witnessed by a steel post 1 foot northeast. Elevation 200.173 ADJ. 1976 WWLOL- N sa•s9•44• E---,. --= ~,-- I • .... - T -··· " NOTE The Contractor Shall Verify The Location of The Existing Telephone Ducts Prior To The Start of Bridge or Roadway Construction. For Additional Information Relating To The Telephone Ducts See The Special Provisions. PHOTOGRAMME'TRY AS Of': SUR-..rt'EO rt T. Thacker DRAWN TRACED rt L. Johnson DESIGN rt P. Rivers DETAILS rt 8. Yach Cltllllta rt J. Gilmore NCID • I") I . N Bottom footing / I , C E • I") • N 1 0 119 #4 spiral • I") (Typ) I 0 I <O l~ 0 . ------- ELEVATION L. 0 CAST-IN-DRILLED HOLE ~ CONCRETE PILE No Scale \ I \' ' F0UND{\JI0N PLAN Scale: 1 = 20' M. Mohseni M. Mohseni GENE FOSTER Pitch of spiral j --Cut-off line 12 -/19 (2-bar ,' 4l • ,._, I") 4l I L. . u I() C 0 u .c ~ }: • 0 -0 I 4l ij: • I!) ... 4) 0 .£: -0 4) ---... 0 --- -0 II) u 0 a. 4l Q) 0 .Q.c 0~ • +'-0 0 I II> C . N ..., ·-I) L. u C 0 (.) / ' ' \ .\\ \ \ 0 I") bundles at 6 / I locations) I I ct I / I I -~-~2" Clear I ' '----f/4 Spiral -- SECTION A-A No Scale RI as d . ' E~nee 1ST COUNTY ROUTE NO. SHEETS 12 ORA 73 J<iESSt ~ ~ V. W. WISMER W Na. 19925 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE .. , 9-30-9 a------------~\ QVIL ltAll■DNS a• I ■uw, INC. Two Venture, Sult• 550 OF c~\~ Irvin-. Collfornla 92718 ' • I <o I ... st,l•tt Date . / AS BUILT Q NoChangea ■ Changed as Merlc8d As-Built Date: I I I I fN I ' '-'- "\'~ \ " \ \ fl=? ,.__ w For Road - ' ' ;,- RELEAS&: osa. LEGEND FOR CONStllUCilQM 1000.0! Indicates Bottom of / Footing Elevation Indicates Plies. All Piles Not Shown. BRIDCE NO. 55C-619 NEW FORD ROAD BRIDGE NO. 1 POST MILE flEU)Hml) "'M. Jones CHECKED r, J. Van Eden QUANTITIES rt L. Dickson CNCIID L. Fellows ~ TRANSPORTATION ,£..~£::u~ CORRIDOR AGENCIES TCA CORRIDOR MANAGER FOUNDATION PLAN -WMlS f'ILE ID: f: \s,t,\332\dwgs\3322bfp.dwg PLOT DATE. 4/22/94 ORIGINAL SCALE IN INCHES FOR REDUCED Pl.ANS -· ... _______ , ____ _ 0 1 2 J cu 12332 EA 102540 - DISREGARD PRINTS 9EARING EARLIER REIIISION DAlES --S-3 S-20 I 0 I • a, Wit ■ IJPT ---· Edge of Deck &: WWLOL PTFE/Elastomeric Bearing Assembly, T)lplcal. See Sheet S-14. \ \ • 0 I . \ N 0--· I 0 • 0 0 3: 1-3' . u .... 0 £I) EL /(r,1.0 SEC d Rood ---· Wt Nori/ALL z.#5£A w'AY J✓cR 17.E" .----, 5 1 -,, .,,, I ------4-----+--+-------~....--------------------t--------+-------+~ • N 6'-9 15/16" ------~--- 54'-3 1/4" ------- 2'-0"x 1'-8" Opening For Future Utility, See Note 2 ----,, 5 Spaces O 1 .3' -7 7 /8" -68' -.3 3/8" -,----. . ~----- PLAN Scale: 3/16" == 1'-0" ----Expanded Polystyrene a· -7" ----24" Diameter Opening for Future Utility, See Note 2 -Edge of Deck &: WWLOL DIST COUNTY ROUTE 12 ORA 73 REGISTERED CIVIL ENGINEER - POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS ESSJ V.W. 'MSMER 19925 PLANS -'PPROVAL DAll: . 9-30--97 .. PAR■DN■ 1111 L■UW1 INC. CNIL /r--t Two V.ntur-. SUit• 550 Of ctl-\ /-£ Brgs lrvfne, California 82718 L. [ WINGWAlt. FtJtJT/NG r -------7 I I I I EL. l~B. 0 -L---.--+-+-,-__ ..J AS BUILT □ NoChangea ■ Changed aa Marlllld As-Built Date: ----PILE FtJRMEP BY //SING 24''$.1#tJ-Ttl8E FtJRM Et..lS8 S NO SCA!.E NOTES: For Typical Section Thru Abutment See Sheet S-6. .-----i 1---.-.----------------7.::::_-r------------;----------/~-_]r---------::-::==+-::i._, f New ford Road I I I I I I I I I I I 1. 2 . For Utility Opening At Backwall, See ~ or @ , and Detail on Sheet S-18. ~ For Utility Opening In End Diaphragm, See @ . WWL00 • 0 I -:.- I 0 I • IO I I 3. 4. 5. L---,f-+;----------------------------------------------------·----------t-tt-------1=.E-3'-0" All Plies Not Shown ELEVATION Scale: 3/16" = 1'-0" New Ford Road ,,,-WWLOL 'i 113'-0" t-----------------------------------~.----------------------------- .J.--7 3' -7 1 /2" 7 Spaces O 7'-3" = 50'-9" 7 Spaces O 7'-3" = 50'-9" f----------------'--------.::..:._:__ ________ --+,4-4.__+-,-_.,_-+-,__--------------------------------\--- -➔-~ I t--_:. /' t-- / ➔/ x=t / . I\ I I I I ,,r-/' r-J /' r-\ rT'\ /' r-\ / c=t/ -~~/ \~/ rj / 10 Spaces -24" CIDH Pile (Typ) rt---Vt--/' t--\ -\ / -/ -~-/'{) \ t{/ -r --+ --ff)-'f;1---{_ft---+ft--~ I I I I I I I I I I I I I I /' r-_'.) I t-\ /' r-\ I t-\ /' ,. \ 1r-I,-\ I T'L ;T·\ ~;--IT', ,r-l._ 1r-\ IT'\ \~/ c::i/-c=t/ c=t / -c=t/ \ '-// '=! / ,1, -,---::t' ,ti----,[ ct, / \ ,: ---/ ,_ , I 0 5'-2" = 51'-8" 10 Spaces O 5'-2" = 51'-8" 56' -6" 2'-7" 2' -7" 56'-6" FOOTING PLAN Scale: .3/16" = 1'-0" DESIGN B Y h atlaml .... lJ h I . ac M. MO sen DETAILS rt J. Gilmore -M. Mohseni ~ TRANSPORTATION t::::=::-i■Yc----;-~~=--,1m_..-'"j"""'c~~=--1 4?iP!\--....-CORRIDOR AGENCIES QUANTITIES rt L. Dickson -= 11 L. Fellows GENE FOSTER TCA CORRIDOR MANAGER I ;T'L '-1 / i' / ,---\ / BRIDQE NO. 55C-619 POST MILE DISREGARD PRINTS BEARINC For Abutment And Wingwall Drainage Details, See Structure Approach Drainage Details, Sheet S-17. Use Joint Seal Assembly (Maximum Movement Ratlng=4") For The Roadway Section. See Details on Sheet S-15. Use Type B, Expansion Joint Armor Detail (Maximum Movement Rating=4") For The Sidewalk & Median Sections. See Details on Sheet S-16. Released for Construction $/2/,y. gtneer Date. QCM RELEASE; MAY osa. FOR C0Nat8UCI1Qti NEW FORD ROAD BRIDGE NO. 1 ABUTMENT 1 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 J cu 12JJ2 EA 102540 EARUER REVISION DATES --S-4 S-20 FILE 10: f: \sJ,\332\dwgs\332bob1.dwg PLOT DATE: 4/22/9♦ • 0 I I ;,. 0 I • • 0, 0 I • IO -•• Ftr --MW F'ILE ID. I: \s)l\332\dwga\332bab4.dwg PLOT DA TE: 4/22/94 \ (j:: Opening For ~uture Utility (Typical)- \ \ \ \ 'fNew Ford Road---. --• 0 0 3: I ..:oc • • 0 0 .-o I CD N b \ \ \ \ -----------------------------1 • N Expanded Polystyrene I I I I I I I I I I I I I \ I I I - ( ( 8'-7" 54'-2 1/2" 24• Diameter Opening for Future Utility, See Note 2-~,"' All Plies Not Shown 56' -6" / / ... _ ' 6'-9 15/16" 20" x 20" x 4" Elastomeric Bearing Pod, Typical ---·- ? _?,eac!_S O ! ~•--~ ?.L~" = 68~""°:~. ~/~"- PLAN Scale: 3/16" = 1'-0" "'~ f New Ford Rood I ELEVATION Scale: 3/16" = 1'-0" f New Ford Rood---\ / I ' / -, 54'-5" 2'-0"x 1'-8" Opening in Diaphragms for Future Utility, See Note 2 (Typ) / - ff 24" CIDH Pile ( . /'\ ~ 56' -6" / 8'-7" I I I I I I I I I I I I I I I _L I .,. WWLOL I ST COUNTY ROIJl[ POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 l1ESS1 REGISTERED CIVIL ENOINEER f; V. W. WISMER 'It!' ~ Ne. 199 25 li;I PLANS APPROVAL DA'R: ti Ei,p. 9-30-9 • /J--1 .. All■GN■ -L■UW1 INCa Two Ventur-. SUit• 550 lrm-. Callfornlo 82718 AS BUILT • NoChangff □ Changed as Markld As-Bullt Date: NOTES: 1. 2. 3. 4. 5. For Typical Section Thru Abutment See Sheet S-6. For Utility Opening At Backwall, See ~ or ~ , Detail on Stieet S-18. ~ ~ For Utility Opening In End Diaphragm, See @ . For Abutment And Wingwall Drainage Details, See Structure Approach Drainage Details, Sheet S-17. and Use Joint Seal Assembly (Maximum Movement Rating•4") For The Roadway Section. See Details on Sheet S-15. Use Type 8, Expansion Joint Armor Detail (Maximum Movement Ratlng=4•) For The Sldewolk & Median Sections. See Details on Sheet S-16. Released for construction r/)/,y Dote. I 8 Spaces O 6'-9 3/4" = 54'-6" -■ _____ ____,___ --------------------·--···-····---.1. 113'-0" 8 Spaces O 6'-9 3/4" "" 54'-6" -~------•------h•--•-------·--·----------~ 14-------------------------------·--·----- FOOTING PLAN Scale: 3/16" = 1 '-0" DESIGN B. Yach M. Mohseni .., -~ TRANSPORTATION t-:DE~T:-:-:Al=LS=--t~ .... ~J•;;....;;G..;.;.llc.c.m.;.;;:o;.;..re.;;;.._ ___ t,aiiii .. iiii-•~M.;..;,._M=.;;;..oh;.;..sc..;e~n"'-l _7 </4?P'!\ ____ CORRI DOR AGENCIES QUANTITIES L. Dickson L. Fellows .., ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 GENE FOSTER TCA CORRIDOR MANAGER cu 12332 EA 102540 BRIDGE NO . 55C-619 POST MILE DISREGARD PRINTS BEARINO EARLIER REVISION DA'R:S QCM RELEASE HAY 038 FOR CONST.BUCDQM NEW FORD ROAD BRIDGE NO. 1 ABUTMENT 4 ---------•---------------------------------------------------------------------------------' BB &: EB 1 '-0" Const Jt 4'-0" 2'-0" 2'-0" '-I---!.... See "PARTIAL SECTION" Detail This Sheet ___ --1--,-#4 0 18" ---~ Abutment Bearings ,5 n o 12· Varies, 2'-0" Minimum at Abutment Edges • IO I • .... ....__-f--r-~~-iJ6 tot 5 ~-/15 0 18" 2 3'-0" 115 Tot 5..c:__ ___ _ ~1 2" Cir. Typ. UNO ... u 11s o 1 a•-~-1-1---- #8 LO 12"-....u---/16 0 12" ~ Optional Construction __J ___ _ Joint CIDH Piles, See Pile Data On Sheet S-3 _..,,. 2·-0· 4'-0" 3'-0" 2' -0" 5'-0'" 9'-0" ABUTMENTS 1 & 4 TYPICAL SECTION Scale: 1/2"=1'-0" ..: (.) • ID • 0 I . I") "a" (See Sheet S-15) Abutment Backwall 5-115 JI --Blockout for Joint Seal Assembly (MR•4")-Abut 1 Joint Seal Assembly (MR•2 1 /2")-Abut 4 See Sheet S-15 --Top of Deck Top of Approach Pavement • 0 I • Expanded Polystyre:ne For lnterface-_____ .... JJ Detalls See Roadway Plans I 0 I • .... 1 /2" Expansion Joint Filler See Notes Level-1-~ /14 Tot 4-.,.., 2" Cl (Typ) I - #4 zn O 6" Abutment/ Backwall I. For Additional Backwall Reinf, See "Abutments 1 &: 4 Typical Section" ------1-ct_ Abutment Bearings PARTIAL SECTION AT ABUTMENTS 1 AND 4 Scale: 3/4"=1'-o" --A 26'-0" Type 26A NOTES: See Sheet S-14 for Bearing Details at Abutment 1. See Sheets S-5 and This Sheet for Bearings at Abutment 4. •~ Abutment 1 Bearings Concrete Barrier/ -.---,-,------;-----------L-----, ,---t---4 3'-4 1/4"--,,p • ,., ..... 4'-0" Square 5-/15 Ea. Way---- Top and Bott. \ Const Jt ---- #4 0 18" Outside Focel #5 0 9" Inside Face J \ \ \ iJ6 0 9" Outside Face). __ f9 0 9" Inside Face J WINGWALL ELEVATION Scale: 1/4"=1'-o" " Cltral:III ' -- ' •• ' ' I, 1'-0" Joint Seal Assembly, See Sheet S-15 For Reinf Details See Sheet S-7 1'-0" I 0 I • ... ~ Joint seal -----Blockout Limits ~Top of Deck ST COUNTY ROUTE POST MILES SHEET TOTM. TOTM. PROJECT NO. SHEETS 12 ORA 73 EU/ REOISTEREOCML ENGINEER ~ j V.W. 'MSMER ;1 No. 19925 PLANS APPROVAL DA TE 9-30-9 PAn■a,1 ■ -L.IIUW, INC:. QVIL Two Venture, Suite 550 Of ctl.\~ lrvlne, California 92718 Released for Construction Expanded Polystyrene 0.079" Galv Sheet Metal, Coat Top of Pod _..,_ t r/1/,r Eng I neer Date . w /Silicone Grease Level 3" All Around Bearing Pod PARTIAL SECTION (At Abutments 1 & 4) Scale: 1 1/2"=1'-0" Expanded Polystyrene Some Thickness os Bearing Pad Tubular Hand Roilinge • «t' ' .... «t' I ;,, AS BUILT ■ N0Change1 □ Changed as Marked As-Built Date: i----Concrete Barrier Type 26A ~ -2% J r Concrete Bose _..,,. Leveled for Pad SECTION THROUGH BEARING PAD (At Abutment 4) No Scale , o· -o" 1 /2" Expansion Joint Filler 14 0 18" ~=-=--c...!ltt-t======~==l L-f----~:-=----=-===.;:~ -• r -2.2'9 Jl5 0 12" 1 ~•-_...__..__ ___ -4:,..._J Tr9.nsitlon 3,a• to Const " 1 I _I /19 Jt 1,-q (14 0 18"----r WWLOL ----- /15 X 2'-0" 0 12" n---/15 0 9• "'lft----119 0 9" NOTE: Barrier Reinforcement shown is in addition to Standard Reinforcement. SECTION A-A Scale: 3/4"=1'-0" 0 , S'from Bridge Monolithic Curb and Gutter, See Roadway Plans. QCM RELEASE HAY 038. FOR CONS'[RUCilQfj BRIDGE NO. ~ TRANSPORTATION 55C-619 NEW FORD ROAD BRIDGE NO. 1 DESIGN 8. Yach M. Mohseni "' ----DA,. ~-----CORRIDOR AGENCIES GENE F"OSTER POST MILE r■--i--------..L.----------------l.!::!..L--=-!!:~~-C===~~~::1--,r-=:;:.,~~~~=~+-T;CA:.;co;R;RID;O:R~M~AN:A:GE:R~---l====L---~A~B~UTMENT & WINGWALL DETAILS DETAILS J. Gilmore M. Mohseni QUANTITIES " L. Dickson CNICIID L. Fellows ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 FILE 10: f: \•1' \332\dwge\3321 bawd.clwg PLOT DA TE: 4/15/14 2 cu 12332 EA 102540 DISREGARD PRINTS BEARING EARLIER RE..,SION DA TES --S-6 S-20 • , -----------------------------------------------------------------------·------- • wtngwall Relnforcemen t 15 I Tot 8 Backwall Reinforcement Wingwall Reinforcement ST COUNTY "OU'TE 12 ORA 73 • ~~u.iw JY~Jt , RtGISlPEO CIW. EHOINtER ~ &. 117194 111:VISE:D AIUT, DloU'HIIADM THIClkiSS - POS Ml TOTAL PtlOJECT . 0 M. NO, SHUTS ll/J/14 OIIIGINAL ISSUE -:,,v y.w. WISMER DATE: DE:SCII IPT I DNS ~ R•••-fer Conatructlcn ~~-\0~ l.-g-q1- f'roJ~t Englner Dote PLANS ~PIIOVAL DA TE .. ACCaNC - I euw, ... r Two Ventur.. Suite S50 lrw, .. Callfomlo 92711 (t New Ford Rood, l Median & (t Light Poles --~ t Light Pole Support See Sheet S-1 for Locations s• (Typ 1992~ . 1-30:: B1orlng1 { Abutmen2 ~ Abutment Bearings 1-8--__.,· -· .. ------_.·.__-...... -_--.--------.. -... ----_.· .._...,....a..-i ~--f ;t~:dt, ~2s• I I }------Ii __ • 4 Sldea Light Pole Bose Plate, See Electrical Plana ~~,_ _______ _ IS (Tot 10) E1etend 1 •-e• Into Footln9 ,sb Tot 5 --- ,s O 18" ~16 rmrrn Tot 6 Sets SECTION A-A Scale: 1;2•-1'-o• NOTE: Abutment Reinforcement ABUTMENT STEM SECTION Scale: 1 /2"=1 '-o" Into Footing AS BUILT Q N0Ch1ng11 I I 0 I !;------- I I I I 11 i---~ --------~- 1 --------------,, 11 •• _J -· 1;~:1~o~ffi;~; ~ ~ \r;~~~i,~;:~~.r{~it L PLAN - (FIBERGLASS) 1 Light Pole, See I 7' O" - PER FM Alt>. /-t,,3) Electrical Plans Details Shown Are For Abutment 1. Abutment 4 is Similar. ■ Changed U Mlrkld As-Bullt Dato: L.:::.:======· ~. Top of Dec k--, Top Const Jt...., f'.:~-{/4Project 4 3/4• ic I I I , Thread 4 3/4. (T>1)) of Median'-. 1 1 1 ...-Const Jt I 8"P T BLOCKOUT ---.__ (PERFIELOMEMtJI,/(} Z-078) #g TOTAL 7 ~ EQUAL SPACES@ TtJTAL L.E#6Tll=3tJ'-tJIJ" (?ER FIEL.LJ MEMO Nu' 1-IZZ) \o 12" 4" Expanded Polystyrene to be Removed ,·-o· :-\ ~ot 7 fo ~ End ,·-o· ' Diaphragm t ,--' -->-----, I I I . 7 . ' , := ' ~-v' ,,,,-, .,,.,.-3-17 l LConst Jt ' ---~ ---~ ---·-->-----' '. / I I I ' --Z"CLEAR ~ Abutm t Bearings r-----+-t---·-==----,,..:......--------- CONSTJ~INT I I ) ;,, ' • I"--I ~ [\ I ~ 18, Tot 7 sPACIN E:1etend to f5 ot Edge of Deck ' Blackout for.~-----..~~':-+-.; Expansion Joint ( PER FIELO MEVd ,\1,7. Z-lft,) Preatrasa Anchorag•·•:_ ___ -t,~~ Blaekout- (7At.TRAN's ST/7 E/8-5 Dlt.LS raf'#~ 3• Limit of Distribution Reinforcement and~ • ~i,• o· ~ #5 • s· Place Parallel to Girders ~ • I I -- ---------< -t'lz"(PER RFOS MAC 022) Expanded Polystyrene @ 1 (2" Expansion J F'iller .I . "" i.,,--.._ c , ·--'' 01,/ST.JOINT l 14 o 12· 4• i-l3-11 I ( I yp Tot 11 0 l I 2-f7 (1 Ea Fe) . • I .... 6' -5" s•-5• _S_E_C_T_IO_N_B_-_B_"-~01(~~~1 1~ ~at0;,x :;C;)n~:; ,~ -SARS@,f,"cJAICEAITER (Iii/ EXTERIOR ,'.>IRPERS. 1llcSE [_J (PEI? FIELO McMCJ NtJ. Z.078) f5 I r-l-t:-~-t----+--+---t----1-~'v\ \ ITot a--~• 1 /2" Expanded Polystyrene Light Pole~ 'l Light Pole 6 • i-,-- Nots and (2) Plain Wa1htr1 (Typ) (PER FMNO l-a>3) VSED CITYOF/HVIN£ sro. C-9ARSARclN 16 0 12• --+j , 'l:7AI Ft.IC T frl7'TIIE 17/JST TEAISltJ#INGJAC,<', THESE C-BARS MAY BECVT@ T#EIR APPROXIMATE Al/0 PtJIAIT l?~EM,'T,'.::ol.l,~'T==::t!-!.--+--f"l ,~T#E#'AYtJFTllE#S, Tot 12 - PT STRt"SSIAIGNEAO,AITERSTRE£SltVGl71E BARS SIIAt.t. BE BENT BACK7lJ TIIEIR t)R1G1t1At. 18 \ / Tot 7 -4. 1-'l:JSITION, A # (,, OAR OF LEAtiTII '10 PIA¥ETERS 5/IALt. EIE t.APPEPTO/-'ROJ//PE A ,/5' PIA ,:.,;/PW/EAc#OFTI-IE Ct/TBA.RS. 4'-8" (PERFIELOMEMOlltJ Z-197} AOPEO I #9 BAR ONc8,4RT/fATJ,t/ASCt/TSTILL.IIAS TSENOS Roughened Const Jt £MBEOPEOIAI CcJ#C.//80//E EXTE, /0/f'GIROERS THESt=' TWO EAi.OS SIIAL.L RECCIAIAIECTEO Bend Top Longitudinal TOA S/N6t.E#8 BETJl/cEIIITI-IEM Reinforcement as Required BY AF(lt.t. PEN. BtJTTJ,t/Et.o. I I I I I Bottom Longitudinal Reinforcement • I I f5--...J.1' • I END DIAPHRAGM SECTION Scale: 1 ;2•-1 '-o• 1 Support CONNECT/ON FOR FIBE/?GL.ASS ---(Typ 4 Sides)! l Const Jt NOTE A: POLES. I 0 I • ... Abut Reinf iJ6 X 1 J' -Q" Tot 5 EXTERIOR SHEAR KEY SECTION Scale: 1 /2"=1 '-0" Top of Const Jt =t Median Light poi• support detoila ore ahown for pol•• located at atotion 10+50 and atatlon 13+50. No additional ateel reinforcing ia required for poles ....... C .!i! . ~ 7 u Light Pole itJ ::1 Base Plate ~ O Const Jt Top of Deck Slob ~~:::!,C::::::.. Anchor Bolts , a· 1 a· 1'-8" located at atation 12+05 (£ Bent 2) and station 15+02.63 (£ Brga Abut 4) other than that ahown on the Bent Cap and Abutment Diaphragm Oetoila. NOTE B: Reinforcing steel in median aholl not poss through const joints around light pole. NOTE· SECTION C-C [)(terior Shear Key Concrete shall be placed ofter bridge post-tensioning is completed. LIGHT POLE SUPPORT DETAILS (SEE NOTE A) Scale: 1;2•-1•-o• QCM RELEASE JUL 19a r-----------T---------------------r.::::--i'i~~~~~---i:===-~-:".~~~-.-------------,,------------~r"b~-1 l"'!N~O!'".------------------------FOR_CONSTRUCTl0f( ____ _ ~ TRANSPORTATION 55C-619 NEW FORD ROAD BRIDGE NO. 1 DESIGN .., 8. Yach w• M. Mohseni -· p DtTAILS .., J. Kratochvil II M. Mohseni ~ GENE F'OSTE" .., L. Dickson -L. Fellows _.,._ QUMITilltS ORIGINAL SCALE IN INCH£$ ,._ioiiiioi ________ ....., ________________ ...J.~~;....1.......:::~;:;.;.;:.;.:,.._.....J~-..:.:..:..:::.::.:;~...J---~--"";::.,...c_oR.,.R_I0_0'1"'R--,AGi-E-N"""c_,E_s~rc_A_c""!"o'!!"!1111~10~0R_1.1_AN_,.,_oE_R __ ...J_=:_.1-_~A~B.:U...:T.;,:M:::E:.:.N T & Ml SCELLANEOU S DETAILS cu 11?2-'U2 EA 11la!IIO rOR REDUCED PLAHS 0 1 2 3 DISREGARD PRINTS BEARINC EAIIIUER IIEIIISION DA TIS -• I FIL£ 10 f: \8,h\332\dw91\JJ2barnd,dw9 PLOT DA TC· 4/13/U ---------------------- /16 m: Tot 4 Ea Side BENT Zt3 ACCEPT,48LE tJ?T/tJ/v': Pt.ACE#~ S77RRVPS ,P,4R.l!t.LEL 72J G!ROERS (PERRELOMEM0,1/0 2-084) 0 10"- -.-IT --... /16 aafl Stirrup Spacing Exc-~t Columns /F:,_lace Normal to Bent, tTyplcal Each Side #5 0 12• Ea Wa~Top (TypJ ,s C o 12" ...... !-...., L. u I P') Ea Way---f--.!..._J (Typ) #11 0 6" Bottom ___ _.. (Typ) FILE ID· f: \■'1 \332\dw9■\332bbel2.dwg PLOT DATE· 4/22/94 s'-o" Min (Typ) 54'-2 1/B" 'r t New Ford Rood ------------------·····----------·---·---·------·-\ :t 38'-0" ~ Column I 2 Bar Bundles I /16 [[[]]] 0 12" Max 0 12" Max --rf. Column ' \ \ PLAN Scale: 3/16"=1'-0" • 0 I ..-.. io ~ 1-- ~ Column #6 [[[]]] 0 12" Max ' ' \ \ \ I \ \ 38' -0" ' ' \ ' ' ' \ \ I • I I \ \ 54'-4 1/2" ,__ v,--~-•----- \ ' \ \ \ I ' ' \ \ \ \ \ \ ' ' ' \ \ ' . \ . I ' ' \ ' ' \ \ Column I I I \ I I ' I \ \ ' I \ \ \ ' I I \ \ \ \ I \ \ \ \ ' ' \ \ \ \ \ \ I ' I \ I ' \ I \ \ \ ' I \ ' \ \ \ \ .. >-~·-:··--:.·::>' \ ' \ •·, -·,--•·> L ••••••• \ \ \ i \ \ ----\ \\ '\\· .' \, \ ----,, ~-~,-t----~--- \ ' I. , ' \ \ \ I \ \ I \ / \ \ ' I '-, ____ I ____ / \ \ ' I •• I \·' •• , r·-I···---------,·----.-~~ \ ' . - \ \ \ \ \ \ \ ' \ I \ \ \ I \ { Opening for \ 1, \ \ \ Future Utlllties \ \ \ \ \ See Girder \ \ \ \ \ Layout Sheet '., \, \ \ \ \ ' ' \ \ 1 I I \ ' \ \ \ I \ \ I \ _j__C. _Bent 2 I I \ \ \ --------------'-__ ,l -----------· -____ _____._.L_.__ -·-··-~'~- Additional Slob Reinforcement IJ8 O 12" in Top Slob (Typ) Additional Slab Reinforcement f9 0 12" in Bottom Slab (Typ) See Detail This Sheet ~-For Bent Cap Reinforcement, See "Bent Details -1" Sheet 3'-6" ~ Column (Typ) -Vl~-+-+--1 '-0" ~ (Typ) 2 Bar Bundles-----n-A -#5 /rot 8 Ea Side ~ Bent 2---:::\. AS BUILT Q NoChangM r-t-Depressed Key (Typ) See Sheet S-11 1" Expanded Polystyrene (Typ) ---,,., -See Sheet S-11 a Changed as Marbd As Built Date: 6" Max (Typ) -, ,., DIST COUNTY ROUTE 12 ORA 73 • REGISTERED CIVIL ENOINEER POST MILES TOTAL PROJECT SHEET TOTAL NO. SHEETS rss, ~ ~ V. W. WISMER ~ II! No. 19925 PLANS APPROVAL DATE • , 9-30-9 .. AR90N■ -L.■uw, INC. CIVIL Two Venture. Suite 550 Of cM.\ Irvine, Callfomla 92718 Released for Construction •·••)ill. ~ht,r t Er,:f neer Date . Slab Slab ~ (,,I '1 O'I --I I O'I (Tl • I .g> CJ -I 0 Q 0 "0 ::, ~ !a !a t-J C C O" l:T -------I---+------ ADDITIONAL SLAB REINFORCEMENT 68-111 (34 Locations- 2 Bar Bundles O 8 1 /2") Bottom (Typ) DESIGN DETAILS QUANTITIES llt B. llt J. llt L. ELEVATION Scale: 3/16"=1'-o" Yach CNl01181 M. Mohseni Kratochvil -. M. Mohseni Dickson OHi • L. Fellows ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 TRANSPORTATION CORRIDOR AGENCIES 2 3 GENE F'OSTER TCA CORRIDOR ~ANAGER cu 12332 EA 102540 BRIOGE NO. 55C-619 POST MILE DISREGARD PRINTS BEARING EARLIER REVISION DA TES No Scale NOTE: For Section A-A, See Sheet S-10 QCM RELEASE HAY 038 FOR CONStBIJCDati NEW FORD ROAD BRIDGE NO. 1 BENT 2 S-8 S-20 ~ New Ford i----------·--------..... _ t Column-1----- ' ,s:§E}: Tot 3 Ea Side 16 :t!tttJ Stirrup Spacing Except at Columns Place Normal to Bent, T}'Plcal Each Side (15 0 12· Ea Way-Top (Typ) -! ...... .. 0 #5 [ o 12· ------1! Ea Way (T)P) (111 0 6 "---=::=::::=---r Ea Way-Bottom (T>P) -0 ■ IT -,,,, .,.. FILE 10: f• \1t,\JJ2\dw91\JJ2bbalJ.dw9 PLOT DA TE· <4/22/94 5'-0" Min (Typ) ~ Column I l #6 [([]]] 0 12 Max ___ 54'-2 1/8" __ 38'-0" 2 Bar Bundles 2 Bar Bundles -- 0 12" Max Depressed Key (Typ) See Sheet S-11 6" Max (T)P) ... ,,.... 0 9; • 1- (D - ....._ _____________________________ ----- \ \ 541 -4 1/2" -1_ __ --. -~--------·---38'-::-(}_"_ ---~ Column PLAN Scale: 3/16"=1'-o" ~--Additional Slab Reinforcement #8 0 12" in Top Slab (Typ) Additional Slab Reinforcement #9 0 12" in Bot Slab (Typ) See Detail Th is Sheet I 0 I ,....,. io ~ 1" Expanded Polystyrene (T)'P) I--.._, ~ Column #6 [[[]]] O 12" Max I I For Bent Cap Reinforcement, See "Bent Details -1" Sheet _,_-See Sheet S-11 ELEVATION Scale: 3/16"=1'-0" DESIGN ff 8. Yach DETAILS ff J. Kratochvil QUANTITIES ff L. Dickson CIIICIIMD M. Mohseni ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 ~ Column 3 -------1·-o" GENE FOSTER (Typ) I ,..--_ t0 ~ . I i--LO......, TCA COFIRIOOR MANAGER cu 12332 EA 102540 t Bent 3 1ST COUNTY ROUTE 12 ORA 73 I I/I.Ml~-><4-"~ REGISTERED CIVIL ENGINEER POST MILES TOTAL PROJECT SHEET TOTAL NO. SHEETS £SS/ ~ ~ v.w. WISMER I Ill! No. 19925 PLANS APPROVAL DA TE 4I [lip. 9-30-9 1----------------,.\ CNIL .. All80Ntl -...,_, -■ Two Ventur-. Sult• 590 Of ctl.\\ Irvine. Callfomla 92718 Released for Construction • ~~op_?_!~---19 ot Slab (.,I N (.,I N N CJl. "'"'· --.J • • I I I I 0 o. O> Ol • • • (/) Cl -I Cl -I "C 0 0 0 ~ "C 0 "C :, .... (/) !ll !:!! !ll (.,I -g. 0 0 0 C" C" C" i Bent 3~ -~----- AS BUILT □ N0Change1 ■ Changed aa Markld As-Sulit Date: BRIDGE NO. SSC-619 POST MILE - ADDITIONAL SLAB REINFORCEMENT No Scale { PER FIELD MEMtJ 11/0 c-OZ3) TIIE 40ECK ,4CCESSt7PEMIIIGCt7#rZICT W!T/ITtJPSL.1?8 ADDITIOAIA!. RDNFtlRCE/4fE!VT. OtllVOTCt/T, MtJYE BARS TOON'ES/0£0/?TflEOTll£ROFTIIEO£C,t'ACCESSv'PE!VINGS tADJUSTSPACINGACC<JROINGLY. IJONOTELIMINATEAN'YBARS. NOTE: For Section B-8, See Sheet S-10 QCM REL.EAs( HAYOSM FOR CONSTRUCJloti NEW FORD ROAD BRIDGE NO. 1 BENT 3 DISREGARD PRINTS BEARING EARLIER REVISION OATES -• S-9 S-20 ~ Bent 2 3' O" -7' 6" ---- 3'-9" 3' -9" 3" (Typ) I Reinf -~ (16 0 6" ... r /14.......rO 12" 6" I .... (.) / -Min rt') Place Parallel to ft··· -..------. .. --1-.,,. -... -.--~ ... ---.: r.; ------·-----. -• r ' ' • • • I • • • . ~ .. ' ' ' '1 . • • . . . Deck Deck Reinf '-I "' I'-._ 4" Fillet (Typ) -.. K: I,,"' Const Jt --- "-48 -/114 (2 Ba r Bundles [[[]]] at 24 Locations) w • w • • • I.!.\ • • or it I ' I'----._' 16~ #11 Tot 10, Place lumns it • -High In Cop as 0 Co OS ~~012) 6 Prestress Tendons I Will Permit • I"--#9 Tot 8 . -------. ·----,/1 --I ■ -. I •• • • • • • I • ■ I I I I ■I • ~ ... ... 0 'It' 3• o" - 3" (TVD) eek Relnf ) • !'II L ~ T"' ... ..,, D • I I • ~ -• • Const Jt or [[[]]] olumns f-,4~012·\ I \ ► • • • 11.J_ I ~ ... .... (.) .... ~ 6" -Min 44 -#11 (2 at 22 locotio Bar Bundles ns) BENT 2 CAP SECTION Scale: 1/2"•1'-0" ~ Bent 3 6' 6" - 3'-3" 3'-3" -6" Mir I (16 0 6" • • • • • ., • ~ ' \ ---' "- ~ • -• • • • '-=-• . ~ I \ • • . ~ - I f>'--..._ ( • ..., I • • • • • - J ■ \ I'-~ 3' o" - #4 __,-o 12" Place Parallel to D eek Relnf , -·-- I I I I --- ~ 4" Fillet (Typ) - I'-38 -#11 (2 Bar Bundles at 19 Locations) #11 Tot 10, Place as High in Cop OS Prestress Tendon Will Permit r------____ #9 Tot 8 - I ---·-----------. - • • • ~ (19 24 -/111 (2 Bar Bundles s) at 12 Location BENT 3 CAP SECTION Scale: 1 /2•=1'-0" • • • • Column -- • • • • • f Column_.......,..__ • • • • • • • • -----1- #11 Bundled-___.//' Column --...._ It_ Column--- #11 Bundled DESIGN ■Y B. Yach C)IIC" M. Mohseni ' ~ Bent • • • • • • • • t ' r • • • • • • • • • l SECTION C-C BENT 2 Scale: 1/2"=1'-o" t Bent • • • • • • .-... • • • • • • • • • • • • - I - • • • • • • SECTION D-D BENT 3 Scale: 1 /2"=1 '-0 .. • • Ill a. g-2 <.) .!:: .... .... Cl) C c8 ~ . . ------- • • • •• --#6] 0 12" • • • • - • • • I • I I I • I I • • • • • • • ---. - -- a. Ill 0 a. (..) :J ... ..... ... ·-C .... tl Cl) ID ~ (I) a. Q. 0 ~ 0 ·-.... .... Cl) C c8 li -----a. (I) C Q. (.) :J ... ... .... ·-C .... Cl) Cl) al ~ ... as IT ~oE=T::-:A1:-:LS:---7i■Yw--:J-. -;:K;:ra~t:-::o-:-c;:-h v:-:;-il;----7i-Hiiiiiiiiiiin--;M:;.~M;-:o-;:-hs=e=n:-;-i -1 ~ TR AN SPORT A Tl ON GENE FOSTER DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SH£ETS 12 ORA 73 Releosed for Construction ---- • (0 I io REOISTERED Cl\1L ENGINEER ~ ... .~ V. W. WISMER ii • No. 19925 r/11,v Dote PLANS APPROVAL DA lE • Exp. 9-30-9 t-----■----........... ---~\ Cl~L IIIAll■DN■ -L■uw, INC. Two Ventur-. SUit• 550 {lf c~'~ Irvine, Callfomla 92718 a· -3" --• ---------·--------·--·-, <c, Column ----j -104-#11, (Total \\ 13-4 Bar Bundles Each 2" cir -·---- Loop) 'f. of Bent &: 'f. Column /15, Total 6 #6 Spiral O 3 1/2,. Pitch (Typ)-~ SECTION A-A BENT 2 • (0 I io AS BUILT ■ NoChanges Q Changed 8S Marked As-Built Date: I 1 8RIDOE NO. 55C-619 POST MILE Scale: 1 /2"=1'-0" #11, Tot 36 (18 Bors Each Loop) 2" cir -~ of Bent & q_ Column ~ #5, Total 6 #6 Spiral O 4 1/2" Pitch (Typ) SECTION 8-B BENT 3 Scale: 1/2"=1'-o" QCM REIEASE MAY osa FOR CONS'CBUCilQM NEW FORD ROAD BRIDGE NO. 1 t ===--tn-;-~::;::::---1aiiiiiiii~~::;;-:=-• ~-....... ~ CORRIDOR AGENCIES QUANTITIES ■Y L. Dickson •-L. Fellows TCA CORRIDOR MAN,..GER BENT DETAILS - 1 FILE ID f: \•1'\332\dwgu\332bbdt.dwg PLOT DA TE. 4/22/94 ---------------------------~--- OR1GINAL SCALE IN INCHES FOR REDUCED PLANS 0 , 2 J cu 12332'- EA 102540· DISREGARD PRINTS SEARING EARLIER REVISION DAlES -• RE~SION DATES ARY STAOE ONL 4/11/M SHEET OF S-10 S-2 t Bent 30-24" ¢- 100T CIOH -+-+- Plies ,t-"\ ' 2'-0" 25-24" cp 100T CIOH Plies -• I ff _.,..,.,. 2'-0" FILE ID t \11'\33i\dw91\33:l»bdt2.dw9 PLOT DATE: 4/13/94 I <t._ Column ,i--.,_ ,i--. ,...i-,. ,...i-,. -' ' I ' I ' I ' I 5 Spa 0 5'-0" = 25'-o" 2' -0" TYPICAL COLUMN FOOTING BENT 2 Scale: 3/16"=1'-0" Column ,... .... ,...i-,. ,...i-,. '-I '-I 1--T"'....___ + ,......_ __ '-I '-.I 4 Spa o 5'-o"-20·-o· 2'-0" 24'-0" • 0 I . N I 0 I b N II b I . IO 0 C a. (/) ,to I 0 I °N TYPICAL COLUMN FOOTING BENT 3 Scale: 3/16"=1 '-0" I 0 I N I 0 I b N II I 0 I in • I 0 I • N I 0 I ;i. N • 0 I ;i. N DIST COUNTY ROUlE POST Ml SHEET TOTAL TOTM. ~OJtCT NO. SHEETS 8'-3" 12 ORA 73 Released for Construction t Bent 1" Expanded Polystyrene • ,.., I °N I I") I -N 1 1 /2" Deep -+---" Shear Key PILE CAPACITYNIJT /3~TN REZVCE.;, i,.;?AC/,~7· 8ST,l/ 1i1l CE,f.. ',~E.R r:'"~,"";,VG. t------~ Column 2'-3" 2'-3" ___........, #4 Spirals, 2' -0" Dia 0 3" Pitch I tO I in """-1----#9 L Total 16 TYPICAL COLUMN HINGE PLAN BENT 2 t Bent 1" Expanded Polystyrene I 0 I °N • 0 I • N Scale: 3/16"=1'-o" 8'-3" i-----'--~ Column i...--#4 Spirals, 2'-0" Dia 0 3" Pitch I (0 -----+--I -IO Start of Pitch When Weld is Used to Anchor Spiral Unit - r---............ .._ ~EOISnRED aVIL ENGINEER Direction of Weld <l....., .......... ---'"'1-----+----~ ------ Run Off End of)>----.--.---~/ Bar as Shown J C 1 1 /2" f/4, #5, ac 1s Relnf Only 12" Min op LengtH Note: Flore weld to be mode In direction shown. WELDED LAP SPLICE AND ANCHOR Start of Pitch When Clip is Used to Anchor Spiral Unit -- ,..... ....................... fl_ -------- 1 Bar Dia Splice Clip Shown for Example Only ff:3, #4, 1/5 ac fl6 Reinf Only MECHANICAL LAP SPLICE AND ANCHOR 7 5" Pen Min >-----,,.------. 45• Run Off End of Bar as Shown -~-4-1-/-2_,. 1. Butt weld to be made first. 2. Butt weld to be made In flat or horizontal position. 3. Lap bar Is to be centered on splice 4. Flare weld to be made In direction shown. 5. Lop bar equal size to spiral bar. Direction of Weld 5'" Lop Bar VEE GROOVE WELDED SPLICE CP >-------. 1/4, 1/5 & fl6 Reinf Only 1 1 /2" Deep _ _,. Shear Key fl8 L Total 15 AS BUILT Same Size, Spacing c!c Material as Spiral Shown on Plana 2'-0" 2'-0" TYPICAL COLUMN HINGE PLAN BENT 3 Scale: 3/16"=1'-0" B. Yach M. Mohseni t:DE::T:Al;:--:LS:--!iwrw-;-J.-:K~ra::::t-::-o-:;ch=-:-v:;il--lcoiiiii-41iiiiaaim~M;-.-Mu:ioh;:-:s::e:n7"i -1 ~ TRAN SPORT A TION t::::-::=::-t'i.,;--;-~:;::=-----t,0iii.-iiii-m-;---;:;;::-:::--7 ---. ........ .--CORRIDOR AGENCIES QUAN'll'IIES L Dickson L Fellows ORIGINAL SCALE IN INCHES FOlt REDUCED PLANS 0 , 2 J 0 N0Ch1ng11 • Chana•d II Marked A1-Bullt Dato: I ·.::..:.=:.::.:.::.:.==-..._ _,.. ... 1'- Individual hoops, made continuous with 100" penetration welds, may be substituted fo spirals. BUTT WELDED CONTINUOUS HOOP QCM RELEAS( MAY osa i OR CONalllUCnar( BAR SPIRAL SPLICE & SPIRAL ANCHOR AND HOOP DETAIL GENE F'OSTER TCA CORRIDOR MANAGER cu 12332 EA 102540 BRIDGE NO. 55C-619 POST MIL£ DISREGARD PRINTS BEARING NTS NEW FORD ROAD BRIDGE NO. 1 BENT DETAILS - 2 EARLIER REIIISION DATES -• 3/4• Drip Groov•, Continuou1, Typ 1 o·-o· ~32• Opening In V Abutment Diaph~ro~i..a Fer Conat Jt (Typ) _____.,, Synm Abt ~ New Ford Grade Line ..... 1 1/2" -· ---- I 0 I 1--/ ?':-Q" + 7'.-~" 6'-5" 6'-5" " Road 4" Fillet, Typica · -- • ID Cl. ·' ::, 1'-3" -2.201' 1 o· -o" 1'-o" {Typ}. -2~ 3'-6" 5'-7" 102·-o· ~------------------------------=-----------------------------··--·-------•---i NOTE: All Horizontal Olmenaiona Shown Are Mea1ured Normal To The Centerline Of New Ford Rood. TYPICAL DECK SECTION 3/16" • 1'-0" Top of Deck 14' -0" 1· -o· l New Ford Road ac Median 7' -0" 1/2" R (Tw) ---------------- ' 1'-0" Tubular Hand Ralllnge For Lighting Details See The Project Plans ""--Concrete~rier TiP• 26V -2 -5• Dia Conduit For Future Utility, T)Pic:al • I') . N .... .,. • ('\j 0 ,., • 0 .- +' i E +' ~ .0 < en -.... 0, L a, -co II') N . 0 ,., ST COUNTY IIOUlt .-os w TOTAL P'flOJlCT 12 ORA 73 111:GIITtlllO aw. INOltfU, &_ '1lllt• lllVlUD UTILITY CPENIIIO LDCATIQNS 11111• OIII0IIIAI. ISM ... ,,,ect ttr C01'16trUGtltn Gf;ipnerner -.,. r-- -- C 0 ~ ,,, +' i ID .. . • .. .,... - f4 ~-18" "-,4 0 18"± TYPICAL MEDIAN ~-114 I lo 18" '-Construction Joint CAMBER DIAGRAM Does Not Include Allowance for Falsework Settlement I - -· .. ., .... ,. " Concrete Barrier And Sldee T)lpe 26 - 115 Continuous Total 9 f5 ~ Stirrup FILE ID f• \•Jl\J32\dwg■\3J21bddt.dwg PLOT DA TE '/22/14 Field B•nd to Provide Clearance O face of Deck • CX) ,.__,.r--Con1tructlon Joint (T}f)) ,._ 1l • N - I,. 1l I - ... u -- t GO ._ u ,., I 0) N { PEI? PELO MEA-ftl All? /-IZ4) TYPICAL LOCATIONS WIIERE#v TRANSVERSE BARS ARE i.AP-S?l/CEO. ~9"0/AIElv'SJtJN CAN VARYFROMf"T<J /4"MAX. . __ .,, (15 Top Long Reinforcement ( 0 18" Maximum LH'l '"" ~ I• Total 5 Per Boy @ f5 1J Stirrup 5 Total 13 Per Ba • O> f5 '-====~1 S-=13" Max ~ Place Parallel to t Bents ~ PARTIAL DECK SECTION 1/2" = 1·-0· DESIGN ., B. Yach M. Mohseni DETAILS IY J. Gilmore II I M. Mohseni QUAN1111ES ., L. Dickson ,., a L. Fellows ORIQNAL SCALE IN INCl-l[S f<llt lttDUCED P'LANS 9" SECTION 1/2" ""' 1'-0" 15 -f5 Continuous 0 8" Maximum . .---115 Continuous Total 2 Per Girder 16 5=11" Max Place Parallel to t. Bents CONSTRUCTION J.Jllv'T MOJ/EOU? Z"(TYP) ~ TRANSPORTATION --...--CORRIDOR AGENCIES GENE FOSTEft TCA COAftlOOR MANAGER 0 1 2 3 cu 12JJ2 EA 1025-40 AS BUILT 0 NoChlngea ■ Chanted u Mal'fllld A1-Bullt Date: 55C-619 POST Ml OISREONtD PRINTS 11:ARING PRESTRESSING NOTES: 1. 270 ksi Low-Relaxation Strand: P jock • 36,800 kips/structure Anchor Set = 3/8" 2. Distribution of Preatress Force (P jack) Between Girders Shall Not Exceed The Ratio of J: 2. Maximum Final Force Variation Between Girder, Shall Not Exceed 230 kips. 3. Concrete: f'c • 5000 psi at 28 Days ( cl ,.. 4000 p1i at Time of Stre1slng 4. Contractor Shall Submit Elongation Calculations Ba1ed on Initial Stre11 at IX) • 0.884 Tim•• Jacking Stre11 at Point of No Movement. 5. Stressing Shall be from Both End• NEW FORD ROAD BRIDGE NO. 1 TYPICAL SECTION EAMJD IIE't1SION DA1U -• ... 1/1 r • 0 I • .... If) • 0 I • N 0 ... I 0 I . ,- If) I 0) t -~ - • ,... I io • .... I • I') ..,. • 0 .... I • N .... • • Ill ~ " 1/) • .... I • I') ..,. • ,... I io N I ':.,r co u I ~ Bent , V l__ I . -NS!; . I t-.... - BOTTOM SLAB THICKENING @ BENTS No Scale (PEl?F/Et.OMEMtJ/v'tJ MAC/18) Z-OZ3 Abutment 1 ti ~ (Twical at Bent 2 J>11ij) ·-.::_.,I/ 17'-6" ~ Si~ewal (See ote 2) .Roadway (See Note 1) ~ New Ford Road Median Roadway See Note 2 • ----(See Note 1 )----- NOTE 1 -Use Joint Seal Assembly Maximum Movement Rating=4") For The Roadway Section. See Details on Sheet S-15. Sidewal (See Note 2) NOTE 2 -Use Type B, Expansion Joint Armor Detail (Maximum Movement Roting=4") For The Sidewalk & Median Sections. See Details on Sheet SIDEWALK, MEDIAN AND ROADWAY EXPANSION JOINT LAYOUT S-16. DIST COUNTY ROUTE 12 ORA 73 PLANS APPROVAL DATE POST MILES TOTAL PROJECT SHEET TOTAL NO, SHEETS ,SESSt V.W. "1SMER ~ 19925 ~ 11-30-117 ...... all■ -I ■uw, INC Two v.,ture. Sult• 550 Irvin-. California 92718 { PER FIELO MEMO ;\10 Z-c750) ~ Exterior & Interior_ Girder Flares/_ 20' -0" Edge of Deck ANO BEAIT 3 (A.S.PERRFC/10. ~93) / ~';9' t Bent 2 ~ ~---P-~---1 ', AT ABUTMENTS 1 & 4 PT 8LtJCKOVT ,;~ C-BARS Nt1T //VS/OE 8LtJCKOtlTS $/{ALL BE CCJNTINUOtlS #,-_ ~ @4-( NOT SPLICED. Ot./E TO Tl-IE SIZE OFTI-IE 8LXKOUTS, E,-/'TENO TRANSi/ERSE CcJ/v'ST J/Jllv'T (PER FIELDMENtJ;\101-10~) C-BAR '-' \.._ T/IE TtJPll:JR/ZtJAIT,4L LEG o;:-T/IE C-&4RTOE.-fTEtVOOVTcJ,t:"T/.IE @Girder Flares at Abutments 16'-o• Mfn . et.tJc.<ot1TATLEAsT if:' • W i ~~~~=~~_:::=-..-----~=......_~-~~~_:; / 12 - No Scale @Typical-- '-s '.__ ~ fa Bent 3 .. ~ Vent ,/~-'8 Typical Edge of Sidewalk I I 18 l5f03f /sta 16+05.00.:: / Deck Drain D-1, Modified , Brgs Abutment 4 -- r Brgo Abutment 1 I 0 0 ·-5!; t- l t 3• ~ 0.40 114 0 6" 76 0 9" 76 0 9• Cable Path . IS BC STA 10+87.48 Indicates Thickened Bottom Slab, Typical 20'-o" 17'-6" b ~ ~---- Indicates girder stem ll 2·-0 1 /2" Parabolic Typical Between Points Shown (T>P)/ 2'-9" --_1 I f 1 l 1'-9" 3• L1 0.50 L1 0.10 L1 ----· ------- I I ___ 0 __ 1_2_" ----------•-+-1--f_6 0 9" .38 _!,. 5" 0 12" 26 0 9" 38 0 0 12" --1 •--. 80 0 g" I DESIGN ff 8. Yach ., ---- • ..--.. 0 ~~ I . -~ ::, Edge of Deck--____,/' ---------- GIRDER LAYOUT Scale: 1" = 20' - --------- f5 -- d I 12 --------- AS BUILT 0 NoChlng,a ■ Changed ,a Mal'lcld As-Bullt Date: - f Open; Utilities n(~ for; jp) 12 Edge of Sidewalk -·-@---------__ ----------- I ---------<'-o., ---. f Giraer A • ,~-.. Girder 8 " ,rder C f Girder H Sta ·14+8).90= /4-1-79 ± (PERFIELOME#:J/1:J /-ltJ8) Deck Drain D-1, Modified, See Sheets S-18 and S-19 • Tran -~vi.......,_---,---,------. 8verse D ~ a eek R . z _ -~!!e,!!_n ff z ~ tl: g 0 ..J V1 V1 V1 Cl w z w ::, V1 V, z £ Bent 2 L2 £ Bent 3 L3 •i Brga Abut u -. u z ... w V1 0 --,_ 111'-6" I I f 2'-9" Point of No-\ 1-3•-1 1/4" -2'-11 1/2" Movement \ . -3'-2 1/2" ------- ,_ 0.. 0 -LL >-LL I-0 -V1 ..J I -C ,_ w ::, I--< C u w 0 V, ..J -w > a:: w 0:: ..J 0.. -< -z 0:. -u <O V1 -w a:: C 0 ·-.. 0 :, L .. 8 u b ... 'f --r \ i-1 ' 9" T -• --------l ... "' ... -+-"'-+---+-~ ,::, ... ., ~ ~ g 3" ------- f 0.10 L2 0.50 L2 0.30 L2 . ------------------· ---· -·---- 194 0 3" 50 0 12" ..--.-- 3" 3" I ~ -I - ]:10 L~0.20 L3_ 0.40 L3 -··----·--··--. ---- 84 0 3" 18 0 24" ' "' .... .... .... ,,., -' .... .... .... 3" 0.40 L3 -----~ 35 "' <( '-C "' >o w z a:: ·-0 L 0.. + _ 47_ 0 9" --!--]B ,,µ_?4=+ 0 12" #5 --··-----------------• ' .. • ---j O 9 j + \l. Stirr~_Spacing, Girder A 0 12 97 o 6" ____ -+-__ 5o _o _1~_" ____ -+·o l4 SCL_o--'1-=2_" ---i 42 0 6" 0 _2_4_" ------i• Jr-•---'3C....::5'---=0'--'-'12=-"---+--=---*S_LJ--=_St_ir_r.....:up:.___S~p-=a_c_in.:!!.g:._, _G..::.ir--=de..:..:r..=s_B=---=-G ____ 97 o 6" ---+ ___ so o 12" __ ---!------___ o ~~:·. ____ -l~o o g 42 0 6" --~ 24_" --_ · 1 • 35 0 12" 15 ff Stirrup Spacing, Girder H a.ma M. ~ a LONGITUDINAL SECTION Scale: 1" -20' Horiz 1 " = 1 O" Vert NOTE: See Sheet S-12 for Prestressing Notes BRIDOE NO. QCM RELEASE JUL 1 8 '199; FOR CONSTRUCTlot{ Mohseni ~ TRANSPORTATION SSC-619 NEW FORD ROAD BRIDGE NO. 1 -0 ■ IT DETAILS M. Mohseni J. Gilmore __ ..,,_ QUAHTITIES ., ca ■= a: L. Dickson L. Fellows ORIGINAL SCALE IN INCHES 1 i,iii,,,i ________ __. _________________ 1..:::;.:.:::...L.~~~!!!----'-~~~~~~~---r -_ -_ ""-';_ --r-c_o.,R_Ri_D"ToR_AT"G-EN_c,.1E_s~T~c-"' ~c~oR~R~1oo_R_M_A __ "'_Aa..:E_R __ _,__p_os..:T :.wi_LE..,l_..,:G;:l,::R:,::D~E~R~L~A:_YOU T AND PRESTRESSIN G D ET AIL ... s .... -t CU 12332 DISREGARD PRINTS BEARING ~ QENE F"OSTER FIL£ 10· f: \s}'I\JJ2\dwgs\JJ22b9l,dw9 PLOT DATE. ♦/lJ/94 F"OR REDUCED PLANS 0 2 3 EA 102540 EARUEA REVISION OATES --. Brg Abut 1 1/16"x 16" Dia Recess For 1/B"x 16" Dia PTFE t Brg i Brg Abut 1 / It 2 1/2"x 2'-0"x 1"-10" • 0 I . .... • 0 I . 0.135"x 2'-6"x 2'-4" Polished Stainless Steel Sheet Bonded and Attached with Countersunk Cop Screws to Sliding Plate Sliding Plate Cap Screw Anchor Stud 1/8" Thick x 16" Dia _ -------1 • DIST COUNTY ROUTE POST MIL.£S SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 ESSI I:; i,i V. W. "1SUER ; ■ No. 19925 REOISTEltED Q'vll EHQINEtlt PLANS APPROVAL OAlE 41 . 9-30-9 It 1---------------\\ a"'L /;,--1 .. AIIIIIONtl -LIIUW1,, INCs r-----,---, ,__ Front Face Abut 1 • N 0 PTFE Disc Bonded to ,., _j , ✓ , ✓ , .,, .,, " ~~~..._..,...~...._~-l', ........ _u ... Disc Bed Plate , , , , , ... .,, / Two Venture, Sult• sso or c~\ -OQ[[lf I I I I I I I -+-1------1--- 1 I I / I I I I L------..J I PLAN -BEARING ASSEMBLY Scale: 3/4•=1'-o" See DETAIL 1 SECTION A-A NTS Drill Holes For 1/4"x 3/4" --..... £ Stainless Steel Countersunk / Flathead Cap Screws (Tot 20) t Brg I I -;- I I I 1· I• 5 Eq Sp I 0 5 1;4•±•2·-2• 2'-4" Brg Abut 1 1" • - Jt- fT LI.I II) • .... • ..,. I • N II -ti • ~ U') U') 0 • co I . N PLAN -POLISHED STAINLESS STEEL SHEET Scale: 1•-1•-o• I . .- 1," , 1" 1'-10" PLAN -DISC BED PLATE Scale: 1 "=1 '-0" Brg Abut 1 I • I") .,, / .,, / .,, 1"x 6"x 0'-6" Pod --------J_ ____ _ Masonry Plate DETAIL 1 NTS Ill a Ill t0 ., INln-. Callfomla 92718 ... u ., ... 0::: --Disc Bed le. Bonded to Ela1tomtrlc B1arlng Pad 3•x 2'-o"x 1'-10" Elostomeric Bearing Pod (Steel Reinforced) Bonded to Masonry Plate 1 '-2" 1" 3 0 4•= 1'-0" a T"'" 0 0 0 Released for Construction . . . 1 " 0 f 1"x 2'-0"x 1'-10"----+--• Ol .... 0 a, V) 1 /4" Dia-20"x 3/4" St alnless Steel ountersunk DESIGN I £ Brg1--1- 3" 8" B" 3" 1'-1 O" • Ol • I") . .... 0 :::, I .a . ~ N 1 a, ..J 1/2"x 6" Anchor Studs (Total 4) PLAN -MASONRY PLATE ft 1"x 2'-6"x 2'-4" ~ Brg--- 1/2"x 6" Anchor---... Studs (Total 9) Scale: 1"=1'-0" I I I I I I 3" 11'-0" I 10" I . . -. 2'-4" Brg Abut 1 3" l n • 0 I . .... l 0 I • .... • 1"1 l t0 I . N PLAN -SLIDING PLATE Scale: 1•=1'-0" E CJI C, ... .c a. 0 ·-0 ,, C w ~ a, ..J PLAN 3"= 1'-0" l 0 .... • c:o II ~ t v 0 0 l-N 0 0 0 0 I T"'" PLAN -UPPER fl 1 /B"x 6" Dia ---- PTFE Disk 3"= 1·-0· 7" J 1/2" J 1/2" C Fl atheod Cop s crews -JJ If. 1"x 10"x 1'-2" SECTION D-D ELASTOMERIC TEST BEARING PLAN -LOWER R. 3"= 1'-0" AS BUILT ■ N0ChIng11 □ ChIn91d 11 Mlrkld A1-Bullt Dato: It 1"x 10"x 1•-2---.... Stainless Steel Sheet 0.135"x 10"x 1'-2", Bond to 1 • Plate If. 1 ·x 7"x o·-7• ----1 /B"x 6" Dia PTFE Disk, Bond to 1 • Plate SECTION E-E PTFE TEST BEARING QCM RELEASE HAY Ola FOR CONST.ftlJCn(W J"= 1'-0" .., B. Yach --" " h I BRIDGE HO • M. MO sen NEW FORD ROAD BRIDGE NO. 1 DETAILS J. Kratochvil M M GENE FOSTER .., --••. ••ohsen,· ~ TRANSPORTATION 55C-619 ----+--------+-------------CORRIDOR AGENCIES POST MILE TF /E ST MER C B RI GS __ .. ,. QUANTITIES .., L. Dickson --L. Fellows TCA CORRICOR MANAGER P E LA O I EA N ,..iiocii,i,... _________ ..._ ___________________ .L----J...-.;;...;;;.;.:.;.;.;:.;,.;.;... __ .J..._OR_IGI_N,;;,,Al. __ SC;;.,Al£~1N..:.I_NCH-ES..L....,._..,..._,..._,._.,,___,-..,..._1-!-cu~-12~3~3~2--------1-o-,s-RE_G_AR_D_P..JRL.IN_TS_B_E_AR-IN_G __ .,..._ l"ILE 10: t: ,.,, \332\dwga\332bgpd.dwg PLOT DATE: 4/15/14 FOR REDUCED PLANS o 1 2 3 EA 102540 EARLIER REIIISION DATES -• 1----r--.--t-..--Face of Barrier 1;2• 0 s• max ctrs 0 3/a• , open holes o 1a• 1 /16" .. PLAN Place anchor bolts for Cover t on approchlng traffic end • Face of Barrier -r-..iL-..J....--1.. ____ _. SKEW~ 20· ® ---JI:!. 2 1/2" DIST. COUNTY ROUlE POST MILES TOTAL PRo.lCT SHEET TOTAL NO. Released for Construction 12 ORA 73 . . Dote. ANCHOR STUD Normal to joint 5/8"91 A-325 bolts, 1 3/4" 1/4" Beve+----..L reach. Torque to 4" 150 ft. lbs. 1 1 /2" 1 1 /2" Bar 4x3/4~" -~~~~J REGISTERED ENGINEER -CIVIL ~ ~ V. w. WISME I PLANS APPROVAL DAlE Exact width to be determined by the Engineer Recessed hole-T J/4•, Hole In bar & Angles Typ. Iii! 11o. 19925 11-30-11 AS BUILT 0 NoChangea • Changed II Mlrllld AI-Bullt Date: bolts extended 1 /2" min and coat with bond breaker. After concrete BOLT & PLATE LAYOUT ® 1.21 has cured. remove Installation bolts, Install A-325 bolts and sheet neoprene. sNr-Nr-----1__ Covert 3/8x8 1/2x18 ___ ..___ __ Bend to match face ~ 8" of Barrier SECTION D-D 2" VIEW 8-8 K'AISEO MEOIAIVCi/RB 1 O" Cover It 3/16"x13" wide sheet neoprene ~ I I I I I I LS!2J ( PER Fl £LO MEMO NO. 2-408) THE MEDIAN SLIDER PLATE ENOS l.'5".r FRtJM TtJPOFCf/RB FACE Face of Barrier , o" VIEW C-C Cover It--... • <o See "Plan Bolt SKEW > 20· I clear 7 ;e•xs• anchor studs O 9" ± ( typ.) Bend to clear paving I notch or when required I 1 at closure pour . ...:__ ____ _.j..--- 1 Paving notch or I I Closure Pour u~: I "'"' ~ I I / / / / / I I I Cover It -Bar 6x3/8x18 : \ L_I I '-__ _J Cover It 3/16"x13" wide sheet neoprene 1/16" Gap 4t <o SECTION E-E Initial Pour Limit---- Match slope of Barrier or Curb face ___ __.., 1/16" Gap -Bar 4x3/4• 1/1e• Gap Cover It See "Plan Bolt & Plate Layout C\/ & Plate Layout• ,,___ ______ ....._ R= 3/ Bar 4x3/4 Ji?INT ASSEMBLY #EEO NOT 7i1/RN UP@ /IIG/-1 SIDE OF L 4x3x1/2 __J) Stop on high side A of deck 1fc?AOWAY. HIGH SIDE BARRIER DETAIL NO SCALE ~~~~~~~~~:[:--Tight fit 1/4" 1/4" I (§,;.~ 6" J 3/16"x13" wide sheet neoprene ---- LOW SIDE BARRIER DETAIL (See Note •e•) I _j / ==f:====:!J I ~ 6" J SIDEWALK DETAIL Tight fit 1/4" 1/4" 7 /8lx12" anchor studs O 911± I t.---Closure Pour Limits I ...___-+--+--Tack weld nut to angle at 2 locations. _r:..:.:--t~~-~-7 /8"xs· anchor studs 1 0 9"± (S"long _ "-in overhang) I ""'-3/16"x13" wide sheet neoprdne I ,,----4----Match existing joint width for closure pour 14---tr--~ I f. "a" ~ SECTION A-A Notes Expanded polystyrene Joint Information Mo\WTl91'1t Location Ratln9 , .. 11,· Abut 1 4" Abut 4 2 1/2" Skew I I 20° 20° Note Stagger anchor studs O 4 1;2•± on centers thus: ~ g•I ~., •• ~ 41 'i 9"± "a" Dimensions Winter Summer Sprinff ck Fa 2" 1" 1 1/2" 1 1 /2" 3/4" 1" Full penetration butt welds may be substituted for fillet welds on all anchor studs. Alternate types of anchor studs may be permitted subject to the approval by the Engineer. Joint seal assembly to be used in conjunction with closure pour. (See other sheets for limits). Closure pour shall not be placed untill final deck surface is within the tolerance specified. Joint seal assembly to be fabricated in 14' max lengths. use joint at crown of roadway, at any change in transverse slope in deck and changes in horizontal direction. Place other joints at or near lane lines. All metal parts to be galvanized after fabrication. Sheel neoprene shall be fabricated in one continuous piece or Jolnti shall be vulcanized. Noeprene shall be fabricated to bend around corners. 1 holes in neoprene sheets shall be drilled or punched so that the neoprene is not distorted at the time of installation. Note "A" Insert assembly or expansion anchorage for 5/8"x1 3/4" A-325 bolt. Note "8" Use the Sidewalk Detail at all sidewalk joints. Use the Barrier Detail at both sides if the roadway is crowned or if the difference in elevation between the ends of the seal is 0.5' or less. OCM RFiJ4K ~roa• roRed FIL£ NO. DIIAaNG OAlt xs· 12-ss DESIGN IY APN\.J.11705 1111B IY 4/90 r~=M~U~~•-w_.F_-~~~O~D~"-~OmlD--H_._H~~~R-~~ww SUMTIED BY C. W. PURKISS STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION DIVISION OF STRUCTIJRES STUCTURE DESIGN SSC-619 NEW FORD ROAD BRIDGE NO. 1 POST Mil£ ■ -1147A (CMD 1/11) FILE 10 t \1,,\JJ2\dw91\JJ2b)ta.dwg PLOT DA 4~3 94 ORIGINAL SCALE IN INCHES FOR REDUCED Pl.ANS 0 1 2 l cu EA 12332 102540 DISREGARD PRINlS BEARING EARUER R£\'ISION DA 1ES rtl S-15 S-20 Typlcal Jt. Face of Curb 2 Anchors on ends of •och assembly. Bar anchors O 9 max. or anchor studa O 4 1 /2 max. Appr~ Sidewalk, Ande See Roadway Plans 4" Studs O 6 Staggered Bar anchors O 12 max. 3" ~ Face of roil • Face of Barrier Ii ~------------------[7 --rr--·-on ---no---r;-0 • n --on --·n·o .. . .. . .. u .. u .. .. u - Bar anchors O 9 I max. ~ or anchor studs O 4 1 /2 max. PART PLAN EXPANSION ARMOR NORMAL TO GIRDER Scale: 1/2"=1'-0" .._ 1 /2" 3" ,..::.... I 2 0 Anchors on ends f each assembly 7 /16"x1" slotted holes in -- bar on one side of joint. 7 /16"1 holes 0 0 in bar --r-t'. Opening in deck ----- PLAN DIST. COUNTY RWTE 12 ORA 73 • v~~UI~--- POST MILES TOTAL PRN:CT REGISTERED ENGINEER -CIVIL PLANS APPROVAL DATE Bar 1 3/4 x 1/4 ,c 1'-0" Galvanizing SHEET TOTAL NO. SHEE1S ESS/ !, 'MSM not required r---;;-:-:;-:-:::-:~-:--~-------. Rel~ose~ for Construction n--~ Typ. joint Joint Seal A11embly Face of Curb (at Top) Face of Barrier-...... J/8" x 1 • Cap screws and washer. Drill and top e,. Remove screws and lf's ofter concrete has set. Galvanizing d-,J,t1 Dote . In Roadway Not Shown Bar Anchor v"J or 2 Stud Anchor Bar Anchors vJ at 12" Max or Stud Anchors at 6 Max ---1---~----i.,\-l--._.:;,__-Staggered1-----------\in::lr-" 2 Bar Anchors or 2 Stud Anchors ---------------- 3" Bar Anchor or Stud Anchor at 12" Max Bar Anchor or Stud Anchor at 12" Max ....,.. Bar Anchor vJ or 2 Stud Anchors 1 / 4" Cap Screw and 3" e. Wosher at 18" Max NOTE: Face of Barrier -"" Bar anchors O 9 max. or anchor studs O 4 1 2 max 2 Anchors on ends of each assembly. not required. SECTION TYPICAL JOINT DETAILS Scale: 1 1/2"•1'-0" AS BUILT ■ NoChangn □ Changed II Marked A1-Bullt C'ato: ==-,..._ ___ ,.,,.._,,.....,,,.. ... ---t"- 1 l 4 • Cop screw and J" rt Wosher O 18" ctrs. The Type •a• expansion armor for the sidewalk section has been modified from the details shown on the PART PLAN EXPANSION ARMOR SKEWED TO GIRDER@ 3/8" Cap screw and 3" e Washer O 2•-0• ctrs. 2" r> hole in top Ft . Drill and tap angle. Remove screws after concrete hos set. ---... L 9 x 4 x 1/2 J/8"f Open holes O 18 , / Bevel corners 1 /8" 2 f hole In top ft . Or111 and tap bottom f. Remove screws after concrete has set. ---- 2" Top of Sidewalk or Median standard drawing. The Type "8" Expansion Armor for the Median Section Is Similar to Sidewalk Section Shown. Grind comers to 1 ;2• radius ~-T "A" ~e • "It ir ,---a I . ~ i-r lf -,-lr,. 7-r lf -u-ir • . , • Stud 7 /8 x 1•-4• o 9 Stud 7 /8 x 1°-8• o 9 tuda 7/8 x 1•-2• O 9 .c:;._it-+-+---_J 1'-0" ,... "I 7r u . • TYPICAL SECTIONS Scale: 1;2•=1'-0" Studs s;a· x 1 • -o· 0 12 max Scale: 1/2"=1'-0" Type "A" 1r1r71-r7r,-ir7r1-rr7l Top of Sidewalk or Median Top of Deck J/8"f Open holes O 18--- (LBar 1 x 2 4: 1 W2 1 2" 2 3/B"f Open holes O 18-,----1.... Checkered f. J/8 x 12 r-r, 7"'.; 1F==;~~ffi,.~@ J 16 3 W2 Abutment Bar 3/8x2 (Checkered) Bars 1 x1 / 4x1 • -0" 0 12 Top of Deck J/8"f Holes O 18 ----'Mars 1x1/2x1'-6" 0 18 Backwall L 9x4x1/2 TYPE A --Bar 5/a·, or 7 /8"f ANCHOR STUD Note: W2 = 1" at maximum temperature normal to joint. Exact width to be determined by the Engineer. DETAIL WITH BAR ANCHORS ® Scale: 1 1;2•=1'-0" TYPE B Full penetration butt welds may be substituted for the fillet welds on all anchor studs. Expansion armor assembly to be galvanized after fabrication except as noted. Expansion armor assembly to be fabricated in 14' max. lengths. Abutmen~t~-~===~--1 Backwall Studs 5/.8 x 4" 0 12 max. Note: Alternate t>,:>es of anchor studs may be permitted ·subject to the approval of the Engineer. Use joint at crown of roadway, at any change In transverse slope of deck and at edge of lane. Quantities shown ore for design purpose only. QCM RELEASf; MAY 03 •. TYPE A TYPE B DETAIL WITH ANCHOR STUDS @ Scale: 1 1;2•-1•-o• For details not shown, see •oetoil With Bar Anchors" UNIT TYPE A B ASSEMBLY WT LBS/LF Bar Anchor Stud Anchor 91 102 45 45 t-OR co,,s.111 ■a.l( NOTE: The Details Denoted Thus, @ , Have Been Modified as Shown From the Details Shown on the Standard Drawings. STATE OF NEW FORD ROAD BRIDGE NO. 1 FILE NO. XS-16-57 DESIGN rr DIVlSION OF STRUCTURES 55C-619 1---------------------------1 ~--12;77 DETALS " w.r. SVOBODA ,.. H. HERR -.. ,. a CALIFORNIA STUCTURE DESIGN POST wu EXPANSION JOINT ARMOR DETAIL ,_ _____ .,__MII_TIED_IY_~C.:.;,;,W.:...:PU;..:;.:R:.:.:l<IN~S::.._. ______ .J.. __________ L-_________________ ~D.:;:.EP_;,A,;.;.R~TM.;.:.;E;:;_N;.;..T_O;,;.F_TR~A::..;,N~SP.,.:OR:;_;__TA...,..TI_;__:O_N+------------~------l...------,...l:.::.MA:..::X~IM;:.:U::.:.:M~MOVEMENT RA TING • 4• ~!!Jiii:sii=::::=:=::oHIT!ii:::t::Jrs:::J cu 12332 ORIGINAi. SCAI..£ IN INCHES FOR REDUCED PLANS 0 1 2 3 EA 102540 DISREGARD PRINTS BEARING EARUER REIIISION DA lES S-16 S-20 .----Note; Top of FI I I wrnowo11 GeocOfl"C)oslte Drain Typ Noto A: Provide Unslotted Pipes rn Pipe Benda and at Pipe Junctrona. Benda and Junctions In the 3N Plcstlc Pipe Sha I I Have a 30• Radius. Straight Portions of 3• Plastlc Pipes In Back of Abutments ond Wingwol la Shol I Be Slotted. 3" Plostlc Pipe Extensions Beyond Wlngwal la Shall Be Unslotted. 3" Plosttc Pipe <See Note A> Typ Top of FI I 1--... Note: For Extension of the 3" Plostlc Pipe cunslotted> Beyond the wrnowo11. See the Rood Plans. { Bearings Abutment 1 Bock Face of Abutment WO I I i New Ford Rood Wingwol I For Extension of the 3" Plastic Pipe cunslotted> Beyond the Wlngwol I, See the Rood Plans. PLAN NO SCALE Note: Detolls Shown ot Abutment 1. Detolls at Abutment 4 Ara Similar. l'LOT DATE, 15-Al'R-199-4 09,56 PEN TABLE, •Jhl,pen Bock Face of Abutment Wal I DESIGlil •• --v. Wismer M. Mohaanl DETAILS .. Wingwall Construction Joint CBarrier & Sidewalk Not Shown> Geocorrposite Drain 3" Plastic Pipe <See Note A>-- SEC·T I ON A-A NO SCALE Bock Face of Wingwoll ,,.--Geocorrpos I te Oro In Treated Permeable Bose Bottom of Wingwol I 3• Plostlc Pipe <slotted> DIST COUIIITY ROUTE POST WILES SHEET TOTAL TOTAL PROJECT 1110, SHEETS 12 ORA 73 I • REGISTERED CIVIL ENGINEER PLAIIIS APPROVAL DATE IIIAll ■aN■ a. L■UW1 INC: Two Ven+Lr•• Suite 550 Irvine, Collfornlo 92718 Releaaed for Construction . . rl>/4y Dote. ,.,,--Geocorrpos i te Dra In I. 1 ·-0 ... I • ? :..------FIiter fabric Drainage Pod CMtnor Concrete> F I I ter F Obi"' i C Treated Permeable Bose SECT I ON C-C ____ _,3 • P I ast I c PI pe <slotted> ,,.--Top of -'---I----...Q"-i.., __ ~---..:::=:i abutment 1 4 .. foot r no 1 '-o· SECTION 8-8 NO SCALE AS BUILT • NoChangu a Changed II Maracl A•Bullt Datt: • NO SCALE QCM ltlllAI( HAY 03111 J:~OON1t111--..a 6" Dia. Steel Pipe I I I I l-,-~C Bearings r Abutment 4 Sleeve Connection-- (; .................. 1----------iJr_ ... .,_-,;m..,_.,_.,_.,,, -----4 /,,,,,...--:amsa••••s.•• ---------~,,.e&•-&-.-.:&-s I I J------J'-1-----"----+---------i I Expansion Coupling, 1 See Detail Th is / S-Roadway Sheet 1 I I -.--++--+,-Expansion I Deck Drain D-1/ Modified~ / I I I I I I I I I PLAN DECK DRAIN LOCATION Scale: 1 /2" • 1 '-0" 5/8" threaded bolt Device Not Shown ._,..__Abutment Backwall Curb Line .:,t. 3 ,, V) NOTE: For details not shown~ see Sheet S-13 and ® r Drain Pipe, See Road Plan For Extension Top of Deck 6" Dia Steel Pipe L 2x2x3/16 Sleeve body thickness and length 0.238"x16" 6'" Dia. x 0.138" golv. steel pipe 1/4 1/4 NOTES: All hardware to be galvanized. For "a" dimension see Sheet S-15 Gasket I- ,, a" r- 1 I I I I I I I I I I l_ J'-o" and~. EXPANSION COUPLING No Scale .... DESIGN Wt W. Zapfel aca11111 .., CIHICIIB DIST COUNTY ROUTE POST MILES SHf:ET TOTAL TOTAL PROJECT NO. SHf:ETS <&. Abutment Bearings 12 ORA 73 I 5' -0" ------j / REGtSTERED CIVIL ENGINEER ~oFESS1~ ~ ~ /1 V. W. v.tSMER '111 llli! No. 19925 I\; PLANS APPROVAL DATE • [J1p. 9-30-97 lf- Cop End with 1/4" Steel Plate, Tack Welded and Sealed Watertight -- 32" Diameter Opening Through Abutment End Diaphragm --~'--' ' \ 1 '-0" Typical l'A'99CINII -L■uw1 INC. .,.~If a-.,L 'tft~/1--t Two Venture. Suite 550 Of c~'~ lrvlne, California 92718 24" Diameter x 0.250"-- Thick Welded Steel Pipe, coated and wrapped with PVC Tape Curb Line \ I I 11 11 I I I I I 11 I I Abutment Thimble may be Cast-In-Place after tightly wrapping with two wraps of 15# Building Paper, or seal per@@ 7-10 7-10 U-2 U-3 STEEL CASING PIPE FOR FUTURE UTILITIES 1/2" = 1'-0" Note: Seal utilities at abutments with concrete or mortar after tightly wrapping utility with two layers of 15# building paper. If structure Is prestressed, seal to be placed after stressing Is completed. Released for Construction Date . Typ All Sides 1 '-6" Top of Sidewalk AS BUILT a NoChang11 Seal by Caulking M. Mohseni Deck Drain D-1, Modified Add 2-#5-.--._ Each Side Of Opening Typ. Top & Bottom NOTES: For Details Not Shown See ~. South Curb Drain Details -Shown. North Curb Drain Details -Similar. Cl Changed•• Marktd A•Bullt Date: ==tt===~=--y ~~ 6 :11 Sid•• ~/<t. Bearings Abutment 4 SECTION A-A Scale: 1 /2" = 1 '-0" Top of Deck Expansion Coupling See Detail This Sheet 5'-o" 8" Dia. Steel Pipe Expansion Device--------.__ Not Shown ''-.... 9" Diameter Formed Hole SECTION 8-8 Scale: 1 /2" = 1 '-o• Roadway ,----.---~--- -Drain Pipe, See Road Plans For Extension /15 0 Total 7 QCM RELIAK MAY os• FOR 00NIT&UCII.CW BRIDGE NO. ~ TRANSPORTATION 55C-619 NEW FORD ROAD BRIDGE NO. 1 ~ GENE FOSTER p T ILE r-------------..... ----------------.....l~~~..J...-..:...:.;.;;;;.;;.;;~--L.--=:...;..~;;;,;,.---1 __ -:_-.., .... :_-..,..c_o~RR_l_oo ... R_A·G-E-NC ... I-ES-1-.. TC_A_c_o_RR-ID_O_R _M_AN_A_G_ER ___ ,L... 0 _s_M _J.. ____ ...;D:.;E:.:CK DRAINAGE DET Al LS - 1 cu 12JJ2 EA 102540 -· gq DETAILS J. Kratochvil M. Mohseni Wt L. Dickson -L. Fellows -_.,.. QUANTITif:S ORIGINAL SCALE IN INCHES DISREGARD PRINTS BEARING FILE ID: f: \•'1\JJ2\dwga\332bmd dwg F'LOT DATE: 4/22/14 FOR REOUCf:D PLANS 0 1 2 3 EARLIER REVISION DATES --S-18 S-20 DIST COUtlTY IIOUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 ORA 73 1 • M • 'f Leck bar ... -, YP• /2 ~.y • N i • --f • ■ ~ • ... ~ in REGISTERED CIVIL ENGINEER !'.:: -l:P V. W, WIS ; "°' 19925 • 9-30-97 PLAtlS APPIIOVAL DATI ,.,._...._ ___ __ 1----------------'\.\ ~ ,,,. )( ,,,. )( 1 " L L ~ L 2112" X 2" X 11.i• X 2'-8" Bar ◄1 ,2• x ''.i11 x 1 '-6 • Bar 2 11 x ''"'° x 2' -8 11 -■ f t' rNt,_......-Bar ¾" x , '-f5,.,." w-.n■art ■ -L■UW1 -■ Two Venture, Suite 550 lrvlne, California 92718 LOCK BAR SCALE: 6 • • 1 '-0 • 2-8 ''"" bol ta • 8 • ctra, field drl I led-~ • C -e Bo I t or we Id at contractors option • C ·-e • - tTyplcal all ◄ aides> DETAIL R SCALE: 6" • 1'-0" Sldewalk ELEVATION OF SCALE I 112" • 1 '-0 • .. I .. Nlllllff ·-· .. ,. FLE Ill -,, '-lh \532 'aw;■ \532bdd,d;n "LDT DAT[I 1'1-APll-1114 14124 PEN iABLE1 •Jhl,pen Ful I penotrotl ✓ butt weld-- ■ I/ I N 2 II 6''"11 8 II a· 6''.i" 2" FRAME SCALE I , II - , , -o II ¾• bent threaded rod with 1 hex nut & 1 1,4• 0,0, washer. Tackweld nut to rod, -'" Blank bolt 112" x 12", tot. 10 ltyp. l • • ... ~ ... '" ¾11 Bar Released for Construction . typ.>--H,-1 • tt#>A 3' /,/4 GRATE (BICYCLE PROOF) SECTION S t Engineer Date . SCALE: 6" • 1'-0" SCALE: 1" = 1'-0" Sleeve Inside diameter no greater than p I pe outs I de d I ometer + 1,16 " 6 II NOTES: 1. Al I pipes to be 6" dla, x 0,135" welded steel pipe, Bor 1 1,2" X !-• X 1 , _.,. 5,J' Bar 2 11-411 x 112" x 1 '-◄ 112" ~, "' ~ 1 • D,D, spring "13 w A M gage stainless ~~.--=-.~,-,;-;,.-r-------...--- 2" ml n. r 2, Fittings & bends shal I hove o min. wol I thickness of ,,,•. 3. Al I Jolnta or connectors to be butt welded er connected ateel, 2" free I ength, Spr Ing constant of "" by a steel pipe sleeve & to be smooth throughout Inside of pipe except os noted, 2 ◄ Iba/ In. Spring to hove flat ground ends,_~ 4, Al I bends to be on a 1'-6" min, radius measured along t pipe, Curb Line f--:Double Grates .. __ _ Top of Deck See Modified Type 01 Deck Drain Inlet, Detail T ,,, See 'Lock Bar' detal I ~ 1 I • N 15" Blank bolt 1,2" x 12" L 2 l,2" X 2" X l,-4" X 2'-8" Apply adhesive sealant on pipe periphery 5, A 11 bends to be smooth. . &. Galvanlze deck drain osserrbly after fabrication, 7, Al I pipes to be on a mlnlll\.lm of 2"J. slope, e. For details not shown s11 C''). 'rll----~ to seol Joint, Secure each end of sleeve to pipe 9, For Deck Drainage Layout see "Girder Layout" sheet, 10. 2 Grates are reQulred for eoch deck drain, Bar 2" x 1,4'°' x 2' -8 • DETAIL Q SCALE: 6" • 1'-0" Sldewalk I I /.,, I ' __ Se_e~D""'e~t...;o_l_l __ R~/ 1" C Ir, to frame from face of curb w I th 3 -u1 0-2◄ x 1,2" se If tapp I no hex heod screws -.J 9 II SLEEVE CONNECTION SCALE: 3" • 1'-0" Top of Deck AS BUILT Q NoChangel ■ Clllnged u Ila Md Aa-Bullt Date: ~, .,,---S I cpe to dra In --- 1 I -& II Seal by caulklno ( typ I ca I I -~ (PER FM NO. 1-373) ( OPTltJN TO USE 8"P//C IN LIEU • OF STEEL PIP£ OUTS/OE BR/OGE. Doub I e Grates ~-~- 22 _:::._z::_ 22 _:::. __ 2:l.2_ ::::.Z:::7Z::;z:z:~.~ .. ~.~,5E2f, ~~~b::::.z:::iz::;12:2~":7q., I --------.. ~ ~_;__ I , ' , ---L.. , ,._ +-I I ----,-_ ----' r I ----... I I ---.. • L s • / 1 '-a· N +I ■ Cj) - I . -Slope to drain~ 1,2• typ. I 1'-a" / I I \ -----------,------ 1 , _.. I H .. '1 . I I J /~See Det011 a o. 135 • sheet metal DECK DRAIN LOCATION 2' -8 51-4" 1'yp, ., QCt.f RELEASE HAroi• ~ CONIUlUCtlQr( DESIGN •• B. •• DETAILS J. QUANTITIES .. L, 6" Dia Steel Pipe TYPE D-1 MODIFIED DETAIL T NO SCALE Yach CICCIIID M, Mohseni --• M • G 11 more Mohseni CICCIID L. ~ TRANSPORTATION .....=--------i------------t ~ CORRDOR AGENCES Dickson Fel I ows OIIICINAL SCALE IN INCHES FOIi REDUCED PLANS O 1 2 OENE F'OSTER TCA CORRIDOR MANAGER cu 12332 EA 1025"10 55C-619 POST MILE DISREGARD PRINTS BEARING EARLIER REVISICII DATES-• SECTION u-u NO SCALE NEW FORD ROAD BRIDGE NO. 1 DECK DRAINAGE DETAILS-2 LYI H ET rJF S-19 S-20 ------------------------------------------------------r--~:,::;---------------------------------1 I Pl.OT DAIi: •-22-14 (NE-ISSUE) I DIST COUNTY ROUTE POST MILES SHEET TOTAL I TOTAL PROJECT NO. SHEe:TS I ! BENT 3 ABUTMENT 4 1 2 ORA 7 3 I= BENT 2 / / r---'------'------'-------..1.....-__., __ -I 1 1 ~ I 1 1 11 @ 833206 I ! ABUTMENT 1 / ,J ,~ 15 I •-·---1• ii i / 12 I REGISTERED PRO SS:ONA1. CE 21-10 r,,,,,J-J f-.9. 16 I 0 8{ w i! / 833201" / I Ii ·I 8 ~ ID I I ® I I --17 PLANS APPROVAL DATE : 1tn i . • i 1 ® 833203 I I hltl ' rof'.O f'.Ol'-0 ~ I 833204 I Released for Construotlon M & T AGRA, Inc. Ceotechnlca/ and £nvironm11nta/ Services f 290 North Hancock StretJt Anal1111'm, Ca : i t-1EW AS BUILT ■ NoChanges □ Changed as Marked As-Built L':ite: NOTES: 1.) ELEVATION AND LOCATION BASED ON SURVEY 8Y GREIN!,-& ASSOCIATES : I I ~ I I I I I I I I I I I I I I I } 1 I I I I i 1 f i 1 J Ii ©G I G)(ID(E)~(3) I I I I ~!IIA ~lli!Jl i .. ®(!)~ .., ®®~(1)$@ I I I I I I I I I I I I I I I I I I I i f ] • 0 -I I o. JJ ; ij s I I 0 Iii ~ JJ I s ! J j I I A i N .. • ., 5151 -I I I I ~! l 0 .. • • f 1 l ~ I I j JI 0 a:: PLAN SCALE : 1" == 50' ---- Dote. Cl 0:: 2.) BORINGS LOGGED 8Y GAff'( BUTLER, STAFF GEOLOGIST 3.) BENCHMARK: MSL ELEV. 200.173, TOP OF' CONCRETE POSTS, 0.2 MILE NORTHE'AST ALONG THE BONITA CANYON ROAD F'ROM THE INTERSECTION OF COYOTE CANYON ROAD, 75 FEET SOUTHEAST OF THE CENTERLINE OF BONITA CANYON ROAD. 0 ELEVATION a:: o -v' , ELEVATION 170 -------~ e ------------------------------+------------+--------------------------------~ ------~~~-..:;~;x_'-"" _________ 170 +~ 0~ ~ 0 "II.I" Yo. ,. ,,. :; 833201 + 0 '·" < I,() L___ '• ,, ~ .. -'.:J .,','" ELEV. 159.7 Ill in 2•• B • 8 3206 --------- ~...1...-{; L,.,_ ..... ,.,, C0LLUVIUM SM : Moderate brown fine ~ ~t~-. 160 160- 150 130-- 120 110-- 100 90 80 70 60 SILJY ~NO with m,nor CLAY, roots ELEV. 154.2 4,'}ff" on voi 9 --;=~~~ r----1 2~ B COLLUVIUM: (SC) Dork brown medium BEDROCK (NIGUEL FOR~ATION)· Dork CLAYEY SANO yellow-brown mIcoceous fine to ffi,piip~i!'f &-m:;::;;;,:;::;-MARINE TERRACE DEPOSITS: (SM) Dark -1 50 ~--='-coarse SILTY SANDSTONE yellow orange fine to medium SILTY SAND .,,,,-'»?',, BEDROCK (TOPANGA FORMATION): Dusky BEDROCK (MONTEREY FORMATION): Olive r.A' } yellow CLAYEY SILTSTONE grey CLAYSTONE and SILTSTONE ~ ... color. ~henge to gray-brown, unoxId1zed /. .,.light gray medium SIL1Y SANDSTONE, grodotionol !%:mm~;J;:nrncr"im-□~"iD--contacts PROFILE HORIZONTAL SCALE : 1" = 50' VERTICAL SCALE : 1" = 1 O' DRAWN BY JOE MAGLIATO 5-25-93 G. BUTLER ----------·------1-------------1 FIELD INVESTIGATOR CHECKED BY D. DAHNCKE JUNE 1, 1993 .. siliceous SANDSTONE, difficult drilling ~ TRANSPORTATION COIIRDOR AGENCIES ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 , 2 .3 ·' Moderate reddish-brown siliceous coarse ----SANDY VOLCANIC AGGLOMERATE with -1 40 ondestitic ? end bosoltic closts Medium grey matrix supported TUFF BRECCIA ____ with basaltic and andesitic ? closts _ 1 30 to 2-inches .. moderate seepage ... m,nor seepage 5-27-93 CENE FOSTER TCA CORRIDOR w.NACER cu EA JOB No. 192-2.34 QCM ltELUSl MAY as• PLATE I 90 70 60 NEW FORD ROAD -BRIDGE No. 1 POST MILE ------·-------------LOG OF TEST BORINGS DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY EARLIER REVISION DATES ---s-20 s-2O 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