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HomeMy WebLinkAboutR_6005_S-2.29% Sta 110+05.00 BVC Elev 97.89 750\ vc 1 Sta 117+55.00 EVC Elev 100.33 +2.94% ' " -•-, "Q ~! l'-"j i'~ < r -, ,., , ., ,, . ·~ , ,,1 , ~ ~ • .,, l ~ ,,i ~ ~ , 11' ,::i ~ 1 ,,~ _p•cre,:', t ~:-~:--;:-;~ I A.0': Bl!I ~.:l l 0 ' ~ ..;.c~-,~,~,-~w,,,·,,1 -;-~"~''"-"['' 1···"1'""" ,.~,,,,~ ........... ,, ii ~ ,, ''!fi L. •"'.i" .J 11-,J ,, " ,~ ' ,_,' ' Jc-·,·<>' , ''~ .----,_.,,.... ~ ,_ ,, ,,,,'~,-,,'_ 1.··:'~\~ ;.~•,t,. •t-r'b ''1;]1\;'rf;f ~ UTILITY 6"0 Future SCG Gas Lines in 12" ID x.25" Steel Cosing (3226) Future Utility LOCATION 33' -0" (LT) 50'-9" (LT) DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 21.96/23.64 RotP of chori e = +0.6973% per Sta. r, [~>,<..,..;. I"•• 'i ,'" ! ~ __ --~ ( 71_ "-,,i,,..~r,,1t'i"r i 2-5"0 Opening 43'-9" (RT) Sidewalk (Rt Lt) ~ civii. ENGINEER rrss, ~ONO M. FARS & 5/'!> 15 f>.00 \NPifE!t ~O ~ 11/28/94 ADD TUBULAR HAND RAILING 8/23/94 CHANGE BENT 2 TIP ELEV 8/17 /94 ORIGINAL ISSUE a-rri-~--+--------------IBB DA TE DESCRIPTION RELEASED FOR CONSTRUCTION I/. 11-11/ Approx OG along ~ Bison Ave Datum Elev 30.00 DATE 115 Pile Dato -Class 1 OOC Piles 116 (Mod) Location Design Loading (Service Load) Specified Tip Elevation 4.00 11 ·~+-~z:'_ . .,.~~tf'~. •. "''-I-~,j 71 ./ Da ,, I /,\~.S-~~,a.~S-'C~~ • i • t~---,-,. ii:>I h \if.\,.'"" t,i!ie.-n • ~ iff?-v1awed and rc1~t,Al :D CiB flir.tAJraJ:£i!y ue• ... cFded l b; the Ar,-Bullt p1an.:. E BISON AVENUE O.C. PROFILE GRADE No Scale 341'-4" measured olon i Bison Ave i---..:=r RE' 174'-4 " r-----~~~-:-::-=--~-----t-----__l~~~-=~lt:9~~~·L_.J.~ IC>'-7 ½ "(.45 ·Btl!LT) 1-6-'-~ Min Dalo Vert Cir ' '~;? G)@Fs II \\ 4 u \) Abut 1 117 Probable Oversized Predrill ing Tip Elevation Tip Elevation -1.00 55.00 Bent 2 118 ELEVATION 1" = 30' PCC 1134+89.12 @I @I / -\; :;(/ ~ II II _,., " u - Abut 3 NO TE All (As-Built) corrections are none ,n ITALICS with RED INK 119 120 / 1 '-0" Notes: far Future Utilities 2" Conduit for Traffic Signal Interconnect Inductive Loop 2" Conduit 1. For utility opening sizes, Sidewalk (Rt Sidewalk (Rt see "Abutment 3 Details No 1" sheet. 2. For preformed loop detector see "Electrical No saw cutting allowed on bridge. 64' -0" 8'-o" 8'-o" 12'-o" 13' -0" 11'-0" Profile Grode -2.0% .... and C 049040 "" and Lt) and Lt) PLANS APPROVAL DATE W. KOO & ASSOCIATES, Inc. 792 TO'M-1 ANO COUNTRY ROAD ORANGE • CA 92668 9-30-9 ~-----~:::==:::::::=---=::::::::=:::====-~~:::::::;:::==e::::::::::=:::::::--l -·. <v -'""¢ FIJTU~e IR.WD SEWeR I"&'-/&,"¢ rtJT{JRe :i-RWD ENC/15€D IN R4"¢ STccl CA5tNq 'o/ W.ATe~ Plans". 1---..: s· A ~ ,, -e. ,son ve (?ERFMlv'tJ. -55Z) I ,/,>.. (p "CONiJt/1 T FOR SCE TEt.ECtJIY/Alt/NICAT/OA/S 121 '-0" 'o/ ( REPLACE c-S''#f ,.CV7VRE a/CT WIT/I A~ ''Ob'CT) 11'-0" 4'-o" 11'-o" 13'-o" -2.0% 57'-o" 1 '-0" 12' -0" 8' -0" 8' -0" 7'-0" r I \;::!:i~~:;=~~~):====.!:::::==,=!.!=:n==:!...!::::=:;t:~ ~~~p=,:::!..:::::~#, (Typ) Util1 opening Abut 1 Abut 1 (north Bent 2 Abut 3 100 Ton WW) 100 Ton 100 Ton 100 Ton -l~ 55.00 S,-00 IC:i.00 ~ 11.90_;-- 4 . r:oo------- EC 1158+62.70 117+88 65 POC i Bison Avenue Cost-in-Ploce----- Prestressed Concrete Box Girder tility opening for 8"0 drain @ Bent 2 for 8"~ drain @ Bent 2 Toe of Fill -y---y--<,=--- Top of Fill Notes: 0 0 c:i .... + Q'.) 0 .... (..) . "') .... ,- . If) . • r--..,. ID "') --+--00 BB 116+3 Elev 97.25 Point "Bison Avenue Overcrossing" Point " Br No. 55-761" 1,& u\' -1'\ ,, lg Metal Beam Guard Roiling See "Rood Plans" Cone slope paving 10 Q, ¾" deep x 1 O" wide beveled recess Structure Approach Slab Concrete Barrier Type 26 (Modified) Chain Link Roiling Type 7 (Modified) Double Deck Drain, Type D-1 (Modified) DESIGN •• K. . 116+90.97 POC i Bison Avenue -434+ 76.88 POT Romp MB-4 l. Route 73 SB EC 1135+17.14 /~ Top/ of Fill ":":' w.~ N ~~- 'CJ DECK A TVBULA~ HAND RAILIN~ (MODIFIED .,,. . ..,. lr 1 Z+37.33 PO J? :ii. Bison Avenue • ' ' =1134+54.83 POC (\\ SB$. Rte 73 '-·1 .,> 64.47 PLAN Paint of min vertical clearance , .. = 30' Wong CHCCICED LOAO fACT<Yt 8. Veksler LIVE LOADING: DESIGN = 1134+18.28 POC Toe of Fill 7' -0" <t Route 73 , I I Top of \ Cut, ..-\ Toe of \ I Cut /. \ ~\ BC 1131+10.69 BC 1131+67.96 HS20-44 ANO ALTERNATIVE ANO PERMIT DESIGN LOAD \ 118+55.29 ,..,,,..,,_ i Bison )\ve·.._·, _,, =1133+84\24 POC NB$. Rte 73 <t Route NB BC 1131+33.37 E 119+73.65 Elev 106. 76 R=2000.05' 5• 6" 8' 3" -x -column Type 1WR, typ TYPICAL SECTION 1" = , o· seo~ . ~ ~ NSTRUCT/ON: PCC 122+02.88 120+67.18 POC i Bison Avenue PROJECT e}.,GmfER ' _ ,. /1-, t INDEX TO PLANS DATE - Top of Fill of Fill -234+16.02 i Romp BA-2 -133+16.54 $. Romp BA-1 CURVE DATA 0 $. Bison Ave R = 2000.05' '81 A = 39•54'08" l._V T = 726.02' L = 1392.88' 'E. Route 73 R -4000' 39•25'11'' 1432.98' 2752.01' 6 - T = L = $. Route 73 NB $. Route 73 SB R = 4044' SHEET NO 1 2 3 4 5 6 7 8 9 10 11 12 6. = 04"56'50" T = 174. 70' 13 14 15 16 17 18 19 20 21 Note: For "General Notes", "Coltrans Standard Plons" and "Quantities" see "Deck Contours" sheet L = 349.18' $. Romp MB-4 R = 4207.74' t::. = 04 ·12'14" T = 154.44' L = 308.74' TITLE GENERAL PLAN DECK CONTOURS FOUNDATION PLAN ABUTMENT 1 LAYOUT ABUTMENT 3 LAYOUT ABUTMENT DETAILS NO. 1 ABUTMENT DETAILS NO. 2 BENT DETAILS NO 1 BENT DETAILS NO 2 TYPICAL SECTION GIRDER LAYOUT JOINT SEAL ASSEMBLY ,(1!1~-6~) (MA7'. HR:114) STRUCTURE APPROACH -sa~ • ..__,.,,__, ...... .,.. ....... L..'J STRUCTURE APPROACH DRAINAGE DETAILS CHAIN LINK RAILING TYPE 7 (MOD) SLOPE PAVING FULL SLOPE DECK DR.Al N TYPE D-2 MODIFIED PILE DETAILS-CLASS 100C (MOD) MISCELLANEOUS DETAILS LOG OF TEST BORINGS 1 LOG OF TEST BORINGS 2 QCM Ri'., !:ASt'; .HIN 2 Jr~ BISON A VENUE OVERCROSSING b(. rl. 3, :;tc¥ s DETAILS IY G. Buelow Ot[CIIE) IV CAl.""ANS -°/ii]._' A. Wong LAYOUT A. Mouboyed f '1.1:::. QUANTITIES .. Ot[CIIE) IV s. King 8. Simpson SPECflCATlffiS R. Fores Ot[Q<£0 ~ ..::-:-:-:-:=:--tiv--------t-;::;;:;;;;;----__;::__ __ +-----'"7::-----_:_ ___ ...__ __ _:R..:.:·~F.:::ar:_:e:.:s:___-1 ~ iS.t: W. Koo TRANSPORTATION CORRIDOR AGENCIES GENE F'OSTER TCA CORRIDOR MANAGER BRIDGE NO. 55-761 POST MILE GENERAL PLAN 9GN Cff DAU: j ---. -.... ----- ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 3 cu 12-3.32 EA 102540 23.46 DISREGARD PRINTS BEARING 1------,RFE~Vl:=SITON:.:...:.:.:.A TErS~<,PR.:!:E::::Ll::::Ml,:N~AR.:..:Y,SrT~A~GE,.:::ON!!!L:!Yl4-__,,--"SH~EE~Tl.-l-,...!:O!!:.F_J EARLIER REVISION DATES -• 1 1 21 \4. Brg Abut 1 95 End of structure approach slab 96 Edge of deck 97 97 GENERAL NOTES LOAD FACTOR DESIGN DESIGN BRIDGE DESIGN SPECIFICATIONS ~ Bent \ 98 PLAN 1" = 20' (1983 AASHTO with Interims and Revisions by CAL TRANS) DEAD LOAD LIVE LOADING SEISMIC LOADING : Includes 35 psf for future wearing surface. HS20-44 and alternative and permit design load. Peak Rock Acceleration == 0.50 g Depth of Alluvium = 10-80 ft. and TCA Seismic Design Criteria REINFORCED CONCRETE fy = 60,000 psi f' C = 3,250 psi n = 9 Transverse Deck Slabs (Working Stress Design) fs == 20,000 psi fc = 1,200 psi n = 10 PRESTRESSED CONCRETE : $1-:.# .]511 u:ti = CAl.'M ... S 0(---• •GN on IIMI 'ojt.l:::/.!14:. FILE ID ♦00-12/B-DC Ch f"'l"t t"'\ A TC"• ~ /~ /7 OQ.C. See "Prestressing Notes" on "Girder Layout" sheet s PEN TABLE SJH PEN DESIGN IV DETAILS .., OU AN n TIES av 100 K. Wong G. Buelow s. King 102 ct. Brg Abut 3\ 104 Edge of deck .£ 5/3/95 Add Water & Sawer Utlllty Opening 8/17/94 Orlglnal l11u1 Im DATE DESCRIPTION RELEASED FOR CONSTRUCTION PR?J~~ER'\ ESTIMATED QUANTITIES STRUCTURE EXCAVATION (BRIDGE) STRUCTURE BACKFILL (BRIDGE) FURNISH PILES (CLASS 100Cl DRIVE PILES (CLASS 1 OOC) PRESTRESSING CAST IN PLACE CONCRETE STRUCTURAL CONCRETE, BRIDGE FOOTING STRUCTURAL CONCRETE, BRIDGE STRUCTURAL CONCRETE, STRUCTURE APPROACH JOINT SEAL ASSEMBLY (MR= 6") BAR REINFORCING STEEL (BRIDGE) SLOPE PAVING (CONCRETE) MISCELLENOUS METAL(BRIDGE) CHAIN LINK RAILING (TYPE 7 MODIFIED) CONCRETE BARRIER (TYPE 26 MODIFIED) C>tt:CKIO 8. Veksler '5-1~ ,~ DATE 15.32 930 7413 129 162715 466 3737 292 273 855770 123 4611 798 804 CY CY LF EA CY CY CY CY LF LB CY LB LF LF 01t0<i:o A. Wong ~ TRANSPORTATION GENE FOSTER CORRIDOR AGENCIES TCA CORRIDOR MANAGER CHtCKIO B. Simpson ORIGINAL SCALE IN INCHES cu 12-332 FOR REDUCED PLANS 0 2 3 EA 102540 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 21.96/23.64 e.onss, s: /l RAYMOND 11. r AR REGISTE I.ENGINEER PLANS APPROVAL DATE Is;/ Ho. C 049040 -ll .9-30-9 1-------------.... , _1---r End of structure approach slab W. KOO ct ASSOCIATES, Inc. 792 TO'M-1 ANO COUNTRY ROAD ORANGE • CA 92668 i. Bison Ave ~ I o, ~~~~~~~~=:,- Abut 1 Bent 2 Abut 3 CONCRETE STRENGTH & TYPE LIMITS LEGEND No Scale ~~ Structure Concrete, Bridge (4,000 psi @ 28 days) I I Structure Concrete, Bridge (3,250 psi @ 28 days) W,,1:3 Structure Concrete, Bridge Footing (3,250 psi @ 28 days) " !l!lll!IIIII! Structure Concrete, Approach Slab (3,250 psi @ 28 days) Notes: x -Indicates 10' intervals along~ Bison Ave CJ -Indicates even foot con tours. Contour interval is 0.20'. Contours do not include camber. CALTRANS STANDARD PLANS DATED JULY 1992 A10A A10B A62C 80-1 80-5 B0-13 87-1 87-6 87-10 88-5 811-52 811-54 814-5 ~ _Bl-I l DlJF\_ ABBREVIATIONS ~~!~l~ION AND BACKFILL-BRIDGE AS BUILT BRIDGE DETAILS BRIDGE DETAILS BRIDGE DETAILS BOX GIRDER DETAILS DECK DRAINS TYPES D-1 AND 0-2 UTILITY OPENING -BOX GIRDER ■ ffo Cheng11 Cl Changeda1Marbd As-Built Date: CAST-IN-PLACE PRESTRESSED GIRDER DETAILS CHAIN LINK RAILING TYPE 7 CONCRETE BARRIER TYPE 26 WATER SUPPLY LINE (DETAILS) PIPE ESS THAN 4" DIAMETER) UTI L \ TY DE:T.C,,\ I..<;, 6R/\TE DET/1\ILS , QCM IIIL£ASE :'JUN 2 ~ 195 Standord Pion Sheet Number P'i)R C'ONSTRUCTION .--------------------, NSTRUCTION: Detail Number 8., I 1,, ttt DATE BRIDGE NO. 55-761 BISON A VENUE OVERCROSSING POST MILE 23.46 DECK CONTOURS DISREGARD PRINTS BEARING EARLIER REVISION DA TES REVISION DA TES (PRELIMINARY ST AGE ONLY) SHEET OF 2 21 I sD EC 1158+62. 70 \ \ \ \ lO 0 ~ 0 0 116+90.97 POC f. Bison Avenue \ PCC 1134+89.12 co 0 58.3 ~ 88.80 R = 1939.04' WW L L \ N84 • 40'52"W 0 0 0 ... + \! \ \ ~ 116 <t Br Abut 116+34.00 BENCH MARKS = 434+ 76.88 POT ~ Romp MB-4 EC 1135+17.14 R = 2054. 78.80 EC 434+ 73.21 117+37.33 POC ~ Bison Avenue =1134+54.83 POC SB $. Rte 73 POINT NORTH EAST 2179376.921 6072630.874 45.18. Lt :i Bison Ave 117+88.09 \ 117+88.65 PO ~ Bison Avenue -1134+18.28 POC f. Route 73 \ \ Horizontal Control Datum is Based on the California State Plane Coordinate System, Zone 6, 1983 North American Datum, 1988 Orange County Correction. 2179472.531 6072757.739 BC 431+64.47 --$. Route 73 SB Vertical Control is Based on the USGS Sea Level Datum 1929, 1976 Orange County Adjustment. BM# SJC 214 ELEV 86.51 FD 2" IP W/ 2" OCS B.C. bf--:-N. ~~UQ> s PHOTOGRAMMETRY AS OF: .. J. Strawbridge CM.nw,■ Ill-O'CIIIIGHT ~ SURVEYED .. ~/1, q,4= flElD CHECKED H. Sherman -on DA'II: 2179440. 769 6072789.615 2179409.368 6072821.849 2179509.557 6072941.401 DRAWN IY T. Hatfield DESIGN TRACED IV DETAILS CHECKED BY L. Withen QUANTITIES BY K. ev G. BY s. Note: For all earth remedial work, see "Road Plans" Wang CH[Q([I) 8. Veksler Buelow CHEO<EO A. Wang King Otl:O<m 8. Simpson ... ORIGINAL SCAl.E IN INCHES FOR REDUCED Pl.ANS 0 \ 3.50' Lt Bison Ave 118+05.27 \ 38.13' Rt \ ~ Bison Ave 118+22.2 PLAN 1" = 20' ~ \118+55.29 POC ~ Bison Avenue =1133+84.24 POC NB1 Rte 73 BC 1131 +33.37 ~\ \ ~-....:,,--$_ Route 73 NB Notes: / r--1 g=--1--=. 3=-=0-11 □ Indicates bottom of footing elevation Denotes piles, not all piles shown TRANSPORTATION CORRIDOR AGENCIES GENE FOSTER TCA CORRIDOR MANAGER BRIDGE NO. 55-761 POST MILE 23.46 2 3 cu 12-332 EA 102540 DISREGARD PRINTS BEARING EARLIER REVISION DA TES -- DIST COUNTY ROUTE f>OST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 21.96/23.64 orEss, \'MONO M FARES i"' ..... PLANS APPROVAL DATE W. KOO & ASSOCIATES, Inc. 792 TOWN AND COUNTRY ROAD ORANGE • CA 92668 PCC 122+02.88 "' 120+67.18 POC ~ Bison Avenue -234+16.02 i Ramp BA-2 = 133+16.54 i Curve Data 0 R T C 049040 ,., 9-.30-... CIVIL OF C~I.\~ L A 2000.05' 39°54'08" 726.02' 1392.88' B 4000' J9'25'11" 1432.98' 2752.01' C 3946' 05°09'55" 177.99' 355. 75' D 4044' 04"56'50" 174.70' 349.18' E 4207. 7 4' 04 •12•14" 154.44' 308. 7 4' QCM RELEASE. AUG 188 BISON AVENUE OVERCROSSING FOUNDATION PLAN REIIISION DA TES (PRELIMINARY STAGE ONL Yl SHEET Of 3 21 DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET TOTAL NO, SHEETS 20"0 Thimble cosing, see "Thimble Cosing Detail" on ~'Abutment Details No. 2" sheet 1&1· ,-,....., 20"0 Steel cosing, #er #uhire -·1&,. ~IUil line, see "Cosing for Supply Line Installation" on "Abutment Details No. 2" sheet::--::::=--:;ry:=~~-~ ----20"0 Thimble cosing, see "Thimble Casing Detail" on "Abutment Details No. 2" sheet 12 ORA 73 21. 96 /23.64 orEss, -;$0 Galvanized steel drain pipe, see ~ "Down Drain Pipe Thru Abutment Detail", .s on ..,."Miscellaneous Details" sheet 1·---$. Bison Ave , 3.2."lll Steel cosing for future s~wer line, see "Cosing for Supply • Line ,Installation" on "Abutment Details No. 2" sheet <E.. Brg pad, typ 2 Spaces @ 14'-10¾" == 61'-9½" 29'-9½" 1 o·-113/a" 3 S 3' -113/a" aces @ 14'-10 " -44'-81 " 71'-101/2" See "Wing Wall Details", on "Abutment Details,,.,-;-.,_,, No.2" sheet·----< 9'-10" WW LOL Joint Seal Assembl & Blackout, see "Jo Assembly/[MR 6")", ~heet ' ;:; AYMOHO M F .., ~ No. C 049040 ::,:, PLANS APPROVAL DATE • 9-.30-9 t---------------\\. CIVIL w. KOO & ASSOCIATES, tnc. OF c~'-' 792 TO°M'I ANO COUNTRY ROAD ORANGE • CA 92668 1'-0" 3'-0" (_ {_ ~A,_X • t1~ ,."" 4' 'I £--13=8 --------+-.! 1'-6" <E.. Pilel ~ WW LOL 2'-6" 1'-6" • 0 #5x2'-o" @ 12 Structure approach --~ ---- ----+-<E.. Brg Abut See "Joint Protection Detail" on "Abutment Details No. 2" I I I I / sheet 20"x26"x3½" Elostomeric brg pads. See "Elastomeric Bearing Pad Detail" PLAN End of wingwall \ ~I I • I I 1 • -0" 6" typ #4 '7 @ 12-'_,''lf,.t;;'{j -~~/rl #5x6'-7" @ 18-----fU..._I 141-JI----J • #5!111'•@ 18 on "Abutment Details No. 2" sheet------ <E.. Drain pipe 29'-0" c.------------ I .3 Pile spaces I 0 6'-9" = 20'-3" -H'IJ---f]I--0 -0 See "Detail 4",-------- on "Abutment Details No. 2" sheet 13' -6" 3 Pile spaces @ 6'-9" = 20'-3" ----,Q---□---HQ- Q --0--01----0 Ya" = 1 '-0" i Bison Ave 41'-1" <E.. Drain pipe I -----+----------8 ----------------.---- ---_.&.---- Notes: 1. All piles not shown. 2. For "Sections C-C, 0-0 and E-E, see on "Abutment Details No. 1" sheet ELEVATION 3. For utility opening size Ya" = 1'-o" see "Abutment 3 Layout" sheet ,t.---i Bison Ave 133'-8" I 13'-9" 4 Pile spaces 13'-10" 3 Pile spaces I 0 6'-11" = 27'-8" @ 6'-11· = 20'-9" 1 I ---j_'j-----0----10:::i--0 ---t'.J -0 --1-18- I I _c_ 'l Brg Abut Q - --11. 1'-10Y2" I· 5'-11" 1 O" J 1 .. 1· 101/2" 8 Pile spaces @ 6' -9" -54'-0" PILE LAYOUT re" = 1'-0" 6f.1f. :8n4vc DESIGN > OETAILS C>LlftANS -°iµi,.I~ QUANTITIES MN 0Fr DA'lt t FILE ID. 400-12\B-:--'B101 10 Pile spaces @ 6'-11" -69'-2" BY K. Wang CMO<m B. Veksler BY G. Buelow CHEO<[D A. Wong IV s. King O<l'O<tD 8. Simpson ORIGINAL SCALE IN INCHES rOR REDUCED PLANS 0 I .. , TRANSPORTATION CORRIDOR AGENCIES 2 3 N • 0 -- I ± <t Pile '\.o~ ,.---See" Detail 3" on "Abutment Details No. 2" sheet . '<t !j • 0 I . I'- t I DETAIL 1 ¾-" = 1'-0" AS BUILT a No Chlf'.9• a Ctlenged •• MI-- Ae-Bullt Date: Legend: #4 @ 18 ----- Const joint-----.. • 0 I Geocomposite drain, see "Structure Approach Drainage Detatts" sheet --- I I ..,,-1--..... ,. \ I I I 1-i-1,..:.--1 -#5 r7 @ 1 2 ----#6 (tot 3) 1-1-----#5@ 12 .3' -0" 2" Cir 2" Cir " - #10 @ 6 {tot 4) top & bottom 3" Cir t 8" L. -u f ~ :oict-,._, I-''-' ... '':I #10 @ 6 (tot ~4) top & bottom 8" #8 X 6' -6" @ 12 -l--t--t--t-__,, P-t----#6@ 12 Driven piles, Closs 1 OOC (Mod) • -6' 3' -6" 3' -6" 10'-0" '-6' (tot 5) top & bottom 5/3/95 Add Water & Sewer Utlllty Opening D Indicates vertical pile SECTION A-A 7"~ ,-,..1i !l Q Indicates batter pile 1: 3 m direction of arrow GENE FOSTER TCA CORRIDOR MANAGER cu 12-332 EA 102540 BRIDGE NO. 55-761 POST MIL£ 23.46 DISREGARD PRINTS BEARING EARLIER REVISION DATES -• R SE~ONSTRUCTION: ~ -~ ,.,,,_ ,, PROJEENGINEER ~ DATE REVISION DA TES (PRELIMINARY STAGE ONLY) SHEET or 4 21 WW LOL I 4' -8 ''4 ~--If--.. Cf- 20"~ Steel casing for future gas line, see "Casing for Supply Line Installation" on "Abutment Details No. 2" 3 Spaces @ 1.3'-105a" - 65'-2" 3' -5o/,s" <E. Brg pad, typ PLAN ¼" = 1 '-0" i Bison Ave A I 20"~ Thimble casing, see "Thimble Cosing Detail" on "Abutment Details No. 2" -~-~ sheet "Wing Wall Det'"""""- "Abutment o. 2" sheet I I = 27'-9¾" I 57'-10" 9'-4" B 87-10 U-4 f--ww LOL --------------------------------------___ :::.:r:::-~-------------L----- --------- ,r_J __ , r , I ' ---Slope paving(STR.4/G/ITi,WE) I \PER F;Jf Z-702) ,.&---------------------------'----.J-' _J \ I I I ,--,I-' _.;:,.,,-------------------f"'t'----f"l---1--~ ~----'f"t----f"t------------------+---~'-__;.....I I ' / .... __ .,,,,. See "Detail 4". on "Abutment Details No. 2" sheet .. - - 1 '-6" Notes: 1. 2. Expanded polystyrene same thickness as Brg All piles not shown. For "Sections C-C & 0-0", see "Abutment Details No. 2" sheet ELEVATION 87-10 ¼" = 1'-0" 1,,,,---i Bison Ave ' I -123• o"' I ' I , I --{3----Er-----8-----B-----8------f}--"----~~•; ---C+----B-----8-----H----E-J-----£3 --., -'-----------------------------1--I I ~-rr----------------------------1· /~ ----0----v ---7j ----t,7.. ---Q---Q--• ~..;;i ---e-----e----~----Ej----v---~----;+----,_ I I ' I I I 7' -8" 4" I I I 7 Pile spaces @ a· -o" -56 '-0" 7 Pile spaces @ 81 -0" -56'-0" PILE LAYOUT Ya" = 1'-0" DESIGN IV K. oca<w B. Veksler !l --------'-• <E. Brg Abut o ,_______ I . ID -------->- !i 1'-6" 32.11 0 Steel casing for future gas line, see "Casing for Supply Line Installation" on "Abutment Details No. 2" sheet AS BUILT Cl NG Chlr.g11 • Changed•...,._ A►Bullt Date: DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET TOTAL NO. SHEETS 12 ORA 73 21.96/23.64 OfESS/ _... YMONO M f'ARES ~ ... . C 049040 "" PLANS APPROVAL DATE , 9-30- W. KOO & ASSOCIATES. Inc. 792 TOWN ANO COUNTRY ROAD ORANGE • CA 92668 Size X Utility Code UtMity Type Opening Abutment (Height Width) End Bent 0 6"0 Future SCE Gas Line in 12" cosing .(3226) Future Utility 16"0 Fut{:!re IRWD sewer Line in 24!' casing 16"0 Future l~WC>°-woter _c und -, Backwall 20"0* 20"0* 32,"0* 20"0* Diaphragms 30 , ·= 1011 )(2 1 ; o·~ 30$ ' 2' 4"x2' 4 1 O" - 2·-10" 3'-6" _,Xr.,, .. 2' -2"x2'-.1 o" 1'-611 EB -t--<..,j i------1----<E. Brg Abut Caps 16" f'-4",c1' ◄ u 2.f.."I 2' 4"x2' 4" . . 2'-6" 2'-611 ~ , " X , I , . 1~Bj=,□7 - 1 • -0" #5x2' -0" @ 12 Structure rpproach #4 r7 @ 12 -~,----'ff ', #5 @18----m..: #4 @ 18 ___ ...-c......., #5 @12--- Canst joint--~ #5 r7 @ 12------- • 0 Geocomposite ---I drain, see "Structure"' Approach Drainage" sheet 2" Cir I I I I I !,,~ ,t' __ / I I --See "Joint Protection Detail", on "Abutment Details No. 2" sheet r---1--,,,, i--See "Detail 3" on "Abutment ' ' Details No. 2" sheet #6 (tot 3) #5 @ 12 #4@ 18 ----~yp~-tt? joint Slope paving #9 L ® 12 ----:8 .. -----Tr' #9 @ 8 (tot 3) top & bottom 8" 5/3/95 ewer Utlllty Opening #9 @ 8 (tot .3) top & bottom --,_,_,, Legend: C Indicates vertical pile Q Indicates batter pile 1: 3 in direction of arrow #5 @ 12 '- 0 Driven piles, ..__., RE S~ CONSTRUCTION: ._.,/h ' I-/'). 'y PROJECT ENGINEER DATE 3'-o" 3'-0" 9' -0" SECTION 8-8 3/a" = 1'-0" \.--7--#6 @ 12 (tot 4) top & bottom QCM·'A(\.tASE ·,-i1t·l!I tot\~ Wong DETAILS 11V G. Buelow c-... Tlt,_,.S DCIIGN O\CflltONT 9GN -DAla ,g(tzf,4- oca<w A. Wang TRANSPORTATION CORRIDOR AGENCIES GENE F'OSTER TCA CORRIDOR MANAGER BRIDGE NO 55-761 POST MILE 23.46 BISON AVENUE OVERCROSSING ABUTMENT 3 LAYOUT QUANTITIES IV FILE ID 400-12/B-A8301 Pl nT nATI' &/11/1994 PEN TABLE 9 Jg pen S. King Otl'.OUD 8. Simpson ORIGINAL SCALE IN INCHES f'OR REDUCED PLANS 0 1 2 J cu 12-332 EA 102540 DISREGARD PRINTS BEARING EARLIER REVISION DA TES -- Ri::vu:,oN 0ATC:e CIORl:L.IMINARV eTACC ONL.V) 5 21 er- /j¼~ #4D tot 3 -++---+---__, #5 n tot 2 #5x5' -9" tot 5 ----1"4---+-~r--l----->, Const joint (optional) . --.-==r==-FrtGi:::h==t=~~ #5 0 I -N #6 tot 4'-0". rr=ui (tot 7) 4 • N 16'-0" #11 Two (tot 7 per ,? "!7. #5 \'o .. tot 7 layers ~ layer) 6" #5 n tot 2 Const joint (optional) See "Detail ~ C) #5 ·/ r tot 7 ~/ 3'-0" Typ /j¼~ ---++--#4L"--, tot 3 t"9----#5x5'-9" tot 2 ,r----i------1~1----t I \ { r;:----See Detail 1 ' / N 16'-0" #11 Two layers (tot 7 per layer) • 0 I -N ¾" 2" Cir 4 • Match irder recess • • ----. t--Abutment reinf DETAIL 1 No Scale -;:,,... " DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 21.96/23.64 \\,OfESSi .:; YMONO M. FARES ~ No. C 049040 ;; PLANS APPROVAL DATE 9-30-9 W. KOO & ASSOCIATES, Inc. 792 TOWN AND COUNTRY ROAD ORANGE • CA 92668 CIVIL OF C~\. \ FZZ,J Indicates expanded polystyrene .~ • • • 0 I DETAIL 2 1 " -1' O" - #5 LJ tot " ansion ler 4 END BLOCK ELEVATION ~ / ~ ,,,,-r\ . 1i ½" = 1 '-0" /'. • - ~ ~ ' • • ... l'0 (!) u \ f-ww LOL f-ww LOL '\._ 5 # tot 4 both ways, top & bottom Omit polystyrene (to avoid visible joint in elevation view) 6" max, typ 3" min, typ #4 tot 3 @ face 2-#10-~t;,~~ #5x5'-9" tot 5-~ ~f, tot 4 (Note 21 'l'- #4x6' -0" "a" bars ~ . \L.,,..w_w Flt..lET PREYIOUSLY Pa!REO lv//ERE Fill with to form Abutment reinf #5 ntot 2 <t. Brg Abut #7D tot~2--c=~w,i:-,=-=-~r:-:::-:-:""t-:::--:~---H-.f-+-f--/ e (5;,z~=b1~C) 7 "'-(PER hfl#/-4(;C,) ADD#"8 oowct.S @u, '/c.£/1/GTH == 53 "Af/AI. Wl711 8",4,//#. EAfBEO SECTION C-C ½" = 1'-0" DESIGN DETAILS 1" thick polystyrene to separate external shear key block from bockwall expanded polystyrene a 6" chamfer f-ww LOL ~-#7{:---., tot 2 #5x5' -9" tot 2 #4 tot 4 below key ~ Brg Abut 6" t .. C) #5 -/T tot 7 ~/ = 1'-8" #5 n tot 2 #5m tot 7 IY K. Wang Ot£a<ro B. IY G. Buelow CHl:OCtD A. Notes: Veksler Wang 1. For "o" and "b" bars, see Abutment Details No. 2" sheet 2. These bars omitted at Abut 6, see Note 3 3. #5 Tot 4 straight bars to extend from top of footing to top of backwall at Abut 6 TRANSPORTATION CORRIDOR AGENCIES GENE FOSTER CM.TRANS 11£-:;µ / IY CH[oct0 B. Simpson t,. 'J.4=. QUANTITIES s. King MN o,r DA'lt I TCA CORRIDOR MANAGER FILE ID, 400-12/B-AB1D2 PLOT DATE: !I/B/1994 PEN TABLE SJg pen ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 3 cu 12-332 EA 102540 SECTION E-E ½" = 1'-0" (Note 3) ~#4 12'-0"1 "b" bars\L "b" bars _ Abutment reinf, typ SECTION D-D ½" = 1'-0" Note: Abut 1 shown, abut 6 similar (except as noted) BRIO NO. f-ww LOL #4 tot 4 ·AS.·BUILT ~"'" ·-tl ~Cl lnQll •· ··.- • Cl 11\ged M 11111 I It AI-Bultt Date: QCM RELEASE AU& ,aa FOR CONSTRUCTIOI'( 55-761 BISON AVENUE OVERCROSSING POST MILE 23.46 DISREGARD PRINTS BEARING EARLIER RE'v1SION DA TES -• ABUTMENT DETAILS NO. 1 REVISION DA TES (PRELIMINARY STAGE ONLY) SHEET OF 6 21 Expanded polystyrene some thickness as brg pod Level r 88 or EB 1---_.:5:-__'~0:...."--~...-End of approach slob min Al\ 5/3/95 Add Water & Sawer Utlllly Opening 8/17/94 Original Issue [W DATE DESCRIPTION RELEASED FOR CONSTRUCTION ~;(~EE~ t;-~--1f DATE DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 ORA 73 21.96/23.64 OfESSJ ,:;; AYMOND M. f'AA ~ No. C 04904 PLANS APPROVAL DATE -t, 9-30-9 3" 3" 0.079"x24"x30" Galvanized sheet metal over brg pod. Coot top of pad :1---20"0 steel pipe x ¼ wall t--------...;_----\\ W. KOO & ASSOCIATES, Inc. J...~b~~~~~"'"~= with silicone grease SECTION F-F 13" 13" Abut backwall • It. Brg Abut NI l-• -0 a .- I 0 .- 20"x26"x3}'2" Edge of galv sheet metal Elastomeric PLAN brg pod ELASTOMERIC BEARING PAD DETAIL Yi" = 1'-0" Blackout for Joint Seal Assembly Structure Approach 3" bonding on -~-=smooth finish Extend Pile -=--------- ceol end of ~;mbl~ w;th )4" steel plate. Secure by tack weld Seal watertight, coat with asphalt 6" min and wrap to prevent corrosion ,--..---~ •• .,. • ,....--~~ '---=>--· THIMBLE CASING DETAIL etch Pile C p Depth 4'-0" Additional #5 0@ 12 r.=====::;::=="':---, 4' -0" No Scale Cap Reinf ~----1----+-......, • • ..--'~-t-t---Addition al #6 tot 8 1 '-0" thickness, shall be cost in place ofter tightly wrapping with 2 layers 15# building paper or seal per Std Plan 87-10 min BB or EB End of approach slob Abutment bockwall-- Steel cosing to be provided by utility contractor, for further details, see "Utility plans" 6 .. . mm 792 TOWN AND COUNTRY ROAD ORANGE • CA 92668 1 '-0" be cast in place ofter tightly wrapping with 2 layers 15# building paper or seal per Std Pion B7-10 AS BUILT CASING FOR SUPPLY LINE INSTALLATION 0 Ne, Clllfigll • Changedu A9 Bullt Date: L-=:..:.:==:=.:====·• ' -·· -·-• 3'-0" .. ,WW LOL Elarrier not snown Structure approach No Scale t. Brg Abut~ concrete oorrier All pile cap reinf not shown. 11 Abutment--LI backwall 3" Bonding DETAIL 4 No Scale Ys" x 12" neoprene strip bonded 3" m1n1mum width each side of joint. Place prior to backfilling the abutment backwall and installing the temporary bumper. (Fold neoprene into chamfer.) JOINT PROTECTION DETAIL Backwoll Const • 'Ot I . .- 1/2" Expansion--_.., joint filler ¾" = 1'-0" Expanded polystyrene ~~~ <E. Brg Abut Expanded polystyrene some thickness as Brg pod ~-Elostomeric Brg pod CONSTRUCTION: DETAIL 3 ¾" = 1'-0" R &-11--,,, DATE BY DESIGN BY DETAILS BY QUANTITIES K. Wang G. Buelow S. King Match with top of girder recess See "Detail 1" on Abutment Details No. 1" sheet Beveled recess ---- Slope paving CHE0<ro B. Veksler CH[O<[O A. Wong 01[0<[0 8. Simpson ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 6" not shown TOPOFGIROER-· - RECESS 110" bare ,1111 lol 2 inside face #4 lJ@ 18 #11 1 tot 2 TPB I 0 I 1'-0" Geocomposite drain .,........_ "a" bars 2-#111 ~ _ 121---#4 @ 18 SECTION E-E TRANSPORTATION CORRIDOR AGENCIES 2 3 #11 Slope I I I I #4 tot 4-~f.-t!!,.J 3'-0" MIN (PER FM Nv' Z-399) E #4 @ 18 ,..__ #11 .___ tot 2 I #5~ Drainage pad outside face I I I , I • I • I ' ELEVATION "L" uL" 23' -0" 17' -0" 19' -0" " " Bors 0 #9 @ 6 #8 @9 #9 @9 <JCr--l f~fl..:£ ·, -~ J\H\ 2 f'i'H, ► !)H r:on:;1·Rw.: t'.!Cf-1- "b" Bars #6 @ 9 #5 @9 #5 @9 WINGWALL DETAILS 17'-6" #8 @ 9 #5 @9 No Scale GENE FOSTER TCA CORRIDOR MANAGER cu 12-.3.32 EA 102540 BRIDGE NO. 55-761 POST MILE 23.46 DISREGARD PRINTS BEARING EARLIER REVISION DA TES -- BISON A VENUE OVERCROSSING ABUTMENT DETAILS NO. 2 REVISION DA TES (PRELIMINARY STAGE ONLY) SHEET OF 7 21 -------------------------------------------------------------------------- 5' -4" cir to lower /--'l Column layer of top mot /-<E.. I I !i Bison Column Avenue . -----·-----~ - I I I I I I I I I I I I I I I I Edge of deck I I I I I I I I I I I I I I I I I I I I I I 1J1 I I I I I I DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 21. 96 /23.64 OfESS1 0 RA YMOOO M. f AR --<E.. Column lsi No. C 049040 ::o PLANS APPROVAL DATE ... 9-30-9 '--------,f-----.--,------------,--,------L--------,-,-----t-1--------------', CIVIL W. KOO & ASSOCIATES, Inc. OF c~"' I I I I I I I I I I I I I I I I I I I I 7 I I I I I I I I I I 792 TOWN ANO COUNTRY ROAD ORANGE • CA 92668 Notes: _ __..,,., __ _ -~--- Indicates bundled bars For sections A-A, 8-8 &: C-C, See "Bent Details No. 2" sheet Indicates lower layer of top rein f -,.._ __ Edge of deck Top Reinforcement (#14) Bottom Reinforcement (#14) I #6 [ each FILE ID: 400-12\B-B01 01 '°'T n 6 ~. A /~ /1 QQ.4. 7 1---<E.. Column #6 (]D.J @ 7 Bt3fjfJ@12 Stirrup spacings • \ ~ -,---_,_ ,_ --,-~ ~--' ~~ -~ [[]]] @7 end ' I-----~ . ' 2·-0· #6 \t-o· tot 8 i each end A ' ' I I I I ~ '-+-• -'-+-'-+-'-+- 6" typ PF'N TARI F'• ■ro oan 30@ 6 ,- r-t-Hi r- PLAN No Scale t Bison Ave max 2'-0" t 1 Column I - B-{3E3E}@ 12 30@ ~ Balance @ 12 30@ 6 I • // ,_ ~ ~ -~ -~ I----, p✓-+ --I. ( ,-- r-' Ii • ) I a:: :~t ~ I t=: = t=: L ~ ~ ~ -, --~ L __ -r-r- cl-i/ ~ r I spiral may be discontinuous at ~ '" bent cop to allow -' -I for placing cop reinf. Provide spiral ---=1 anchor @ end of r--:: spiral I i----- #5 L@ 12 max - --::: spacing, hook around 1 -r--, '\ -, -, -, -, ' ' ' ' ,,,,,,,, I:! top and bottom mots I l;E I I ,... at intersection of + . ,_ -~ bars. ~ -. ,_ .. ~ I ~r ~r 6 max 4-'-+-½-- • • t") (CJ / ' ELEVATION 87-10 3A5" -1 '-0" DESIGN ev K. Wong CHIECl<EO B . Veksler DETAILS IV G. Buelow CHIECl<EO A . Wang Balance @ 12 30@ 6 ) i \,~7 0 - I I • I I I □ I ---~.____L--~ ~ J L "' Adjust hooks to ollow -0 ..... Q} C for 2" min clearance 3: ·-~ 0 ~ to face of bent cop t") 0 C @.. _. E ,.o ::, O C 0 la: Ill U 0.. Q} C Extend key spiral Ill u ·-:.= a into footing at (CJ ~E "II=, some pitch as in 0.. C columns. Spiral a o • il'-- NO may be discontinuous at the top + • of footing 0 I reinf, typ . I{) ~Spiral may be discontinuous '-+- at pile cop to allow for placing co rein f. Provide s lice as p p p er Note 3 of "Pile Details-Closs 100C (Mod)" sheet GENE FOSTER '--f-L 1 t. Column s i J e J e i® 12 ® 1 #6 COOJ Stirrup spacings --i -7 J I I I I L _J l ----- -r--87-1~ T I \.u-7 J YP A A I AS BUILT 0 NoChlngw ■ Chlflged 11 MlrDd As-Sulit Cate: I (PcRRF. I OS MAC -tJ~ 9) I I ; !; (> ,.,, "· .'--f-L 4- ATBENT 2 TIIICKEN TIie FtJtJTIN6FRtJM51tJ"TtJG'-tJ '1 '/?SWILL Ii/EEO TtJBE l/i/CRE.4SEO .BY l'-t:J ''/NLE./t/GTII. Tf/E .J BA. -~ I ' -- 5/3/95 8/17/94 Add Water & Sewer Utility Opening Orlglnal laaue 'DATE DESCRIPTION . . " .. " " ' --Note. For Sections A A , B 8 AND 'C-C", REL ~?R CONSTRUCTION: .,, _c. ,,,, z., 'y see "Bent Details No 2" sheet PROJECT ENGINEER"\ DATE BRIDGE NO. 55-761 BISON AVENUE OVERCROSSING QUANTITIES 11V s. King CHIEOUO B. Simpson TRANSPORTATION CORRIDOR AGENCIES TCA CORRIDOR MANAGER POST MILE 23.46 BENT DETAILS NO. 1 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 3 cu 12-332 EA 102540 DISREGARD PRINTS BEARING EARLIER REVISION OATES -• REVISION DA TES (PRELIMINARY STAGE ONLY) SHEET 8 21 tO I . - • 0 • I O· ,v . • ~ 0 . I \ . '--I.() -• 0 I . v • (£) I . .:3'-4" typ 16'-0" typ 23' -0" r, r, r, r, -L ..J L ..J LI..J L..J r, r, ,,,..-ri-, r, -L..J / r-L..J-, 'L..J L ..J / I I I \ , I I ' \ I ~ I I _r, r, '-L_s,_J / r, L ..J L..J ...___L..J _ _, L..J I rf-i-r, r, r, L ..J L ..J L ..J L ..J <E.. Bent Cop 8½" cir to lower layer cop reinf 12-#14 4" cir to top lo yer cop reinf 4' -0" 4' -0" ( r, L ..J ~ r, L ..J r, L ..J r, L ..J 8' -0" SECTION A-A 80-5 Driven Closs 1 p #6 @ 12 top mot both ways iles, tot 20 OOC (Mod) See "p ii e Details-Closs 100C sheet (Mod)" I@12typ (PER F,11 #z.zs<:i) hook, typ IT ft'cVt.O BE R64SC;f/A8t:.E ,,COR$l7RRtlPS TOS/TO/RcClZYi:?AI/ZJ?{}FS'tJr,,C/T8{}/W,1,f,#AT Column and footing l--e Bison Ave Sta 118+06.88 -"!!li'fflH--#8 @ 6 bottom mot • • • • • • • • Note: <E.. Bent Cap B½" cir to lower layer cop reinf 8'-0" 4" cir to top layer cop reinf • C l"1 ·-E #6 UIDJ 1'-2" Typ 36- ----5" cir to main cop rein f SECTION 8-8 80-5. ½" = 1'-0" For de toils not shown see Section A-A <E.. Bent 2 DIST COUNTY ROUTE 12 ORA 73 PLANS APPROVAL DATE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 21.96/23.64 ~fESS1 '!MONO M. FARES ...... C 049040 "" •P 9-J0-9 • W. KOO & ASSOCIATES, Inc. CIVIL ,---, OF Cl.\. 792 TOWN AND COUNTRY ROAD ORANGE • CA 92668 <E.. Column 8' -3" 2" Cir • c.o I . I.() r ~ Column and footing * #8 interlocking bars shall extend into the Bent Cop the some distance as spirals SECTION C-C . r, r, r, L ..J L ..J L ..J r, r, r,, L ..J L .J L.J r, r, r 7 L.J L .J L ..J I r, r, r 7 L.J L .J L ..J r, r7 L ..J L ..J r, r, L .J L .J r7 r, L ..J L ..J r, r7 L ..J L ..J _ __C_ CE. Bent 2 c-N45"25'34.6"W <E.. Bent Cop 1 12 .. . expansion joint fill er • ½" = 1'-0" i. Column 2'-3" 2'-3" #5 spiral @ 3½" I I See "Key Detail" ~ ----#14 @ 6 bottom mot "'1 I . ' " -4 pile spaces @ 5' -o" = 20· -o" Typ Start of pitch when weld is used to anchor spiral unit --- Note: Flore weld 11 ½" Run off end of bar as shown Direction of Weld ---J r #4, #5, and #6 reinf only 12" min lop length to be mode in direction shown WELDED LAP SPLICE AND ANCHOR /I FOOTING PLAN AS BUILT 0 NoChanSJM L ~-...,,/\,-----<<75% Penetration min 45• ____ Direction of Weld • Ch~gedal~ As-Built Date: ---~ Run off end of bar as shown Notes: 5" lap bar 1. Butt weld to be mode first #3, #4, #5, & #6 rein f only 2. Butt weld to be mode in flat or horizontal position. 3. Lop bar to be centered on splice. 4. Flore weld to be mode in direction shown 5. Lop bar equal in size to spiral bar. VEE GROOVE WELDED SPLICE C Some. size, spacing and material CP )1----,\ _ as spiral shown on plans. c=:=====::r1 =======i• Individual hoops, mode continuous with 100% penetration welds, may be substituted for spirals. BUTT WELDED CONTINUOUS HOOP BAR SPIRAL SPLICE AND SPIRAL ANCHOR AND HOOP DETAIL No DESIGN BY K. Wong DETAILS BY G. Buelow QUANTITIES BY s. King Scale Qt[Cl([D 8. Veksler Qt[Cl<to A. Wong Qt[Cl([D 8. Simpson TRANSPORTATION CORRIDOR AGENCIES GENE FOSTER TCA CORRIDOR MANAGER BRIDGE NO. 55-761 POST MILE 23.46 . N • f"') I • N #11~tot18 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS cu 12-332 EA 102540 DISREGARD PRINTS BEARING 0 2 3 EARLIER REVISION DA TES -- _[<E.. Bent 2 1'-8" outside dio KEY DETAIL ½" = 1'-0" LAP show RELEASE AUS f 18 FOR 00NST'Rl.lerloN BISON AVENUE OVERCROSSING BENT DETAILS NO 2 REVISION OATES (PRELIMINARY STAGE ONLY) SHEET OF 9 21 FILE 10. 400-12\B-B02 Al !"'IT r'\6.Ti:"• A /P. /1QQ4 PEN TABLE. • 1Q pen 1 '-0" 8'-0" 55'-Q" -- 1'-2" r <E.. 12" Utility opening / Typ for 8"~ drain pipe ~/ @ Bent 2 t 91/2" ~ <r -2.0% \.. \ 6 y ( , " / / r \ / I ( I I \ \ CP ) / .. I --< C ~. I 't ·'--....,, • '-U) -_, I I . I"') I 9}/a" .;:JJ:' ..-I =0 8- 7' -0" • 2 -11 .LJ #5 cont #5 cont tot 5, .38' -3" 50' -9" 10'-10" 9' -0" g' -9" 2 " Cir Typ . Notes. For utility opening information, see "General Pion" sheet For utility opening size, see "Abutment 3 Layout" sheet ~ 5/3/95 Add Water & Sewer Utility Opening B/17/114 Orlglnal l11ue DESCRIPTION E DATE RELEASED FOR CONSTRUCTION /.JJtl~ Additional top longitudinal reinf #4 @ 18 max j j4 cont tot 5 per baX:,j #5 cont tot 13 per bay* #5 cont 5-';-ff; DATE #9 cont,-~c..---#6 tot 10, typ Typ per boy, stagger as shown---- X X X 2 e Bison Ave I 121'-0" { PER REt.O MEU<J Ne:?. 2-.3+5 y" 2-J,1g) 48'-0" -~ ~i 5 GJ_" I ~o~-ri-= 2.ti; '-IP" 19'-w" ' -----~ -_,--<E. 12" Utility opening : Profile Grode 0 for 8"~ drain pipe I ~ ' :<Q\ @ Bent 2 IN 8 -2.0% \ ...... ' ' I \ ~~ "---\ ( D , • -0" I & varies "" -j / ' ' I 33''-(;, II I I 27' -0" 43'-9" 6 Girder 3, 3" spaces @ 1 -= 79'-6" 10·-10" <E.. Brg Abut 1 r TYPICAL SECTION 70' -0" 3/16" = 1'-0" 36' -0" Ext face of ext girder Ext face of ext girder 34' -0" #9x70' -0" tot 38 Typ 34'-o" 36'-o" I 8' -0" 1'-0" V -. ~ 00 I- POST MILES SHEET TOTAL DIST COUNTY ROUTE TOTAL PROJECT NO. SHEETS 12 ORA 73 21.96/23.64 1 iorEss, ..;: /J RA'l'MONO M FAR ls! No. C 049040 ~ PLANS APPROVAL OA TE ,ti 9-.30-9 * Chain link roiling Type 7 (Mod), Typ 1--------------J, CIVIL W. KOO & ASSOCIATES, Inc. or c~\. Concrete Barrier Type 26 (Mod), Typ see "Abutment 3 Details No.2" sheet 792 TOWN ANO COUNlRY ROAD ORANGE • CA 92668 tE. Bent 2 _J~-~~ -¾" Drip groove, Typ 24'-0" #9x44'-o" tot 82 Edge of deck 7' -o" ~ 2'-11'' <E.. Bent 2 \ -¾"x 1 O" Bev eled recess, Typ AD0#¢81R18 ., AOO #'~~ <!!.IZ" iP "LJE€P MXE 'Ill ( BtJAIO PcRSECT/tJN 83 c.OZO OF STIJSPEC's ST/RRV? #5@c.." ,-BARS WERE fl?E//IOVSL Y /AISTAlt.EP llJO/ifR ,4/1/AY J=R(),1,f Sl'RIP SEAl t.tJCAllON. E!VO 0/APIIRAGM ( #0 SCALE) Edge of deck 4'-0" Typ 20· -0" 24'-0" ADDITIONAL TOP LONGITUDINAL REINFORCEMENT ADDITIONAL BOTTOM LONGITUDINAL REINFORCEMENT No Scale Place t "'"®or #6----®• S=11 radially and spaced along ~ Bison Avenue 2" Cir No Scale Prestress i----1-~ 2-#5 cont, Typ ----4" min fillet, Typ -----#5 Stirrup® Typ -----#4 @ 12, Typ #5 C 1'-o"~ @ 13 ,_a_1_1 t---" S-2 #8 tot 2, Typ 21/2" Cir #9 cont, Typ grill age Recess for P /S anchorage #5 @ 12 6" min 1 ½" Cir Additional bot tom longitudinal reinf AS BUJL T 0 Nt. Cl.anQII 1 ½" Cir Brg Abut 1'-6" Limit of transverse deck reinf and distribution bars 3" Cir (PER FM Alt? Z-//8) 4" fillet n-----#8 tot 4 l,\~ STAN.OAR.O HOt7.K LE/v'GTII <JF/0" #5_ ifil @ 6 INL!Ef/t7rTf/E SPEC/FIE.OZ!.CJ" ·~ Place parallel to girders LENGTII. 4" min @ 12 and space along <t Brg Abut #6LJ@12 ---tt--#8 ~tot 4 QCM RELEASE , ,w" 2.\- , fOI OONS'1,M!J@'JION. ONSTRUCTION: • 1.17-~ #5 JI @ 6 -B' -O" L!P..:.R.:::O::::.J::;ECT::.!..!==='--------1:: IE., . , - * Indicates distribution reinforcement PART TYPICAL SECTION a Claenged at Me,lted END DIAPHRAGM ~ ½" = 1'-0" CAJ0 3/a" = 1'-0" DESIGN IY K. Wong Ot[O([D 8. Veksler DETAILS IY G. Buelow OtEacm A. Wong QUANTITIES IY s. King Ot[0<£1) 8. Simpson ORIGINAL SCALE IN INCHES FOR REDUCED PLANS FILE ID: 400-12/B-SEC --· -----,-_, ___ _ ~ 0 1 A.Sulit Date: ___ _ TRANSPORTATION CORRIDOR AGENCIES 2 .3 GENE FOSTER TCA CORRIDOR MANAGER cu 12-332 EA 102540 BRIDGE NO. 55-761 POST MILE 23.46 DISREGARD PRINTS BEARING EARLIER REVISION DA TES -► BISON AVENUE OVERCROSSING TYPICAL SECTION REVISION DATES (PRELIMINARY STACE ONL 'I') SHEET OF 10 21 -------------------------------------------------------------------------------------------------------- <t Drain opening 116+20.00 io• }Ji>r/J Drain outlet see "Rood Plans" for con tinuotion m 116 = ---- (~ BAY ---~-~ 117 <t Drain openin 118+35.00 r------+ See "Obtuse Corner Detail" for additional deck reinforcement 2'-o"x 3'-0' ejl2ATED -SoFFli ACCE.SS 1-----1 OPE'NINC::J $. Bison Ave 0 01ST COUNTY ROUTE 12 ORA 73 POST MILES TOTAL PROJECT 21.96/23.64 SHEET TOTAL NO SHEETS \\OFESSJ ;:; RAYMOND M. r ls!' No. C 049040 PLANS APPROVAL DATE -ti 9-.30-9 1-------------~ CIVIL W. KOO & ASSOCIATES, Inc. OF c~\. 792 TOWN AND COUNTRY ROAD ORANGE • CA 92668 Note: Does not include allowance for folsework settlement. Profile Line . . . . I() en . I() . 0 N N . 0 0 0 c.o O c.o I() . 0 0 Comber ci ci ~ 120 Line ---+-...~===::====:====:!::= ..... J_---l===:!::==:!==-i-L 0 0 0 DECK ~~D~ A~~WrN4 V4~ ~ ~ ...,1 C ::, 0 .0 a. <( (/) '-~ CD C C NI 0 0 ..., a. a. C en en a.> CD ~ ~ 1:11 C 0 0. (/) ~ 1:11 CAMBER DIAGRAM "Acute Corner Detail" for odditionol deck reinforcement No Scale • ..,. ·' C C I"'.) 0 0 ..., I 0. a. ::::, (/) (/) .0 ~ ~ <( '-CD 1:11 ~n o,tlet see "Rood Pion s" for continuation == ~ -,,_--=...--::..--.-=-See "Double Deck Drain Detail" Flare #8 " 4,_0 • top & bottom 18' -0" Type Type Type Type Type Notes: 1. [±I 2. U-3 <t Drain opening 116+65.00 18' - Denotes girder stem width = 14" Denotes direction of flow in drain pipe ,--<E.. Brg Abut 1 ------<t Drain opening 116+ 75.00 See "Obtuse Corner Detail" for additional deck reinforcement L1 <t 0.1 L1 lore GIRDER LAYOUT 1" = 20· Bent 2 0.1 L2 14 on "Miscellaneous Details" sheet ~-<E.. Drain opening 118+40 00 L2 <t Brg Abut 3 Limit of deck reinf .....,,.....,... _____ Limit reinf #8 tot 4 end diaphragm rein f ---------\CC- Bl ockou t for JOI nt seal assembly of deckQ~ 5-10 : lO I in deck overhang ~ Exterior face of girder A SBUILT 0.45 L1 path is parabolic / Point of inflection 0.45 L2 T • 0 NoChMQII Chengtd ti Mll'ktd A•Dullt Oete: -•-.4 #5~ o~Stirrup A B #51[ orU Stirrup C #51[ orU Stirrup D #51[ orLJ Stirrup E #5 !J' orj/ Stirrup I I • c.o • I lO . -ti I") 3" spacing spacing spacing spacing spacing Note: between points I~ / I ,? ( \ --......._, .l I ' - I • <.O I Exterior face of girder #8 tot 4 end diaphragm rein f------+.c~ I' ~ • : lO lO ~ #8 ~Lop & bottom 4-0 '---<t Brg Abut Blackout for ~!.....ll~'--"---J-- ,___<E._ Brg Abut / / /v • N / I 1'-2½" ~ 16 18 33 @ 12 @ 24 max @ 12 @ 6 16 23 @ 12 @ 24 max @ 9 21 28 18 @ 9 @18 @ 24 max @ 12 31 28 18 @ 6 @18 @ 24 max @ 12 46 33 18 8 @ 4 @6 @ 12 @18 @ 24 max L -Distance measured along It. of each girder between It. Brg abut and <t bent ~ / / 4'-8½" I '\ '/ ' 4' -81/7" ~ 16'-0' "' / I-Typ 3" ' 5' -6" 1 '-2½" 3" 52 52 59 17 20 23 @ 4 @3 @6 @ 12 @ 24 max @18 @ 9 37 52 38 34 23 @6 @3 @4 @ 6 @9 33 52 38 34 23 @6 @3 @ 4 @ 6 fj;I 9 33 52 50 34 23 @ 6 @3 @4 @6 @ 9 18 5 26 50 50 34 17 1:.(~~ 6 @3 @4 @ 6 @ 12 LONGITUDINAL SECTION No Scale DESIGN av K. Wong CH[O<[D B. Veksler DETAILS IV G. Buelow CH[O<ED A. Wong QUANTITIES av s. King CHEO<ID B. Simpson ORIGINAL SCALE IN INCHES fOR REDUCED PLANS @ 24 max @ 24 max @ 24 max @ 24 max C8l -Theoretical point of no movement 25 @ 18 TRANSPORTATION CORRIDOR AGENCIES 0 2 .3 I . -ti I") in deck overhang---joint seal assembly J" 45 @4 20 -@ 9 15 @ 12 15 @ 12 15 @ 12 GENE FOSTER TCA CORRIDOR MANAGER cu 12-332 EA 102540 OBTUSE CORNER DETAIL ACUTE CORNER DETAIL ¼" = 1'-0" ¼" = 1'-0" PRESTRESSING NOTES ~ 270 KSI Low Relaxation Strand: ~(),'/. 0() ;:.,,.. ~ock -~kip Anchor Set = 3/8 in 0NSTRUCTI0N: Total Number of Girders -9 Friction Curvature Coefficent JJ -0.20 ,.,,..~ Friction Wobble Coefficient K -0.00 Distribution of pre stress force (P jock l between girders shall not exceed the ratio of 3: 2. Maximum final force variation between girders shall not exceed 725 k Concrete: f'c = 4,000 psi @ 28 days f' ci = 3,500 psi @ time of stressing Contractor shall submit elongation calculations based on initial stress of 181 = .854 times jocking stress One end stressing shall be performed from Abut 1 BRIDGE NO 55-761 POST MILE 23.46 DISREGARD PRINTS BEARING EARLIER REVISION OATES -- BISON AVENUE OVERCROSSING GIRDER LAYOUT REVISION DA TES (PRELIMINARY STAGE ONLY) DATE SHEET OF FILE ID 400-12/B-GL 11 21 ---~ ,..... . ~~ "" ,,...,.., ,,.,..,,...,. I roe, •f 8orrl,r ogg•r h,1,, e 1e· . . . Pio,:, onr:hor bolt, for Cov,r I!. on opproochlng fro/fie ond ~_::_-~"'""H-'I rac• 01-..r---. Barr/or SKEW ))0 .,. -rn ® @) I I : Ill :5 Joint Information "a" Dimension Location Mpvement Rating Winter Spring < 40 & Foll ~'.' Abut I < 80 '2-' !V411 Abur i.114-• 1-' .c .... ~-11-'14 Summer > 80 DIST COUNTY ROUTE 12 ORA 73 PLANS APPROVAL DATE POST MILES TOTAL PROJECT 21.96/23.64 SHEET TOTAL NO. SHEETS orEss, ;:; YMONO M. r lst No. C 049040 '° .9-30-I;), C ~...__ Jlh□~"V W. KOO & ASSOCIATES, Inc. Cl\i1L OF C~\. ANCHOR STUD. f';1 A•JZ5 bolls, r,oc/i. Tuf11• t, 150 11.,., ---- REL£-SED F°:?ONSTRUCTION: / J--,~c-, ~-11.,s PROJECT ENGINEER DATE Normal lo '1lnl 792 TOWN ANO COUNTRY ROAD ORANGE • CA 92668 ~ EJ<ot:t width to bo ( . -- T,mp) dol•rrnlnod by tho En gin• ,r . ,J .. fd Hol• In Bar PLAN ® ® I I : Ill tC":Top of Dot:k U•• ,J.101/atlo,, boll• ,>1t,nd•d ;"min 111d t•ol wllh b•nd br,ok,r. All,r co11tr•I• ht11 tur,d, r•••r•· /111/01/01/011 b1lt1, /111/•II A.•J25 boll• '1t1d 1h1,I 111opr1n•. BOL T d PLATE LA YOUT 1..1 ..tu ' I : L 4N.3~ --~ SECTION D-0 --df/J S" 2.. 2" t I I I I I I I I ,.k .. ---r."-'lr--- --1 I I ,--f-~ ~----, ~~J I -1: l1 -I VIEW B-B • 10" Covor fl rl,· x 13• ... ,,, sh,,I n,opr•n• For:,. ol 8orrl•r ~ Top of n• Gap-- L4x3x) ~ Stop on high sld, ~ '11 d1,:k HIGH SIDE BARRIER DETAIL ~'l:L-~~ CM.TII IGC-_...Ott,/ SION Cff DAIi <i(t i-134: FILE ID. ~00-12/8-JSA PLOT DATE· 8/8/199~ PEN TABLE· ■Jcj.pen : i" Chamf•r ~->-;~rr-t>--=-~- I B" 10" 2" 2 .. SKEW > 20° 1 I I I I z• 111/n i-"12• anchor studs tJ 9 .. :J: I L,.---Closvr• Povr Lim/ls I -. ---:r-""'1:---, ~ ♦ I I 1 '1 II I I I I 11 11 I I I I -I 16' I I ( ~ ) 11 11 < ) I I I I ~ 11 11 -I I • I I 11 11 I ._ _ _, I II II I VIEW C-C Cover fl ff x I J • wid, sn,,t n,opr,n, cl, or tr,,J {tx9• anchor studs l! 9•1 I B,nd lo cl,ar paving I notch or wh,n roqulr1d : -, al closur, po4.lr, ~-----?1---:1 Paving notch Clo,ur, Pour Covor Ff!..-Bor 6--i,, I B or I I Limits~ : I I I I I I I I I \.. ___ , I I I \... I ----.J 2 r {x 5 lniliol Pour Limits --1--t-To,:k ,,,,Id nu/ lo 01111• ol 2 /ocolo/0111, I I , j_ ~---F::~-r,~:;~'"xBH anchor st'uds Q 9"-J: (5" long '-.._ In ovorhong) I "-rl;"x/.3 .. wldo sh••I iioopr•ne l . ,,--+,-Match •xlstlng Joint width for c/osur• pour i-----1,-..-I 1 ... 0 ... I SECTION. A-A £xpond•d polyslyrono I I I Np f, Sla99,r Clnl,rt AS BUILT anchor studs Q 4~•:t an I hut: . SECTION E-E ~ • Nt.Clill",GN d P/111, L,youl ------. R =i .. Tlghl Fil 1---'-------...:,,--,i•x/ J" @,~l--6 ·---i•I LOW SIDE BARRIER DETAIL (S•• Noto "B") DESIGN av K. Wang DETAILS av G. Buelow QUANTITIES ■Y s. King . J.latch slop• "' Borri,r 4x'.f" f.• Gop 4~ Bor 4 x 1 Q£CIC£I) B. Veksler CHEQ(£1) A. Wang C>CO<tO B. Simpson ORIGINAL SCALE IN INCHES FOR REDUCEO PLANS or Curb foe, I• Gap n Cov•r S,, "Pion 80/1 4 Plot, Tight f'll I/ ______ ,,. ------✓ egl-o_" ~-1 SIDEWALK DETAIL (5•• Not• '"fJ") GENE FOSTER Cl Changtd II II Aa-Bullt Date: Nol•s ru/1 p•n•lrot/011 bull w•lds may be ,ub•tllul•d for fl/lei welds '111 oil anchor sluds. All,rnal, lyp,s of onch•r stud• 11101 b, p1rmilt1d subject to th• appro110/ by the £ngineor, Joint ,,al as••"'bty le be u1•d In conJuncll'1n with cle•ur• peur. (S•• other sh,ols f"r l/m/11). Closur, pour shall nol b, p/oc,d until llnol deck surfac• Is within th, lol•ranc, 1p1clflo,J. Joint 1,01 011eatbly le b, lobrlco/1,J /11 14' 111ox l1119lh•. Us• Joint al crow,11 of r,odwoy, ol ony chong, In lron1v,rse slope in dick and t1I cht1nges In horlzonlol dlrer:llon. Ploc, other Joln/1 of "r n,or Ion• /Ines. All ••lo/ ports lo bo 90/vonlz,d t1ll•r fobrlcollon. Sh,ol n•opr,ne shall b• fobrlcot,d In 0111 r:0111/nuous plec• "r Joints sho/1 b, vulcanized. N,opren, 1holl be f'1brlcoled I• bend oround corners, I., hol•s In n,opren, lhe•ls shall bo drl/Jed or punched •• lhol lh• n,opr•n• Is not dl•lorled ol lhe time of lnslolloll'1n. Noto • .. A" /n1erl oslo/llbly or expon1lon onchorog• for £ .. ,Jt Ji," A -325 b o/ t. Noto "B" '•• Us, /ht Sld,wolk O,toll ol oil 1/d,wolk Jo/nit, U11 tho 8orrl,r Delo// ol b'1/h sides II lh, roodwoy is r:rowned or II tho dllf,r,nc, In ,t,volfon belr,,11 lhe ,nds "' th, s,ol Is 0.5" or 1,,s. BRIDGE NO. 55-761 ,p R£t,.EAII ati.l4 • . ~TR~1'0H BISON AVENUE OVERCROSSI TRANSPORTATION CORRIDOR AGENCIES TCA CORRIDOR MANAGER POST MILE 23.46 JOINT SEAL ASSEMBL 0 2 3 cu 12-332 EA 102540 DISREGARD PRINTS BEARING EARLIER REVISION DATES -• REVISION DA TES (PRELIMINARY STAGE ONL Yl SHEET OF 12 21 -. 0 ...... I Q. >. '<t" ...., _, Lane line, typ /I,'#, C...T-II 51-F CATI: . ' I I... ., / ( l ~ ( 7 . ( ,_ ( C: c:) l ---------------------------------------------------------------------------"-------------------------------------- DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS ~ Edge of deck W1ngwall layout line, typ 12 ORA 73 21 96/23 64 -\ Fr of barrier \ \ \ \ 30'-0" \ \ C: Bridge deck -...... 0 0. Front face of barrier I-_-_-_-_ -_1 30'-0" '--_-_-_-~ _-1 -0 0 3 -0 O'> C: C: Wing wall layout line (typ) I >, f") f-Edge of deck 4-0 0 :: -0 0-, C C w ,:: W 3 SKEW ~ 20• WINGW ALL DETAIL NTS _, PLAN Nv Scale WITHOUT FOOTING WITH FOOTING ~ Abut I Approach Slob . 1~1 Slope (Typ) r Rood~qy Ernbankm~t , or Orig1nol GFOund <Typ) ~ l,...;1°-0"<Typ> ABVTMENT DETAIL NTS i i t\\\\\"1 Structure Backfill Select Backfill /' (.' . I ) ~ _) ·-' II ''-.. '- /) , '" ·, . ' / MODIFIED LIMITS OF STRUCTURE EXCAVATION Sc BACKFILL (, For Details Not Shown See t~, ~-'"' ~·-··" •• -,. .. . --..____.. .. --h-.__,.,.-S I Oflt_,A., ' ' I SKEW< 20 CI-ECKEO 8 ~ Concrete barrier / type 26 modified iorEss, <:; RAYMOND M, FARES kl No C 0◄90◄0 ~ ~-Barrier reinf PLANS APPROVAL DATE t: p 9-30-96 1--W._K_O_O_&_A_SS_O_C_IA_T_E-S,-l-n-c.-~ CIVIL / Longitudinal ,. const joint (see note 1) •6 X 10'-Q" © 6 Structure approach 792 TOWN AND COUNTRY ROAD OF C~\. \ ORANGE • CA 92668 1x12 Treated timber place outside timber only where ground line Is above top of wingwall Do not attach rigidly to w1ngwall (Note 2l W1ngwall loyout line ------ • • • 3'-0" • • • • • • - 0 I Treated permeable base (TPB) Remove all forming material above wingwall before placing backfill against top outer face of wingwall "-Geocomposite drain see "Structure Approach Drainage De tails" SECTION B-B No Scale NOTE: 1 Longitudinal construction joints shall be located on lone lines when permitted by the engineer. ? Inside timber t0 extend full length of wtn')woll 30'-0" Pay limits for structural concrete, approach slab Joint seal blockout - 0 "5 Tot 4 L. u - 1'-Q" N min - . - 0 U-L-L O ...L..-'--.L....~,-'-1 • • -+-~---4 ~~+=~~~~"'~=.-~ "--F ii te r - "5 © 12 "b" bars • • ill L. -OL u f--- • 21/2 11 •4 bar ·1 1~ 1 4V BAR CHAIR DETAIL No Scale 12-21-94 STRUCTURE EXC & BACKFILL ABUTMENT APPROACHES ORIGINAL ISSUE REV NO. DATE DESCRIPTION RELEASED FOR CONSTRUCTION fi--,4;' PROJECTNGINEER lt-ZJ-fy DATE *5 x 2'-0" © 12 _N ---fl ' ~ '---1·1 Fabric "-~ .. 4~,<S' © 6 -. (D N 3" <I> slotted plastic pipe, see "Structure Approach Drainage Details" 6 II Abutment Back wall Veksler -1/4"x.3" Expansion Joint tiller Geocomposite drain --•4 Bar chairs ~ 3'-0"!:. transversely and 4'-0"•_ longitudinally. See "Bar Chair Detail" see "Structure Approach Drainage Details" ~-For drainage details, see "Structure Approach Drainage Details" • Approach slab transverse reinforcement may be placed parallel to paving notch for skews ~ 20 ° SECTION A-A No Scale BR I OGE NO. ~ R£tt:~E· FUD9a AS BUILT •NoCtlangN a Chlngtd11...- A►Dullt Date: ---" --------, ONSTRUCTION: ,_,,.,ft DATE Zd? ::::::, _., ... , ____ .... K. Wang DETAILS IY C1£Ck£D J. Graham A Wong ~ TRANSPORTATION t-----+--------+------::.__~ ~-""'-CORRIDOR AGENCIES 55-761 BISON AVENUE OVERCROSSING GENE FOSTER IY S. King C.-ECKEO 8 Simpson QUANTITIES TCA CORRIDOR MANAGER POST MILE 23.46 DISREGARD PRINTS BEARING tARLIER REVISION DATES - STRUCTURE APPROACr 1 SLAB REVISION OATES <PREllMINARY ~•T"'"'-AG:::.:E=--rON.:::L'"-Y..:.,),---+S=cHc:cE::.ET'-+--"OC.,.F--1 13 21 Wingwall E (l.) -+-' (/) 0 Approach C ·-0 Slab~ L 0 '+- 0 Geocompos1te (/) Drain -+-' ·-E ....J E 0 a.. l. Wingwall ----Outlets, see "Road Plan" ,--Toe of Slope 3" Plastic ~ <Slotted) 1'-0" Pipe See "Abutment Drainage Detail"-~ \ Structure Approach Slab 2'-0" Below Finished Grade Cop end 3" Slotted plastic prpe Drainage Pad, see "Abutment Drainage Detail" Geocomposite Drain DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 21.96/23.64 OFESS/ u YMONO M, FA .... °" No. C 0◄9040 PLANS APPROVAL DATE . 9-30-96 CIVIL W. KOO & ASSOCIATES, Inc. 792 TOWN AND COUNTRY ROAD ORANGE • CA 92668 OF C~\. AS BUILT • NoChenpl Q Chpnged11,,.,._, As•Bullt Date: -~=...., ,__ ______ -=_:...::...:......, Toe of Slope TYPICAL PLAN SECTION F-F No Scale No Scale Geocomposite __..-,,,------Bend Reinforcing Geocomposite Drain 6" Overla Drain •6 x 4' Tot 2 To Avoid Pipes r Optional Const Joint 1'-0" 2'-0" - 0 L--=--+----' _ _.:'.'.::7'" N 0 r--------i--i--------i--i----t----;:==l--T op of Footing CAI.Tl! SIGNOFF 0Al£ F"ILE ID 400-12,e-SAD SHT PLOT DATE 6/6/94 SECTION H-H No Scale PEN TABLE sJh pen TPB - 0 I Drainage Pad (Minor Concrete) DESIGN TPB -.,------Frlter Fabric 0 I 4" 1'-0" '---+-----'-------' 3 '--I ___ 3" + Plastic Pipe <Slotted) 3" Plastic Pipe (Slotted) ___ _,, WITHOUT FOOTING ABUTMENT DRAINAGE DET~L No Scale CHECKED BY CHECKED ~ TRANSPORTATION 1---DE_T_A_I L_s_-+-____ J._G_r_a_h_a_m_-+:-=-c:::---A_. W_a_ng __ --1 ~-....... .---CORRIDOR AGENCIES K. Wang B. Veksler BY CHECKED B . QUANTITIES s King . Simpson ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 I 2 3 4 II 1'-0" WITH FOOTING GENE FOSTER TCA CORRIDOR MANAGER cu 12-332 EA 102540 6" Overlap ---Filter fabric Top of Abutment Footing 3" ♦ Plastic Pipe (Slotted) ----F 3" ♦ Plastic Pipe (Unslotted)-__,, NOTE: Bends And Junctions in 3" Plastic Pipe Are 30" Radius Min Optional Const Joint ----..,_ 3" ♦ Plastic Pipe Geocomposite Drain Finished Grade (Unslotted) ~-----_\' Top of abut footing RELEASED FOR CONSTRUCTION: 1-11.,,,y DATE Edge of abut footing H ' SECTION E-E No Scale Outlets, See "Road Plans" QCM RELEASE AUG 188 FOR CONSTRUCTIOI>{ BRIDGE NO, 55-761 BISON AVENUE OVERCROSSING POST MILE 23.46 STRUCTURE APPROACH DRAINAGE DETAILS DISREGARD PRINTS BEARING EARLIER REVISION OATES-► REVISION OATES !PRELIMINARY STAGE ONLY> SHEET OF 14 21 POST MILES SHEET TOTAL 1i Elec-1-rol,er m 1 ,0 ,,, 1 . 0 , Intsrrup+ Fram,nq only af lnlfial or def'lnlfe!J pli:rn11ed -lufure 01ST COUNTY ROUTE TOTAL PROJECT NO. SHEETS 12 ORA 73 21.96/23.64 Ul!le a m1r,1murn nu b r ol' :s =!..:..:..~==C=-t!!!=d:..:•:....__-.....l~--~--~ locaf,on5 of' elec.fro/1~r.!J or CCTV poles MaK1,nu,n posf s,,cac1n9 -10'-0" OfESS/ . \ -. ' , ' ~4) 8 1-0" I unless of..,,.,'Ll..i·, w,ae n ~br1d~ pan. ,,--Anchor 5/1"" 0alv. cable • a f end ~nq/e5 and poe-1.s acfjac. ... _Ju, -lo elec:.':fro/1t~r openings or_~~ or wa.ll ..;a1n-ks 1v1-l-h~$/tA::/ !50Gk•+~~rnblv or 1 'Z'' w,ald~ ~~ bt::,l'f an cr1'!')~d sleeve clamp. Pn:;,v1d~ I 1/Z '' rn,,-,, mke-up a-i-each anch . ... p~ I TUSULA.R H~l-1D l<AILINq BIi-Si 2.'-0., I , I -' , 'I ' fbSi \ ~ \S) (PERFM#/-103) ->12" PER e?J .. •• .,. -. , . • • ;:; RAYMOND I.I. FAR 1st No. C 049040 1-PL_AN_S_AP_P_RO_V_AL ___ D_A_TE ___ -\\-tl xp.9 _-_3_0_-9_ CIVIL W. KOO & ASSOCIATES, Inc. 792 TOWN ANO COUNTRY ROAD ORANGE • CA 92888 OF C~\. Cha,n link Rai/1,;,_9 Ty~ 7(Ma::i,,fied) '-o'' 1-------------------1 1--1---_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_-_ -___ ..... _ -_ -_ -_ -_ -_-_ -_ -_ -_ -_ -_ -_ -_ -_ -_-_ -1.., l==============+===:t===+=====::t::======1 t ±:::s::• ===========================a~-__,_-----------, SE:€" 11 £L~VA110N- l=NP R:,s," L4x8xl/4 ELEVATION NO SCALI! 1/4 ,,, galv. - -ten~1on rod @ Po~fAonf SECTION A-A (TYPICAL FROM BASE TO POST A) NO SCALI! . SECTION B-B 11/28/94 ADD TUBULAR HAND RAILING -8/17 /94 ORIGINAL ISSUE DA TE DESCRIPTION RELEASED FOR CONSTRUCTION ,,.,,,.,,, DATE ~~=~ CAI. IIIGN0-110H;. '$ft.~~-•GN or, DATE FILE ID: PLOT DATE: P[N TABLE· SJH PEN NO SCALE T6 or L Pcxsf ,e,/8 H Ven I ,n rs .3/4" U 80/-f-5 3"-lhre.ad Cut wa~e:.r 1 a/el(/ h~@]~~~@~~;i~'.!S['f.~h~ro=~=i~k~Ja~m~n~u-f 1/cu-r was/Jer • 1 '' rnorfar ,_.,..J :JI 4 X O !..JO" ~ _A i'of. 4 --,----.- Z--116.xO!..Jo'' bf:;Jr (PER FM NO. 1-103)--- USE ALTER/v'ATIJ/E A!VCIIORAGE ANCHORAGE DETAIL NO SCALE DETAIL PER DESIGN IV K. Wang Qi[QC[O 8. Veksler DETAILS IV G. Buelow QCCICtO A w . ong QUANTITIES IV s. King acc,cro 8. Simpson ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 BC 1" BC ELEVATION -END POST No Scale -•• .. .. . , . ... TYPICAL SECTION - NO SCALE Notes: f. Se~ Cal-frans 5-lrl. e!J J l-5Z -f'or dt!!ta1/:5 no+ .!Jhown. AS BUILT Cl No Chlngee ■ Changed 11 Mis l•d As-Built Date: fiJ 2. Ffo1/1ng, hardi,vflre. -lo be ga/w::,n1zed o.f.'-Jer ~abr1ca-r1on Dl .8. Chain /,nk .f'abr,1c -fo bt!!.~alwm1n1ze.d. • ;;;, '-. 4. For<. TUBULA"-H~ND R-.:;-,:;;,.;;,..e e i--End of approach slob ONSTRUCTION: 1-l'J-t~ DATE This detail supersedes end post detoil on Tubulor Hand • Roiling sheet 811-51, page 154, of the Standard Plans dated July 1992. .. -. . .. ........ ,t ....... '!,• ,.; ,. . J • l3] 7·/9·9/ /Je/efed r,111'd 11ofo l il:t .E.14 TRANSPORTATION CORRIDOR AGENCIES 2 J GENE FOSTER TCA CORRIDOR MANAGER cu 12-.332 EA 102540 BRIDGE NO. 55-761 DATE ON BISON AVENUE OVERCROSSING POST MILE 23.46 CHAIN LINK RAILING TYPE 7 MODIFIED DISREGARD PRINTS BEARING EARLIER REVISION DA TES - VI ARY ST ACE ONL Yl /25/94 SHEET OF 15 21 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 21.96/23 64 8'-0" t • • I ~,~-> \1.0fESSr Backfill abutment to grading plane prior to placing slope paving For ditch dimensions see "Road Plans" f: --•3-,,&' gi12 be ~ WITH DITCH Top of rolled edge ;: 1/ / _,..,.,1/ /. WINGWALL ELEVATION No Scale Match roodway side slope Top of rolled edge~// Formed edge --t-- o SIONOFF IJATE FILE 101 400-12,s-sP SHT Pl nT nATE• 6/8/94 I 5 ::..,...~-6x6 W1 4xW1 4 welded wire fabric •3 Tot 4 12"+ 12"± 2'-0" TYPICAL SECTION -CONCRETE PAVING PEN TABLE SJh pen 2'-0" Slope rounding 1' -0" 1'-0" 9" 3" I I R-12" Top of rolled edge ¾" edge finish edge of deck • 1'-0" 1/2" premolded exp joint filler I 2'-0" 9" 3" Top of rolled edge 3/4 II Edge finish --R·6" ,q- REOISTERit' !VIL ENGINEER PLANS APPROVAL DATE W. KOO & ASSOCIATES, Inc. 792 TOWN ANO COUNTRY ROAD ORANGE • CA 92668 '-" AYUOND M. FAR ~ ~ No. C 049040 ::o xp. 9-30-96 ,._ CIVIL /1--t OF C~l -0 I 1~ •3 ~ 18 max 12 0 *3 ~ I 6x6-W1.4xW1.4 welded wire fobr1c SECTION A-A No Scale Face of abutment 2" expanded polystyrene cont 7c~ 1------, ½" Formed edge 1 Ft thick PREFORMED GROOVE BY CHICl<EO B. Veksler DESIGN ,- Outside face of WW. Formed edge •This dimension becomes zero when edge of deck is at outside face of W.W cut-off wall at end of W.W. SECTION B-B No Scale ~ Indicates limits of p_ayment for ~ concrete slope paving LIMITS OF SLOPE No Scale BRIDGE NO. AS BUILT • NoChangN Q Changed II Martald Aa-Bullt Date: EB EASED FOR CONSTRUCTION: l'-IJ•'II/ DATE PAVING QCM RELEASE AUG 188 FOR CONSTRUCTIOI( ~ TRANSPORTATION 1----+.;;------::~:-----tcimi~-;:~==1 ~-"""'-CORRIDOR AGENCIES K. Wang BY Ct£CKEO A Wang DETAILS J. Graham BY S. King Cl£CKED B. Simpson OUANTIT !ES GENE FOSTER TCA CORRIDOR 55-761 BISON AVENUE OVERCROSSING POST MILE SLOPE PAVING -FULL SLOPE MANAOER 23.46 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 3 cu EA 12-332 102540 DISREGARD PRINTS BEARING REVISION DATES <PRELIMINARY STAGE ONLY) SHEET EARLIER REVISION OATES 16 OF 21 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 Parallel lo rai I or curb x 2'-0" Steel pipe NO SKEW ~Face of barrier I " 9" 4. Bent SKEW TO Z0° PLAN-DECK DRAIN ASSEMBLY Top of deck I '-0" . Bent skew -'---+---1-t--- Min. SKEW OVER Z0° Top of deck I '-0" l'-0" /'-0" 1 • •, ffi=rop of deck ,-,;::::;::;::::r--iii I~ 'ld~ SECTION C-C Slope deck toward drain Match slope of soffit \ rSlope deck N toward drain DIST, COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHE TS 12 ORA 73 21.96/23.64 PLANS APPROVAL DATE Apply adhesive sealant on pipe lo seal joint. Secure ea~h end to pipe with 3-fl0-24 x f'self head screws. Ess, RAYMOND M. FAR ~ No. C 049040 SI .,. ___ 9-..... .3~0--=9 CIVIL er c.i.1.Jf periphery of sleeve tapping hex ~-0....1...:] f4~tot 4 6" Sleeve inside diameter 2" no geater than pipe u• outside diameter +is''· Min, 6" I I \ Slope toward drain--~\ ..!IN 0. >-DRAIN FLUSH WITH OVERHANG DRAIN WITH HAUNCHED OVERHANG SLEEVE CONNECTION ¼ Bent le. Match slope of soffit I '-4~" SECTION A-A B 2 1 I I , 4 1 .. - Sea I by caulking ltyp) DECK DRAIN ASSEMBLY DETAIL i w benl lhreoded rod with I hex nut and it OD washer. Tackweld nut to rod. i, il -.... \_ De ta i I A ( t yp) ¾ fP.. ~ I '-4" .I J,m 0.. ll1 >-I- SECTION B-B I " n T y P,, ELEVATION-DECK DRAIN LOCATIONS l Bent 2 -Bar 11 x nx I' 3f'' 'a I-~" ;' ~v . I>-Bar j . " t· 'a rt! ~ Bar 2¼ >- I'\. v;tj Typ L Typ s lO I I ( ,------ % Min ·-... \ ,~9-,---- J ,, '---- -, \ \ r-- - \ \ \ \ \ \ -J '-- \ 90' ~--;--Station shown on General Plan if drain location it other than t benf VERTICAL HORIZONTAL AS BUILT ' DRAIN PIPE ALIGNMENT • NoCMftQN or l x 2 x -2 t" R 2/r Bar I~ x n x I '-3f' Lock bar ~ x ! x I" GRATE CJ Changlc:l u Mlftlld A•Bullt Date: I" OD Spring fl.3 W&M gage stainless steel, 2" free length. Spring constant of 24 lbs/in. Spring to hove flat ground ends. Bar Ii x ¼ x o·-1!" w I I h ft " 0 h o I e rrr-e I ¼" • C ·-::a I 0 .!IN N See "Lock Bar" def al I DETAIL A I '-6" C'--J ' I I " -,, ~ ------------- t Blank bolt ~"¢ x I 2" L 2! x 2 x ¼ x I '-4" SECTION E-E BI ank b o I f !"¢ x 12", lot 6 (typical) s (0 I Ful I penetrat 10n bull weld RE ASED FOR ONSTRUCTION: VIEW 0-0 DS OSD Zl)I IC.100 4/89] ,_,,., '!'I DATE OE SIGN 8Y DY OE TAILS •• QUANTITIES 5. D. Wiman G. C. WIiiiford LOCK BAR 2" -~ I typ~ I B¼" B¼" FRAME CHECKED M. Lewis CUE CM ED M. Lewis CHECKED ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 Attach lo inside face of bent ~-,r--,---,.-waJI J, w i I h ~" x I!" strops w I th 2-metal expansion anchors @I '-0" maximum centers Be I I recess Gutter grade 6" Plastic pipe t• Typical ' !--Place pipe as near t I of column as pos~lble----i ,,---..... .,..-..... 6":l ----1I Finish Grade ,---Sidewalk or island p \ AT WALL TYPE BENT AT COLUMN TYPE BENT ABOVE GROUND :AT COLUMN TYPE BENT UNDER CURB STATE OF CALIFORNIA DEPARTMENT Of TRANSPORTATION 2 3 NOTES: DRAIN OUTLET Al I pipe to be 6"¢ x O. 1.35" welded steel pipe except as noted ond galvanized If not encased In concrete. Fittings and bends shall hove a minimum wall thickness of~•~ Al I Joints or connections to be butt welded or connected by a steel pipe sleeve and lo be smoolh throughout Inside of pipe except as noted. Al I bands lo be on I '-6" min. radius measured along l pipe. Al I bends to be smooth, Pipes not encased In concrete ta be supported by suitable galvanized hangers QI0'-0" maximum spacing throughout. Galvanize deck drain assembly after fabrication. DIVISION or STRUCTURES llRIOGE NO. 55-761 BISON AVENUE OVERCROSSING QCM RELEASE AU& 18!$ FOR CONSTRUCTIOK STRUCTURE DESIGN POST MILE 2.3.46 DECK DRAIN TYPE 0-2 MODIFIED cu 12-332 EA 102540 DISREGARD PRINTS !!EARING EARLIER AEYISIDN DATES --- .. £\'JIION OATII (PA£LlMINAfl't' ST.AO& ONLY) !lMl:ET or 17 21 ~i.f!i. ~1,1.;tU;::-=-S CAL S ""ll<IN Olltft910NT Ii --o,-,i f(l?r q4== FILE ID 400-12/B-PILE Pl OT fJATF 15/8/1994 2" cir to soirol , .. 1 '-25/8" max'" I ~----1----1" chamfer • N I f; · [\, ---\-, ---i--Prestressing steel "a" bars -Pf -136,000 lbs --+--t"......._____ As = 0 92 sq in min tot 6, Typ 1 ) I 1 .. 1 •-1 o/8" min .. I 1 • -2" SECTION A-A 1½" = 1'-0" Provide lap splice as per "a" bars tot 6 to be in place Note 3 where spirals continue in to pile cap when pile is cast ~ -Extend 2W8 bundled -~ -ri-H_ wires @ 2½" into ~ . i---.- pile cop @ Bent 2 only "'--', < ~= Z • Cut-off line-----..__ 1--1-~ ** W11 @ 1¾ may be substituted ' < r-,-_ ) ,_ C '" "' .-~ -...... I 0 '--·-a. (II .... (I) 0 L. •• > ..c ~ 0 (.) : ~ (X) a. 3: ' U 0 ai.> I "O 0 3 N en ~ N * * -1 I') I @ .> ,, ' ~ @ lO ELEVATION No Scale PEN TABLE s io oen Location Abut 1 & 3 Bent 2 Abut 1 (North DESIGN av K. DETAILS av G. QUANTITIES av s. "a" bars "D" #8x23' -o" 2' -6" #10x25'-o" 4'-6" WW) #8x23' -0" 1 ' -7" ---- '-- (.) • lO Lowest mot of reinf A • Cutoff line PILE EMBEDMENT Wang CMO<w B. Veksler Buelow CMO<[D A. Wang King CMO<to B. Simpson ORIGINAL SCALE IN INCHES FOR REDUCED PLANS ~ TRANSPORTATION ~ CORRIDOR AGENCIES I I I I I I I 0 1 2 3 GENE FOSTER TCA CORRIDOR MANAGER cu 12-332 EA 102540 DIST COUNTY ROUTE 12 ORA 73 POST MILES TOTAL PROJECT 21.96/23.64 SHEET TOTAL NO. SHEETS A~,=" fuis'TER IVlL ENGINEER '?iorESS/04-,( ~ I'<".: ~ t, t; .,, PLANS APPROVAL DATE z; RAYMOND II. FARES ~ ..., ~ No C 049040 ::o ii Exp 9-30-96 it 1--w-. _K_O_O_&_A_S_S_O_C_IA-T-ES-,-ln_c_.--\ J'~ CIVIL ~~"t-.,...._ l'c OF ct,.\.\\ 792 TOWN AND COUNTRY ROAD ORANGE • CA 92668 DESIGN NOTES DESIGN: BRIDGE DESIGN SPECIFICATIONS (1983 AASH TO with Interims and Revisions by CAL TRANS) DESIGN LOADING: Compression -100 tons (Service Load) -200 tons (Factored Load) Tension -100 tons (Factored Load) PRECAST PRESTRESSED PILES Notes: Pf = Pres tress Force (ofter losses) Concrete Strength fc' @ 28 days = 7,000 psi fci @ transfer == 4,000 psi 1. Concrete shall contain not less than 752 pounds of cement per cubic yard. 2. Pile reinforcement extending into footing shall be hooked as required to provide clearance to top of footing. AS BUILT ■NoCllangte 3. Lopped splices in spiral pile reinforcement shall be lapped 80 wire diameter mininmum. Cl Changed a1 Marted As-Built Date: ---- Spiral pile reinforcement at splices and at ends shall be terminated by a 135" hook with 6" toil hooked around a longitudinal bar or strand. 4. Maximum cutoff length at the top of piles is 10'-0". QCM RELEASE AU& 188 FOR CONSTRUCTION BRIDGE NO. 55-761 RELf'SED FOP IU\NSTRUCTION~ ' /),-:~ • 1>--/J .. ,'1 PROJECT' NGINEER I DATE BISON AVENUE OVERCROSSING POST MILE 23.46 PILE DETAILS -CLASS 100C (MOD) DISREGARD PRINTS BEARING EARLIER REVISION DA TES -► REVISION DA TES (PRELIMINARY STAGE ONLY) SHEET OF I I I I I I I 18 21