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HomeMy WebLinkAboutR_6006_S-0.62% BVC 338+95.00 Elev 88.51 C:EATif'ICi•nOtJ ~-,. •. -, ·, -"-•,, .. , o.;,,1• 1 1 • installed m subsl.!"•'it1.:i •1 ·, "-I ~-(4 Ali'', 1 •, ,~~ • ·~<'.3 !, and grades shown ::.1, •i f ,t , c. R. .1 :r ~ ;, , ,~ ;:,r·,d with the qualrty cntenh ~·•-'t tu,t'"' -1: -,-~ ='· ,J'''"; spec1flcallo~s I '---- --·~o:,;;;§; -~--• -~, t. l t ' ASSURANCE· T~,_; ,1"p•,,v,-rnents . .i-., '" ,, , , "'eviewed and fcund try ue accuratet;: rt1et.11 i'd It !Jy the l\s-Bu11t plans (~t ~ 1 0:-)l; {l,,,.Jb. C1.fd_,,_,~-&_ __ ~•!11 [qc.,_ :-,,• -J,,,,,J/;MY ~ L ...,,e r Retaining Woll see "Road Plans" 600' vc Rate of Change -0. 7267% per Sta BISON AVENUE SB OFF -RAMP PROFILE GRADE No Scale BB~ 365' -0" Measured along ~ Ramp BA-3 100' O" 165' -o" , - 'fl1 "-6 U II '--G)(;} Fs-..,.. ~--=----~ v-EB 100' -0" 6 " :>" _,,., Ee--;r-~ Approx OG ,,.,,,. "'"' v" u EVC 344+95.00 Elev 71. 72 -4.98% Notes: G) Paint "Bison Ave SB Off-Ramp Separation" @ Paint " Br No 55-744K" G) Metal Beam Guord Roiling See "Road Plans" G) Structure Approach slab @ 3/4" deep x 10" wide Beveled Recess @ Concrete Slope Paving (j) Deck Drain, Type 0-2 (mod) -0 Point of min vert clearance DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 ORA 73 21.96/23.64 ~ ~ ~~ CIVIL ENGINEER PLANS APPROVAL O"-TE W. KOO & ASSOCIATES, Inc. 792 TOWN AND COUNTRY ROAD ORANGE • CA 92568 t Romp BA-3---I 27'-6" I ioFESS1 .; YMONO M. f .i -. C 04904 W-.JO- CIVIL OF C~l 4' -0" 1'-9" 8'-0" 12'-0" 1'-9" ..!_~--H-~---".-f--!.!::...---"'---+-->1-f-t---=- Profile Grade ------------------------------------~----~~-- Abut 1 uuuuuu Bent 2 --17.--2 .. -~-i?'-.Jk,, {A$-St//t.T)---------r~HJ ~~~ __ 1__________ u -----------------Cone Barrier----.;, -2.0% Type 25 (Modified), ~~==~~=~;::::~ min vert cir Bent 3 Abut 4 Typ Datum Elev 0.00 340 341 342 343 Pile Doto -Closs 70C and Class 100C Piles (Mod) ELEVATION Locations Abutment Bent 2 Bent 3 Abutment 1 4 Design Loading (Service Load) 70 Ton 100 Ton 100 Ton 70 Ton Specified Probable Tip Elevation Tip Elevation 10.00 5.00 -15.00 -20.00 -10.00 -15.00 4.00 -1 .00 Oversize Prednlling Tip Elevation 1" = 30' 50.00 40.00 342+36.91 POC $. Romp BA-3 = 443+36.73 POC $. Romp MB-4 Toe of fill Toe of fill ·co V) 0 -~ E '-g ~ 339 • To Irvine ·..,. Top of fill BC 334+ 72.39 ~\ N 32°11'58"N Toe of fill of •• ~-:-&~ : DESIGN •• ~ANS 0UtGN O\CMIGiT DETAILS ~/1,, /~4: .... QUANTITIES SIGN 0n' A 11: f 11/z: 1 BB 340+42.00 Elev 86.81 0 s Toe of fill fill R. Kaholofbeigi G. Buelow s. King Retaining Woll R441 See "Rood Plans" QCO<tl) K. Won QCQffl) R. Fores QCCK[l) 8. Simpson BC 442+34. 72 PLAN 1" = .30' LOAD f'ACTOR LIVE LOADING: HS20-44 AND ALTERNATIVE DESIGN ANO PERMIT DESIGN LOAD LAYOUT .. A . Mouboyed CHECKm R. Fores .... PLANS AHO SfiECflCAll()IS R. Fares SPECS w. Koo COMP_., 344 Retaining Wall R446 See "Rood Plans" Top of fill horiz 345 Sta Ahead 445+59.21 Sta Back 445+ 73.26 PCC 447+25.00 Top of fill . $. Romp BA-3 .3 46 .;: ,- Top of fill Cost-in-ploce-- Prestressed Cone Box Girder 4'-0", Typ 6'-6" 5'-6"x8' -3" Column Type 1 WR, Typ I ___ J ____ L ___ 7 I I Lr-,--n -n--n--n --rr L,l L,l L,l L,l u u SECTION A-A 1" -1 o· INDEX TO PLANS SHEET NO. 1 2 3 4 5 6 7 8 9 10 TITLE General Pion Deck Contours F oundotion Plan Abutment Details No.1 Abutment Details No.2 Bent Details No. 1 Bent Details No. 2 Typical Section Girder Layout EB 344+07.00 Elev 75.81 PCC 350+10.09 Joint Seal Assembly (Maximum Movement Roting = 4") NSTRUCTION: ,,,,-V• .,.1~ DATE ~ TRANSPORTATION CORRIDOR AGENCIES GENE FOSTER NO TE All (As-Built) correct101>s arP rlone m ITALICS with RED /NI( ,,.__.,.,NSTRUCTION: l-f)-1, DATE BRIDGE NO. 55-744K TCA CORRIDOR MANAGER POST MILE 23.60 Toe of fill 11 12 13 14 15 16 17 18 Miscellaneous Details Deck Drain Type D-2 Modified Structure Approach Drainage Details Structure Approach Slab Slope Paving-Full Slope Pile Details-Class 100C (Mod) Log of Test Borings 1 Log of Test Borings 2 QCM RELEASE JUN 1 6 fJ95 f'OR CONSTRUCTION For "General Notes", "Standard Plans" and Quantities" see "Deck Contours" sheet BISON AVENUE SB OFF-RAMP SEPARATION GENERAL PLAN ORIGINAL SCALE IN INCHES cu 12-332 DISREGARD PRINTS BEARING REVISION DA TES (PRELIMINARY STAGE ONLY) SHEET Of' FILE ID. 400-14\B3GP PLOT OATE 6/6/1994 PEN TABLE SJH PEN f'OR REDUCED PLANS 0 1 2 EA 102540 EARLIER REVISION DA TES --1 18 Structure approach • 01 I . ..-N • • 87 87 6 Brg Abut 1 • <t_ Bent 2 86 • • 85 • • 85 <t_ Bent 2 <t_ Column 40.0± ~ Typ ELEVATION • Edge of deck 8.3 Edge of deck PLAN 1" = 20· • 0 I . 0 ~ t i----------<t_ Exist 42"0 Water CMCWD rh to be abandoned <t_ Exist 24"¢ Water IRWD to be abandoned--- Ct. Bent 82 81 <t_ Column 0 ELEVATION CE. Column I r-<t_ Bent .3 ~ ~ Typ rh <t_ Abut 4 I I -- I I w 75 r-<t_ Brg to be abandoned ~ <t_ Exist 36"0 Water I -H . 0 .... 74 Abut 4 MWD 1; 1 ;-4.. Exist 24"0 Water IRWO ~ to be abandoned DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO SHEETS 12 ORA 73 21.96/23.64 "It ,...,,... J IVIL 'i°NGINEER <;1.0fESS1 Structure approach ,.. ~ AYMOND M fAR'S 'fA ..... $. Ramp BA-3 Note: PLANS APPROVAL DATE W. KOO & ASSOCIATES, Inc. 792 TOWN AND COUNTRY ROAD ORANGE • CA 92668 l2' No C 049040 "' •P =-9-....:3:;.::0_-.;;.; CIVIL OF C~\. x -Indicates 10' Intervals along~ Bison Avenue SB Off-Romp D -Indicates even foot contours. Contours do not include comber. Contour interval is 0.20' . AS BUILT ■ No Char,g11 □ Changed 11 Mlrt11d As-Bullt Dots: ESTIMATED QUANTITIES PLAN ABUT 4 STRUCTURE EXCAVATION (BRIDGE) STRUCTURE BACKFILL (BRIDGE) FURNISH PILE (CLASS 70C) FURNISH PILE (CLASS 1 OOC) 854 632 842 CY CY LF LF EA EA LB CY CY CY LF LB CY LB LF DESIGN· GENERAL NOTES LOAD FACTOR DESIGN BRIDGE DESIGN SPECIFICATIONS I Lr PLAN -BENT 2 (1983 AASHTO with INTERIMS and REVISIONS by CAL TRANS) DEAD LOAD: Includes 35 psf future wearing surface LIVE LOADING HS 20-44 and Alternative and permit design load SEISMIC LOADING: Peak Rock Acceleration = 0 5 g Depth of Alluvium = 10-80 ft. and TCA Seismic Design Criteria REINFORCED CONCRETE: fy = 60,000 psi fc = 3,250 psi Transverse deck slabs (working stress Design) <t_ Exist 36"¢ Water MWD to be abandoned----- LIMITS OF STRUCTURE BACKFILL No Scale { ;.J 4.. Exist 42"\11 Water ~ to be abandoned PLAN -BENT 3 CMCWD Abut 1 Bent 2 Bent 3 Abut 4 CONCRETE STRENGTH & TYPE LIMITS No Scale LEGEND fs = 20,000 psi --------------, ™ Structure Concrete, Bridge (4,000 psi @ 28 days) I I Structure Concrete, Bridge (3,250 psi @ 28 days) fc = 1,200 psi n = 10 PRESTRESSED CONCRETE: 0NSTRUCTI0N: 1-1-,.11 DATE See "Prestressing Notes" on "Girder Layout" sheet CAI.. nu.~s Ot9'0N O\t:IISIGHf FILE ID. 400-14\B3DC 01 f"\T r'II.Tf:" r; /')t; /1QO.d_ PF"N TARI F c::;,IH PEN SY DESIGN R DETAILS SY G. QUANTITIES av S. ™ Structure Concrete, Bridge Footing (3,250 psi @ 28 days) Hlllllllll Structure Concrete, Approach Slab (.3,250 psi @ 28 days) o,t:O<EO Khalafbe1 K. Wan Buelow o,t:O<EO R. Fores ~ TRANSPORTATION CORRIDOR AGENCIES C>t&O<EO King 8. Simpson ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 I 2 DRIVE CONCRETE PILE (CLASS 70C) Legend Structure backfill -Minimum pipe removal DRIVE CONCRETE PILE (CLASS 100C) PRESTRESSING CAST IN PLACE CONCRETE STRUCTURAL CONCRETE, BRIDGE FOOTING STRUCTURAL CONCRETE, BRIDGE STRUCTURAL CONCRETE, STRUCTURE APPROACH JOINT SEAL ASSEMBLY (MR=2") 3,016 16 56 27,000 224 869 61 GENE FOSTER TCA CORRIDOR cu 12-332 EA 102540 BAR REINFORCING STEEL (BRIDGE) SLOPE PAVING (CONCRETE) MISCELLENOUS MET AL (BRIDGE) CONCRETE BARRIER (TYPE 25 MODIFIED) 55 229,300 24 1,680 806 CALTRANS STANDARD PLANS DATED JULY 1992 ABBREV! ATIONS SYMBOLS PORTLAND CEMENT CONCRETE PAVING DETAILS EXCAVATION AND BACKFILL-LIMITS OF PAYMENT BRIDGE DETAILS BRIDGE DETAILS BRIDGE DETAILS Standard Plan Sheet NO. A10A A108 A35A A62-C 80-1 80-5 80-13 82-8 86-21 87-1 87-6 88-5 811-53 PILE DETAILS-CLASS 45C AND CLASS 70C JOINT SEALS (MAXIMUM MOVEMENT RATING=2") BOX GIRDER DETAILS etoil NO. MANAGER QCM RELEASE AUG tl1M FOR CONSTIWCTI DECK DRAINS TYPE 0-1 AND 0-2 CAST-IN-PLACE PRESTRESSED GIRDER DETAILS CONCRETE BARRIER TYPE 25 BRIDGE NO. 55-744K BISON AVENUE SB OFF-RAMP SEPARATION POST MILE 23.60 DISREGARD PRINTS BEARING EARLIER REVISION DA TES -• DECK CONTOURS REVISION DA TES (PRELIMINARY STAGE ONLY) SHEET OF 2 18 POINT CD N 0 N 0 N 0 N ® N R=601 .75' 340 WWLOL R=5997.25' NORTH 2179819. 406 2179907. 728 2179993. 495 2180057.244 218014 7. 395 0 O> I EAST E 6072151.064 E 6072107.460 E 6072066.824 E 6072037.686 E 6071998.003 Exist Poe Bell (#3005) ----- to be abandoned by Pac Bell ---- Exist 36" DW-MWD (#3003) to be abandoned, coordinate with MWD Exist 24" DW-IRWD (#3006) to be obondoned, coordinote with IRWD -- ---TfLCPHON/: PAC rit--I_ I 342+36.91 POC ~ Rom BA-3 ~--- 443+36. 73 POC ~-Romp MB-4\ -- ---. .341 <t Bent~ 42.50 ~ ---- etoining Woll Se "Rood Pion " ------t\'.3-_ '\ 4 - BC 334+ 72.39 -------- FILE ID /400-14/B:JFP PLOT DATE 6/B/1994 BENCH MARKS The coordinates, distances & bearings shown hereon are grid, based NAO 83, 1988 OC Adjustments. The elevation shown hereon ore based on the USGS Seo Level Dotum 1929, 1976 Orange County AdJustment. BM# SJC 214 ELEV 86.51 FD 2" IP with 2" OCS B C PHOTOGRAMMETRY AS OF DRAWN BY SURVEYED BY J. Strawbridge TRACED SY FIELD OiECKE0 BY H. Sherman CHECKED BY PEN TABLE SJH PEN Notes: T Hatfield L. Withem <E. Bent 3 ----,,., _,./ Sta 343+07 Exist 42" DW-MCWD ( 3002) to be abandoned, coordrnote with MCWD C) /() ) 1 Connect column drain outlets into infiltration basin, see "Rood Plans". 2. For structure backfill and minimum pipe removal limits, see "Limits of Structure Backfill" on "Deck Contours" sheet. BY OIEQ(ED DESIGN R. Khalafbe1 K Wan SY Buelow CHEO<EO R. Fores DETAILS G BY Cttf'.0(£D B. QUANTITIES S. King Simpson ORIGINAL SCALE IN INCHES FOR REDUCED PLANS ~--~ ~-------~----~-.... :.=.:---------48 9 ~-_ Notes: [l[QQJ-Indicates bottom of footing elevation D -Denotes piles. All piles not shown ===== -Existing rood (path) to be abandoned -Direction of drain outlet -• -Denotes electrical pole ~ TRANSPORTATION CORRIDOR AGENCIES GENE FOSTER TCA CORRIDOR MANAGER cu 12-332 0 1 2 J EA 102540 -- BRIDGE NO. 01ST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET TOTAL NO. SHEETS 12 ORA 73 21 96/23 64 PLANS APPROVAL DATE W. KOO & ASSOCIATES, Inc. 792 TOWN AND COUNlftY ROAO ORANGE • CA 92668 R CONSTRUCTION: ,-11 ... ,y DATE 45.9 Sta Ahead 445+59.21 Sta Back 445+ 73.26 --,...,c,__6 - OfESS ~ONO M FAR C 049040 xp __ 9-.... 3 ..... 0_-9 ___ CIVIL OF C~ R=59 7.25' WW LOLI <E. Brg Abut 4 Sto 344+05.50 --~ ---. -\ I --\ ---\--\-------\ \ \ \ ( \ \ \ \ CURVE DATA \ -/ \ $. Romp BA-3 ~ Romp MB-4 0 R -6000' ® R = 2500' t:,, 14• 41 '02" t:,, 11•33•30" -- T -773.09' T -253.02' L -1537. 70' L -504 .33' PCC 350+10 09 Cl No Char.g11 a Changed u M8bd A•Bullt Date: QCM RELEASE AUG 18M FOR CONsTRIJCTiott 55-744K BISON AVENUE SB OFF-RAMP SEPARATION POST MILE 23.60 FOUNDATION PLAN DISREGARD PRINTS BE.A.RING REVISION DA TES (PRELIMINARY STAGE ONLY) SHEET OF EARLIER REVISION DA TES 3 18 ' . ti) r--- aj ..-0 ID II a::: WW LOL ~ Romp BA-3~ I I I 1' -0" I Typ I I I I 16"x14"x4", Typ 1 elastomeric Brg pod, see I "Etostomeric Bearing Pad Detail" , rn I 5' -3" 18'-9" PLAN I II I I I I I I Note: Abut 4 shown, Abut 1 similar C£. 14"0 Formed hole for 6"0 drain pipe 2' -9" • ti) N ,...: 0) en I{) II er WW LOL ... I 0 (D .- __J 0 __J "O QJ '-::, U) 0 QJ ~ ~ Expanded polystyrene ~ some thickness os Brg pod (ot Abut 4 only). For continuation, see "Rood Plans" ~ Romp BA-3 4'-0" I ---' -, _ ~-See 'External Shear Key Detail' on -----I -----~ __ J "Abutment Details No. 2" sheet 2' -0" min cir Slope paving 0 Note: All piles not shown ELEVATION bf-:1f. ~ni/4.i s CALfflANI -0 ~tlGHT - DESIGN ev R. Khalafbei DETAILS 9Y G. Buelow QUANnTlES av s. King FILE ID 400-14\B3AD1 PLOT DATE 6/13/199+ PEN TABLE· SJH PEN #5 r ct Brg Abut I 88 or EB 1'-0" '-6 .. 1'-6" 1 '-0" r@ 1a-----r #8 L@ , 2----a+-' #8 @ 12 --:!tt---- #10 Tot 7 4' -0" " Cir Typ #11 @ 12 #4 @ 18 Slope paving • tot 4 r DIST COUNTY ROUTE 12 ORA 73 PLANS APPROVAL POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 21.96/23.64 fESS/ AYMOND M f"ARES ~ "" C 0490-40 ::OQ 9-30-9 W. 1<00 & ASSOCIATES, Inc. 792 TOWN ANO COUNTRY ROAD ORANGE: • CA 92668 S-/1-94 REV .DATE:: AS BUILT a NoChangee 0 Changed u Mll1old As-Built Date: MOYEMl;NT RATIN(r #6x4'-0" @ 12 __L. C>£0<[l) 1'-6" 'io 1'-9" I io 1'-9" K. 1'-6" 1'-6" Won Ct!EQ<[l) R. Fores c:.ca.m 8. Simpson ORIGINAL SCALE IN INCHES FOR REOUCEO PLANS 3" Cir, t 8" Cir, t 6'-6" I 3 ~ ' I 6'-6" SECTION A-A 3/5" = 1 '-0" 6'-6" 22'~6" 1 '-9" PILE LAYQUT ¼" = 1'-0" LEGEND '-... u u • • I") c.o Class 70C piles Note: Abutment bockwoll shall be placed after stressing is completed ~ Romp BA-3 I <t Brg Abut Edge of galv sheet metal _..-,-- 3" Expanded polystyrene some thickness as brg pod Level 3" ,-1-------.07911 Galvanized sheet metal over brg pad. Coot top of pod SECTION 8-8 with silicone grease 8" 811 .::c2'---<"..+.----,-.,..µ..•2!=-" Abut back wall ~ Brg pod PLAN I N Brg Abut 16"x14"x4", Typ Elastomeric brg pod ELASTOMERIC BEARING PAD DETAIL QCM REl ,: ,",Sf JU)£ f 6 G ½" == 1 '-0" Note: R CONSTRUCTION: r--, L+J Indicates ~ 70 ton vertical pile For Sections C-C and D-D, see "Abutment Details No. 2" sheet ,,,., ,_ ,,,, r--. :;:!;: Indicates ~ 1: 3 70 ton battered pile DATE BRIDGE NO. ~ TRANSPORTATION 55-744K CORRIDOR AGENCIES GENE: F"OSTE:R POST MILE TCA CORRIDOR MANAGER BISON AVENUE SB OFF-RAMP SEPARATION ABUTMENT DETAILS NO. 1 23.60 cu 12-332 OISREGARO PRINTS BEARING REVISION OATES ( RELIMINARY STAGE ONL Yl SHEET OF 0 1 2 EA 102540 EARLIER REVISION OATES 4 18 ------------------------------------ #6 □@ 12 4" cir #5 '.T~@ 6--t---~ N I 1" Expanded polystyrene --t--.._ #4 tot 5 I See Detail 3 8'-0" #8 ~ tot 4 • 1'-0" #4 ;-tot 4 : ~#4 tot 4 I; 1'-8" -#4 ~ tot .3 EXTERNAL SHEAR KEY DETAIL ½" = 1'-0" 1ww LOL ~-./'T--.-- Typ O m It polystyrene Wingwall reinf-+-.;::--1-1-<~ 1" thick polystyrene to separate externol shear key block from bock wall ----------- #6 12·-0·1@ 9 -+--- rc._!4 #5\7@ 9--1- Abut bockwoll reinf ----- ~ ,i_o" #4 f tot 4 SIGN on o•n: FILE ID 400-14\B~AD2 PLOT DATE 6/13/1994 SECTION C-C ½" = 1'-0" 2-#10 Abutment reinf SECTION D-D PEN TABLE SJH PEN 6" Ma~ w--::r--2-#10 • -------#4 0 tot 3 CE_ Brg Abut tot 5 tot 4 1ww LOL ~..,,.__,_ r:...!4 #5\7@ 9 2-#4 #4 tot 3 i£. Brg Abut Barrier not Sh0".ol f #4n@ 1a~ Match top of girder recess See "Detail 1" ---,_..,- 6" TPB ~ro--2-#9 .... I_ -Geocomposite drain J-Htt--#9 @ 9 .___ Back wall Const jt Y:z" Expansion--, joint filler DIST COUNTY ROUTE Jt JI POST MILES TOTAL PROJECT SHEET TOTAL NO, SHEETS ,--,wr::a----a ----Expanded polystyrene@~ 12 ORA 73 REGtSCIVIL EN 21.96/23.64 orEss, YMONO M fAR CE_ Brg Abut Expanded polystyrene same thickness as Brg pad DETAIL 2 ¾" = 1'-0" ---i--Elastomeric Brg pad PLANS APPROVAL DA TE W. KOO & ASSOCJATES. Inc. 792 TOWN ANO COUNTRY flt<MO ORANGE • CA 92668 / Barrier not t. Brg Abut shown , ,, 19 -3 ------.... 7~-------------------- -----~--4----------------------- "' C 049040 "" 9-30-,.. xp, -------Cl \Ill OF C._I. #9 @ 9 inside face Slope paving 'ttt-#4 @ 18 #10 ~-Tot 2--H~ Hl--#4 [J@ 18 2-#10 Top of girder recess r ...--.._ 2 -#4 ~ SECTION E-E Drainage pad see "Structure Approach Drainage Details" sheet II II II __ JI 3'-o" Min r-==-=:r-n~-.-----1----::===::::::::::;:@~~ #10 L_ tot 2 ½" = 1 • -o" -----2-#4 ~ Slope paving pad Blockout for Joint Seal Assembly, - see "Joint Seal Assembly (Maximum Movement Roting = 4") sheet (MR = 2Y2") Structure Approach --t-- ¼" X .3" -....__ exp jt 1" chamfer --r- Abutment backwall-- -3" bonding on smooth finish 1/8" x 12" neoprene strip bonded 3" minimum width each side of joint. Place prior to backfilling the abutment bockwoll and installing the temporary bumper (Fold neoprene into chamfer) JOINT PROTECTION DETAIL 2" Cir • • • • • " • Seo le ¾" = 1 • -0" Match_ girder recess 1" Expanded polystyrene~ 1 ,,---r71 • 0 I Yi' Expansion Jt filler WINGWALL ELEVATION ® 3/8" = 1'-0" Note: For details not shown, see Standard Pion 80-1 6' -0" Transition .._ II I I >-----------, II II II 11 ' II I I PLAN #4 @ 18 outside face RELEASED FOR CONSTRUCTION: /14,,..--.~ J,, 1,.. ,,,,, DATE AS BUILT • NoChangN 0 Changed as llarbd As-Built Date: 1¼"<ilx12" Golv pipe sleeve for MBGR anchor bolts R=2'-8" • m I Top of roadway g" 1'-6" Note: For details not shown see Standard Plan 811-54 6'-0" OUTSIDE ELEVATION DETAIL 1 DETAIL 3 1" = 1'-0" TYPE 25 BARRIER (MODIFIED) END DETAIL 0CM RELEASE AUG taa FOflt CONS'T'RUCTI°" No Scale ½" = 1'-0" BY C>t£0<[0 BRIDGE NO. DESIGN R. Kholafbei K. Wan BISON AVENUE SB OFF-RAMP SEPARATION CHf'.O<co R . ~ TRANSPORTATION 55-744K DETAILS BY G Buelow Fores GENE FOSTER CORRIDOR AGENCIES POST MILE TCA CORRIDOR MANAGER ABUTMENT DETAILS NO. 2 BY 01f()(C0 Simpson 23.60 QUANTITIES s King B. ORIGINAL SCALE IN INCHES cu 12-332 DISREGARD PRINTS BEARING REVISION DA TES (PRELIMINARY STAGE ONL Yl SHEET FOR REDUCED PLANS 0 2 J EA 102540 EARLIER REVISION DA TES 5 OF 18 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO SHEETS #9 @ 12 both ways 12 ORA 73 I 21. 96 /23. 64 ' I l V J I ------ top mat <t Column IO I . ~ ' ' ' . 9iorEss, ' I I - I / " I I . . I ' --...J -I a G ¢ EJ I I 7 " /£ RAYMOND M F \ • • -I ---., } I <E. Bent -~ . -Closs 1 OOC (Mod) piles (tot 28), PLANS APPROVAL DA TE ~ No. C 04904 . 9-30-9 CIVIL . ' • ' ' I I ~ Ir ,,, Top typ ~tirrup spacing symmetrical about <E.. column ' \ ' . - rein forcem en t A @6 I X I ' . \ I r3_ #8 ~5 EACJI DIRECTJON(TOTt>BARS) #11 Bottom AIAY BEND .1. LEG OF 3 BARS TO 90<> IF <t B reinforcement NECESSARY TO KEEP BAR l!VSIOE F0077NG. ~ ical a out <t Bri me Sym tr b dge except cross slope PLAN ¼" = 1'-0" ~5• hook #6:tt=l!@8 <E.. Bridge I _L -EJ I G III -~- /~ ---+ ~ C-f ( \ ent [±] [±] --I -\ J + + "' t----t / G 1 G G I , + -~ + I + I+ l I I ' ' . ' 1'-6" 5 Spaces @ 4'-6" -22' -6" 25' -6" #6 [[]]tot 3 I \ I PILE LAYOUT ¼" = 1'-0" a \. '<t ·-a. (/J @ u:i ~ CALTfllANI FILE: ID, 400-14\838D1 3'-0" #6\@ 9 \-r::o· . . . ' 'i \ . . . -- -- - ---. ---..... .-.. I er- I I I I / ' ' ' - ..s:) .,,........r,::::~ BENT 2 PILE C-1 =/8"LOW PILE REMEDIAL ACTION _______ Spiral may be discontinuous at top of bent cop to allow for h.. placing cop reinforcement. Provide /\\. spiral anchors at ends (15'''"\..._ ..u---r-::.fi11/J Drain pipe ---- Limit of B0-5 or B0-5 5-10 5-11 and distribution rein f #4 U"@ 12 .. min #517@ 12 4" Ir* <t. Bent I 6 @ 4 cont , --#11 cont tot 16 4" Fillet, Typ Const joint I I No lap splices in main column reinf #8 tot 6 (3 at each face) -.-:-::----tl,.._t'..-..- 1'-0" ---#6 dJ] I i ~ I 'V 1, / ' \... • • . Spiral may be discontinuous at top of pile cop to allow for placing footing reinforcement. Provide spiral anchors at ends See Detail 1 on "Bent Details No. 2" sheet Connect drain outlet into infiltration 16'-0" basin, see"Rood Plans" W-+-'+-..1-t. "1T. V _TII 5' #5 J @ 1 2 max spacing eoch way. Hook around top and bottom mots at intersection of bars In top mat Typ J_ 41 .. cir* 3'-9'' 7' -,, --HI-#8 tot 4 ** .J1H--#11 tot 4 3'-9" Omit upper #5 '---./ bars * Clearance to main cop reinf * * Place to clear prestressing ducts SECTION A-A 'so-s\ ½" = 1'-0" _-----_:_ --_ _ . . _ . tL:1 Lt) -- -- 4 ELEVATION ¼" = 1 '-0" f DESIGN DETAILS QUANTITIES av R. Kholofbei IY G. Buelow IY $. King STRUCTION: t -, f./) .. 'fY DATE O£acco K. Won 0£Q((l) R. ~ TRANSPORTATION Fores CORRIDOR AGENCIES GENE FOSTER CHl!:Q((l) TCA CORRIDOR MANAGER 8. Simpson ORIGINAL SCALE IN INCHES cu 12-332 FOR REDUCED PLANS 0 I 2 J EA 102540 V .,,, '-8 : 0 I . <X) ~ [±] II : IO 1 • '<t @ ~ + '<t • u:i I -... 1'-6" • 0 I . ... N - see "Pile Details - Closs 1 OOC" (Mod) sheet #11 @ 6 both ways bottom mot - W. KOO & ASSOCIAT£S, Inc . 792 TOWN ANO COUNTRY ROAD ORANGE • CA 92aee OF C~\. I AS BUILT Q NoChengea ■ Changed 11 Marlald As-Bullt Date: SED FOR CONSTRUCTION: ~-,..,r PROJECT NGINEER DATE <E.. Bent I Limit of /ao-5 or feo-5, #6 @. 4 cont and I 5-10 1 ' -~ • 5-11 I \. ~ -distribution reinf -#4U"@12~ - ' _"'\" min 1 • -o" ', '~ ---~ ' 16'-0" V Typ 3" 3" ='--- 4" cir* I / ----· • -. . ............ . . ¥' ,-,. • - I ~ ~; • i,-• I ' .. ._ i ~ .....JI ~ 4½" I cir* 3'-9" 3' -9" 7'-F," . Omit upper #5 \ 1 bars 1-4---- v-#11 co ~ nt tot 16 , .. . . ~4" Fille t, Typ joint 9135" Hook, l~const #6 #11 tot 4 --• - * Clearance to main cap reinf ** Place to clear prestressing ducts SECTION 8-8 so-5 ½" = 1'-0" QCM REL£AS£ JUN t 6 895 FOR CONSTRUCTION. Note: For Section C-C, see "Bent Details No. 2" sheet BRIDGE NO. 55-744K BISON AVENUE SB OFF-RAMP SEPARATION POST MILE 23.60 BENT DETAILS NO. 1 DISREGARD PRINTS BEARING EARLIER REVISION OATES REVISION DA TES PRELIMINARY STAGE ONLY) SHEET OF 6 18 Ir.,/-,, .,. CA1.l1<AN9 0C !ICN 0,, D•TI! • lO I .LI) rDRAINPIPE <E. Column 8'-3" 2" Cir Typ #11 tot 62 CE. Bent Spirals @ 4 rain pipe #8 tot 14 **;---fJ> SECTION C-C *** #8 Interlocking bars shall extend into bent and pile cap same distance as spirals ·~ \ ( PER FM# 2-~3/) ORAINP/PEE/VTERSCOL.VNNCOREFROMBOT.1/ DIREC770NS, Ct/TZCOLVM'NBARS{MAX.) FOR EACIIDRAIN PIP£. SPIRAi. AfVSTCOAfPL.Y WIT/I DETAIL .1 AS Sf/011/N BEL.OH< Move column main reinf over enough to clear dro in pipe by 1" without violot1 ·ng minimum bar space with ad jocen t Column main reinf . ,) --I I I I I I I I I I -~ a:::» -A • • • ' > ( J ~- • • • ,1.,1, ~ IC> d:i> I I I I I DETAIL 1 No Scale ~, 5 ... ~~ . ~ \11 Droi . n pipe Bundle 2 turns of spiral above and belo w pipe. Spiral may be spread o r may be terminated ption of the contractor. at the o DESIGN DETAILS QUANTITIES IY R. Khalafbei BY G. Buelow IT S, King C>€0<f0 K. Won CHECICCO R. Fores QCQ<l'.O 8. Simpson DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 21.96/23.64 iorEss, ~ AYMOtlD M. r ,.. lit No. C 049040 ::o PLANS APPROVAL DA TE W. KOO & ASSOCIATES, Inc. 792 TOWN AND COUNTRY "OAO ORANGE • CA 92868 ED FOR CONSTRUCTION: . • -' NEER , .. 1,.,,y DATE 13-11-'llf ORl&INAL.. l!:6lJE. ONSTRUCTION: 9-30-9 } ,_,.,!$ DATE .,----,,-----<: 7 5 % pen min Start of pitch when weld is used to anchor spiral unit 45• Direction of Weld 1- 12" min. lop length Run off end of bar 11 ½" as shown Direction of Weld Run off end of -~r---' 5" lop bar bar as shown #4, #5, &#6 reinf only Notes: 1. Butt weld to be mode first 2. Butt weld to be in flat or horizontal position. Note: Flore weld to be mode in direction shown 3. Lop bar centered on splice. 4. Flore weld to be mode in direction shown. Sto used M WELDED LAP SPLICE AND ANCHOR 5. Lop bar equal in size to spiral bar. of pitch w n anchor spI HANICAL L LICE VEE GROOVE WELDED SPLICE ·~~~clip shown for T" ,pie only , ( Some size, spacing ~p )'>--~\ _ as 1 spiral shown on and material plans. Individual hoops, mode continuous with 100% penetration welds, may be substituted for spirals. BUTT WELDED CONTINUOUS HOOP BAR SPIRAL SPLICE & SPIRAL ANCHOR AND HOOP DETAIL No Scole BRIDGE NO. AS BUILT ONoQlangll • Changed 1.1 ll11IDld As-Bullt Dote: QCM RELEASE JUN I 6 tm F'OR CONSTRUCTIOI'( ~ TRANSPORTATION 55-744K BISON AVENUE SB OFF-RAMP SEPARATION CORRIDOR AGENCIES GENE F'OSTER POST MILE TCA CORRIDOR MANAGER 23.60 BENT DETAILS NO. 2 ORIGINAL SCALE IN INCHES cu 12-JJ2 DISREGARD PRINTS BEARING REVISION DA TES (PRELIMINARY STAGE ONLY) SHEET OF F'OR REDUCED PLANS 0 1 2 3 EA 102540 EARLIER REVISION DA TES .. 7 18 #5 Cont 27'-6" 1'-9" 12' -0" 't. Bridge 8' -0" Profile Grode ~ Ramp BA-3 4' -0" 1 '-9" #9x60' tot 14 <E. Bent 2 -0"~ 30'-0" 30'-0" 35'-0" ( Edge of deck ~. ' ,,,.. . j <E. Bent 3 25'-0" #9x60' -0" ot 14 Vt . , , - . DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO SHEETS 12 ORA 73 21.96/23.64 ,:; AYMOND M r ,..., 1st No. C 049040 "" PLANS APPROVAL DA TE •P 9-30-9 W. KOO & ASSOCIATES, Inc. 792 TOWN AND COUNTRY ROAD ORANGE • CA 92668 6'-6" Concrete barrier Type 25 (Mod), Typ 25'-0" 35' -0" '--Edge of deck .30' -0" 30'-0" 6'-2" 1 '-0' Typ ¾" Drip groove, Typ " Typ 1'-0" 51/2" TYPICAL SECTION ¼" = 1'-0" 1'-7" 1'-7" #4 @ 18 max #4 Cont tot 4* per boy * 5 Cont tot 7 per boy 6" Typ #7 Cont, typ 2" cl r 2½" #8 tot 2 cir ¾"x10" Beveled recess, Typ #6 """ / s::.@ or Place parallel and spaced along :e. Romp BA-3 radially Const jt, typ #4@ 9 21 "cir per girder #5 St1rrup@Typ #4 @ 12 #5~or LJ #4 @ 12 X/2 #5 Tot 5 per boy~-' stagger as X shown Add'! bottom longitudinal reinf X • Regular reinforcement o Additional reinforcement #9 Cont, Typ * Indicates distribution reinforcement X Indicates equal spacing TYPICAL SECTION ½" = 1'-0" 2½" cir #8 cont, Typ 11/,( cir BY CHE:O<ED ~ #8x60' -0" / tot 10 I <E.. Bent 2 20' -0" 40'-0" I • I I . -- 25' -0" 35' -0" TOP ,,. <E. Ext girder 1, - (<E. Ext girder BOTTOM <E. Bent 3 40'-Q" 20'-0" - t \ \ . \ - 35'-o" 25'-o" #8x60' -0" tot 10 Note: No lop or mechanical splices allowed ~, S=13 ADDITIONAL LONGITUDINAL REINFORCEMENT Concrete barrier ~ Type 25 Modified (typ) Q #5 cont, tot 2 No Scale 6" 17!._E TO AS-BI/ILTO.RJ-f'GS C,/19/:J<::, #5 :fl@ 12 (11017Et.LJAfE.#0£SSllED) ~I ------ 41/; #8 TRANSVERSE------------~1--1,1 I/SE TYPE ''B''.scAt. @ABur#4 #5 @ 12 21 -61 ' #5 6"1 @ 12 Pres tress I 88-5 I grill age Recess for P /S anchorage <E. Brg Abut .3" Cir '-6" Limits of transverse deck reinf 80-5 or 80-5 and distribution bars 5-10 5-11 "---4" Fillet --#8 tot 4 rtr------#6 CJ @ 1 2 m a·-o· #5 , I~ @ 6 lace parallel to girders nd space along <£. Brg Abut ( PER FM# 2-11~) STD. /ltJOKLENGTf/OFltJ",,WAYBE USEOINL/Et/OFTIIESPECIFIED 2 '-0 "LENGTH. 1 ½" Cir .,1----,.-..-il-Typ::_:_--#8 ~tot 4 AS BUILT 4" Min a N0Ct1ang11 END DIAPHRAGM AT ABUT £ "' , ' B0-5 88-5 ½" = 1'-0" NSTRUCTION: 1-12 .. ,r GINEER DATE BRIDGE NO. a Changed 11 Mlrkld As-Built Doto: QOM RELEASE AUG 111M FOR CONSTRUCTIOtt 1;;1. :1~2 DESIGN R Kholafbei K. Won BISON :s: BY G CHE:O<ED R. Fares ~ TRANSPORTATION 55-744K DETAILS Buelow GENE FOSTER AVENUE SB OFF-RAMP SEPARATION CI.I.Tft t FILE ID 400-\ 4'\B:!ITS PLOT DATE 6/8/1994 PEN TABLE· SJH PEN QUANTITIES 8Y s. King CHE:O<ED B • Simpson CORRIDOR AGENCIES ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 3 f>OST MILE TCA CORRIDOR MANAGER 23.60 TYPICAL SECTION cu 12-.3.32 DISREGARD PRINTS BEARING REVISION DA TES (PRELIMINARY STAGE ONLY) SHEET Of EA 102540 EARLIER REVISION DA TES 8 18 340 $. Ram Center of gravity of pres tressing force • ,.... ,.... t I <.O -H .I') CE. Brg Abut 1 j__ --------- L 16'-0" Flare Legend Deck reinf Bent 2 @or~j Edge of deck ----&-----4----,----- ~-CE. Deck Drain Type 0-2 (mod) Sta 341 +20 Edge of deck <E. Deck Orain-..i Type D-2 (mod) Sta 342+50 't. Bent 3 ~" dra.111 r1~ lb- ~ Deck Droifl Type -G-2 (m0d) -Sta 343 I 97 ~ (DEt.ETE) " (PER F#·-tr2-?05) 16'-o lore -t Abut 4 Chamber line 0 0 0 0 0 0 0 0 CX) 0 0 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 21.96/23.64 PLANS APPROVAL OATE W. KOO & ASSOCIATES, Inc. 792 TOWN ANO COUNTRY ROAD ORANGE • CA 92668 <.O N 0 CX) 0 0 0 0 0 orEss,a \'MON} M, F .., -----(" C 049040 "' 9-30-* CIVIL OF C~\. 0 0 0 0 Indicates girder flare width in inches & DECk' DRA/N TYPED-2 {HOD) SM. 3421-90 ci ci ci ci ci ci 0 0 c:i ci ci ci '<t' Profile lin,~e~Ll_j_~L~l-j~===~==!=========:=:::::::::~l~l-~L~l-J~ ---Denotes direction of flow in drain pipe Note: For Deck Drain Type D-2 (Mod), see "Miscellaneous Details" sheet Point of inflection ' Typ ~ CE. Brg Abut 1 39'-5" \ 21'-8" I ' ~ I I ~ 1 I 16' -0' / Typ I I I / ' I / I j, . / I • <.O I') V I I • . . k N '<t' I') I I in 3" ii I I #5 ()TOT 7 _/: I i' ;::cJRNELJ/10{.E ~ Z"CiEAR ARu'VAIO 0/4½1/N RP£ OECKDRA/N~PE/'HRYX/GHBENTCAP , Bent 2 ( .N~ SCAt.E) CE. Bent 3 82' -6" 24' -9" 24'-9" 21 '-8" ~ ~ I ~ I -OU I 1'-0" 'i 16'-0' v/ Typ I 0i I A I I __/ I / / I I 0 ,/ -v I I /1 r') ,/ I I 0 '<t' ~ v , I • 1'-3" I") v I in 3" 3" 3" ,.... -:::, .0 <( CJI ,.... en ~ 59' -7'' ~ Brg I ~ I • ,.... I ,.... I r'") / ; I I lO I N 3" lyp C 0 0. (/) :,t- ~ Abut 4 • (0 +I C N C 0 0 0. -(/) C (I) ;>;t. Ol & C 0 0. (/) $t. C 0 C 0 (/) CAMBER DIAGRAM No Scale I') -C (I) CD ~ Note: Does not include allowance for folsework settlement. PRESTRESSING NOTES 270 KSI Low Relaxation Strand: ~ock - Anchor Set - Total Number of Girders - Friction Curvoture Coefficent JJ - C C 0 0 -0. 0. ::, (/) (/) .0 <( ~ ;>;t. O> ..... CD ~ AS BUILT □ NoChangN • Changed as llarllad As-Bullt Date: ---- 4,380 kips J/8" in 3 0.20 #~O,\~ I Strirrups Spacing @ 18 max 24@ 9 @ 18 max 24@ 9 @ 18 max 20 @ 12 Friction Wobble Coefficient K -0.00 __/-,f.11_.~ e ... ~ ,;••,,.., 90H C1" DATt~~ f '14'= FILE ID 400-14\83GL i:,1 nT nllTf:' ,-,/A/1QQ4. s PEN TABLE SJH PEN 15 @ 12 ) (30 @ 6 LONGITUDINAL SECTION No Scale •• CH[Q([D DESIGN R. Kholofbei K. Wan CHECICED R. ~ TRANSPORTATION DETAILS •• G. Buelow Fares CORRIDOR AGENCIES QUANnTIES •• S. King CHECl<CD B. Simpson ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 J Theoretical point of no movement for one end stressing STRUCTION: GENE FOSTER TCA CORRIDOR MANAGER cu 12-332 EA 102540 Distribution of prestress force (P Jock ) between girders shall not exceed the ratio of 3: 2. Maximum final force variation between girders shall not exceed 725k. 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 IZJ = .842 times jocking stress One end stressing shall be performed at Abut 1. ,.,. '" CONSTRUCTION: 1-11-,r - QCM .RELEASE JUN 16 8 f'OR CONSTRUCTION DATE DATE BRIDGE NO. 55-744K BISON AVENUE SB OFF-RAMP SEPARATION POST MILE 23.60 GIRDER LAYOUT DISREGARD PRINTS BEARING RE\11S10N OATES (PRELIMINARY STAGE ONLY) SHEET OF EARLIER RE\11SION DA TES 9 18 SIGN orr 0•1t fll.E 10, l'l.Oi DA it: l z {z 5 PLAN Ploc, onchor bolf1 f,r Cov,rr_:ll.~-7_\_~:--r--r1--7 ,n 11pprot1chlnf fro(llt: ,nr/,.. .., I rot:• of---l Barr/or - SKEW ~o @) I, ,n @) I I ~ Ill ® I I : Ill I I I I I I I 20° I I I I I DIST COUNTY ROUTE 12 ORA 73 POST !JILES TOTAL PROJECT 21.96/23.64 SHEET TOTAL NO. SHEETS • Joint ~---,✓- Information "a" Dimensions -.------,~ rrss, 0 'IMOND U. r A .c: ... 0, C: • .J • . r ..... > ,, ovemen -B -Location Roting (MR) Abut 1 2}'.z" " ANCHOR STUD fJ1 A·J25 b1/11, Ji•• nocla. T1r,u, I• 150 11.,., ----- I Normal lo olnl Skew Winter o· I !/41 • " Summer Spring & foll ) ~· I" .. " PLANS APPROVAL DA TE W. KOO & ASSOCIATES, Inc. 792 TOWN AND COUNTRY ROAD ORANGE • CA 92668 ~ No. C 049040 \;;; 9-30-9 li"fZI R•ce••ed hol•-Typ i"fZI Hof• In Bar REL SED FOR CONSTRUCTION: r--Z{'-fS I d Angl•s-Typ ~, r:Top of Deck DATE BOL T ct PLA TE LA YOUT I .J. JU ' IL 4x.3~ ::-:t,;~ro~ U,, l~1lollol/on boll• t,tltnded )"min ond cool rllh /Jond br,ok,r, Afl,r concr, t, hos curod, r1•or1 lnslollol/011 bolls, ln1l0II A-J25 bolls ond 1h1•I noopr,n,. SECTION 0-0 -df5? 8" r--, I I I I • I ,--f--t 1------, I I I I I I ,...i..._ .. ---r'" ....... !t-- - --f l~f I I' 't I '---' _ I I - VIEW B-B • ,. .. /0" Cover fl -n,· " tJ· .,,,,, sh•• t n,opr,n• Ft1c1. of Barrl,r ~ Top of dtck") t&" Gop --• l=========j L4x.5xl ~ Stop on high sldo --='-CY o/ dick HIGH SIDE BARRIER DETAIL PEN i ABLE: sj9 pen B" ,o .. 2" 2" SKEW > 20° : , .. Chamfer I I I I I z• .,,,. i"K9• anchor studs (! 9•~ I B•nd to cl•or povln9 I notch or wh,n r•qulr,d I c: I• or tr,,J l i"x/2" anchor studs Q 9"z I t..---Ctosure Pour Limit, I --+-r-Tock .,,,/d nu/ lo ongl• ol 2 lr>colo/0111. I I at closur, pour,..:_ __ ~:---~: Povin9 notch or I I Closur, .Pour Limits----.. I I r:-:..-+~:---_..-i .. xe" anchor stLd. Q 9":J: {5" long L:.----I '-.. In o v•rhong} j "-...Jit"x/3" wld• •hoot A,opr•n• I . VIEW C-C Cover S,, ~Pl11n Boll o Pt11t, L oyoul ___ --.., R ='l '' Cover fl ff x tJ• wld• 1h••I noopr,n• '-i I I I Cover FE.-Bor 6xt,.. J B I I I I I I I \.. ___ ., I I '-. I ____ _, z ,. {.r 5 /nltlat Pour Limits SECTION E-E ~ . J.lo/ch slop, of Barri•r or Curb face -/i• Gap 4xi" Cov•r -/i• Gop 4>7 S,, •Pton Bolt d Plot, Bor 4 " 'l I/ ______ ,, ------✓ 1-(f_B_lj_>_._ I'-.-_-_-_-_----6=-.. _ -_ -_ -_____ ...;_~,--'7it .. " 1.3" w Id• sh•• t n, opron • -~ ©►1•-5 -" ~-1 LOW SIDE BARRIER DETAIL SIDEWALK DETAIL (S•• Nol• "B") (S•• Not• "B") BY C>itO<tO DESIGN R. Kholafbei K. Won ~ TRANSPORTATION av G. Oi(Cl<EO R. DETAILS Buelow Fores GENE FOSTER CORRIDOR AGENCIES TCA CORRIDOR av CHtO<EO B. Simpson QUANTITIES s. King ORIGINAL SCALE IN INCHES cu 12-332 roR REDUCED PLANS D I 2 3 EA 102540 ,,,.--J.-Mal,::h •xlslln9 Joint width for closur• pour .-.--4.--~ I 1.5" OK ~-.. , SECTION. A-A Notos I B07TtJU OF BLOCKOt/T I AS BUILT ■ N0Chang11 Cl Changed 11 Marad As-Built Datt: Nolt Slo99or anchor c,nt,r, lhu11 • 9"z f"u/1 penelrallon bull weld1 may be sub1tllul1d for flll•I weld1 on all ont:hor studs, Allornot, lyp•s of anchor studs •ay be p•rmlll•d 1ubj1cl lo lh• approval by tho Enginoer. Jolnl s,al os,ombly to bo usod In conJuncllon wllh t:losur• pour-, {So, other shoots for /1111/1-,), Clo1ur• pour shall not b• ploc•d until flnol dick sur(oc, Is within lho loloronc• 1poclfl•d. Joint soot a,s,,-bly lo bo fobrlcol,d In 14' 11111,r t,ngths, Uso Joint al crown of roodwoy, ol ony chon9• In /rons11,rse slope In dtt:lt and ot cht1n9•• In horlzontol direction. Place olhor Joint, at or neor Ion• I/nos. All molal ports lo b• 9ol11onlzed ollar lobrlt:otlon, Sh,,t noopr,n, 1hol/ bo f11brlcol1d In •n• conllnuou1 pl•c• or Joints sholl b, 11ulconlzod, Neopr•n• sholl bo fobrlcol,d lo bond around t:orn,rs. 1• hol,s In noopron• shoots shall be drilled or punched 10 tho/ lho naopr•n• Is not dlslorled ol lho limo of lnslallollon, Not,-"A" /111,rl o,,,.,bly or •xpons/1>11 onchorog, for i" x 12" A-325 b o If. Nol• "B" •., U1, lho Sld,wolk Dola/1 of o/1 sld,walk Joint,. Us, lh• Borr/er Detail 111 both sldos If lh• road""Y Is crowned or II tho dltf,r,nce In el,vollon b,J.,,••n tho ond1 of lho sool 11 0.5' or l111. MANAGER BRIDGE NO. 55-744K BISON AVENUE SB OFF-RAMP. SEPARATION POST MILE 23.60 JOINT SEAL ASSEMBLY (MAXIMUM MOVEMENT RATING= 4") RE"1SION DA TES (PRELIMINARY STAGE ONLY) DISREGARD PRINTS BEARING EARLIER REVISION DA TES -► SHEET or 10 18 ~f CAL 111:ANP ltC»I SION Off DATE FILE 10 400-14\B3MD PLOT DATE 6/8/1994 #5 Otot 3 10'-0" Max spacing Top of footing <E.. Brg Abut 4 Win wall Limits of geocomposite drain Structure approach slab 1' O" r ;...,_ _________________ 4---_.,__ __ +-, • • • r I I --1Drainage pad see "Structure Appraac Drainage Details" sheet ----Geocomposite drain OEC);ORAl/1/ ' i "S -..._ _ __.._ See tructure Approach Drainage Details" sheet ---....._ 3"0 slotted 2· -0" drain pipe Below finished grade ELJCE {}F OECK SECTION AT DRAIN PIPE -ABUT 4 1'-3¾." x '-5¼" Grate See "Deck D ·n Type 0-2 modified" sheet Top of deck 6"¢ X 2'-0" Steel pipe g" Type 25 Barrier (Mod) ---, 1" cir to frame 2 '-0" TYP AS BUILT 0 NoChangu • Changed as Maaud As-Built D::te: DIST COUNTY ROUTE 12 ORA 73 PLANS APPROVAL DATE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 21.96/23.64 orEss, YM()() M. f W. KOO & ASSOCIATES, Inc. . c .. 9-30- CtVIL OF C~\. ~ 792 TOWN ANO COUNTRY ROAD ( _.,.. ~\.,,------>-·-··v---.... _. '•"-"aR_A,....N_G_E-....,,.•=---c-A_9_26_6_a _________ __. '-'v --· -........._ ......... -""'-..... --''-' ... ---- ( "-V ..--.,..l:'""·-~ .. -.... ........,V"_, ___ . ( ? \._ WINGW ALL DETAIL NTS WITHOUT FOOTING WITH FOOTING Abut Approach Slob 1:r Slope <Typ> r Roadway Embankment , or Original Ground <Typ) ~ l-11 -0"CTyp) ABUTMENT DETAIL NTS I I Stn.1G-ture Backfill ~\\\1 Select Backfill MODIFIED LIMITS OF STRUCTURE EXCAVATION & BACKFILL ( ( ( ( I "-<': \ I I ) Match slope of soffit For Details Not Shown See e~, Re~'---"---"-----ill --"-----~ ( ~~ ' ,, -5 PEN TABLE SJH PEN Blank bolt---,,----...- }'i'¢x12", ¼ le. ---t---<r--<-- T yp '>--~-../ ¼ ie. ------tti=~-=:==~-:::::J;;;;~=-=~==J Full enetration butt weld 2" 5 I ::::--.--i I• equa spaces 2· -9" FRAME Notes 1. Far details not shown, see "Deck Drain Type D-2 Modified" sheet 2. The above details supersede "Section A-A" and "Frame" detail on D-2 modified" sheet. Type DECK DRAIN-TYPE D-2 (MOD) h-_ _______,·"'-----\_,__ ~----- 1" = 1'-0" ~-if ~-~ -------------- IY CHEO<t:o DESIGN R. Khalafbei K. Wan IY G. CHEQCED R. ~ DETAILS Buelow Fores QUANTITIES •• S. King Qi[QCED 8, Simpson ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 TRANSPORTATION CORRIDOR AGENCIES 1 2 J •a • • • • . • . Welded linked ½" 0 eye rods Provide lock washer • •• • • at both sides ----- . • . • • A • • •• • • E • I") • 0 I -.- PIPE HANGER No Scale BRIDGE NO. 55-744K GENE FOSTER POST MILE TCA CORRIDOR MANAGER 23.60 ;. • • •• • •• 12-21-94 STRUCTURE EXC. & BACKFILL ABUTMENT APPROACHES ORIGINAL ISSUE RELl!ASED FOR CONSTRUCTION A:t.1-1,- DATE ------[}) Deck drain . pipe RE ASED FOR CONSTRUCTION: '1-1,.,~ DATE QCM REL£AS£ JUN 1 6 895 FOR CONSTRUCTION BISON AVENUE SB OFF-RAMP SEPARATION MISCELLANEOUS DETAILS SHEET Of' cu 12-.3.32 DISREGARD PRINTS BEARING REVISION DA TES (PRELIMINARY STAGE ONLY) 11 18 EA 102540 EARLIER REVISION DA TES l Bent Ben! 0 ttt=ll=tt=ll=IF~-=-A roi I or curb NO SKEW SKEW TO Z0° SKEW OVER Z0° PLAN-DECK DRAIN ASSEMBLY ¼ Bent le. ,,-face al barrier Slope toward drain Maleh slope ol sollit I ' -4!" 9" _!IN N SECTION A-A B 2 1 I I • 4 J., . ' -IN a. >-. - . C ~-- :::,; ' 0 Top of deck Seal by caulking 6"0 X 2' -Q" Steel pipe ( I y P ) I '-0" DECK DRAIN ASSEMBLY DETAIL a" benl threaded rod with I hex nut and It" DD washer. Tockweld nut to rod. I. ' -IN \ ... _ .... I ' -4" Top of deck I '-O" ', il ~-~ Oeloi I A ( lyp) ¼ It .I SECTION B-B I .. n ~10) tn skew I~ ,b;jrJ SECTION C-C Slope deck !award drain Motch slope of soffif \ DRAIN FLUSH WITH OVERHANG f4~Tot 3 /Slope deck N toward drain 6" \ DIST. COUNTY ROUTE POST MILES SHEET TOT AL TOTAL PROJECT NO, SHEETS 12 ORA 73 21.96/23.64 PLANS APPROVAL DATE Apply adhesive sealant on pipe to sea I Jo in I . Secure ea~ h end lo pipe wilh 3-110-24 x 2"self head screws. I I YMOND I.I FARE . c 049040 il . ll-.30-96 it !VIL /J--1 CAL\f periphery of sleeve lapping hex DRAIN WITH HAUNCHED OVERHANG SLEEVE CONNECTION ELEVATION-DECK DRAIN LOCATIONS ~it Bent ~ B or 2 X X - a. 'o ' >-. ~ / I- • ~ , a-• t .. -0 - Ty fl 1'. I" V jJ L Typ Bar j x fs x I '-3(' s lD I I f "1~----- 1 '.l.:..y'-,----.. I\ ,_ __ _ ~, \ \ r--- \ \ \ -.I \ \ \ '-- I go• H-----f--Slal ion shown on General Pion if drain location i!f_ other than t benf VERTICAL HORIZONTAL AS BUILT DRAIN PIPE ALIGNMENT ■ NoChangaa or t x 2 x -2 t" R Lock bar~ x ! x I" GRATE 0 Changed as ll■bcl I" OD Spring 113 W&M gage stainless steel, 2" free length. Spring constant of 24 lbs/in. Spring lo have flat ground ends. . C t 0 OS 050 2139 IC.400 •/99) Bar I ~ x ¾ x O ' - I ~" w i th ft" 0 ho I e :--rr---e I¼" See "Lock Bar" deta1 I DETAIL A I '-6" ------------- VIEW 0-0 " s Blank bolt ~"0 X 12" 22 X 2 X ¾ )( I • -4 .. Typ. Blank boll ~"0 x 12", lol 6 (typical) ~r I lD I • ~L SECTION E-E full penetration butt weld DESIGN OY •• DETAILS OY QUANTITIES S. D. Wiman G. C. Williford LOCK BAR Typ. ¼ ~ ¾ ff_ Attach lo inside face of bent -.----ii,---.,,,.._,-wa 111 w i th ~" >< I!" straps w i f h 2-2" metal expansion anchors ~I0'-0" maximum centers Be I I recess Gutter grade ,__....__ ' j-----Pl ace p I pe as near (. I of column as possible---- I I 6":f --1I Finish Grade As-Built Date: ___ _ ,----Sidewalk or Island L 22 x C. x¼ x 1•..:4" 6" Plastic pipe t• Typical AT COLUMN TYPE BENT ABOVE GROUND --------- 2" .~ .. , lyp. B¼" FRAME CIIECKEO M. Lewis CHECIUO M. Lewis CJfECKEO ORIGINAL SCALE IN INCHES fOR REDUCED PLANS 0 AT WALL TYPE BENT ,AT COLUMN TYPE BENT UNDER CURB STATE OF CAL IF ORN IA DEPARTMENT OF TRANSPORTATION 2 3 NOTES: DRAIN OUTLET Al I pipe to be 6"0 x 0. 135" welded steel pipe except as noted and galvanized if not encased in concrete. Fillings and bends shal I hove a minimum wal I thickness of k: Al I joints or connections lo be butt welded or connected by a steel pipe sleeve and lo be smooth throughout inside of pipe except as noted, Al I bends to be on f '-6" min. radius measured along If. pipe. Al I bends to be smooth. Pipes not encased in concrele to be supported by suitable galvanized hangers QIO'-O" maximum spacing throughout. Galvanize deck drain assembly after fabrication. &RIDGE NO. QCM RELEASE "AUS 118 FOR 00NSTRUCTIOfl DIVISION OF STRUCTURES 55-744K BISON AVENUE SB OFF-RAMP SEPARATION STRUCTURE DESIGN cu 12-332 EA 102540 POST lllLE 23.60 DECK DRAIN TYPE 0-2 MODIFIED DISREGARD PRINTS &EARING EARLIER REVISION OATES --- AEVIIIDH D.UEI (fl'ffELIMJNAftY STAGE ONLY) SHEET Of'" !H0-!11 12 18 E Q.) ..... (/) 0 C 0 .... 0 '+- 0 (/) ..... E ....J 0 0... E Wingwall Cap End Approach SI ab ~ ;,_--Geocompos1te Drain Wingwoll ----r--Outlets, see "Road Plan" ~ Toe of Slope ~-3" Plastic Pipe (Slotted) 1'-0" See "Abutment Drainage Detail"-~ \ Structure Approach Slab 2'-0" Below Finished Grade Cap end 3" Slotted plastic pipe 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 ()rESSJ 2; RAYMOND M. FAR w °' No C 04 9040 PLANS APPROVAL DATE 9-30-96 W. KOO & ASSOCIATES, Inc. CIVIL OF Cf.l-792 TOWN ANO COUNTRY ROAD ORANGE • C.A 92668 AS BUILT ■ NoChangae Q Changed as Maltllld As-Built Date: Toe of Slope *6 x 4' Tot 2 1'-0" ' I 2'-0" TYPICAL PLAN No Scale L..---;;?' ___ Bend Reinforcing To Avoid Pipes Optional Const Joint - 0 0 ;------+-+-------t--t----+--::=~T op of F oot1ng SECTION H-H No Scale l;;t ?I:~~ s C"'-TSWION Ji.'£(~ SIG~F OAlE~Zy u FILE ID 400-14,B3SAO SHT r"II J"\T r"'\ ATC" t:! /Q JOA Geocompos1te Drain TPB - 0 -,- SECTION F-F No Scale 6" Overlap ~-Filter Fabric Geocompos1te Drain TPB - 0 -..... 6" Overlap ------Filter fabric 3" ♦ Plastic Pipe (Slotted) --~ 3" + Plastic Pipe (Unslotted) _ __,, NOTE· Bends And Junctions In 3" Plastic Pipe Are 30" Radius Min Optional Const Joint ------... Geocompos1te Drain F1n1shed Grade ~ 3 4 It 4" Top of Abutment Footing Drainage Pad <Minor Concrete) DESIGN BV 4 It 1'-0" I ~---3" + Plastic Pipe (Slotted) 3" Plastic Pipe (Slotted)--~ WITHOUT FOOTING ABUTMENT DRAINAGE DETAIL No Scale CHECKED K Wang R. Khalafbeig1 BV CHECKED R Fares DETAILS J Groh am ., CHECKED B ~ TRANSPORTATION 1------+---------+-----------1 ~-.....-CORRIDOR AGENCIES QUANTITIES R. Khalafbeig1 Simpson ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 3 3" + Plastic Pipe 1'-0" (Unslotted) ~------~ Top of abut footing WITH FOOTING c-l R~SED FOR CONSTRUCTION: ~.tr -1' ., ~ ,_,,.,,y 1 PROJECT ENGINEER DATE Edge of abut footing - . l Outlets, See ~ "Rood Plans" SECTION E-E No Scale QCM RELEASE AU81aa PtlR CONsTIU:noft BRIDGE NO, 55-744K BISON AVENUE SB OFF-RAMP SEPARATION GENE FOSTER TCA CORRIDOR MANAGER cu 12-332 EA 102540 POST MILE 23.60 STRUCTURE APPROACH DRAINAGE DETAILS DISREGARD PRINTS BEARING EARLIER REVISION OATES-• REVISION OATES (PRELIMINARY STAGE ONLY> SHEET OF 13 18 r--------------------------------------------------------------------------------,r-----,----,------.----------POST MILES SHEET TOTAL Lane Line, typ C = = = 30'-0" C: ...... 0 0 ~ CJ) ""O C C -w3 Edge of Deck Front Face / of Barr1erY Wingwall Layout Line (Typ) SKEW > 20• Bridge Deck Front Face of Barrier Edge of Deck I-_-_-_-_ -_1 30'-0" W1ngwall Layout Line, typ Longitudinal Const Joint (See Note 1) ---------------Ct_ Bridge ...... 0 0 ~ ""O CJ) C S'. w 3 SKEW < 20• 1x12 Treated Timber Place Outside Timber Only Where Ground Line Is Above Top of Wingwall. Do Not Attach Rigidly to Wingwall <Note 2) W1ngwall Layout Line NOTES· • • 3'-0" WW LOL D 1ST COUNTY ROUTE TOTAL PROJECT NO, SHEETS 12 ORA 73 -Concrete Barrier (Typ) Type 25 Modified --o---Barrier Reinf • • SECTION 8-8 No Scale *6 X 10'-0" © 6 Structure Approach - 0 PLANS APPROVAL DATE W. KOO &. ASSOCIATES, Inc. 792 TOWN AND COUNTRY ROAD ORANGE • CA 92668 Treated Permeable Base <TPB) Remove All Farming Material Above Wingwall Before Placing Backfill Against Top Outer Face of Wingwall Geocomposite Drain See "Structure Approach Drainage Details" ll_OfESS/ 0 RAYMOND t.t FARES <" ...... ,.., "" No C 049040 '° 9-30-96 CIVIL OF C~\. PLAN 1 Longitudinal Construction Joints Shall Be Located on Lane Lines When Permitted By The Engineer. No Scale 2 1" x 12" Inside timber to extend full length of wingwall Pay Limits For Structural Concrete, Approach Slab *5 Tot 4 •5 © 12 • © 12 Joint Seal Blackout 1 ' -0" 1 ' -0" • © 18 N *5 X 2'-Q" @ 12-I S IGNOFF O,OTE 6 II 1----ll Abutment Backwall-tt-----...~ FILE ID· 400-14,B3SAS SHT PLOT DATE 6/8/94 PEN TABLE SJh pen min • • • • • n • . I \. - 0 I - u-~..1-0 -'--'--~1.::--1---l ' en Q_ f- --r..o '- (..) --N 3" cl> slotted plastic pipe, See "Structure Approach Drainage Details" -*4 Bar Chairs © 3'-0".: Geocompos1te Drain Transversely and 4'-0":!. Longitudinally See "Bar Chair See "Structure Approach Drainage Details" Detail" ~-For Drainage Details, See "Structure Approach Drainage Details" SECTION A-A No Scale DESIGN BY R. Khalafbe1g1 CHECKED K BY ~ G Buelow 1------+-------+-----I DETAILS Wang CHECKED R Fares OUANT IT !ES Bv R Kholafbe1g1 CHECkEO B Simpson ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 TRANSPORTATION CORRIDOR AGENCIES 2 3 1 4v BAR CHAIR DETAIL No Scale GENE FOSTER TCA CORRIDOR MANAGER cu 10-2540 EA 12-332 BRIDGE NO. 55-744K POST MILE 23.60 RE SED FOR CONSTRUCTION: ~ '?f' 7\ 8-l'J.11/ PROJECTEfiGINEER DATE AS BUILT • NoCMftlll Cl Chanted II Mll'IU Ae-lultt Date1 QCM RELEASE AUGt88 FOR CONSTRUCTIOl't BISON AVENUE SB OFF-RAMP SEPARATION STRUCTURE APPROACH SLAB DISREGARD PRINTS BEARING EARLIER REVISION DATES -- REVISION DATES <PRELIMINARY STAGE ONLYl SHEET 14 OF 18 WITH DITCH Backfill Abutment to Grading Plane Prior to Placing Slope Paving For Ditch D1mens1ons See "Rood Plans" 1// <£: 1// 1// 1// 8'-0" 1 • • I Slope Rounding 1'-0" I I 1' -O" 6x6-W1 4xW1 4 Welded Wire Fabric SECTION 2'-0" 9" A-A 3" Top of Rolled Edge 3/4" Edge Finish " -R-6" - 0 Formed Edge 1 ft Thick Top of Rolled Edge-~ / No Scale 1// 1/ I WINGWALL ELEVATION No Scale Match Roadway Side Slope Top of Rolled Edge~// :::.-,,.~-6x6 W1 4xW1 4 Welded Wire Fabric 1 • : .. +,.r / Formed edge ,, ,, 12"+ 12"+ 2'-0" TYPICAL SECTION -CONCRETE PAVING Face of Abutment 2" Expanded Polystyrene Cont CONSTRUCTION J _. f?-1Y DATE DESIGN BY R Khalofbe1g1 7Ll '/ ---, ' 1/2°' ~ PREFORMED GROOVE CHECi<EO K. Wang Edge of deck • 1' -O" 1/2" Premolded Exp Joint Filler I 2'-0" 9" ~--+-R·12" Outside Face of WW 3" Top of rolled edge 3/4" Edge Finish --R•6" 'ST •3 @ 18 Max - *3 @ 12 0 ' ~ Formed Edge POST MILES SHEET TOTAL DIST COUNTY ROUTE TOTAL PROJECT NO, SHEETS 12 ORA 73 21 96/23 64 c.,, YMOND M, FAR uJ "' °" No C 049040 '° PLANS APPROVAL DATE W. KOO & ASSOCIATES, Inc. 9-30-96 CIVIL Or C~I. 792 TOWN AND COUNTRY ROAD ORANGE • CA 92668 •This D1mens1on Becomes Zero When / I / I Edge of Deck Is At Outside Face of W. W Cut-Off Wall at End of WW. I / SECTION 8-B No Scale BB II /I I CTyp) I / / •Or As Directed By The Engineer To Provide Uniform Spacing NOTE: For Actual L1m1ts Of Slope Paving On This Project, See Sketch Below -Stiff Broom Finish Grooves And Broom Marks to Be Parallel To Slope PICTORIAL VIEW OF TYPICAL INSTALLATION AS BUILT • NoChangea 0 Changed as Marked As-Built D:::t.e: ., 1i II I 11 1 I Toe of slope---------1-..' -- C Abut 1 ~~ ---~------------- $_ Ramp BA-3 ~ Indicates L1m1ts of Payment for ~ Concrete Slope Paving LIMITS OF SLOPE PAVING No Scale BRIDGE NO. Abut 4 EB OCM lt£L£Asr AUG fll!M FOR CONSTRUCT/Ofi BY CHECl<ED R Fores ~ TRANSPORTATION 55-744K J. Graham BISON AVENUE SB ON-RAMP SEPARATION DETAILS SIONOFF DATE □UANT!T !ES BY R Khalafbe1g1 FILE 10 400-14,B.:ISP SHT Ok"-1 T Ac:11 "° .., ,h ,...,..,,.. CHECKED B Simpson ORIGINAL SCALE IN INC~ES FOR REDUCED PLANS CORRIDOR AGENCIES 0 2 3 GENE FOSTER TCA CORRIDOR CU12-332 EA102540 MANAGER POST MILE 23.61 SLOPE PAVING -FULL SLOPE DISREGARD PRINTS BEARING EARLIER REVISION OATES -- REVISION OATES <PRELIMINARY STAGE ONLY) SHEET OF 15 18 2" cir to spiral 1• 1'-25/8" max.I -.----;----r,~------..:;i..---1" chamfer ' • N I 6 · ·,,'\--+---r Prestressing steel #8x24'-0" ~ --Pf -136,000 lbs ~ • As = 0.92 sq In min tot 6, T yp --+----r-------_) . ,- I I , I .1'-1o/a" min I 1 '-2" 7 SECTION A-A 1½" = 1'-0" #8x24'-0" tot 6 --~ to be in place '-,.. when pile is cast ~Pol / I / I '& Cut-off line~ -----ri=lR~ .... ~ ..l_ A."'1.1. 1 BA-3 ELEY. 71. 75 --,~/ ..1. __ _ ~ !:I . --'--'v-'-~ I ~I I (PERFN#z.575) ** W11 @ 1¾ may be substituted TIIE PIL.E OESIGAI IS Ft'R BENTS 2 t 3 cJF BA-3 BR/OGE. A 80 'Lt7AIG PILE OF Tll/5 OESIGAI #:45 I/SEO ATABt/TMENT .1 J1/IIERECLASS7()C ISRE{?t/lRED. P/L.E REACHED PRACTICAL REFUSAL BEL()/1/ SPEC. TIP CUTOFF WILL BE /21 -t;, '1 LEAi/iNG 7'-c;, '1 ()F ~- # 8 BARS IN TOPOFPILE. "' ....... I ......... ,,...... • ,- t ELEVATION No Scale I . -~• -/r.-/1,, 6 I:. ~ fANS CC-017;~ 1_ ~ SIClN 01T QA Tl I FILE ID 400-14\B;JPDl 00 01 riT nf,TC" A /R /1004 PFN TARI F SJH PEN • ,- ,-, _,. r'J 0 '-·-0. VJ -(ll 0 '- .c ,: u ...., co •-0... 3:: ~ N @ "O 0 (ll -.-I "O 0 § N en 00 3:: N * * r'J @ .~ - @ lO av DESIGN R. DETAILS av G. QUANTITIES av S. Khalafbeigi Buelow King CHEO<EO K. Wanq CHEO<EO R Fores CHEO«O B. Simpson ORIGINAL SCALE IN INCHES FOR REDUCED PLANS '-u • lO Lowest mat of reinf PILE EMBEDMENT ~ TRANSPORTATION ~ CORRIDOR AGENCIES I I I I I I I 0 1 2 :, GENE FOSTER TCA CORRIDOR MANAGER cu 12-332 EA 102540 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 ORA 73 21.96/23.64 h;.# ,.;e.& 1 RtGISTEREII CIVIL ENGINEER \'iofESS/~ ~ '1( ~ ~ "" ~ ;; RAYMOND IJ FARES f;, ..... ~ No. C 049040 ::o ,t< Exp 9-30-96 *; t-W-. _K_O_O_&_A_S_S_O_C_IA_T_E_S_, -,-n-c-. ___., J'~l't 0 ~1 ~~ \~r::i~~~ 1 ,1---1 792 :c:m AM> COUNTRY ROAD PLANS APPROVAL DATE ORANGE • CA 92668 ~,;;~CONSTRUCT/ON; , PROJECT ENGINEE~ \ l-11-1Y DATE DESIGN NOTES AS BUILT 0 NoChangaa ■ Changed as Marlc8d As-Built D::te: DESIGN: BRIDGE DESIGN SPECIFICATIONS (1983 AASHTO 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 = Prestress Force (after 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. 3. Lapped splices in spiral pile reinforcement shall be lopped 80 wire diameter minimum. Spiral pile reinforcement at splices and at ends shall be terminated by o 1.35° hook with 6" tail hooked around o longitudinal bar or strand. 0CM RELEASE AUS ta a 4. Maximum cutoff length at the top of piles is 10'-o". FORCONSTIIIJC/l!fGll BRIDGE NO 55-744K BISON AVENUE SB OFF-RAMP SEPARATION POST MILE 23.60 PILE DETAILS-CLASS 1 OOC (MOD) DISREGARD PRINTS BEARING EARLIER REVISION DA TES _..,. REVISION DA TES (PRELIMINARY STAGE ONLY) SHEET OF I I I I I I I I 16 18 I Ir; ~ ~ 0 .,. i ~c I I ~1 .. ~ ,! g "' I 11~1 .. J !iti ~ Jrl!i l } -I ~ l 5-1 A 1 ~ j ~ ili ir ~ 2 l - 1 l lo l 1 11 ! l ~ ~ l § §~ @G @@®@@ I li I • t i l J. ,i X ~ i m ] g Ii C ~ . " 1 e' -~ 1 ~ ! l ~ a. ~ ~ " • i >C 1i C l I j § • !1 i ~ 6 ;j I C .!I "' c5 ... @(!)<Q c,l@@(i)@@@) .. l "' vi l l .ll ~~ E e 0 I! I!"' e • "' C(ii I >.r.. C la ! • 0 _c, gc., li' ~ "' !2 iii w ~al1a.'6 cil d J i5 r,: :,: it ~l fsl '2 2 0 0 2 " ~~ii~~ IIII!Hill ~ ~ -l l g ~ "iii C 8 .. 0 -iii 51 Sl I I I ~! o,. 0 - J I I 1 j lj j J l I 1 A ] N ,t ., ~ iii~ l I I I I ~! ON ... CD - >-1 1 jJ ~i i iii j ili} § > (.) 339 ¢::J TO IRVINE I-~ RAMP EZEVATION 60 50 40 JO 20 /0 0 -10 -20 -JO STATION/NC (RAAIP 84-J -i) 340 BA-3 J40 DRAWN BY "" ; _ C33~404b_ ----------·------------~444 -:: ________ R3~40@-i5 ~ w ---------~ .-, :I ~rffi I H111aa::i1-.._ 1-w H1114 S!: 342 ..-341'f z I::, ifil 341 WI H1116 --------I ,~ 344 ~ <( --+---co_ EB ------+------,..-'----t-· --t-· -----------t-,....... __ _ --T -------- ----------~~ ----------------------- - -------------j L-----------<t'(' ~ ~ 345 EB H1120 SED F. R CONSTRUCTION: w "1 I <( co a. :::E en <( 0::: "1 + lJ... ~ 0 "" "1 ~ ;:; LO ELEV. 51.2 (/J N e 4 0 Friction Ratio (,;) J-#1 J B DEPOORTER E RIUTORT C33404 100 200 JOO Tip Bearing (TSF) PLAN SCALF f" = JO' 400 GROUND SURFACE ALONG i RAMP BA-3 PROFILE HORIZONTAL SCALE: !" = JO' VERTICAL SCALE. ,,, = /0' J42 J,#J 14 14 w "1 I ca a. ::::e 00 ci. en + LL "1 0 ..f- ,-1,-1v DATE • /, "1 ~ < -I-N (/J N R33405 CENE FOSTER NATIVE: (SC) Brown fine CLAYEY SAND .. loose (SM) Brown fine to coarse SILlY SAND with some CLAY (SC) Black-brown CLAYEY SAND ... dense BEDROCK (MONTEREY FORMATION): Olive SANDY CLAYSTONE J-45 DIST COUN1Y ROUTE POST MILES TOTAL PROJECT SHEET TOTAL NO SHEETS 12 ORA 73 21.96/23.64 ~~ o< < 4--IOJJ PLANS APPROVAL DATE P 5-,10-.9 M & T AGRA, Inc. Ceotechnlcol and £nvlronmentol Services 1290 North Hancock Street Anaheim, Co NO!'Es.· I.} El.Ellff1/&WS MSEO ON St/RVEY BY CRONER, ~ 2.) 6r}R~S I.OCCEO 8Y EMWQt/E li'lt/TORT, Sfi'lff OtCIN~ .J.) EB PREWOt/S B{;W/M,'S PERR;W,VEO 8Y I.EICHTON ANO ASSOCt41FS -1.) 8£JVCh'M4RK -ABOI.IT O 2 OF A Al/LE NORTHEAST ALONC THE SON/TA ownw Raw, Ri'OAI THE INTEl?SECnON OF COYOTF C4NYON Ra4o, 185 FEET SOtlTHWE"ST OF THE CENTFR OF A 8t:LL SYSTFAI l'FlEPHONE COAIPANY M4Nh'ot.E COvER, 75 f"EET SOt/THEAST OF THE CENTE"RLINE OF BONITA OWYVN RQ(L], 5 ll"ET NORTHEAST OF A POWER POLE Nt/Al8ER 1815-120£, IN THE TOP OF A CONCRETl: POST, tJ.2 OF A RJOT AOOvE Tl-IE CROl/NO ANO A8()(/T I.EIIEl WITH nfE CEN1FR OF BONITA C4NYON /?040. H'l!NESSEO BY A SffEl POST, f RJOT NORTHEAST. (AISt. t:LEV 200 I 7J) EZEVATION 60 .J-46 AS BUILT a Changed II Mlrkld As-Built Data: QCM RElfASE •• lt-iOlt W)!StlllCIDI 50 -10 JO 20 /0 0 -/0 -20 -JO JOB No. 192-240 PLATE II 1------+----------'I FIELD INVESTIGATOR ~ TRANSPORTATION CCJRRDOR A0ENCES TCA CORRIDOR MAW.GER 55-744K BISON AVENUE SB OFF-RAMP SEPARATION POST MILE CHECKED BY S.N KROLL JULY 26, 1993 DATE ______ _ ORIGINAL SCALE IN INCHES FOR REDUCED PLANS O 2 .3 cu 12-332 EA 102540 23.60 LOG OF TEST BORINGS 1 DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY EARLIER REVISION DATES ----18 ! I I !!s I 8 l j ., 'ii 8 ffi ~ l ! C £. ~8 i ~r ~1 ~ j! a, C l ,c 0 "' I i ~.ti ,0 ~ :, i !; g ljl!1 ... 0 ~ Jrl!! • ~ n j. • Ii D ~ ,, ~ g l i s 0 C !" 8 l':-• -a ~ ~ ,, .2 e ~ ~ ii C D ,i g_ i .c :i I C .!I u " 6 @@®®®@ ,..o -I I o,.. 11 1 • ~ :i! I I !:! ~ ii 1 :i! ! J 1 I 1 A 8 N ... Ill Ill ~~ 1 -I I I I ~! ON ... Ill f ,j ~~ I Iii iii :! C 0 > (.) --------------------------------------------------------------- ¢=J TO IRVINE 340 339 I-~ RAMP BA-3 £LEVA170N 20-1 STA770NINC (RAMP 84-J i) J40 • (i.«ilmi~ s TIQHS DESIGN 0\/ERs- tab.Ju ~RAWN BY ~------i----------------11 J B DEPOORTER CHECKED BY . S.N. KROLL J41 LEIGHTON & ASSOCIATES, Inc FIELD INVESTIGATOR OCTOBER 19, 1990 DATE _______ _ PLAN SCALE : /" = JO' 342 J4J ~ TRANSPORTATION CORI/DOR AGENCE$ ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 J44 345 H-1120@ DIST COUNTY ROUTE 12 ORA 73 POST MILES TOTAL PROJECT 21.96/23.64 SHEET TOTAL NO SHEETS REGISTERED oFE~~ \.. N~ 0 (~ c,; <'< Ji/ No -1-IOJJ PLANS APPROVAL DATE P 6-J0-9 M & T AGRA, Inc. C/VI\.. Geotechnica/ and Environmental Services 1290 North Hancock Street Anaheim, Ca NO!FS: I) BORING'S LOCCEO BY LEICHTON .t ASSOCJ4 TES, Inc. .P.) El.EVAllONS ~SEO ON SV/?1-EY BY CQAST SVRJ,fl7Nc, Inc. J) NSA' -NO SANPLE l?ECOJ,E"HEO THE DATA INCLUDED ON THIS LOG OF TEST BORINGS HAS BEEN EXTRACTED FROM THE GEOTECHNICAL/MATERIALS REPORT FOR TCA CONTRACT No S90-11 THIS REPORT WAS ISSUED BY LEIGHTON AND ASSOCIATES Inc , ON JANUARY 18, 1991 M&T AGRA, Inc, HAS UNDERTAKEN A REVIEW OF THE REFERENCED INFORMATION AND CONSIDERS IT APPROPRIATE FOR THE DESIGN OF BRIDGE No {s) 55-744K, 55-743S HOWEVER M&T AGRA, Inc DOES NOT GUARANTEE THE ACCURACY AND COMPLETENESS OF THE ORIGINAL BORING DATA 033.5': Dark groy-green SILT'!' fine SAND MONTEREY FORMATION-BERDROCK (Tm) with trace of clay, medium dense, 037': Dark gray-green silty CLAYSTONE,---A"=i"'ffl"-r,.n..-rt++lm-,.,.!l'lr.'i?nm-saturated (SM)----------/0 hard, saturated (CL) 039'· Dark gray fine to medium SAND with 01-2': very stiff trace of silt, dense, saturated (SP /SM) J45 MONTEREY FORMATION-BEDROCK (Tm) 042': Gray-green clayey SILTSTONE, stiff, saturated (ML), with rust stains, weathered ......,....---,-,.,..-,·--bedrock-------------O 047"· Dork green very fine •andy SILTSTONE 10-19-90 with trace of cloy. hard, saturated (ML) ' '' • No Ct1111911 Q Changed II Mll'llld As-BUIit Datt: ~,--~L.:.:::.:.::.:.:~-===.L-20 QCM RELEASE J46 AU6188 FOR CONSTRUCTIOtt JOB No. 192-240 GEN£ FOSTER 55-744K BISON AVENUE SB OFF-RAMP SEPARATION TCA CORRIDOR MANAGER cu12-332 EA 102540 POST MILE 23.60 LOG OF TEST BORINGS 2 DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY EARLIER REVISION DATES ----18