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HomeMy WebLinkAboutR_6004_SEnd Section 3.2 End Section 3.2 Sta 1053+87.49 i NB 73 EVC Sta 960+35. 76 i NB 73 EVC Sta 961+88.99 $ SB 73 Elev. 878.07 Sta 1054+19.74 i SB 73 --o----------~6.~0~0~%~---~~El~ev. 324.05 ----.Jlev. 874.40 -6.00% J Elev. 313.31 PROFILE GRADE-i SOUTHBOUND ROUTE 73 PROFILE GRADE-i NORTHBOUND ROUTE 73 BB ..... I ..._ ~ I I ABUT 1 No Scale CIDH CONCRETE PILES No Scale 3r;, 1. .:J~ I ( ?ER FM Nv1. /-"' J l; ::SLr--1£ Measured Along i Southbound Rte 73 154-. ~8' PIie Design Load Specified Scale 1"•30' 1 EB CD -----------;,_-- NOTES: CD Paint "NEWPORT COAST DR 1 1-,·-.!lu ·1-snd lo< Cvnst.ruction 1 UNDERCROSSING LEFT" ( or "RIGHT" I Sect' n: l on respective structure) 1 ,-c...., ~~ ?-?-1..-! Ci) Point "BRIDGE NO. 55-759 LEFT" -----,. PRO,JF.r.T fNGINf:LR ,. ___ ..Qt.TE; . J (or "RIGHT" on respective structure)-~------·----------· ·-- @ Metal Beam Guard Rolling -See "ROAD PLANS" © Slope Paving @ Structure Approach Slab @ Sprinkler Control Conduit, See "Roadway Electrical Plans" S Point of Minimum Vertical Clearance Standard Plan Sheet No. Detail No. DIST COUNTY ROUlE 12 ORA 73 REOISTERED CIVIL EN011 MM PLANS APPROVAL DATE POST MILES TOTAL PROJECT 20.0-22.0 SHEET NO. ioFESS/ CHIN c CHEN No. 3:H:42 . 9-30-&S PARIIGN■ D■ L■uw. INC. Two Venture, Suite 550 Irvine, California 92718 KERCHEVAL ENGINEERS TOTAL~ SHEETS For "GENERAL NOTES" See "DECK CONTOURS" @ Future Utility Opening Sheet 4740 MURPHY CANYON ROAD, SAN DIEGO, CA 92123 (619) 571-0520 @ Opening For Communication Conduits © Opening For Irrigation Supply Line See "TYPICAL SECTION No.1" Sheet For For Descriptions of @@ © Cast-In-Place Prestressed Cone. Box Girder ~ n'-6" i SB 73 44'-o" ~ Rte 73 I t-----:---::-----+----:----:::-'-..,....-':------------:----:=---1 1 O' -0" 48' -0" 4 Lanes 1 o•-o• 1'-9" + Shld Profile Shld (Typ) I • Varies +4% Max Grade Left Bridge (Southbound) Location Diameter (Service Load) Tip Elev BB (D /1'J\ ~ 3811 M d Al c.: Northbound Rte 73 \!;/ ~wfl easure ong -e. Abut 1 16" 70 Ton 406 t=~-1 :s.!...--=--~~~~::------~...:;.....-=----~~~:-----, Wingwall Ftg 16" 45 Ton 421 ------..... -162' 0:: :!42'-Jf= EB 1 1 ;2• Con du it For j Soffit Lights 1.5· 3" (Typ) Right Bridge (Northbound) Bent 2 24• 100 Ton 385 l~Z 19' 142.19 1 Abut 3 16" 70 Ton 403 '?', ..._ Wingwail Ftg 16" 45 Ton 410 1 ',~~ Abut 1 Wingwall Ftg Bent 2 Abut 3 Wingwall Ftg 16" 16" 24• 16" 16" 70 Ton 45 Ton 100 Ton 70 Ton 45 Ton 393 I 11 397 ABUT 1 1 V2 374 Approx. Existing 3gg Along ~ "NB" Route 73 I ,.-::: Datum Elev. 390. 00 I 1030 1031 -------CD ® N.S. ---------------------Vert. Cir. ----------7- TT! uuu uuu I BENT 2 1032 ELEVATION NORTHBOUND ROUTE 73 ' 1033 ... -------- --- ~~ 1~,.. I 3/4 "X10" Beveled Recess (Typ) NOTE: All {As-Bwlt) corrections aro done In ITALICS with RED /NI< C SOUTHBOUND CROSS SECTION 1 I I "----' ABUT 3 ~ Rte 73 SCALE 1•-10• NB 73 3 Slope Normal To The Abutment~ Brg (Typ) CURVE DATA ft. Rte 73 i Northbound Rte 73 R = 3000.00' R = 2936.00' A = 24" 00'11" A = 24" 00'11 • T = 637. 75' T = 624.15' L = 1256.80' L = 1229.99' ~ Southbound Rte 73 R = 3044.00' A= 24" 00'11" 64'-0,. T = 647.11' L = 1275.23' NORTHBOUND CROSS SECTION INDEX TO BRIDGE PLANS SHEET No. TITLE 1 GENERAL PLAN 2 DECK CONTOURS No. 1 3 DECK CONTOURS No. 2 4 FOUNDATION PLAN 5 ABUTMENT 1-LEFT BRIDGE 6 ABUTMENT 3-LEFT BRIDGE 7 ABUTMENT 1-RIGHT BRIDGE 8 ABUTMENT 3-RIGHT BRIDGE 9 ABUTMENT DETAILS No.1 SCALE 1•-10' 26 GIRDER LAYOUT No.4 27 MISCELLANEOUS DETAILS No.1 28 MISCELLANEOUS DETAILS No.2 29 STRUCTURE APPROACH SLAB 30 STRUCnJRE APPROACH DRAINAGE DETAILS 31 SLOPE PAVING -FULL SLOPE 32 DECK DRAIN TYPE D-2 MODIFIED 33 ABUTMENT JOINT SEAL DETAILS 34 JOINT SEAL ASSEMBLY • a a, ,,, I I ~N ------N65' 43'44 1029 '};_7 ~~----To of cut ----~roe Of u i EC Sta 1040+ 70.17 t Rte 73 10 ABUTMENT DETAILS No.2 11 ABUTMENT DETAILS No.3 12 ABUTMENT DETAILS No.4 13 BENT DETAILS No.1 35 36 (MAXIMUM MOVEMENT RATING = 4") LOG OF TEST BORINGS No.1 LOG OF TEST BORINGS No.2 ~ b I b .- ·o ·r I en • I 0 -.-,... Pull Box See Electrical IT e 3 ~o-0,,-t~IJ;t:?~StTIZE.M'EAl,,T ,#0.,VVAIEAITS L f.L• . Sta 1040+57.67 $. NB 73 N41" 4J'JJ"W 14 BENT DETAILS No.2 15 BENT DETAILS No.3 16 BENT DETAILS No.4 17 BENT DETAILS No.5 18 FOOTING DETAILS No.1 19 FOOTING DETAILS No.2 20 TYPICAL SECTION No.1 21 TYPICAL SECTION No.2 22 TYPICAL SECTION No.3 23 GIRDER LAYOUT No.1 24 GIRDER LAYOUT No.2 25 GIRDER LAYOUT No.3 BRIDGE NO. ) : , Qt;M RiLE:ASt • : .t((f~~ f:OR CON8T.~UCTIOI( DESIGN C. CHEN /:J..¢/.. zs: DETAILS IT K. HAYTER CHCIIID J. ZHU/E. ZHOU LDESIOADGNF'ACTOR LIVE LOADING: HS2O-+4 AND ALTERNATIVE [)EC).' MAIi/ PA 1----+-=-.....:.;....;. _____ -t-;;;;;;;;;-----"----r=---;.;,-----A_N_D_PTERaiuiii,TciiD,E_s10:-N_L-:o-:-:AD:::-:-___ /~ TRANSPORTATION CHCIIID C. CHEN LAYOUT .., K. HAYTER .REYES CHa(II) C. CHEN /~ CORRIDOR AGENCIES 55-759R/ NEWPORT COAST DR UNDERCROSSING -:Z• 2-~S: QUANTITIES rt _,.DATI: FlLE ID: 1•••••••••••t1•111ld9n ■peolllllllllllllllllll •. PLOT DATE: llllll■)ltlmellllll PEN TABLE: llp ■ntob1.,.,11, L. HE CHa(D) B. GARCIA SPECFICA'IDIS .... T. TOMINNA Mt: C. CHEN ORIGINAL SCALE IN INCHES F'OR REDUCED PLANS 0 , 2 3 GENE F"OS'TER TCA CORRIDOR MANAGER cu 12332 EA 102540 POST MILE 21.53 GENERAL PLAN DISREGARD PRINlS BEARING SHEET OF' EARLIER REVISION DAlES --1 36 A62-C A77-F 80-1 80-3 80-5 80-13 82-3 87-1 87-10 88-5 811-53 814-3 814-4 814-5 D99B STANDARD PLANS DATED JULY 1992 EXCAVATION AND BACKFILL-BRIDGE METAL BEAM GUARD RAILING MISCELLANEOUS DETAILS BRIDGE DETAILS BRIDGE DETAILS BRIDGE DETAILS BRIDGE DETAILS CAST-IN-DRILLED-HOLE CONCRETE PILE BOX GIRDER DETAILS UTILITY OPENING-BOX GIRDER CAST-IN-PLACE PRESTRESSED GIRDER DETAILS CONCRETE BARRIER TYPE 25 COMMUNICATION AND SPRINKLER CONTROL UNITS (CONDUIT LESS THAN 4" DIAMETER) WATER SUPPLY LINE (BRIDGE) (PIPE LESS THAN 4" DIAMETER) WATER SUPPLY LINE (DETAILS) (PIPE LESS THAN 4" DIAMETER) EDGE DRAIN OUTLET AND VENT DETAILS BB --ct_ Brg Abut 1 X X X X X X X X X X X X • <O I • . O'I I -... ... M-i:1.-M~ ----:2~'.2-~~ -Ill.ff X X 1028 End Structure Approach Slob FILE 10: .................. fd9n11peof .... t .. tttr•tmt PLOT O,t,.TI::: tttttl•)ltlmetltttl PEN TABLE:p.,.toble .. DESIGN IY DETAILS IY QUANTITIES IY QUANTITIES 16" Cost-in-Drilled-Hole Concrete Plies 24" Cast-In-Drilled-Hole Concrete Plies WaterStop Neoprene Strip Bearing Pad Joint Seal Assembly ( MR 2 1/2") Joint Seal Assembly ( MR 4") Prestresslng Bar Reinforcing Steel (Bridge ) Slope Paving Access Opening, Sofflt Miscellaneous Metal Bridge Deck Drainage System Structure Excavation (Bridge) Structure Backfill (Bridge) Structural Concrete, (Bridge) Structural Concrete, Approach Slab Concrete Barrier (TYPE 25 Modified) ,,---Ct_ Bent 2 5,209 LF 3,352 LF 280 LF 265 LF 22 EA 138 LF 165 LF 202,618 LF 1,389,859 LB 1463 SY 8 EA 5131 LB LS 3,433 CY 1700 CY 5293 CY 291 CY 1,588 LF X X X X X X X X X X X X X X 1030 1031 PLAN 1"=20' C. CHEN QCIICED J. ZHU QCIICED C. CHEN A. VALLIN L. HE -8. GARCIA ~ TRANSPORTATION "-CORRIDOR AGENCIES ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 X X GENE FOSTER GENERAL NOTES: LOAD FACTOR DESIGN DESIGN: BRIDGE DESIGN SPECIFICATIONS (1983 AASHTO with Interims and Revisions by CAL TRANS) DEAD LOAD: Includes 35 psf for Future Wearing Surface LIVE LOADING: HS20-44 and Alternative and Permit Design Load SEISMIC DESIGN: Peak Rock Acceleration • Depth of Alluvium < TCA Seismic Design Criteria REINFORCED CONCRETE: ( C = 3,250 psi fy = 60,000 psi n = 9 Transverse Deck Slobs (Working Stress Design) fc = 1,200 psi fs -20,000 psi n -10 PRESSTRESSED CONCRETE: See "Prestressing Notes" On "Girder layout No.1" and "Girder Layout No.3" Sheets EB Abut 3 0.5g 10 ft DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 20.0-22.0 ~e~ REGISTERED CIVIL ENGINEER PLANS APPROVAL DATI:: PARSONS DE LEUW1 INC. Two Venture, Suite 550 Irvine, Collfomia 92718 KERCHEVAL ENGINEERS ~ESSt CHIN C CH No. 3#42 . 9-30-9'5 CIVIL or c~' 4740 MURPHY CANYON ROAD, SAN DIEGO, CA 92123 (619) 571-0520 NOTES: D Indicates Even Foot Contours X Indicates 10' Intervals Along Station Line. Contours Do Not Include Camber Contours Interval = 0.2' X X X X X X X X 1032 AS BUILT • NoChangee Q Changed u Mlrllld As-Built Date: 1033 Edge Of Deck End Structure Approach Slab i SB RTE 73 Edge Of Deck ct RTE 73 QOM. ilELJASt t[t ·1 • •· r~coi .... LEFT BRIDGE -so'UTHBOUND BRIDGE NO. 5-759R/ NEWPORT COAST DR UNDERCROSSING TCA CORRIDOR MANAGER POST MILE 21.53 DECK CONTOURS No.1 cu 12332 EA 102540 DISREGARD PRINTS BEARING EARLIER REVISION DATES -• SHEET Or 36 Abut 1 CIDH PIie (Typ) NOTE: 1. Concrete Strength and Type Limits Typical for Both Bridges. LEGEND: CIDH PIie (Typ) Abut 3 D Structural Concrete -Bridge fc=3250 psi O 28 Days EZl Structural Concrete -Bridge (c=5000 psi O 28 Days IS2Sa Structural Concrete -Bridge Footing (c=3250 psi O 26 Days mmD Structural Concrete -Approach Slab ( c=3250 psi O 26 Days CONCRETE STRENGTH AND TYPE LIMITS (TYP) No Scale --1 t,;--r-----------~,0~3;a~-------------~,;o3311~--------------,ua~3~2----------------L __ 1029 't, RTE 73 1029 . • (D I . 0, LO End Structure Approach Slab X X X X • . O') I . -- BY X X X X --...... BB PLAN 1 "=20' CHEQ(II) 1033 X X X 't_ Brg Abut 3 EB DIST COUNTY ROU'T!: POST Mil.ES SHEET TOTAL TOTAL PRo.£CT NO. SHEETS 12 ORA 73 20.0-22.0 REGISTERED CIVIL ENGINEER Ess, CHIN c CHEN 34ft2 PLANS APPROVAL DATE . 9-30-95 PARSGN!I DE LEUW1 INC. CIVIL Two Venture, Suite 550 F c~\ Irvine, California 92718 KERCHEVAL ENGINEERS 4740 MURPHY CANYON ROAD, SAN DIEGO, CA 92123 (619) 571-0520 NOTES: D Indicates Even Foot Contours X Indicates 1 O' Intervals Along Station Line. Contours Do Not Include Camber Contours Interval = 0.2' Edge Of Deck ~ NB RTE 73 End Structure Approach Slab Edge Of Deck AS BUILT • NoChngu Q Changed U Ulrtlld As,,Bullt Date: QCt,t m•w f£8 .. ,:-.-' "°~ cor41mtJer.b( ' I 1 •, , ~ , I • RIGHT BRIDGE -NORTHBOUND l.if..t!:.-~ ~il:[i:t2 ~ DESIGN C. CHEN BY CIHEllCID E. ZHOU ~ TRANSPORTATION BRIDGE NO. 55-759R NEWPORT COAST DR UNDERCROSSING DETAILS A. VALLIN C. CHEN CAL'IIIANI -OCIOSIT Z:-,--%'" QUANTITIES BY T. LYLES CHEaCED B. GARCIA IIGIICl'l'DAll: ORIGINAL SCALE IN INCHES FOR REDUCED PLANS FILE ID: stttttttttttttttttld9n■peclttltstllstltlllltl PU'lT r,A,TE-$$$$$$sytlmetttlll PEN TABLE: $$pentable$$ ""--.c.Le;CJ CORRIDOR AGENCIES 0 1 2 3 GENE FOSTER TCA CORRIDOR MANAGER cu 12332 EA 102540 POST MILE 21.53 DECK CONTOURS No.2 DISREGARD PRINTS BEARING SHEET Or EARLIER REVISION DATES -► 3 36 ' ~ Abut 1 Footing~ -----• S"~ -----0 ------ -----------------. _CE.of Footing~ ~~~~ ===--=-J 476.4~ 1~WWtQ. R==3100.75' BC Sta 1028+ 14. 68 !t SB 73 , " 1028 N65° 43 44 W Sta 1028+64.99 I I I I I I I ,01 I I I I I I I I I I ( The Level Datum : National Geodetic Vertical Datum ORANGE COUNTY ADJUSTMENT OF 1987 BENCH MARK & SJC 532 Northing: Easting: Elev: Combined Factor: Mainline Station: Offset: Description: 2174612.240 6081152.659 405.08 0.99994148 1036+60.64 439.97 Rt 2" IP with 2 1 /2" B.D. Stamped "LS 4131 SJC 532" ti-ii~ PHOTOGRAMMETRY AS OF: 1-92 DRAWN IV SCHAMBER IV IV SCHAMBER SURVEYED cosso TRACED C.11.lllNAI -J O\<E ■■IT s:: IV IV THACKER z.-2-~ FED CHECKEJ OSBORN CHECKED --114~ ~LE 10: •••••••••••••••tt•tc19n11p•o••t•••ttttt•t••f•~••• PLOT DATE: tt•ttSaytlm•t•tttl PEN TABLE: t•pen o • ,-.__ /. I • I / I Footing 421.0 421.0 1030 PT N05228 Per Coordinate Control Mop SJHTC Sta 811+00 To 1238+40.18 Sheets 1-9 Nail In 1" Ola. Cone. Base Sta 1016 +09.31 Offset 1422.54 To Lt Ct_ Proposed SJHTC Elev. 506. 776 DESIGN IV E. ZHOU, J. ZHU CHmtm C. CHEN DETAILS IV A. VALLIN -C. CHEN OUAN1111ES IV L. HE Q4IOCIII B. GARCIA ORIGINAL SCALE: IN INCHES FOR REDUCED PLANS NOTES: 1. All Piles Not Shown For Clarity. 0 1031 TRANSPORTATION GENE FOSTER CORRIDOR AGENCIES TCA CORRIDOR MANAGER 2 3 cu EA 12332 102540 DIST COUNTY ROUTE POST UILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 ORA 73 20.0-22.0 ESS/ REGISTERED CIVIL ENGINEER IN C CHEN 34442 ··---- PLANS APPROVAL DATE ,9-30-95 PARSDNS DE LEUW1 INC. CIVIL\ Two Venture, Suite 550 Of C~ Irvine, California 92718 KERCHEVAL ENGINEERS 4740 MURPHY CANYON ROAD, SAN DIEGO, CA 92123 (619) 571-0520 , : ii; C'.~dd tor Construction I Section: --:-J/!J rz a. ~-!:!_!_ , F;;;;,~f:r:r ,t:l,Jrf,J. --DM"E ·-~ ~·-~ EC Sta 1040+89.91 1033 ~ SB 73 N41°43'33"W 428.67 416.00 424.27 .. ,.. na 11• f.CIR COflSIJIUCbtt( BRIDGE NO, 5-759R/ POST MILE NEWPORT COAST DR UNDERCROSSING 21.53 FOUNDATION PLAN DISREGARD PRINTS BEARING SHEET OF EARLIER REVISION DATES Ill 4 36 Edge of Deck (EOD) 't_ Abut 1 \ l Wing Y!all --~ layout Line (WWLOL} ,___ R•3100.75' Bearing 4;. of Exterior Bearing Pod (Typ) 22"x22"x4" Steel Reinforced Bearing Pods Tot 6 WWLOL (t Footi g t of Interior Bearing pod = t of Interior Girder (typ) WWLOL Edge of Deck (EOD) t t SB Rte 73 --, \ 30•-o-I \ -----_J-'--=-Typ--....... , ---~<\ R=3035.25' -s\<.e'II '--J<J 0tJZ' .J.f'' (PE/4' r,W NiJ 1-2()7) ABUTMENT PLAN 1/8"=1'-0" Future Utility Opening ~ ( Bridge 3/4"x9" ---..CT -------------!----- Recess (Typ) To match the Exterior Girder Recess Elev 465.55 I I bJ Top Of Slope Povtng 7 ELEVATION ABUTMENT 1 SOUTHBOUND 1 /8"=1 '-0" t Footing • ,..,.Cl >('( .,....<JA' rz_/ \ \ ~\o 0 \ 0 o\o \ 0 0 \0 0 0 o '\o 0 0 NOTES: 1. All Abutment Plies ore 16" Dlometer CIDH Plies. 2. For Approach Slob Details See "STRUCTURE APPROACH SLAB" Sheet 3. Typical Footing Corner Reinforcement Detail See "ABUTMENT 3 -RIGHT BRIDGE" Sheet 4. For Joint Protection Details, See "ABUTMENT DETAILS No.1" Sheet 5. For Utlllty Layout, see "GIRDER LAYOUT No.1" sheet. R - 1 ------~ .,0,. + 1 .. e eased for Construction ---, ----<- 1 2 Section: Bockwoll -.--~ ~ 4 'I-"'2 -, ... r r ~~L--r-l PR9JEC_T_f,~Ql,'ll_f;~---___ O,\_:~ Joint Seal Assembly ~MR=4") See DIST COUNTY ROUTE 12 ORA 73 REGISTERED CIVIL ENGINEER POST MILES TOTAL PROJECT 20.0-22.0 //._~Y SHEET TOTAL NO. SHEETS 0FESS1~ ft! c 9H£N ~ . 31:442 PLANS APPROVAL DA TE . 9-30:;95 PARSONS DE LEUW, INC. CIVIL Two Venture, Suite 550 OF cl-\.\ Irvine, California 92718 KERCHEVAL ENGINEERS 4740 MURPHY CANYON ROAD, SAN DIEGO, CA 92123 (619) 571-0520 Abut Brg Joint Seol Assembly (Maximum Movement Roting = 4")• Sheet BB 1'-0 2'-2" ,---B1ockout --------- 1 /2" Exp Jt FIiier DETAIL "B" Not To Scale ,,--...._ 0 ' 0 o\o 0 \ 0 o\oo (F~ture Utllltles) 1sLos ---..a--r See DETAIL B I ---1 I I I '-.._/ (For Future Utllltles) 0 \ t SB Rte 73 O \ O \ r-r-Bearing Pad --------- ,,. ~ .. t Footing Sq Ftg= PIie (Typ) 4'-0"x4'-0x2'-6 Footing per "Abutment Oetolls No.1" Sheet (Typ). For Fixed End PIie Connection Detail See "Footing Details No 1" Sheet. 1.,,,,--Elev 469.85 NOTE: All piles not shown, for c1orlty. f Edge ce Typ) Ct Pile I 0 I N I tD I . .... Const Jt 12'-o" .__..,,.__#gr-Tot J at Each ~~-#6 Tot 4 • End 1'-0" Chamfer (Typ) VJ II> ·c §? #4 Cont Tot --1 '-6" 2'-0" PILE LAYOUT PLAN 1 ;a·=1· -o" AS BUILT Cl NoChang11 • Chan;td II M11l11d Al-Built Datt: * -0 C 0 • .... I ;.., ,- • Ol I . N Geocomposlte Drain See "STRUCTURE APPROACH DRAINAGE DETAILS" Sheet 119 Lo 9 2" Cir 3-#11 f top & bot -~ t • "-'-1..__,. J-#6 • • • • 16" Ola CIOH Pile. top & bot---' See "FOOTING DETAILS No.1' Sheet 2'-0" 2· -9" 2'-9" 9'-6" 1 1/2 ~1 #5 cont O 12 2" Cir (16 0 9 ** --+--3-/18 • top & bot 2'-0" ** #6 Transverse Relnf * For Fixed End Pile Conn~ctlon Detail See FOOTING DETAILS No.1" Sheet To Be Placed Normal to~ Of Abutment QOM 11nasr SECTION A-A Footing m ,,a-,_1_72_·_· ... _1_·-_o_" ____________ _ ~~ LEFT BRIDGE SOUTHBOUND DESIGN SY J. ZHU -C. CHEN BRIDGE NO. 5-759R/ NEWPORT COAST DR UNDERCROSSING FILE 10, sssm,s1tfflS$l$$$d9"■peo$IIHINIHIHIS$1$ PLOT DA~, lllltt■ytlm■$S$HI PEN TAl!ll.E: Stpentobl•$$ SY G. GEORGESCU __, C. CHEN ~ TRANSPORTATION 1-----1-----------------~-.c..~ CORRIDOR AGENCIES SY L. HE -8. GARCIA DETAILS QUANTITIES ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 J GENE FOSTER TCA CORRIDOR MANAGER cu 123.32 EA 102540 POST Mt\.E 21.53 ABUTMENT 1 LEFT BRIDGE Q) u C: 0 iii ·-Cl .... 0 Q) 0' "C i LLJ <t PIie -IIA'!I WWLOL 0 \ 0 0 \ 0 \ o 0 \o \ 0 0 \ O Future Utlllty Opening 8-----, 3/4"x9" --.... r---L....._ ----- Recess (Typ) To match the Exterior·'l::::::::~ Girder Recess Elev 448.47 0 \ Abut Bearing \ 30•-o" NOTES: 1. All Abutment Plies ore 16" Diameter CIDH Plies. 2. For Approach Slab Details See Sheet "STRUCTURE APPROACH SLAB" Sheet 3. Typical Footing Corner Reinforcement Details See "ABUTMENT 3 -RIGHT BRIDGE" Sheet DIST COUNlY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 ORA 73 20.0-22.0 ESS1 REGISTERED CIVll. ENGINEER ~ 4' -0"x4' -O"x2' -6"Footing per nABUTMENT DETAILS No.1" Sheet (typ) For Fixed End Pile Connection Detail, See "FOOTING DETAILS No.1" Sheet \ \ R=3100.75' Ed8e of Deck 4. See Detail B on "ABUTMENT 1 -LEFT BRIDGE ,. Sheet (E D) 5. For Joint Protection Details, j CHIN c CH£N ~ ... ,li'H:2 PLANS APPROVAL DATE ii hp. 9-30::-.. 28'-o" PILE LAYOUT PLAN 1 /8" =1 '-0" ,---1&.L-'-----, & e WWLOL ff Bridge I 16" Dia Opening For 8" Dia Drainage Pipe --I __ _,_ ----- ELEVATION ABUTMENT 3 1 /6"=1 '-0" DESIGN IY DETAILS IY QUANTITIES IY ------- J. ZHU G. GEORGESCU L. HE I I tv --- c. Wing Wall Layout Line (WWLOL) SeeN ABUTMENT DETAILS No.1" Sheet 6. For Utility layout, see "GIRDER LAYOUT No.1" sheet. /1--l PARSONS DE L&UW1 INC. CIVIL\~ Two Venture, Suite 550 OF C~ Irvine, California 92718 t Of Exterior Bearing Pad (Typ) KERCHEVAL ENGINEERS 22"x22"x4" Steel Reinforced Bearing Pads Tot 6 .illl:. Skew ~ Of Interior Bearing Pad= ~ Of Interior Girder (Typ) 29" 57'57" (?ER Ftl-f ;V,:J l-2',:J7) ABUTMENT PLAN 1/a"-f-o" Top Of Slope Paving AS BUILT CHEN 1 NOTE: All piles not shown, for clarity. Q NoChangea • Chat'ged aa Merbd As-Built Date: 3-(18 4740 MURPHY CANYON ROAD, SAN DIEGO, CA 92123 (619) 571-0520 ~ #417 0 9 +--+---iiri 1'-6" 4) +' 4) . ,....-.._ 87-10 U-3 (F~ure 0tllltles) ,--,- 1 I 1---1 I Bearing Pod _____ J 2·-0· f5 0 Cont O 12 -t+-,......_ 2"~ 2" Cir (tw, I 1'-6 ,,,.--.... -0. E B 0 (.) 0 a: 5i • 0 ... U-4 (For~re Utllltles) 1-J.-Jr-#SJ O 9 _8 0 ~ "' 0 I • C0 r...+~-#5 o 1a : :z: "' ,,,.--.... i 0-13 ij -0 S~te.f • (0 I • ... • 0 I ('j C: ·-gi ii) ~ V, I Q) .. a. -Const Jt ~-#4 Cont Tot 4 'O ~-Geocomposlte a Drain See • " Cir "STRUClURE N APPROACH .I DRAINAGE DETAILS" ~ Sheet x 0 19 Jo 9 2 (1609•• • .!:: I") u Top & bot----t--"' ' 3-#11 Top & bot .... #6 Transverse Reinf To Be Placed Normal To tt. Of Abutment Footing 3-16 Top & bot I '-a .!:: I") co (.) QOM ltll.Q.11 f&& 1 ••· -!'Oft~ I 1'---16"dla CIDH PIie 2'-o" 2'-9" 2'-9.. 2'-0" See "FOOTING DETAILS i-~..:::...,,...._-=--==--t-----="--"'-----"'--~ No.1" Sheet "' ' ✓•• .t,~ • For Fixed End Pn~··. Connection, Detail •;»•, See "FOOTING Df;T,A 1LS, No.1' Sheet ~.:" • • 9'-6" SECTION A-A 1 /2" =1 '-0" LEFT BRIDGE -SOUTHBOUND BRIDGE NO. NEWPORT COAST DR UNDERCROSSING C. CHEN ~ TRANSPORTATION --c.c;.~.:::... CORRIDOR AGENCIES GENE FOSTER 5-759R/ POST MIL£ 21.53 8. GARCIA TCA CORRIDOR MANAGER ABUTMENT 3 -LEFT BRIDGE ORIGINAL SC,'.lE IN INCHES cu 12332 EA 102540 DISREGARD PRINTS BEARING EARLIER REVISION DA TES SHEET OF 11 fOR REDUCED PLANS 0 1 2 3 6 36 \"' Boodng Edge of Deck \ q_ of Exterior Bearing Pad (Typ) l NB Rte 73 20"x20"x4" Steel Reinforced Bearing Pad Tot 5 {EOD) /1 f'"a?l7#6EA'TEAI$/~ I r- <?ot> o<'(',O,/ ~ { Of Bridg .._e __ ti -------~ AOiJElJ #5(llJP/ 8tJ7Tr:JiW) lr-1"=#=1----1-~ ~ of Interior Bearing Pad == l of Interior Girder (T.»>) --~...__ , I ~: I I .,.-tt-~AolJ 30"L.OAIG #5 @(Tt B) li I ~---------'----'--' IE 4' ~11 ✓-1 EXT. 4'x4' FOOTING (NO SCALE (?ER FAf /VtJ. c-.3'2¢) (ALTERNATE L.APS) WWLOL • a- l ~ -1-,,, - .30'-o" R=2890.25 j (Typ) 20"x 20" Opening For Communication Conduit WWLOL \ Edge of Deck \ (EOD) ABUTMENT PLAN 1/8"=1'-0" 4'-0"x4'-0x2'-6 Footing per "ABUTMENT DETAILS No.1" Sheet (Typ). For Fixed End Pile Connection Detail See "FOOTING DETAILS No. Sq Ftg• Pile (T>P) 7 1" Sheet. \0 0 / ,.. .,,. 28'-0" ., NOJES: 1. All Abutment Piles are 16" Diameter CIDH Plies. 2. For Approach Slab Details See "STRUCTURE APPROACH SLAB"Sheet. 3. Twlcal Footing Corner Reinforcement Details See "ABUTMENT 3 -RIGHT BRIDGE" Sheet 4. See Detail B on "ABUTMENT 1-LEFT BRIDGE" 5. For Joint Protection Details, See "ABUTMENT DETAILS No. 1" Sheet Sheet 6. For Utility Layout, see , . -····-··-•·,---------·--· • , --·-·1 "GIRDER LAYOUT No. 3" sheet. 1· r lt";lddS8d ror ConstrUCtlOn ~nu 2-4~< l9RQJE_QT ENGINEER~ . =-·;t.;:; -~ Joint Seal Assembly DIST COUNTY ROUTE 12 ORA 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE POST MIUS TOTAL PROJECT 20.0-22.0 PARSGNS Dli LliUW, INC. Two Venture, Suite 550 Irvine, California 92718 KERCHEVAL ENGINEERS ESSt TOTAL SHEETS INC CHEN ~ 3ttf2 -30-95 CIVIL OF C~ 4740 MURPHY CANYON ROAD, SAN DIEGO, CA 92123 (619) 571-0520 ~MR = 2 1/2").See JOINT SEAL ASSEMBLY (MAXIMUM MOVEMENT RA TING = 4")"Sheet. 88--...i , Abut Brg 1'-0 2'-2" I AS BUILT ONoehangN • Cla,gedulllrtcld Al Built Date: • -I 't-- #5 X 2'-0" 0 12--~ Approach Slab ~ · t--~!D...+--+--11 _ _.] B0-1.3 ,,---------Blockout )(.-- -- - - I o -::IE ... r---- 1 VI "0 G>:C -0 0 G) ~ '----1---1--#4r7 0 12 0 .... 0::: C GI .iii Q. G) VI E .a~ 0 o., u ...,en I C = G) II) 0 L.. II) ~a.. m ij L.. 0 4) m~ < ~ 87-10 ~ #5Lo12----..-JJ.1 114 o 1 a.-----,11--1-. See Note 4---Y Const Jt • I L-7 ~ 87-10 A::= Bearing Pod ---- --1.-t--#6 Cont Tot 4 ------.11+-#5 0 12" PILE LAYOUT PLAN 1/8"=1'-0" #4 Cont Tot 7---'----" Geocomposlte --..._ Drain See "STRUCTURE APPROACH DRAINAGE DETAILS" Sheet I 1 '-6" • 'o.. See "SLOPE PAVING FULL SLOPE" Sheet -('I .- X 0 ::::e #9 Lo 12 ---11'1 2" Cir • 1 1/2 ~1 j Bridge I Top Of Slope Paving 2" min at 12 ~~:.::-crir,> a:. ----------t ------- To match he Exterior ~~ 1 -- Girder Recess. Elev 438.7 ---2,'3-':?<: _,,Dl\11 ~LE ID: tSttttllllllltttSISdgn■p•ollltttttltttttllllt PLOT DATE: $$$$$$syttm•IISIIS PEN TABLE: lli,entable$I I I tu ELEVATION ABUTMENT 1 NORTHBOUND 1/8"•1'-0" DESIGN IIY E. ZHOU QCa<ID C. CHEN DETAILS IIY G. GEORGESCU CJ<l:Q(II) C. CHEN QUANTITIES IY E. ZHOU -B. GARCIA ORIGINAL SCALE IN INCHES FOR REDUCED PLANS NOTE: Piles not shown for clarity. ~ TRANSPORTATION -"""'-'-~~ CORRIDOR AGENCIES 0 1 2 3 GENE FOSTER • O> I hi }, ~ ..--#6 0 12 •• t r;::::~~-;::=t.;:=:::;;:=t;:::::::;:::z~ .3-#11 Top & bot --'---' t ...._, _ I l::1 ..= U) (.) I") (.) "'16"Dia CIDH Pile See :'FOOTING DETAILS No.1 Sheet * For Fixed End Pile Connection Detail 2'-0" See "FOOTING OETAfLSr~o.1" Sheet 2'-6" 2'-6" SECTION A-A 1 /2"=1 '-0" '---+--.3-#8 • Top & bot '---,--#6 0 12 •• 2'-0" •• #6 Transverse Relnf To Be Placed Normal to t Of Abutment Footing QCM Ml.UN rte to• ~ CONltlUDtiaft RIGHT BRIDGE NORTHBOUND BRIDGE NO. 55-759R NEWPORT COAST DR UNDERCROSSING TCA CORRIDOR MANAGER POST MILE 21.53 ABUTMENT 1 -RIGHT BRIDGE cu 12332 EA 102540 DISREGARD PRINTS BEARING EARLIER REVISION OATES --11 SHEET or 7 36 C: ·--E ~ I ..., . ....., N 4'-0"x4'-0"x2'-6"Footlni per "ABUTMENT DETAILS No.1 Sheet (Typ ). For Fixed End Pile Connection Detail, See "FOOTING DETAILS No.1 "Sheet.___, WWLOL \ • (l) \ Edge of Deck (EOD) Wing Wall L~ut Llne ,---..,..., OL) i of Exterior Bearing Plate (Typ) l NB Rte 73 i of Interior Bearing Plate = <t. of Interior Girder (Typ) Footing Reinforcement {16 0 9" Tot 6 Top and Bot ..,. «i'· /16 ".:..._O_•. ___ "\....,'o•. Top and Bot DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 20.0-22.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE PARSDNS D& L&UW1 INC. Two Venture, Suite 550 Irvine, California 92718 KERCHEVAL ENGINEERS CHIN C CHEN 3++:1:2 4740 MURPHY CANYON ROAD, SAN DIEGO, CA 92123 (619) 571-0520 ~ Abut Brg .,__--EB 2'-2" 1'-0" Joint Seal Assembly (MR = 2 1 /2").See "JOINT SEAL ASSEMBLY \ TYPICAL ABUTMENT FOOTING CORNER (MAXIMUM MOVEMENT RATING = 4")"Sheet. J 1/2"1 r----M5 X 2'-0" 0 12 0'\0 ADDITIONAL REINFORCEMENT DETAIL NO SCALE Blockout_---..__ x "~u; 1 -~F--7' 11 _?1_ App.-ot_h_S_lo_b __ ..,.. 0 \ 0 \ II) -a: it. Sq Footing= I ~ Pile~ \~ ~: ;ile= , uootin,....g-r--, • (l) 1'-0" Chamfer (Typ) 28'-0" Typ PILE LAYOUT PLAN 1 /8"=1 '-0" ,___ 20"x20"x4" Steel Reinforced Bearing Pad -'rVI -~ Tot 1 I ,..._,,, I ,-.. U>~O~ .I I-.I 1--c-.1 ...__.. l"l....., ~-R=2890.25 \ T 30'-o" (Typ) ABUTMENT PLAN 1 /8"=1'-0" WWLOL ~ Opening For Communications 16" Dia Opening For 8" Dia Drainage Pipe NOTES: 3/4"x 9"Recess (typ) ----... To match the Exterior Girder Recess Elev 428.6 1. All Abutment Plies ore 16" Diameter CIDH Piles. r:::::.J Conduit (20"x20") <t. Bridge a::.------i -------- Top Of Slope Paving --- Elev 425.7 ----~ J~~:_-lt--t-;-J~>---- #4170 12.---'-----+---- 12' -0" ,--...__ 87-10 Bearing Pad ---- #9 --, Tot 3 at Each End -4,f----J §6 Cont Tot 4 ----1-+--' • #5)0 12" . 6 Slope Paving~.,;../<:::, See "SLOPE /' '1:> PAVING FULL SLOPE" Sheet • 2'-0" • #6 Lo 12 • • • I 1'-6" • • • 1 B0-13 ~,-... 87-10 ISJ O 12 /14 0 18 • 10 • I 0 . I ,-• N Const Jt Ill i:, 0 Ql ::i: u DI i:, C II) 0 -a. 0 ..., 0 3: .:,£ u 0 (D ·-+,I I: Ill II) ,- Ill -I II) 0. ~ E ;.... ..., 0 '? (.) II) C: ~ II a. QI ~ (D QI ~ <( Ill Cl.I ·;;: g -------#4 Cont Tot 7 " C: .,,----Geocomposite Drain See "STRUCTURE APPROACH DRAINAGE DETAILS" Sheet 0 ,- ,- I "' ,- nr-2-.. -C-lr--#9J O 12 X 0 :::!! /16 0 12 •• 3-#8 Top 8c bot ----/ • 15 Cont -+t-<..._ 2" Cir • • • • • • • 2"clr • ..!:: I"') (.) t 3-#11 Top 8c bot t ♦ • 0) I . N #6 0 12 ** ___ __,.t:--+f-+-+-1----+--+--+l-+-H-----' ----,,----,,-----~ •• #6 Transverse Relnf 3-/16_ "'-'t--1--' Top & bot . -~ . ~ u wu 2. For Approach Slab Details See "STRUCTURE APPROACH SLAB" Sheet I 1 bJ ELEVATION ABUTMENT 3 Opening For Irrigation Supply Line (Typ) 8&8 AS BUILT To Be Placed Normal to C. Of Abutment ....__ __ *16" din CIDH Pile 2'-0" 2'-6" 2'-6" 2'-0" See rFOOTING DETAILS No.1" i-,..;=--=---i----=-....::....-.--=:.......;=---+------'~-i Sheet 3. See Delo ii B in "ABUTMENT 1 -LEFT BRIDGE" Sheet 4. For Joint Protection Details See "ABUTMENT DETAILS No.1" Sheet 5. For Utlllty Layout see "GIRDER LAYOUT No. 3• sheet bfcJJ:::~;<_· CM.'IIIMS --• OIIT s: i~s::=1 _,.DAff FlLE ID: ttttttltttlttttttlld9n•p•cltllllttlllllttlltt F>LOT O>,TE:: ttSSSSsvtlmelttttl PEN TABLE: $$pentable$S DESIGN DETAILS QUANTITIES IY otla<ID C. CHEN E. ZHOU IIY G. GEORGESCU otla<ID C. CHEN IIY E. ZHOU QIEQG!I) B. GARCIA ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Q NoC ■ Changed u llaltad As-Built Date: ~ TRANSPORTATION -""'ICL~u CORRIDOR AGENCIES 0 2 3 Footing GENE FOSTER TCA CORRIDOR MANAGER cu 12332 EA 102540 QCIIJ M;{,l,ttt' f.ft'tt• fOl\00..SIJMf.lQft 9'-o" SECTION A-A 1 /2"=1 '-o" *For Fixed End Pile Connection Deton · , , • See "FOOTING,DETAIL~J,Jo.1" Sheet • ; • RIGHT BRIDGE -NORTHBOUND BRIDGE NO. 5-759R/ NEWPORT COAST DR UNDERCROSSING POST MILE 21.53 ABUTMENT 3 RIGHT BRIDGE DISREGARD PRINTS BEARING EARLIER REVISION DATES -► SHEET OF -J.i 8 36 30' -0" Abutment i-------------------------------------------, Bearing 8'-0" Min 4'-0" ,-----Recess Outside Face WW Joint Seal Assembly Blockout Recess Outside Face (Typ) Approach Slob ~~ .------+----+------.r----------+-----i--T--,.---ri-+---+----------1 • 0 I ;,, • co I C\.I 16" CIDH Pile With Fixed End For Fixed End Pile Connection Detail, see "FOOTING DETAILS No.1" Sheet lL4. r7I ' I ,, I '--I 11 '--I 11 3'-0" r---------------------1 L------'~-------------:~'~'-----------------1 I I I I I I L __ ------------ Paving usLJtot 4 WWLOL (14 no 12 ... Cl) ~ (,!) !II ... !II 0 Cl) ·-0 .... Cl) Cl) a:: >< t>w ~ ¢=< #9 Tot 2--11-4,~ 2" Min Cir at Recess (Typ 11a o 9 :----B-w :! Outside Face ·c: :g 2" Cir ~Tot2 3'-0" I C1I .-----/14 lJ O 12 #10 0 9 Inside Face 2 3/4" Cir (Typ) 1'-o• (Typ) _ ....... ~I I .... ,__ _ _;_.:,_ bf.#. CAL'IIIANS - SECTION A-A 1/2"=1'-o" ~> ~-s-~S:: -DATt: FlLE ID: llllttlllllltttlllld9n ■p■clllllllllllllllllll PLOT DATE: lllttl■ytlm■lttlll PEN TABLE: llpentobleSS .c C: (J 0 ..... ·-0 +' ~s 0 0 f-...J TYPICAL WINGWALL ELEVATION 3/8"==1'-0" Joint Seal----. Approach Slob " 3"Bondln on II Smooth Finish , 1/8"x12" Neoprene Strip Bonded 3" min Width each side of Joint. Place Prior to Backfllllng Abutment Backwall Fold Neoprene Joint Seal Assembly Blackout ct Abutment I Bearing into Chamfer. -E-'-__.,,, ,___.... ___ _, .-..__-+- 1" Chomfer----' Abutment Backwall JOINT PROTECTION DETAIL No Scale DESIGN IV C. CHEN -J. ZHU DETAILS IV G. GEORGESCU -C. CHEN QUANTITIES IV 8. GARCIA -C. CHEN ORIGINAL SCALE IN INCHES FOR REDUCED PLANS ~ 0 1 NOTES: 1.-For Typical Recess Detail (Outside Face WW) See "DETAIL B" On "ABUTMENT DETAILS No.3" Sht 2.-For Details Nat Shown See "Miscellaneous Details No.1 Sht ---' i ;._;;L,asAd ror Construction Se • n: -,__-'-~---'-P-'-'-n, JJr~i::~ ---~J:,~r _:__ #9 Tot 2 Top of Approach Slab per "STRUCTURE APPROACH SLAB" Sheet ~ Cf. of wingwall = /14 u O 12" ~ of pile \. \ \ ' \. I ' I \ I I ~ \ • ~ \ ' ~~ , I 'Iii --+-"~ I -C ~ /15 tot 4 both ways, top & bottom ~ ~ "~ " ..... #10 IO 9 Inside Face "" '-'- J ~ #8 0 9 Outside Face -~ IA "'~ -' " -"' -~ ~ ~ ~~ /16~2 "- ~ ~ DIST COUNTY ROUlE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 20.0-22.0 ~~:_;.• C. ~ OFESS/ REGISTERED CIVIL ENGINEER ~ /t CHIN C CHEN ~ Iii/ No. 344-42 PLANS APPROVAL DAlE .9-30-95 PARBDNS DE LEUW1 INC . Two Venture, Suite 550 Irvine, California 92718 KERCHEVAL ENGINEERS 4740 MURPHY CANYON ROAD, SAN DIEGO, CA 92123 (619) 571-0520 Cf. Abutment Deck Bearing I Top of Bridge I I I I I I (----------I I . I . : : I I I I I I . I I : : I ------I I I I I -" I I ------: : I I I ! I I I I : : I I I n I I L ___________ : : I I L-------+---: L . I - ' . : I . I : . I . I : . I I LT : I ASBUl I : I .NoCllanglt I a Changed ar 01111 Id : . •• BtilftDatr. I I : I I I I -~- -c c,.... TYPICAL REINFORCEMENT ELEVATION TRANSPORTATION GENE FOSTER CORRIDOR AGENCIES TCA CORRIDOR MANAGER cu 12332 2 3 EA 102540 3/8"=1 '-0" BRIDGE NO. 5-759R L NEWPORT COAST DR UNDERCROSSING POST MILE 21.53 ABUTMENT DETAILS No. 1 DISREGARD PRINTS BEARING EARLIER REVISION DATES -► SHEET 1-11 g -94 OF 36 (:±#. ~ CM.'IIWIS-2-~-~s:::: -DA'II: DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 3'-0" I {Typ) . / 12 ORA 73 20.0-22.0 tOFESS/ "'rFor "DECK OVERHANG AT ABUTMENi' Details See "ABUTMENT JOINT ,._ ______________________________ .,_ ____________ ,,.-__ ] SEAL DETAILS" Sheet \ --------J REGISTERED C ML ENGINEER ~::::;.·e~ ~ ~ CHIN c CHEN ~ No. 3+1:f2 #4 Tot 4 D v·~ i,, , ml I ~ 1.---'--"' './ ~ -1-\; ' / #5 LL LL J ~ vv 11'-; ___/~ -- #91 Tot 4 t At Each End of Abutment Abut 1 & 3, LT Bridge '- #6 J C 9 Front Face I Abutment #9 J O 9 Back Face 1 Abut 1 & 3, Rt Bridge ,----See Detail A On This Sheet I N . ,...._ 0 ~ .I t-N ._,,, Optronal Construction Joint ~R~e;j;in~fo;;;r~ci;;ln~g--~~~-.;;~~~~;r--i++-+-+-~LLI #6 J C 12 Front Face .-----.i....+--1---1--+-+-+-+--+---+--+--+--+--H--------, #9 J O 12 Back Face Notes: 1. For sections C-C and D-D, See "Abutment Details No.3" sheet. 2. For sections E-E, See "Abutment Detalls No.4" sheet. -1 ---- D 1 \ ,,.__ ___ _ ...__..,-::::,,~ 16" Dia CIDH Pile NOTE: All Plies Are Not Shown For Clarity PLANS APPROVAL DATE PARSDNS DE LEUW, INC. Two Venture, Suite 550 Irvine, California 92718 KERCHEVAL ENGINEERS . 9-30-9 4 7 40 MURPHY CANYON ROAD, SAN DIEGO, CA 92123 (619) 571-0520 PART ELEVATION, ABUTMENT 1 & 3 (LEFT & RIGHT BRIDGES) 3/8"=1 '-o" .Q Expanded Polystyrene ~ Same Thickness as Bearing Pad. Steel Reinforced Elastomerlc Bearing Pads. Place 0.079"x 28" x 28" Galvanized Sheet Metal Over Pads. Coat Top of Pads with Sillcone Grease Prior to Placement of Galvanized Sheet Metal. t. Elastomerlc Brg Pad PLAN 1 /2"=1 '-0" Galvanized Sheet ...___ ~ Abut • Brg Pad 7' Metal~ 'N ~ Expanded Polystyrene ~ Same Thickness as Bearing Pad. BEARING PAD DETAILS DESIGN .., J. ZHU DETAILS .., G. GEORGESCU QUANTITIES .., B. GARCIA , \ Level i-_._;c..:..;..;_;__----1 3" it I l Eiastomeric Brg Pad ELEVATION , /2" =1'-o" cttmCID C. CHEN -C. CHEN cttmCID C. CHEN ORIGINAL SCALE IN INCHES f'OR REDUCED PLANS ~ TRANSPORTATION ' CORRIDOR AGENCIES 0 1 2 3 .._________,_ ---- GENE F'OSTER TCA CORRIDOR MANAGER cu 12332 EA 102540 --------- 1/2" Exp Joint FIiier 1" Exp Polystyrene 1/2" Exp Polyst)T"ene _.,....:::._ ___ _,, ;,- 1 . .... DETAIL A No Scale AS BUILT • N..CI anc,11 0 Clw .. gld a M1ttI1d Al Bunt Dltr. BRIDGE NO. 5-759R L NEWPORT COAST DR UNDERCROSSING POST MILE 21.53 ABUTMENT DETAILS No. 2 DISREGARD PRINTS BEARING EARLIER R~SION DATES -• SHEET Of FIL£ ID: tttt•ttt•••t••·••ttd9napac••···••ntt•t•ttSSS PLOT DATE: SttlllaytlmelllllS PEN TABL.E: llpentablell #4 Tot 4 --~ 4• Chomfer----- (Typ) /16 J O Front Foc-_, Wingwoll Relnf #5009 Vertlcolly I #5 ! [ffi Tot 4 At Left Bridge Tot 2 At Right Bridge #5 a· -o" I o s . I a'-o" o 9 ~-Abut Bockwoll Relnf-----.. • Wingwoll Relnf • cl j' Piece Addltlonol #5 Bar at each comer and rebor Intersection (Typ) /16 Jo 9 (Typ) -t:::==:.t::.(l:t:.==:___-f9 JO Bock Face 'ff--.f=-===t=r~...::::::::::::-Nf_; #4 Tot 4 #6J O Front Face • /15 _'f rrt, Tot 4 At Left Bridge -.t-LL LL Tot 4 At Right Bridge TYPICAL ACUTE CORNER DETAIL TYPICAL OBTUSE CORNER DETAIL 3/4"=1·-o· #9 J Bock Face __ ____ /16J O 9 i Bearing -- • • 4• Chamfer _ _,., (Typ) 116 J Front Face -- 3/4"-1'-o• • • • • • • • • • • • • • • • • • • #5 ! [ffi Tot 4 At Left Bridge Tot 2 At Right Bridge • • TYPICAL ACUTE CORNER DETAIL 3/4"•1·-o· • EXTERIOR SHEAR KEY SECTION C-C 09 8'-0" 09 Abut Bockwall Relnf --------. e·-o· #51 0 9 • • • • • • • • • • • • • • • • • • • Wlngwoll Relnf • • • • Piece Additional 15 Ber ot each corner end rebor In tersectlon ( t yp) #9 J O Bock face I (16 JO Front face 15 } rrt, Tot 4 At Left Bridge .,.. LL Ll Tot 4 At Right Bridge TYPICAL OBTUSE CORNER DETAIL EXTERIOR SHEAR KEY SECTION 0-D DESIGN IY J. ZHU / E.ZHOU DETAILS IY G. GEORGESCU -DA'IE QUANTITIES IY B. GARCIA FlLE ID: ttllltllltllllltlltdgn■peolllllttllllllltllll PLOT DATE: ttlSll■ytlm■ttllll PEN TABLE: llp■ntoblell OEJCII) C. CHEN CHECICID C. CHEN CHECICID C. CHEN ORIGINAL SCALE IN INCHES FOR REDUCE.C, PLANS ~ TRANSPORTATION ' CORRIDOR AGENCIES 0 1 2 3 GENE FOSTER TCA CORRIDOR MANAGER cu 12332 EA 102540 DIST COUNTY ROU'TE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 20.0-22.0 ~<:~ iOfESS/ CHIN c CHEN No. 3ff+2 REGISTERED CIVIL ENGINEER PLANS APPROVAL DA TE Exp. 9-.30-911 CIVIL PARSONS DE LEUW, INC. Two Venture, Suite 550 OF Ct,\.\~ Irvine, California 9271 8 KERCHEVAL ENGINEERS 4740 MURPHY CANYON ROAD, SAN DIEGO, CA 92123 (619) 571-0520 NOTE: 1. For •section C-c• And •section 0-0" See •ABUTMENT OETAJLS No. 2• Sheet. AS BUILT a N1,,Cba,ng11 C Changedullmlad As-Built Date: (_ " :,,, Qtt,l·ltt\.CA'St , .-flt.ti·• ' • > , ·Nt'CONettdTJCll LEFT AND RIGHT BRIDGES BRIDGE NO. 5-759R/L NEWPORT COAST DR UNDERCROSSING POST MILE 21.53 ABUTMENT DETAILS No. 3 DISREGARD PRINTS BEARING EARLIER REVISION DA TES -► SHEET Of' 11-11 11 36 -DA'IIE FILE ID: llttttttltttlltlllldgnepeclltlltttlllltttltlt PLOT DATE: tttttteytlmetttlll PEN TABLE: ltpentablelt Wlngwoll Relnf Extend Into Abutment #5 I a'-o" o 9 • • • .____ 4" Chamfer (Tw) • • • • TYPICAL ACUTE CORNER DETAIL 3/4"==1'-o" DESIGN • • • Q) Recess l!o-. . #5~09 2 3 4" Cir .. • • • DETAIL B 3/4"=1'-0" Wlngwoll Relnf #5 I a'-o" o 9 --- ~--Abutment Reinforcement----,. • • • • • • • • • • Abutment Face Reinforcement 45' #5 0 9 • TYPICAL OBTUSE CORNER DETAIL 3/4"•1'-0" SECTION E-E IV J. ZHU / E.ZHOU otmem C. CHEN otmem ~ TRANSPORTATION l--0E_T_A1_LS_-1-IV-G_._G_E_o_R_G_E_s_c_u _____ c_. _c_H_E_N ___ ~, CORRIDOR AGENCIES QUANTITIES IV 8. GARCIA c:ttmCID C. CHEN ORIGINAL SCALE IN INCHES rOR REDUCED PLANS 0 1 2 3 ,ejo 9 ---t Bearing GENE FOSTER TCA CORRIDOR MANAGER cu 12332 EA 102540 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 20.0-22.0 iorEss, REGISTERED CIVIL ENGINEER CHIN C CHEN ~ No. 34442 PLANS APPROVAL DATE . 9-J0:95 PARSDNS DE LEUW1 INC. Two Venture, Suite ~!50 Irvine, California 92718 KERCHEVAL ENGINEERS 4740 MURPHY CANYON ROAD, SAN DIEGO, CA 92123 (619) 571-0520 NOTE: 1. For Location Of "Section E-E", See "ABUTMENT DETAILS No. 2" Sheet. ASBUILT • NoClr.;11 tl Cf lngld .-051ifll If MBI•~ ' ~ ... 1 QeW IIILIASE '·. ·· f'tl1 l 0.8 , ' '-'fal«JNSntUCW LEFT AND RIGHT BRIDGES BRIDGE NO. 5-759R/L NEWPORT COAST DR UNDERCROSSING POST MILE 21.53 ABUTMENT DETAILS No. 4 DISREGARD PRINTS BEARING SHEET or EARLIER REVISION DA TES -• 12 36 Utlllty Opening #6 [[]] Tot 4 0 Ea End _ __,, 2-#11 Bundled Bars Tot 20 bars <c. Column I 4) t) OI OI "O "O ·c: ·c aJ Ol ~ ... .c j a, ·-0:: I b co I I . ~ ,.,, 5' -s• Left Bridge 5'-0" Right Bridge SECTION C-C 1/2"=1'-o" -DAll nLE ID: tttttttttltltlttlStd9napectlllttttttlHttHtt PLOT OATE: SS$$$$eyllme$$$SSS PEN T,._BLE: lli,entoble$$ Irrigation ~ Supply Line Opening ~ • O" I ~ • I--co.._,, A t C I------See Note 4 ------! TYPICAL BENT ELEVATION LEFT BRIDGE Southbound Scale 3 16 =1 -0 1 /2" Expansion Joint FIiier ..,....--26" Dia Spiral (Typ) _ _,;. .... sent /14 Splrol 0 J" Pitch See "FOOTING DETAILS No.1" and "FOOTING DETAILS No. 2" Sheets I 0 I co 2-#11 Bundled Vert Relnf Tot 88 Bors 9'-0" SECTION 8-B 1/2",,,1'-o" For Footing Reinf Detail see "FOOTING DETAILS No. 1 and "FOOTING DETAILS No. 2 Sheets '---See "DETAIL A" on this Sheet _--(16 Spiral . ..1 ........ (18 0 8" -C. CHEN J. ZHU ~ TRANSPORTATION 1--DE_T_AILS_--l_..,,--_A._V_AL_L_IN...:./_G_M_G_+=-=::--c._c_HE_N __ --, -~-c.,j~~ CORRIDOR AGENCIES DESIGN .., QUANTITIES .., 8. GARCIA -L. HE ORIGINAL SCALE IN INOiES FOR REDUCED PLANS 0 2 GENE FOSTER TCA CORRIDOR MANAGER cu 12332 3 EA 102540 BRIDGE NO. 5-759R POST MILE 21.53 Bottom Of PIie Cop DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 20.0-22.0 11~Ess, REGISTERED CIVIL ENGINEER CHIN C CHEN ~ No. 31:tt2 PLANS APPROVAL DATE PARSDN!!I DE LEUW5 INC. Two Venture, Suite 550 Irvine, California 92718 KERCHEVAL ENGINEERS . 11-30-11!1 CIVIL OF C~ 4740 MURPHY CANYON ROAD, SAN DIEGO, CA 92123 (619) 571-0520 NOTES: 1. No Splices Allowed on Column Reinforcing 2. For Additional Bent Cop Reinforcing Details See •sent Detalls No. 2" Sheet. 3. For Joint Shear Reinforcing DetaUs, See "Bent Details No. 5" Sheet. 4. All Plies Not Shown For Clarity. 5. For Bar Spiral Splice and Anchor Detoll See Bent Details No. 3 Sheet. 6. Splrols May Be Discontinuous At Bent Cap Bottom Reinforcement. 7. o: Indicates Bundled Bars ,11 L Rest On Bottom Mot Of Footing Reinforcement Footing (Typ) AS BUILT • NoChangel Q Changed aa llarlced As-Bullt Date: DETAIL A 1/2"=1'-0" LEFT BRIDGE -SOUTHBOUND NEWPORT COAST DR UNDERCROSSING BENT DETAILS No. 1 DISREGARD PRINTS BEARING SHEET OF EARLIER REVISION DATES -• 13 36 Edge Of Deck-~ #6x13' -6" Tot 28 Lop With #14 Bors (Typ) 2" Cir 't. Column 14' -8" 2" Cir (Typ) /i /.. __ ----------- / I __..----t--\ q_ Bent ---r------71/,1!,1I i I I I I \ / / / // / / ----· ·------ I I I I I • '----_, _ .. / /"- / / • -/ /-· -·--. .. Mechanical Connection Alternate Locations As Shown (Typ) Reinforcement #6 Stirrup Spacing #6 [[J]@ 9 * M-'ii~r£& s CAl m ... s O[SIGN O\IE~SIGHT C '2-'$-'j !IOHO,, DATE FILE 10: $$$$$$llll$$$l$$$$$d9nopec$$$$$$$$$$$$$$$$$$$ PLOT DATE• $$$$$$oytlmel$$$$$ PEN TABLE· $lpentable$$ Mechanical Splices May Be Used Inside This Region Only. 't. Column 't. Column 5'-0" 14'-8" 14' -8" 5' -0" 14' -8" / /. ·-_/ L._ .... , ·------. ·-·-.. / •. ---· --·----------------·-· -·------· .. ,/ /... _ --· -___ ,_.; /" /'. ·-· // ·/./' ---..... / Bottom Ca Reinf Sym About <f. Bridge Reinforcement * * See Note 3 BENT CAP REINFORCEMENT 3/16"=1'-0" • L ~t .... ·---.. ·------·· ~ ,/ . ... -. ·7 9" Clear to Cop Reinf Continuous Thru Cop r Deck Reinforcement ,__ • • • • / ,, ~ • • . • 1 t--' • • • • • • • • • • • • -1-• t ~ n r 3• -o" ~ Face Of Exterior Gider Main! • • • • • . : • • • ; • • • • • • • ~ v-- • O> I h • O> I • • )-loo.. (Typ/ -)( 0 E #11 Cont. Tot 12 • t') Place to Clear 1" Cir Prestressing Ducts -(Typ) ~ • • I 3' -0" N ........ .... (Typ) .... u • ... ---• N I -f ----• • : • : • : • ~ • • • • • I-. . - - . --~------ For Flared Length, See "Girder Layout No,1" Sheet 3'-9" I T . • O> I <D : O> I <D • <D I h - , Bent 7'. 6" I • I ' _; . ' , . • '(•:t • • • • • I • I : • • .. - ..., C Cl) E Cl) 0 L. ,2 C 'ii, a:: ..... 0 +' ·-E ::i DIST COUNTY ROUTE 12 ORA 73 POST MILES TOTAL PROJECT 20.0-22.0 SHEET TOTAL NO. SHEETS ~C~---FESS/ REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE PAASDNS DE LEUW1 INC. Two Venture, Suite 550 Irvine, California 92718 KERCHEVAL ENGINEERS CHIN C CHEN ,...., . 34442 :;o p 9-30-95 4740 MURPHY CANYON ROAD, SAN DIEGO. CA 92123 (619) 571-0520 NOTES: 1. Bundled Bar Shown Thus -==f=()e=ie=== 2. No Splices Allowed On Cap Reinforcing Unless Noted Otherwise. 3. For Stirrups Over The Column Section, See "BENT DETAILS No.5" Sheet 4. For Location Of Section A-A See "BENT DETAILS No. 1" Sheet • Tot 56 Bars (Bundle Vertically) Hooks to be Located in Plane Between Top & Bottom Deck ;2-#14 Bundled Equally Spaced • • • . • • • : • • • • • • • • \ • ~ \' I". • / V / • .... • • • • • • : • • • . -.. . 3' -9" Longitudinal Reinf. (Typ) / • • • ./ • • • • . • • • • • • • / • • • • • • ,, '-._ 4" Fillet (Typ) .... (.) #4 7.____I'o 1 a • ... 2-#6I I@ 12 Horizontal #6 UIDJstirrup Placed Normal to ~ Bent (legs Equally Spaced) #9 0 12 (Typ) 2-#14 Bundled, Equally Spaced Tot 36 Bars (Bundle Vertically) • ------~ ~ .. • • • • • ~ . . • \ . ' ---;;> I L #4_f""!9 18 .... u ... C: iii a:: SECTION A-A Bott m Slob Reinforcement, ( yp) 0 Continuous Thru Cap BY CHECKED C. CHEN DESIGN J. ZHU ~ TRANSPORTATION IV CHEOC'.!O DETAILS A. VALLIN C. CHEN CORRIDOR AGENCIES IV CHECl<ED QUANTITIES B. GARCIA L. HE ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 GENE F"OSTER TCA CORRIDOR MANAGER cu 12332 EA 102540 3/4":c=l'-0" AS BUILT 0 NoCI 1;11 ■ ChangedaDII Nd A8 eu1n Date: LEFT BRIDGE -SOUTHBOUND BRIDGE NO. 5-759R/ POST MILE 21.53 NEWPORT COAST DR BENT DETAILS DISREGARD PRINTS BEARING EARLIER REVISION OATES -- UNDERCROSSING No. 2 SHEET OF 14 36 2'-0" (16 t__ Tot 7 @ Ea End 2'-0" r---Irrigation Supply Line Opening ~-2-#11 Bundled Vert Relnf Tot 84 Bors DIST COUNTY ROUTE POST Mil.ES SHEET TOTAL TOTAL PROJICT MO. SHEETS 12 ORA 73 20.0-22.0 ~\l,OFESS/ REGCSTEREO Cl\ilL ENGINEER N /1 CHJN c CHEN ~ !Si No. J+ff2 PLANS APPROVAL DATE B-30-95 116[[]] 09 b- ·' $ l}6 Spiral PARBGNS DE LIEUW, INC. CIVIL 'i Two Venture, Suite 550 OF ct.LX At Ea End co ........ _.,..,r a IO I 'in 8'-3" r r---/18 0 8 Irvine, California 92718 KERCHEVAL ENGINEERS 4740 MURPHY CANYON ROAD, SAN DIEGO, CA 92123 (619) 571 -0520 NOTES: 1. No Splices Allowed on Main Column Reinforcing. 2. For Bent Cop Reinforcement Layout See "Bent Details No. 4" Sheet. 3. Details for Joint Shear, See "Bent Details No. 5" Sheet. See "SECTION C-C" On "BENT DETAILS No.1" Sheet SECTION 8-8 1/2"•1'-o" 4. Piles Not Shown For Clarity. 5. Spirals May be Discontinuous at Bent Cap ---------See Note 4. ------......._ . . 0 ,,...., .I ~ t0 I- #5 l O 12 Each Woy TYPICAL BENT ELEVATION RIGHT BRIDGE (Northbound) For Addltlonal Footing Relnf Info see "FOOTING DETAILS No. 1• and "FOOTING DETAILS No. 2" Sheets See "Detoll A" On Not To Scale "BENT DETAILS No. 1" Sheet Start Of Pitch When Weld Is Used To Anchor Spiral ~ Unit. 6::" --.__ ..__ Direction Of Weld -- Run Off End Of Bar As Shown - ~ 12" Min I Lop Length• #4, #5, & #6 Reinf. Only Note: Flore Weld To Be Mode In Direction Shown. WELDED LAP SPLICE AND ANCHOR CP >----. Same Size, Spacing & Materfal As Spiral Shown On Plans Individual Hoops, Mode Continuous With 100% Penetrot!on Welds, May Be Substituted For Spirals. BUTT WELDED CONTINOUS HOOP 75% Pen Min r-~-----._ 45° ,---Direction Of Weld Run Off End Of --.-.-~, ..__ #4, i/5, k #6 Bar As Shown. Relnf. Only '--5" Lap Bar 1. Butt Weld To Be Mode first. 2. Butt Weld To Be Mode In Flot Or Horizontal Position. 3. Lop Bar To Be Centered On Spllce. 4. Flore Weld To Be Made In Dlrectlon Shown. 5. Lap Bar Equol Size To Spiral Bar. 6. For "Section A-A" See "BENT DETAILS No. 2" Sheet. VEE GROOVE WELDED SPLICE BAR SPIRAL SPLICE & SPIRAL ANCHOR AND HOOP DETAIL Not To Scale DESlGN IN E. ZHOU DETAILS IN A. VALLIN/GMG QUANTITIES .., 8. GARCIA --C. CHEN Oll!J!MO C. CHEN CHOCll) C. CHEN ORIGINAL SCALE IN INCHES FOR REDUCED PLANS ~ TRANSPORTATION '--.Go'-ei~ CORRIDOR AGENCIES 0 1 2 3 GENE FOSTER TCA CORRIDOR MANAGER cu 12332 EA 102540 Bottom Relnf . BRI 1 ·11e1e·ased· i<':Jr :56ristr0:£ion 1 '.}~on· ,c~f?1 ~~-"?:-1--1, > -·-.~!:>~Jf_!J'.;fl(:lafYf!R ___ Mll; _ ___. AS BUILT • NoChlr'.g11 CJ Changedu Ms 11111 As-Built Date: CCU•--..• . f£8ttW 10lf~- RIGHT BRIDGE -NORTHBOUND 5-759R/ NEWPORT COAST DR UNDERCROSSING POST MILE 21.53 DISREGARD PRINlS BEARING EARLIER RE'-'SION DAlt::S -► BENT DETAILS No. 3 SHEET OF' 15 36 #6x13'-6" Tot 31 At Each End Lop With #14 Bars (Typ) -~ Edge Of Deck #6 Stirrup Spacing #6 ([])@ 9 \ Mechanical Splices May Be Used \ See Detail A ct.Ii-_o_f _c_o_iu_m_n--'2=-1'-. -3~3;.L./....::B_" ____ --+-~5~_-...;0_"....,_. _____ 2_1_. __ 3 _3~/_B_" ____ --ii of Column (T)P) I // Inside This Region For Top Cop Reinforcement Only. 3" Cir I T Cir (T ) / / --····-············· ~:r--- //;/ -· ·-·--• --· -·-7 ----· -- / / / Outside Face Of Exterior Girder See Note 3. • O> I t') • O> I t') • Ol I -<O ~ I . <O -C C1) E Cl) (J I.. • 0 <O .... I .!: t') Cl) a::: ~ .... 0 -E ::i DIST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET TOTAL NO. SHEETS 12 ORA 73 20.0-22.0 ~c.~ REGISTERED CIVIL ENGINEER PLANS APPROVAL DA TE PARSDNS Dli L.liUW, INC. Two Venture, Suite 550 Irvine, California 92718 KERCHEVAL ENGINEERS ofEss, CHIN C CHE 34442 p 9-30-95 CIVIL OF C~ 4740 MURPHY CANYON ROAD, SAN DIEGO, CA 92123 (619) 571-0520 NOTES: 1. Bundled Bars Shown Thus 2. No Splices Allowed On Cap Reinforcing Unless Noted Otherwise. 3. For Stirrups Over The Column Section, See "BENT DETAILS No.5" Sheet. 4. For Location of "Section A-A" See "BENT DETAILS No. 3" Sheet. • • ' . c~,. •. , on • I,< ,!1~.J.~,t·,ti ii.JI \..,l,, jl,1,.-.vH TOP CAP REINFORCEMENT / BOTTOM CAP REINFORCEMENT Reinf Sym About t. Bridge 9" Clear to Main Cap Reinf (Typ Deck & Soffit) Deck Reinforcement Continuous Thru Cap • • • • BENT CAP REINFORCEMENT Scale 3/16"=1'-0" -, , , -1,p -, <I / -,, ,C • r-,-' -; I -, I::, ,..d -" -r./1\:' /JJ l.lf'/'Y/{,:,rC/r°.J-L,,i:;..,,F\lf.~/t~r: //'f vC/V/ ,_,',I/-' /'(y_;,~1,V i,v/1..JT :./¥,£ 1--X-J..,,,S i,A!<'-./"'E f!_0~ (PER.CMIV!J 1-4-:I//' & T Bent 7' -6" 2. -#I,/-i::JJ/1/u,_ [/, £.JJAL~ Y ~.PA<..E£ /:,1r /lJ /3l~'1~-.., (d/Nv_EC v'E,fli~A¥~>' • • ,----#8 Tot 14 Equally Spaced -3 ~ ~#14 Bundled, Equally Spaced Tot S Bundles (Bundled Vertically) 18 • • .---Hooks To Be Located In Plane Between Top & Bottom Deck Longitudinal Reinf (Typ) • ····1·1····· I I • I I : a: I I NOTE: COARSE' AGGR€6/ITE SIZE= 1 11 MIN. PRACTICAL CLEAR SPACING ,COR # /4 BARS :: ; f 2, II :Jf:1,tion: cc s'-o" (Typ) • 0 '' AS -C<J#STRtlCTEO (!'£,.-.'FM N.:7 1-477) ----4" Fillet (Typ) DETAIL A Z'-0" 3'-0" No Scale 3• -o" 2'-0 11 I @12 ---11-t-' (PER ,.SJ,f 1V.J 2-..:f:,, .:>,, • , -18 Sc/'"5· ..>"'h'JMV liVS/vE .:.J~JtWtV #liJ,r, A5.SJ;W£ 2-#14 Bundled.Bors Equally Spaced Tot 50 Bundles (Bundle Vertically) #11 Cont Tot 6 --If-I--✓ r--=-~-t--+->-:]□====#4~@ 18 I #6 UJllJ Stirrup Pieced Normal to ~ Of The Bent (Legs Equally Spaced) OtVi .r 5 ..)'£ TS CAiv PA.>"S T11R:Jv6'h C<J'"✓M1V $TEE.:..• l?EiW'A/NIIVG /3 ~"t'l.S" 12i,B,./RS),5t,.,./,_.:. 8c LJI.S7R/8t/TEO r.?i/.:-",f ,3~"' "8E, ... #EE,VI/Pr'E,~ / ... ~1#:/411WA0~tJF8tJT1d1'Y/ SLAB. (PERFAI #0. 2-3~3) MAY INCREASE TIIICKtVESS AS NECESSARY TtJ °N ~ MAINTAIN CtJYER ~-~ t:, • N .......... ,-I.. • ,- I.. (.) ,- ,- (.) For Flar~Length See ,------__.!,~----+-+--+----+---+--1-----t----t-':.. _________________ T _______ :t"'Z... ... _-_-_-_-:,_---,--... "Girder Layout No. 3" Sheet • I #9 @ 12 (Typ) I I Side Bors 3, -9" 3' -9" @ Both Sides i...0 -----'----'--------i-------------1, j ( \_ /OtJ-# 14 BARS (Tt.-?TAt.) REt;VIREO SECTION A-A 3/4"=1'-0" BY Bottom Slob Reinforcement Continuous Thru Cop <!'----5¾ ",W;N. CI.R. Ttlk!AIN BtJTTtJM RcJN,CORCEIYtEN1~ (PERFMNO l-29r,) AS BUILT 0 No Clw<.gN a Changed u lllllad A■ Bullt Date: CJCMRIUIMI fEl'11. ,l)ft~ f\ if DESIGN E. ZHOU CHECKED C CHEN BY CHECKEO C. CHEN ~ TRANSPORTATION CORRIDOR AGENCIES BRIDGE NO. 5-759R/ NEWPORT COAST DR UNDERCROSSING CM. TftANS 01:SIGN 01,Q!IIGHT ,,.,.,-- 2--3 -'15 !IIONCfr DAll FILE 10: $$$$$$$$$$$$$$$$$$$d9nspec$$$$$$$$$$$$$$$$$$$ PLOT DATE $$$$$Ssytlme$$S$$S PEN TABLE· SlpenlobleSS DETAILS A. VALLIN I-----+---------+,-=~-------, CHECKED C. CHEN B. GARCIA BY QUANTITIES ORIGINAL SCALE IN INCHES FOR REDUCED PLANS GENE FOSTER TCA CORRIDOR MANAGER cu 12332 0 1 2 3 EA 102540 POST MILE 21.53 DISREGARD PRINTS BEARING EARLIER RE'vlSION DA TES -• BENT DETAILS No. 4 SHEET 16 OF 36 ' ' ' ' ' ' ' ' ' ' Bent Cop ' ' ' ' ' ' ' ' , ___ _ / Column ' PLAN -~-#6 L Tot 54 Hook around Top &: Bottom Cop Reinforcement ' ' ' ' ' ' ' ' ' ' ', ___ ----~-- -.c-----A ~ Bent ~ #7x15'-o" Tot 24 Transverse Joint Shear Relnf ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ct Column / <o / y / / -.....--?,----/-Column Reinforcement ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '-----~, #6 \ )Tot 20 ' ' ____ :::,. ' '------- ----,,, ~ "',,---- ' ' ' ' DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PRO.ECT NO. SHEETS 12 ORA 73 20.0-22.0 ~c;~ REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE PARSDNS DE L&UW1 INC. Two Venture, Suite 550 Irvine, California 92718 KERCHEVAL ENGINEERS ~Ess, ~ i CHIN C CHEN No, 34:H2 11-30-11!1 CIVIL OF c~\ 4740 MURPHY CANYON ROAD, SAN DIEGO, CA 92123 (619) 571-0520 ' ' ,. ;, ,(fl ior (;or;blr!-Jctfon Section: TYPICAL VERTICAL JOINT SHEAR REINFORCEMENT TYPICAL TRANSVERSE :~:~ SHEAR REINFORCEMEN:',,~----(1.__ __ __,'y £ Bent SECTION A-A 3/8"•1'-0" -DATE ~-Top Cop Reinforcement (Typ) ~-Top Deck Reinforcement 3/8"=1'-0" 9" 1'-6' <t. Bent I 7'-6" • • I • • <O >--+----#7x15'-0" -Ill 0 Cl) ::, 0 0 w a. IO Ul Transverse Joint Shear Relnf place to Clear P /S Ducts l-------a--t--,---4-,------~t • • • Bottom Cap Reinforcement (Typ) Bottom Deck Reinforcement Column Reinforcement Column Spiral ->l • '} -,... II .t Uhf)..-U (?' A'') ~ ..,_/"'Ir -r,_,,,_,_ n1, 1 n -f.l (PER FM NO. Z-3~4) TYPICAL ADDITIONAL BENT CAP REINFORCEMENT DETAILS FOR JOINT SHEAR (FOR ALL COLUMNS OF BOTH BRIDGES) DESIGN ff J. ZHU Qf[Cl(ED C. CHEN DETAILS ff QltlMI) SECTION 8-8 3/8"=1'-0" A. VALLIN C. CHEN IV --~ TRANSPORTATION -"""""4::::iC. CORRIDOR AGENCIES GENE FOSTF:R TCA CORRIDOR MANAGER QUANTITIES 8. GARCIA C. CHEN ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 cu 12332 EA 102540 Column Reinforcement BRIDGE NO. AS BUILT ONo~ • Changeda1lla.lwd As-Built Date: 5-759R/ NEWPORT COAST DR UNDERCROSSING POST MILE 21.53 DISREGARD PRINTS BEARING EARLIER REVISION DA TES -• BENT DETAILS No.5 SHEET OF 17 36 • 0 I N • 0 I . CD 24" Dia CIDH Piles Tot 20 ,,. --... I '\ I \ I ' / --- ,,. -..._ I '\ ~ of Column ,,. -... I '\ ,,. --... I '\ I I I I \ I \ I ' / ---' / --- ,,. -..._ I '\ ~ Column Pile Cap (Footing) ,,. --... I '\ I I \ I ' / --- Limit of Extension ,,. -..._ I '\ of Spiral @ 2" Pitch (3" Pitch @ 24" Dia Pile) DIST COUNTY ROUTE 12 ORA 73 REGISTERED CIVIL ENGINEER POST MILES TOTAL PROJECT 20.0-22.0 SHEET TOTAL NO. SHEETS OfESS/ c:;-CHIN C CHEN PLANS APPROVAL DATE PAASDNS DE LEUW1 INC. Two Venture, Suite 550 Irvine, California 92718 KERCHEVAL ENGINEERS l5:/ No J4442 9-30-95 I I I \ I \ I \ I I I \ I 1----16" Dia CIDH Pile at Abutment Footing '-''-Y and 24" Dia Pile at Bent footing 4740 MURPHY CANYON ROAD, SAN DIEGO, CA 92123 (619) 571-0520 ' / ---' / ---' / --' / ---r------ - - --, ..c • ..... 0 • -o I 0 ·-• I 3: CD : CD I "') I .,-r...._ I I I I ---jf------l---+-I __ 1 I I -+--Cf_ of Bent J TYPICAL PILE FIXED END CONNECTION DETAIL (FOR ALL PILES) N o, N -~ ..... 0 0 lJ.. • 0 I N • 0 I . <O ,,. +-... I '\ -~-1-.J ---L- \ I ' / - I L----------J ,,. -..._ I '\ t,,.T', I I \ I ' / --- \ I ' / -- ,,. + ..... I '\ I I \ \ I ' / - 6'-.. ,,.--... I '\ I I \ I ' / --- ,,.+ ..... I '\ I I I \ I ' / - " ,,. --... I '\ I I \ I ' / --- Hook Bars Away From Edge Of PIie Cap---... 1'-4" W8 Wire SECTION B-8 Not To Scale NOT TO SCALE (Pel? FM NO. c-289) 5.17/l?AL. MAY BE MALJE .OISCtJAITl#lltlJS AT T1tE 8tJ7TtJM MATtJFSTEEL. SPIRAL A#ClltJl?AGE PERCALTR.4#5 5TO SZ-1.07---------- See "TYPICAL PILE FIXED END CONNECTION DETAIL" This Sheet (/) 2'-011 --' ------2'-0" 2a'-o" - .... Cl) 0 .!::: Cut-off Line #5 @ 10 Each W . . NOTE: 0 I I!) I.. u -i.o I.. u T I.. u . n i------------;:---~~-:-:-----------J Footing Length PLAN 3/8"=1'-o" A ' r-- ..... i::: '._ '._ '._ ~ • I . L.. .. ..... .. 0 ·'-.. I ..... .. .. 'I-... .. co ay- I 3" • \ 1/1/2" Joint Filler ,.,,, ~ -~ -;o. ---. --" -" --~ . , -. ---, --, -. -. • l ., ,.. • y , • " " " • • .., ... l/ ;:= V = I I/ • • • • -. • • -. • • • • •' ' .. -. /. . II '" • • • • • ---\ \_ #5 L@ 10 Each Woy Alternate The Hook \.,,4 Cl 10 /"""--SECTION A A 1. All Piles Not Shown for Clarity. 3/8"=1 '-o" SOUTHBOUND BRIDGE DESIGN BY 3: .... ---.;:! IXl------'---:1~ .s:: 7 7 -- Bottom of Footing t 1 ELEVATION 16" DIA CIDH PILE DETAIL Not To Scale 0:: 3: • N 0 @ I "') • • ,.,, 0 I @ -Ol Cl) +-' (L) I.. 0 .... C (I) C: 0 0 .c: 0 Q ~ 3: I.. 0 "'O Cl) ..... ..c G: -.!! C 0 Cl) _j :c 'U ~ .... Cl Bottom of Footing Q) 0 I >-L Cl C "'O Q) 0 0 a. Cl) .0 0 -"' -Cl) .... 0 C 0 0 BRIDGE NO. • I.. "') u cc. I 2· -0" r-#6 Spiral SECTION C-C Not To Scale CD .... 0 Cut-off Line ~---.co ...::: 0.1...---- ;!::'. a. a.(/) 7 -- b I lO t 1 ~ • I[) @ • "') ELEVATION 24" DIA CIDH PILE DETAIL Not To Scale (I) Cl) 0 ...... I Cl) I.. >-0 C: L.. ..... 0 Cl C 0 Cl) s .s::. ..... "'O 0 'i Cl) a.. 0 0 I.. 'U .E Q) a. G: Cl) .s::. .0 ..... Cl) 0 0 C ..... Cl) I ...J Cl) "'O ..... (I) Q) .... ·c 0 C: Cl 0 (.) AS BUILT Q NuClmg11 a Changed a Ill rmd Al Built Date: •·•wr" ,,., ..... ~--rAUCl4!4l•·. E. ZHOU, J. ZHU CHECKED C. CHEN DETAILS BY p SWART/GMG CHECKED C. CHEN ~ TRANSPORTATION r-------ir:a:::-v _. __ _:__ ___ +----------1 ~ CORRIDOR AGENCIES NEWPORT COAST DR UNDERCROSSING 55-759R/ ■GHOfl' DATE FILE ID: llllllllllllllllllld9nopecllllll$$l$$$ll$$$I$ PLOT DATE $$Sllloytlme11SSIS PEN TABLE: Slpentoblell QUANTITIES 8. GARCIA CHECKED C. CHEN ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 3 GENE FOSTER TCA CORRIDOR MANAGER cu EA 12332 102540 POST MILE 21.53 FOOTING DETAILS No. 1 -DA'II: • 0 I c-.i • 0 I 1o • 0 I 1o • 0 I . (0 24" Oto CIDH 7 Piles Tot 16 .,..-..... / ( \ \ I ' / -- .,..-..... I \ I \ \ I ' / -- ,,,-..... I \ I \ \ I ' / -- 2'-0" 6'-0" ~LE ID: IIIIIHISISIIISIHSdgn""•cHIIISIIHSSIIIIIII PLOT DATE: IIIISS•ytlm•IIIIII PEN TABLE: $lp•ntabl•IS t. of Column .,.. -' I \ .,.. -..... I '\ .,..-..... / \ I I I I I \ \ I \ I \ I '-/ --'-/ --'-/ -- 5'-0" .,.. -... I '\ I I \ I ' / -- \ I • • I ,,, + ..._ ,,, -I ..... ...i______:'K..· l. -\... - - • - ---,,: -J I I / I \ I \ I ' / ' / _ _,,.. -- ,,, -... I \ ! I \ I ...... ____ ,, .,..-..... I \ .,..-..... I \ ,,, -..._ I \ I \ \ I / I \ I I I \ I ' / --' / --'-/ -- 6' -0" 6'-o" 2'-0" 22'-o" Footing Length PLAN 3/8"=1'-0" DESIGN IV J. ZHU DETAILS IV F. PENA QUANTITIES IV B. GARCIA -C. CHEN O<EQCED C. CHEN -C. CHEN ORIGINAL SCALE IN INCHES FOR REDUCED PLANS NOTE: • ~-----. . 0 0 ~- A ' DIST COUNTY ROUTE POST MILES SH£ET TOTAL TOTAL PROJECT NO. SHEETS .... . 12 ORA 73 20.0-22.0 ~c~ REGISTERED CIVIL ENGINEER ~~fESS/~ w -~ ~I CHIN C CHEN ').' !Iii No. 3:4442 l;l PLANS APPROVAL DATE \« Exp. 11-30-95 •/. .. ARSONS D& L&UW1 INC. ~~ .... CIVIL /.,t~u---l Two Venture, Suite 550 OF ct-\.\\ Irvine, California 92718 KERCHEVAL ENGINEERS 4740 MURPHY CANYON ROAD, SAN DIEGO, CA 92123 (619) 571-0520 Heleased tor Gonstruciion- ~~J ._ ~ 3.. ~ 1 /2" Exp. Joint Filler -...--=_...,_._,_ .--------J__Ju:;rai;;i;;a:a:;a._-1-4-+4-~I--~ /-f5 0 12 Each Woy f ~--+-flll'· ....... -q....,11:1""~·'½-.,,. ... :i.....,'½-·-fl .. tl.-..d"Hf--Hl--f--#,G-.,_...o! .. IJ-.,-t,,,....1,~~-.._~ .. ,':-4-4,.i;i•.,_,,. .... -""". . io I ~ ... ... (.) (.) -. 1o it) .:: / '-· L_t ••• ............ •.1:: ·ti-="'•:''. i:i •• ••• ••• • •::i L • ••• 1........-1-;;;;..;:;;;;..;:~-----------------,,£.-/ ___ •..,._-1-__ __J #5 lo 12 Each w,,y / \ '---#11 0 6 Each Woy Alternate The Hook -- SECTION B-B 1. All Plies Not Shown for Clarity. 3/8"=1 '-0" NORTHBOUND BRIDGE AS BUILT a NoChangq Q Changed u lllrlad M lulltl>m: ~ TRANSPORTATION -....... CORRIDOR AGENCIES GENE FOSTER TCA CORRIDOR MANAGER BRIDGE NO. 65-759R/L POST MILE NEWPORT COAST DR UNDERCROSSING FOOTING DETAILS No. 2 I I I I I D 1 2 I I J cu 12332 EA 102540 21.53 DISREGARD PRINTS BEARING ts--=-c;R~;a.aVl-';::'::SION DAlES PREUMl~STAGE ONL1 SHEET Of EARLIER REVISION DATES -► ~~19.&-{J'%f~. ~~~,~r~ ~f!gi1 19 36 UTILITY OPENINGS Opening Opening At End At Location Owner Description Diaphragm At Bent Cap Abutment @ Future 24"Dia x 0.25' Utililty Thick Welded 48"X30" 26" Dia 24" Dia Steel Pipe @ TCA Four 36"x20" 20"x20" 20"x20" 4"Dia Conduits © 3"Dia G.S.P. •14" Dia 6" Dia * 6" Dia Irrigation Supply Line • Provide Steel Casings per 6 & e; 1 '-0" (P.::11:,., /"# ,Vv z-2 7-f J 81/IL/J /JR/PGROOJ/E AT J'llE ST;t/lv'/JARO LOCATltlN tJF G '1/AISIPE TIIE EIJ6E OFSOFFIT. 3/4" #"#ERETIIE/JR/PGRtli:?J/EP,4T/IISINTEl?Rf/?1Z. BY TIIE a'illM'AI, EAIO T#E OR/P 6Rt7t1J/E AtVO CC'Nli'NttE ON TIie OTHER SIPE :Jr --Rec:~: ___ COL~ 2" dio Sprinkler control conduit, see "Road Plans• 1 1 /2" dla Electrical conduit, see "Road Plans" TYPICAL RECESS DETAIL TYPICAL CONDUIT THRU BARRIER No Scale DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NC, SHEETS 12 ORA 73 20.0-22.0 ~c;~ REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE PARSGNS DE LliUW, INC. Two Venture, Suite 550 Irvine, California 92718 KERCHEVAL ENGINEERS ~FESS N I CHIN C CHEN ~ No. 34«2 p, 9-30-9 CIVIL 4740 MURPHY CANYON ROAD, SAN DIEGO, CA 92123 (619) 571-0520 i SB Rte 73 q_ Rte 73 l NB Rte 73 44' -o" , "''-----.1.,------'\ 1'-.'--_s_4_' -_o_"-------i 1 '-9" 1 o'-o" 48'-Q" , o· -o" , • -9" 1'-9" 10'-0" 36'-0" 1 o'-o" 1'-9" 1·-11" 60'-6" ~----------------------i-L.~-+,..i--16" Opng. For 22'-o" 11'-4" r© ~ ©-\ ,-1 1 /2" dla Electrical \ Opening For lrrlgatJ.Pn...,_ Profile Grade I conduit, see "Rood Plans" ' . r ~ • 10 I I J I 3/4"x10"/ Beveled ':.t, '' l .'--------J ,__'t---+--~.t-- Recesss (Typ) Eq Ea supply line (Typ) ~4) & ~ -V Vories . • ,....., co ~ I ix> .._, • O> I,---.---~ 1'-0" & (Typ) I all (IJ Gl • ·.:: v ' ~ ,... CX) 5'-3" 8'-9" 3 Spaces C 12'-0"•36'-o" 3'-9" _/ Ji:-~-a;;_> » CM. IIEllGN II\IPllllff ~-3-j s::: iliNIFF Mrt rILE ID•••••••••••••••••••dgnsp•c••••••••••••••••••• PLOT DATE, •••••tsy'tl"'••••••• PEN TABLE• IJ1Jp•n'to.lol•IJ$ LEFT BRIDGE (Southbound) DESIGN JY DETAILS JY QUANTITIES JY Varies I co I . I() I 8'-9" C. CHEN A. VALLIN B. GARCIA I -8" Dia. ~ Drain Pipe l:!7-1 o 1 1 /2" dla Electrical conduit, see "Road Plans" 'l:: I . .,... /4 / ' Q Ji I -Cone Barrier T)"l)e 25 Modified (T)'l)), See "MISCELLANEOUS DETAILS No.1" Sheet -------. 2" Conduit For 1 Sprinkler Control See "Road Plans" l \ 4" fillet I (Typ) e)&~Jc Profile Grade • 0) I 16" Opening For 8" Dia Drain Pipe 87-10 V • 0 I • .,... 1 1 /2" dla Electrical conduit, see "Rood Plans" E / I :f ,/;J ;)> ~ /4 .,... I I ' /I I Varies ' . I \?a .. ✓ \ _/ t \! 1 ~Typ) _f----f ~--I~ • ~\ / .L--1 ~ 7 I') (Typ)2 L Cj ~-/ 3/4" Drip Groove & Varies Le (T)'l)) I 5'-3" 3'-9" P rofll e _ ___, Grade -3/4" Drip Groove (Typ) TYPICAL CROSS SECTION Scale 3/16"=1'-0" QCCICEIIJ. ZHOU 5'-3" QCCICEII QCCICEII ZHU/E. C. CHEN ~ TRANSPORTATION A CORRIDOR AGENCIE C. CHEN ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 1 ~-ri;---=-==~======~~~r==\:=====r=~--=-=~...c.-:....~===~_J'f, ~:._0 ,. (Typ) . • n I ~-~ '5 ~ I v0,.;. ~ 3/4"x10" • - I 6'-9" ~ .,... > . I 8 -9 Beveled (Tw) , .,... .,... a:> all I I Recesss (Tw) 0 ,- I ~ Girder:1 (Typ) GENE F'CSTER TCA CCRRIDCR MANAGER cu EA 12332 102540 • .,... ,....--..._ \:4J® I 2 Spaces O 12'-0"=24'-o" RIGHT BRIDGE (Northbound) 3/4" Drlp Groove (Typ) 9'-7 1/2" 5'-3" \_ 2'-10 1/2" AS BUILT ONoChangae • Changed.-II .tlllcl A9 Bullt Date: -~--¥./.\ m~••• .. ;a. eoNSTftUffllfl BRIDGE NO. 5-759R/ NEWPORT COAST DR UNDERCROSSING POST HILE 21.53 TYPICAL SECTION No. 1 DISREGARD PRINTS BEARING EARLIER REVISION DATES -► SHEET OF 20 J6 #4 Tot 2 Lap with #5 Bar Over Bent (Typ) 0 0 0 0 O /15 Tot 2 (Typ) 3/4" Drip Groove (Typ) fl.B Cont Tot 2 (Tw) #5 Tot 6 O.F. (Typ) /15 0 12 1.F. (Typ) 3/4" -----;-1/l Drip I \r• 6" Groove --l (Typ) (Typ) • (±_#~~ ;:;,. CM.--IIVDISllllff '2-'.3-,< ,-un: rlLt ID••················•dgnspec••················· pl nT n• T .. , ........ v1:1"'•······ PEN TAl!Lt• •spento.bl•""' 0 0 0 0 0 0-... ...... u g_ ... • I- u ---..,; ~ .... ......, Add #6 Tot 2 Top & Bottom each side of opening •• 2 1/2" l•c1r (Tw) -------- --------- Deck Drain ROUTE POST MILES SHEET TOTAL PROJECT ND, DIST COUNTY 12 □RA 73 20.0-22.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE PARSONS DE LEUW, INC. Two Venture, Suite 550 Irvine. California 92718 KERCHEVAL ENGlNEERS ~ESS ~ ~ PDH c CHEN \@ No. 3«42 r 9-30::9§ ,.. CIVIi.. II-~ or ct.\.. 4740 MURPHY CANYON ROAD, SAN DIEGO, CA 92123 (619) 571-0520 NOTES: 1. For Length of Additional Top & Bottom Decks MHd Steel Lo)'Out ond Details, See "GIRDER LAY()JT No. 4" Sheet. TYPICAL ADDITIONAL DECK DRAINAGE REINFORCEMENT AT OPENINGS No Scale #6 S=11\..../ ~or ___ _ Place Normal To The 't, Of Bridge For iranverse Deck Rernf La~ut See MISCELLANEOUS DETAILS No. 2" Sheet. .,--Extra (15 (Tw) ---. 0 0 0 0 0 0 0 0 O O O O Add'\ #5 Cont (Tot 2) Per Boy #5 Cont Tot 2 (Typ) f,5 Tot B (Typ) for lf Interior Girders {16 U (Typ) __ _,,. 0 0 0 0 0 O O O O #6 Cont Tot 8 _ _,,, Equally Spaced (Typ ot Eo Bay) 0 0 0 0 #6 (Typ) 0 0 O 0 0 0 0 0 #4 Tot 5 Per Bay 5 Tot 12 Per Ba O O O 0 0 0 0 O ----1' 3" #5~)o 15--_ _,,,-- Place Normal to Ct. Bridge TYPICAL CROSS SECTION RIGHT BRIDGE (Northbound) Scale 1 /2"=1'-0" l't --E. ZHOU 1'-11" (Typ) 0 0 0 j DESIGN C. CHEN GENE FOSTER lt_ Girder 1'-11" (Typ) I 0 0 O 0 0 0 IY CHEa<Ell DE:TAILS A. VALLIN C. CHEN ~ TRANSPORTATION ~~ CORRIDOR AGENCIE TCA CORRIDOR MANAGER l't CHEa<Ell QUANTITIES B. GARCIA C. CHEN ORIGINAL SCALE: IN INCHES raR REDUCE:D PLANS 0 l 2 3 cu 12332 EA 102540 114 Cont O 18 (Typ) ....--Addltlonol MIid Steel (See Note 1) 0 0 0 0 0 0 0 0 See "Typical Recess Detail" on "T'<PICAL SECTION No. 1" Sheet 0 0 0 O O O O O O O Additional MIid Steel (See Note 1) 1'-11" (Typ) -/14 Tot 6 (Typ) 5 Tot 6 (Typ) f16 ]{or lf Stirrups Typical for Exterior Girder AS BUILT .NoCblngal Cl Changec:lulllir'Md Aa-Bullt Date: ... ,:: Ritt• ,CMc:c. • .-.rm RIGHT BRIDGE -NORTHBOUND NEWPORT COAST DR UNDERCROSSING BRIDGE ND. 5-759R/ POST MILE 21.53 TYPICAL SECTION No. 2 DISREGARD PRINTS BEARING EARLIER REVISION DATES _ _, SHEET or Girder /14 Tot 6 1'-11" #4 Cont O 18 (Typ) 1'-11" 1'-11" Additional MIid Steel (See Note 1) (Typ) Top ,+,&,:......., ... Long Relnf #5 Tot 6 (Typ) 'l- (Typ) . ,. ~eC 0 #6]_/:r lJ Stirrups Typical for Exterlor Gfrder 1 '-3" Additional Mild Steel (See Note 1) ~ 0 0 0 0 0 O O O 0 0 0 0 0 See "Typical Recess Detail" on "TYPICAL SECTION No. 1" Sheet ;/-560 15 Place Normal to 't. Bridge --.r CAI..-IUldN IIVl:IISIGHT C 2-3-9 _ IJ&U ► MTE •ILE ID•••••••••••••••••••dgnsp•~••••••••••••••••••• '"'1 ....... '!"'I",-~, -..--,,:.-~.-.; ... ,.,+1""'.,.$S-$.S$ PEN TA RLE1 S$oPrrtr,_hl P•S (Typ) (Typ) 0 0 O 0 0 0 0 O I. (14 Tot 5 Per Bay .. I (Typ) #5 Tot 12 Per Bay • • .... (Typ) #6 V (Typ)------ 0 0 0 0 0 0 0 0 0 0 0 0 0 Mild Steel ---~ (See Note 1) 0 a o 0 0 0 0 0 .r-----Extra #5 (Typ) ----,. 0 0 0 0 0 0 0 0 '---Add'I #5 Cont Tot 2 Per Bay '"tt--==---#5 Tot 12 (Typ) for Interior Girders 0 0 0 0 0 0 0 0 0 0 0 #6 Cont Tot 8 Equally Spaced (Typ at Ea Boy) a o o TYPICAL CROSS SECTION LEFT BRIDGE (SOUTHBOUND) DESIGN IY C. CHEN DETAILS IY A. VALLIN QUANTITIES IY B. GARCIA Scale 1/2"=1'-0" --J. ZHU CHtCICD C. CHEN --C. CHEN □RIGINAL SCALE IN INCHES F□R REDUCED PLANS ti 1 TRANSPORT AT ION CORRIDOR AGENCIE 3 GENE: f"□STER TCA CORRIDOR MANAGER cu 12332 EA 102540 0 0 0 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 ORA 73 20.0-22.0 ~ESSJa ,-: ; CHIN c CHEN ~ Ne,, 3f«2 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE • E><r-9-30-90 1-P_A_R_S_G_N_S_D_li_L._E_U_W_,_I_N_C_..;.'\ CIVIL Two Venture, Suite 550 or ci,,\.\l Irvine, California 92718 KERCHEVAL ENGINEERS 4740 MURPHY CANYON ROAD, SAN DIEGO, CA 92123 (619) 571-0520 NOTES: 1. For Addltlonal Top & Bottom Decks MIid Steel Layout and Details, See "GIRDER LAYOUT No. 2" Sheet 2. For Additional Deck Drain Relnf At Opening See "TYPICAL SECTION No. 2" Sheet. #6 S=11 ~ Q or ~ ----- PI ace normal to the It_ of the Bridge For Transverse Deck Relnf Layout, See "MISCELLANEOUS DETAILS No. 2" Sheet. 0 0 O #4 Tot 2 Lap with 115 Bar Over Bent 0 0 3/4" Drip Groove (Typ) #5 Tot 2 (Typ) ;/-5 Tot 8 O.F. (Typ)-----.. 6" #6 (Typ) '----{15 0 12 I.F. (Typ) 0 0 O 0 0 0 O Additional Mild Steel (See Note 1 On Thls Sheet)-~ AS BUILT ■ No Chlng1I . Cl Changed u Mlirad • Aa-Bullt Dt!t1t1 • 3/4" Drip Groove (Typ) LEFT BRIDGE -SOUTHBOUND BRIDGE NO, 5-759R/ NEWPORT COAST DR UNDERCROSSING POST MILE 21.53 TYPICAL SECTION No. 3 DISREGARD PRINTS BEARING EARLIER REVISION DATES _., SHEET OF 1.=-Jl 22 36 • a, I 00 I a, I 24'-o" Flare Abutment 1 24'-o" Flare s Soffit Access Opening (Tw) Tot 3 12 \ "' . ,,,..._ Edge Of Deck "'-J i .._, 24'-0" Flare ~t2 ~ (Typ) 87-1 V-1 GIRDER No. 1 2 3 4 5 6 24'-0" Flare TABLE 2 BRIDGE GIRDER CAMBER 0(1 4 0.40 0.36 0.31 0.24 0.16 0.11 CAMBER (ft SPAN 1 D 1/2) D 3 4 0.56 0.37 0.49 0.32 0.41 0.25 0.32 0.19 0.21 0.12 0.13 0.06 Abutment 3 SPAN 2 D 1/4 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.00 0.02 0.07 0.06 0.07 0.15 0.13 •• ® (Typ) End of Approach Slab (Typ) U-3 5'-0" DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 20.0-22.0 9-0fESS/ REGISTERED CIVIL ENGINEER ~ _.., ii QHIN c Q:1EN ~ jSi No. 3™2 PLANS APPROVAL DATE PARSDN■ a■ L ■UW, INC. Two Venture, Suite 550 Irvine, California 92718 KERCHEVAL ENGINEERS . 11-30- CI\IIL OF Ct,\.\ 4740 MURPHY Cl\lff()N ROAD, SAN DIEGO, CA 92123 (619) 571-0520 PRESTRESSING NOTES 270 KSI Low Relaxation Strand Pjack (Girder 1)= 3,670 Kips Pjack (Girder 2)= 3,450 kips Pjack (Girder 3)= 3,170 Kips Pjack (Girder 4)= 3,070 Kips Pjack (Girder 5)= 3,070 Kips Pjack (Girder 6)= 3,070 Kips GENERAL 1.) Distribution Of Prestress Force (Pjack) Between Girders Shall Not Exceed The Ratio Of 3: 2. Maximum Final force Variation Between Girders Sholl Not Exceed 725k 2.) Concrete: F'c=5,000 psi O 28 Days F'cl=3,500 psi O Time Of Stressing Edge Of Deck 12 32 Sta. 1032+20 3.) Contractor Shall Submit Elongation Calculatlons Based On Initial Stress At = "A" Times• Jacking Stress: • . CD -H . . CJ 1 -:.t /16U ZC or Stirrup Spacing 0 Girder 6 Abutment 1 24'-o" Flare (Tw) 3009 3" B7-1 S-3 0.4 L1 2009 20012 Stirrup Spacing 0 Girder 2,3,4&5 #6U ZC or Stirrup Spacing 0 Girder 1 &tcJ! ... ~~~ ---.-GIIT < 7--~-~ _,-DA'II 3" 5005 3" FlLE ID: ttsttt••··········tda,,apac$···••ttHHttll••· F'I nT nATF"• ttttttsvtlmetttttJ PEN TABLE: ttpentablett 40012 Note: Girder Stem Width In Inches Shown Thus ~ Coble Path Is Parabolic Between Points Shown .. 1 LO I") I -,... 0 18" 0 18" 0 18" L 1 GIRDER LAYOUT No Scale 20012 "' For Section 8-B, See "MISCELLANEOUS DETAILS No.2" Sheet. •• See "TYPICAL SECTION No.1" Sheet For ® © Descriptions And Opening Locations. Bent 2 0.1 L1 0.1 L2 • I I a) ~ CXl LO IO .... t0 10 I I • 1o IO • N I 24'-o" . ... Flare Tw TYPE Double 0-2 Modified Deck Drain Tot 1 see "DECK DRAIN TYPE D-2 MODIFIED" Sheet (T)'J)) 8"Dia PVC Drain Pipe ~ Opening For Drain Pipe Point Of Inflection (Typ) Theoretical Point of No Movement ---..__ See "ROAD PLANS" For Outlet (Connect To Roadway) . .... 0 I Flare (Typ) 0.4 LZ Abutment 3 I __j . • CD +I . • en I -:..t 9005 5003 1/2 4006 30012 018 20012 4006 3n (Tw) 3" 3" 20012 6009 6006 20012 C 18 20012 2009 3" (Typ) 3" 3" 20012 3009 9003 1 /2 3006 2009 20012 0 18 20012 2009 3" L 2 NOTE: LONGITUDINAL SECTION AS BUILT .NoChengae 1.) Longltudinal Section Shows Girder 1 Only. Other Girders ore Similar. No Scale Q Changed as llerlr8d As-Built Date: A = 0.892 (Girder 1) A = 0.894 (Girder 2) A = 0.895 (Girder 3) A = 0.896 (Girder 4) A • 0.897 (Girder 5) A = 0.897 (Girder 6) 4.) Total Number Of Girders = 6 5.) Design Is Based On .ti = 0.20 K = 0.0000 6.) Pjack Specified At The Stressing End(s) Includes Friction losses And Provision For Loss In Stress 7.) Tendons To Be Jacked To . 75F's And Anchored At An Equivalent Anchor Set = 3/8n 8.) One End Stressing Sholl be Performed from the Long Span End Only . ........ ........ ~ --~ v ~ ~ N 0 0 0 ' 0 -,,, 0 --,,, 0 -. ci 0 0 . 0 0 D 0 0 C C: C: N C: C: t') ... 0 0 0 0 0 ..., ~ ~ 0. ..... a. a. ..., :J (/) (/) (/) C (/) Vl ::, ..Q ~ ~ Q) ~ ..Q < ~ CD ~ < ~ --t') (:ti ,... ,... t') c,J CAMBER DIAGRAM NOTES: NO SCALE 1. Camber Does Not Include Allowance for Falsework Settlement 2. For Bridge Camber D, ., . .;5ei1,,:rable 2 on this Sheet. . ' • lndlc~s flush mounted ,1s?ffif, 1.i,9~.ts~-------------~ • • • LEFT BRIDGE SOUTHBOUND DESIGN IY J. ZHU CH!CXD C. CHEN ~ TRANSPORTATION ~ CORRIDOR AGENCIES BRIDGE NO. 55-759R/ NEWPORT COAST DR UNDERCROSSING DETAILS IY GMG/E.REYES -C. CHEN QUANTITIES IY L. HE -B. GARCIA ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 GENE FOSTER TCA CORRIDOR MANAGER cu 12332 EA 102540 POST MILE 21.53 GIRDER LAYOUT No.1 DISREGARD PRINlS BEARING SHEET or EARLIER REVISION DA TES -► 23 36 #7 x BB'-o" Tot 78 Spaced Equally Mechanical Splices May Be Used Outside This Region. DIST COUNTY ROUTE 12 ORA 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE POST Mll£S SHEET TOTAL TOTAL PROJECT NO. SHEETS 20.0-22.0 9.0f:ESS/ CHIN C CH . 3+1:1:2 of Abutment 1 t of Abutment 3 PARSGNS DE LEUW1 INC. Two Venture, Suite 550 8-30-8 CIVIL OF ell\.\~ Irvine, California 92718 ' \ ---,--r KERCHEVAL ENGINEERS -\\· 1.. 4740 MURPHY CANYON ROAD, SAN DIEGO, CA 92123 \ \ '\ 1 (619) 571-0520 \ \ \i!j Girder 5 ---------------------------,------.------ y& -----------~ ---------------------______ .....,_ ----------------~ \\ ._ --- \ \ .g \ ., >- Girders 2, 3, 4 --------------------------------------------------------------------------------------------- ------------...--------------.:s;:_= ------------.;:;,_-;: --_,._ -,-="-------4;=0:---"'--------- 5 '-0" ADDITIONAL TOP SLAB MILD STEEL REINFORCEMENT LAYOUT Horiz : No Scale Vert : 1/8"=1'-o" 38'-0" \ C: ~ \ \ \ ~ i AS BUILT • NoChangll 0 ChangedaW ,.. Bullt Date: 't. of Abutment 1 #8 x 11 o· -o" Tot 68 ----. Spaced Equally q;_ of Bent 1/ Mechonlcol Splices Moy Be Used Outside This Region. t of Abutment 3 ' ' ' --------~ ----;.~.-~ ~ ---;5~0:--~------------------------- \ \\\ _ __Qirder_§_ ______ _ -=--=-________ -=----=--~ __ -=--_______ ~ ...---..:--________ ~, _______________ -~~.~~~:~~ 39 _ ;.,I. ::._ ______ -=---=--___ _ \ ---- \\\~->,-------------\ \ \--Girder 5 --------------. \ ,_.,,,=-=-=""'-=-=-=-:-=-,,,,_..,......_,.,--=----=---=---""'I. ',:\...,..__ ____ ___ \ ,-.-.-------------7 \ \ 1'-2" Into Support (Typ) NOTES: 1. Continue Slab Reinforcing 1'-2" minimum into Abutment Support. 2. Mild Steel Reinf is distributed and spaced equally over the entire slab, 3. No Splices Allowed Unless Noted Otherwise. 4. Stagger Mechanical Splices at 4'-0" Center to Center. -DATE ---------------------- 56'-0" 54'-0" s2'-o" 48'-o" "" ,---------------------------------------------------- ""--Edge of Deck , except overhang and girder. DESIGN IY DETAILS IIY QUANTITIES IIY ADDITIONAL BOTTOM SLAB MILD STEEL REINFORCEMENT LAYOUT J. ZHU QIEQCED C. CHEN G. GEORGESCU CHEQCID C. CHEN 8. GARCIA QIEQCED C. CHEN ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Horiz : No Scale Vert : 1/8"=1'-0" ~ TRANSPORTATION ' CORRIDOR AGENCIES 0 1 2 3 GENE FOSTER TCA CORRIDOR MANAGER cu 12332 EA 102540 .-aa,,,, m,r1• .;;~·j: • FOll-oot«MK.1t01t· ,--------------------1 LEFT BRIDGE -SOUTHBOUND BRIDGE NO. 5-759R/L NEWPORT COAST DR UNDERCROSSING POST Mil.£ 21.53 GIRDER LAYOUT No. 2 DISREGARD PRINTS BEARING SHEET OF EARLIER REVISION DATES -► 24 36 • 0 I 'N .... • 0 I 'N .... 24'-0" Flore /1,6 ijor ZLGlrder 1 Stirrup Spacing 87-1 S-3 (;6 UGlrders 2, 3 and 4 Stirrup Spacing /16 ?/or Z LG1rder 5 Stirrup Spacing 24'-o" Flore ......,_V ___ 1---f (Typ) Soffit Access Opening 5 Tot 3 24'-o" Flare ~nt2 ' Edge Of Deck-' ' ~ Abutment 1 3" 20010 I 3" 3001 I 3" 5004 , I Note: Girder Stem Width In Inches Shown Thus ' I ' I ,---Coble Poth Is Parabolic Between Points Shown @ 18 0 18 35012 0 18 ' I L 1 Point Qf Inflection (Typ) 1 '-3" IIY Flore Edge Of Deck TYPE Double D-2 Modified Deck Drain Tot 1 see "DECK DRAIN TYPE D-2 MODIFIED" Sheet (Typ ). GIRDER LAYOUT Not To Scale • See "TYPICAL SECTION No.1" Sheet For 0.6 L1 ®© Descriptions And Opening Locations ••• For Section 8-8, See "MISCELLANEOUS DETAILS No.2" Sheet. 0.1 L1 I • .... .- I . . v"- (~ Bent 2 0.1 L2 -i-3'-0" (Typ) • '-0" / / Typ; / I -----'-. / ~ ...... . ~N I-·' ---.... 24'-o" Flare(Typ) 0.6 L2 I 16012 I 8005 I soo3 24011 14014 . . 0 18 I I I I 40010 1 3001 I I 20010 3' 3" I 3· 13·• 4207 I I , 15012 . I I . 4003 4404 2507. 15012 . 3" 3'' I I I I 0 18 0 18 L 2 • @ (Typ) © (Typ) End Of Approach Slob 5'-0" (Typ) • Opening For Drain Pipe 8" dlo Steel Drain Pipe -~ Connect To Roadway Drain Pipe See "ROAD PLANS" For Outlet ~. Abutment 3 Theoretical Point of No Movement --~ \, 1'-3" '__J . • 0 I . .... ~ I 2208 3" 601: 3" • <l) +I • CJ> I ½ LONGITUDINAL SECTION Not To Scale Note: Longitudinal Section Shows Girder 5 Only. Other Girders Are Slmllar. CH[QCE) DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 ORA 73 20.0-22.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE PARSDNS DE LEUW, INC. Two Venture, Suite 550 Irvine, California 9271 8 KERCHEVAL ENGINEERS ioFESS/ QilH C QiEH No. JW2 P-30-9 CIVIL OF Ct.\. X 4740 MURPHY CANYON ROAD, SAN DIEGO, CA 92123 (619) 571-0520 PRESTRESSING NOTES 270 KSI Low Relaxation Strand Pjock (Girder 1)=2,600 Kips Pjock (Girder 2)=2,800 Kips Pjock (Girder 3)=2,900 Kips Pjock (Girder 4)=3,100 Kips Pjock (Girder 5)==3,300 Kips GENERAL 1.) 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 2.) Concrete: F'c-5,000 psi O 28 Days F'cl=3,500 psi O Time Of Stressing 3.) Contractor Shall Submit Elongation Calculations Based On Initial Stress At = "A" Times Jocking Stress: A .. 0.916 (Girder 1) A = 0.915 (Girder 2} A = 0.915 (Girder 3) A = 0.914 (Girder 4) A = 0.913 (Girder 5) 4.) Total Number Of Girders = 5 5.) Design Is Based On ll == 0.20 K = 0.0000 6.) Pjock Specified At The Stressing End(s) Includes Friction Losses And Provision For Loss In Stress . 7.) Tendons To Be Jocked To .75F's And Anchored At An Equivalent Anchor Set = 3/8" 8.) One End Stressing Sholl Be Performed From The Long Span End Only. NOTES: • Indicates Flush Mounted Sofflt Lights AS BUILT • NoChangN Q Changed u Marlald As-Built Date: ___ _ •·--~ Ill 1 ,_. 'Gff lONiffll&fW RIGHT BRIDGE -NORTHBOUND (_,1_.'ff:_~ DESIGN E. ZHOU IIY CH[QC!I) C. CHEN ~ TRANSPORTATION CORRIDOR AGENCIES BRIDGE NO. 55-759R/ NEWPORT COAST DR UNDERCROSSING A. VALLIN/GMG --· --< DETAILS C. CHEN 2'--3.-1 QU~TlTlES IY B. GARCIA CH[QC!I) C. CHEN -DA'II: ORIGINAL SCALE IN INCHES FOR REDUCED PLANS ~LE ID: ··••sttt••tt••····kgnepec·•················· PLOT DATE: ······•ytlm••··••s PEN TABLE: ·•pentabl•·· 0 1 2 3 GENE F'OSTER TCA CORRIDOR MANAGER cu 12332 EA 102540 POST t.llLE 21.53 GIRDER LAYOUT No.3 DISREGARD PRINTS BEARING SHEET OF EARLIER RE"1SION DATES -• 25 36 t of Abutment 1 \ #7 x 76' -0" Tot 56 Equally Spaced L 0 ·-L Q) >, ..., 0 C: ID b 0 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 20.0-22.0 ~e~ ~ESSt REGISTERED CI\IIL ENGINEER ~ ~ CHIN C CHEN ;t; ~ No, 34442 PLANS APPROVAL DATE • Mp. 9-30-95 • 1-P_A_R_&_D_N_&_D_E_L_E_U_'"••-i,,-IN_C_,. \\ CIVIL /1---l Two Venture, Suite 550 OF Ct.\.X Irvine, California 92718 KERCHEVAL ENGINEERS 4740 MURPHY CANYON ROAD, SAN DIEGO, CA 92123 (619) 571-0520 ~ -,-.,. N -t -. ' --• 0 0 0 0 0 --I') 0 0 0 0 0 '-' .._, .._, . . • . . .,,..,._ - - - ---------- - - - ----\ \ \ d C C C 0 0 0 0 0 '/ -~ t of Bent 2 #7 X 96'-0" Tot 64 ~ ADDITIONAL TOP SLAB MILD STEEL REINFORCEMENT LAYOUT Horlz : No Sc9le Vert : 1 /8"=1 -0" t of Abutment 1 Equally Spaced~ ..-#7 Cont Tot 36 Mechanical Splices May Be Used Outside Of This Region. Equally Spaced '<----'--------"-c-----------_..,.,.._ -----~------- ----------------- Girder 4 \ \ \---r--.r--.,.....--------... \ --- \ 1'-2" Into Support (Typ) --------r Edge of Deck _/ ~L£ ID: ttttttttttUttttttS99napecttttttttttttttttttt PLOT DATE: ······•)'tlmettttn PEN TABLE: ttpentablett ' ----~\\ /!--------__.,..--', \ ----------:s:::.. ----------------------~--46' -o" so· -o" 50'-0" 46'-o" ' -----------------------~------ ADDITIONAL BOTTOM SLAB MILD STEEL REINFORCEMENT LAYOUT Horiz : No Sc9le Vert : 1 /8"=1 -0" DESIGN .., OtECKID E. ZHOU C. CHEN OtmCID ~ TRANSPORTATION 1--DE_TA_1L_s_--1-..,_G_. _G_E_O_RG_E_s_c_u_---11---c_. _c_H_E_N __ -1 ~ CORRIDOR AGENCIES QUANTITIES .., L. HE -B. GARCIA ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 GENE F'OSTER TCA CORRIDOR MANAGER cu 12332 EA 102540 \ ' \ \ \\ -~ 1 - -.L.! ~_J\ L 0 ·c::: Cl) >, .... 0 c: ID ~ C: C C N C C C I') 0 0 0 0 0 0 a. a. a. .... a. a. a. .... (/) Cl) Cl) C: (/) (/) (/) ::, -t -t Q) -t -t .c N ID ~ < ' --I') e:tl ..... ..... I') ~ CAMBER DIAGRAM No Scale NOTES: 1. Camber Does Not Include Allowance For Falsework Settlement 2. For Bridge Comber D, see Table 1 on This Sheet.. 3. Continue Slab Reinforcing 1 '-2" Minimum into Abutment Support. 4. Mild Steel Reinf is Distributed And Spaced Equally Over The Entire Slob, Except Overhang And Girders. 5. No Splices Allowed Unless Noted Otherwise 6. Stagger Mechanical Splices At 4'-0" Center To Center. GIRDER No. 1 2 3 4 5 TABLE 1 BRIDGE GIRDER CAMBER CAMBER (ft) SPAN 1 0(1/4' 0(1 /2) 0(3/4) 0.16 0.21 0.12 0.18 0.24 0.14 0.23 0.31 0.18 0.28 0.37 0.23 0.32 0.44 0.27 AS BUILT ■ NoChangaa Q Changed u Marked As-Built Date: SPAN 2 0(1/4: 0.00 0.00 0.00 0.00 0.00 0(1/2) 0(3/4) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 OCM wnar · • ··•Rt.1 o.'.• .. ·F'OR~ RIGHT BRIDGE -NORTHBOUND BRIDGE NO . 5-759R L NEWPORT COAST DR UNDERCROSSING POST MILE 21.53 GIRDER LAYOUT No. 4 DISREGARD PRINTS BEARING EARLIER REVISION DA TES -• SHEET 1-11 26 -94 OF 36 <t, Abutment 30'-0" Edge of Approach Slob • • Invert Elev Drain Pipe Connect to Corridor Drainage System See "ROAD PLANS" • • 450.24 -At Left Bridge 427.37' -At Right Bridge 5'-0" 5'-0" <t, Expansion Coupling Reducing Y 8" dia Galvanized Steel Collector Pipe Manufactured Expansion Joint Coupling (Galv} Provide a Min Movement of "a" or 4" whichever is greater. For "a" dimension see "ABUTMENT JOINT SEAL DETAILS" Sheet TYPICAL DECK DRAIN PIPE DETAIL AT ABUTMENT 1/4"=1'-0" ( PER FM Aid. c-~I~) SUBST/Tl/TE #5--, e,"T,4/lS t IIOLO BACK .JUST FAR ENt)(/GH Ttl ,t/Y0/0 CONF"l.lCTW/✓dlNT$£"At. HARPJV4RE. APPEP #S-l lAltS Alt£" /N CdN.IVNCT/()N W/TH 111/S Si/t!IST/7'{/T/ON. Long &: Tronsv Top Slob Reinforcement ------., Additional /16 C 11" Tot 16 . 16'-0" io #5 ~!o 6" Between Girders Place Parallel To The ct Girder And Space Normal To ct Girder Addltlonal /16 0 11" Tot 16 I I I Abut Brg 4'-0" (See Note 3} • ••••• 1'-6" Blockout ' #7 Tot 6 ' Extend to ' ADOEo#s 7, Edge Of Deck ' ' @ 12"0.C. ~ -1.RIENT T,4/t.S -0 ' #4 Cont C 12 • § PARAt.LEL TtJ 0 f GIRlJERS ..0 ' .c ..... H5L]o12• ::, 0 en Place Normal to t Abut • fJ:) Bearing l I . • <5. CX) <:) ,/ -q~ #7'\. ;!YTot 4 Place Parallel to ( Abut Bearing ~ I-4" min Long & Tronsv Bottom Slab Reinforcement ,,..... "O C: 5 .Q .c t'. 0 z ._.. • 0, I • (0 0.105"x1 • io 1/2" Dia x Lag Bolt (Tot 3 Per Angle) Typ Thimble may be Cast-in Place after Tightly Wrapping with 2 Wraps of 15# Bldg Paper or Seal per 5'-0" ~ c::t ,___..__ r----~ b----d Cop End with 1 / 4" Steel Plate. Tock Welded and Sealed Watertight 24" Dia x 0.250" thick Welded Steel Pipe. asphalt Coated and Wrapped with PVC Tope. -------- ------- Approach Slob Abut Bearing 1'-0" ---- Abutment STEEL PIPE (CASING) FOR FUTURE UTILITIES (SOUTHBOUND ONL YI No Scale i--1_'-_8_'_' --i ,--4" Dia Pipe 1 O" 1 o" DETAIL A Note: Bar 1/4x2 (Galvanized) Bar 1/4x1 ( Golva in lzed} L2x2x1/4 4x6 Timber (Redwood} All Welds Are Shop Welds of 3/16" Fillet Welds Unless Noted Otherwise Steel Plate 1 /2" __ _,, (Width of Opening -2") • Bars Moy Be Spliced Or Bent To Clear Prestressed Anchorage and Joint Seal Blockout, and to fit the End Skew Section, as directed by the Engineer. TRUNKLINE CONDUIT STEEL BRIDGE SUPPORT END DIAPHRAGM DETAIL 1/2"=1'-o" CM. "IMNS DalQN OCJI 11111 tT z--3 -':7C _,.OAll ALE ID: SSSttSSSHSSSSSSSSldgn11pecttltlllltttttttltlS PLOT DATE: $$$$$$■ytlmellltSS PEN TABLE: $$pentcble$$ 1"=1'-0" 1. For Details not shown, See NOTES: e'., 2. For Transverse Reinforcement See "MISCELLANEOUS DETAILS No. 2" Sheet. 3. Normal To Abutment Bearln g. DESIGN IY DETAILS IY QUANTITIES IY C. CHEN J. ZHU /E.ZHOU G. GEORGESCU o,mcm ~ TRANSPORTATION -------+=c:---_c_. _c_H_EN __ --1 -~""""1Go4:::':.Q CORRIDOR AGENCIES 8. GARCIA C. CHEN ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 , 2 J GENE FOSTER TOA CORRIDOR MANAGER cu 12332 EA 102540 1 1/4" 9l Golv Pipe Sleeve For Anchor Bolts DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 20.0-22.0 ~11,.()fESS/ REGISTERED CIVIL ENGINEER ~ /1 CHIN C CHEN .., ~ Ne. 344;42 "" PLANS APPROVAL DATE . t-J0-9!5 PARSONS D& L&UW, INC. Two Venture, Suite 550 Irvine, California 92718 KERCHEVAL ENGINEERS 4740 MURPHY CANYON ROAD, SAN DIEGO, CA 92123 (619) 571-0520 9" 1 '-6" Top Of Roadway Equal 2'-8" 6'-0" OUTSIDE ELEVATION No Scale 6' -0" Transition ,.. ------, I PLAN No Scale R = 2'-8" , ___ End of Approach Slab NOTE: For details nb shown, see V CONCRETE BARRIER TYPE 25 MODIFIED -END DETAIL No Scale Abut Bearing Abutment Sect Expansion Anchorage Device: 3/4"Dio Stud, Hex Nut and Flot Wosher, 8" Spocln~. Minimum Embedment 3 1 /2 . AS BUILT Cl No Clll!mlll ■ Cllangld M ll1rt11ct Aa BulH Date: COMMUNICATION CONDUIT DETAIL AT ABUTMENT -~M"Ri~ f~ t,$;. No Scale '°"~•~· BRIDGE NO. 5-759R/L NEWPORT COAST DR UNDERCROSSING POST MILE 21.53 MISCELLANEOUS DETAILS No.1 DISREGARD PRINlS BEARING EARLIER REVISION DAl!:S -a. SHEET Of 27 36 Wing Wall Layout Line (WWLOL) ~ Abut Bearing \ 6 == S=ll" Or 6 -s-z-v-S= 11" \ -\ \ Additional #6 Cont @ 11 Tot 16 Bars _.., ~ Of Bridg~e __ \ Edge of deck See Detail "A" _ __, On This Sheet \ \ \ TYPICAL DECK TRANSVERSE REINFORCEMENT AT ABUTMENT 1/8"=1'-0" t Diaphragm • ' ;: Bottom Deck Reinforcement I Flore r~ ' I , -• -. • . FLARED SLAB REINFORCEMENT DETAIL No Scale kewed Transverse einforcement DESIGN 8Y E. Type Double D-2 Modified Inlet See "Deck Drain Type D-2 Modified" Sheet Edge Deck 6% 0 I 5' -3" CHECl<EDC. SECTION 8-8 1/4" = 1'-0" CHEN • • :r:: • \ \ \ \ \ 6" Dia Elbow W/ 155 Center Angle 6" Dia x 4'-6" \ '{'i_ Of Abutment DETAIL "A" No Scale Drain Outlet Galvanized Steel Pipe --Pipe Hanger -.:... 90 ° Elbow W/ Minimum Radius Bend ~ 8" Dia Galvanized Steel Collection Pipe "H" * "' "H" = 5'-0" For Left Bridge. 3' -3"For Right Bridge. ZHOU/J.ZHU DETAILS 8Y G. GEORGESCU CHECl<EDC. CHEN ~ TRANSPORTATION CALT!WIS DESGN O',QSIQtT GENE FOSTER 2-3-~:C BV CHECl<EDC. CORRIDOR AGENCIES TCA CORRIDOR MANAGER ISIOltOF!' DA TE QUANTITIES B. GARCIA CHEN ORIGINAL SCALE IN INCHES cu 12332 FOR REDUCED PLANS 0 1 2 3 EA 102540 I'll£ 10: $$$$$$$$$111111111$d9nspecSIIISISSISISSISISIS l'u)1' DATE S.$S.$$$syt,me$$IIIS PEN TABLE· Slpentoble$$ __ Dt,TL _ Bearing BRIDGE NO. DIST COUNTY ROUlE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 ORA 73 20.0-22.0 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE PARSDNS DE LEUW, INC. Two Venture, Suite 550 Irvine, California 92718 KERCHEVAL ENGINEERS CHIN C CHE No 34442 p 9-30-95 4740 MURPHY CANYON ROAD, SAN DIEGO, CA 92123 (619) 571-0520 NOTES: 1. For Location of Section 8-8, See "GIRDER LAYOUT No. 1" and "GIRDER LAYOUT No. 3" Sheets. 2. for Invert Elevations See "MISCELLANEOUS DETAILS No. 1" Sheet AS BUILT • Nvet•a• 0Cll111gedNlllltLU Al BUIit oat.: cpl fW.IJlk:-, ' FEB tt•'~"/H fm ... ,l&fflek .,. " 55-759R/ NEWPORT COAST DR UNDERCROSSING POST MILE 21.53 MISCELLANEOUS DETAILS No.2 DISREGARD PRINTS BEARING EARLIER REVISION OATES -- SHEET OF 28 36 _;._ ~L 1-========2~========~1===:t:=======:;=====~:=.===-i, .~, ,... Edge of Deck Wing wall Layout Line (Typ) DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS f ------------------------, \ \----r \ \ \ \ \ \ \ \ \ \ \ ' \ \ Front Face of Barrier BB r--------------------J I I I I I I I I I I : 30'-0" Concrete Barrier Type 25 (Modified) 12 ORA 73 20.0-22.0 ~c~< REGISTERED CIVIL ENGINEER l)fESS1 .,, CHIN C CH ~ No. 34442 PLANS APPROVAL DATE ii xp. 9/30/9 \ \ \ \ -------------------------~ \ Bridge Deck ' I I ' ' r------------------------ Longitudlnal Const Joint, See Note I Barrier Relnf See 'CONCRETE BARRIER TYPE 25 MODIFIED' Sheet #6xl0'-0' * IQ 6" Structure Approach Slab t-P_:A_R_S_D_N_S_D_E_L_E_U_Vl_l/_ 1 _1_N_C--'\.\ CIVIL Two Venture, Suite 550 OF c~ Irvine, California 92718 ' ' \ ' \ , I I I ----------------------------~ ~-----------------------------ct_ Bridge \ \ \ ' \ -----------------------~ 30'-0' \ \ ' \ ' \ ' ' \ \ \ \ \ ' ' ' \ \ \ \ • 0-, I -l.O ________________________ / ·r-;u ? 4-0 ' 0 0 ,...., L 1J Q. ..0 C Q. 0 W<l:V'l SKEWED Wlngwall Layout Line (Typ) Front Face of Barrier Edge of Deck APPROACH SLAB PLAN No Scale I ' I I I L-------------------------1 I I I I I I I I I I ' I I I I I I I ~::::::::::::::::::::J R NORMAL .c () 4-0 0 0 L 1J o...O C Q. 0 w <( (./) Pay Limits for Structural Concrete, Approach Slab BB/EB----i----------~~--------------, #5, Tot 4 olnt Seal Blockout u -N -""""l?i,w,~~i~y,~~~::;:=~====~ . . n. •5 X 2'-0" fi:l 12" l'-21 r-- Mln L_ 7• Abutment Backwoll-~1t--...> Expansion Joint FIiier 3• I: I 2'-6" •4[¼~~ 0 I ' Fllter Fabric 6" 1/4"x3 1 Expansion Joint FIiier Geocomposlte Drain, [I) a.. I- • lO L u • N For Drainage Details, See 'Structure Approach Drainage Details' Sheet #4 Bar Chairs t? 3'-0'± Transversely and 4'-0"t Longltudlnally. See Detail I See •structure Approach Drainage Detalls" Sheet For Drainage Details, See 'Structure Approach Drainage Detalls' Sheet • Approach Slob Transverse Reinforcement may be Placed Parallel to BB/EB for Skews~ s200 SECTION O-Q (With Joint Seal Blackout) No Scale DESIGN •y CHECKtO " C CHEN J ZHU • • l"x12" Treated Timber, Place . L outside Timber only where -q-u Ground Line Is above top of Wlngwall. Do Not Attach • Rigidly to Wingwall -------~ 3'-0" CTyp) Wlngwall Layout Line ------~--7 SECTION R-R No Scale NOTES: KERCHEVAL ENGINEERS • 0 I -4740 MURPHY CANYON ROAD, SAN DIEGO, CA 92123 (619) 571 -0520 .. Treated Permeable Base (TPa> '._: ,,,, • ' ,, '::;r (:\lr.:;;tpJ:, j <"0C:[IUfL Remove all Forming Material ~ ~ '2--f-'fr above Wlngwall before i. -~ f.'ROJ!:CTENGINfTn--0,,11 Placlng Back flll against --·---• --------· top outer Face of Wlngwall Geocomposlte Drain, See •structure Approach Drainage Detalls" Sheet 1. Longltudlnal Construction Joints shall be Located on Lane Lines when Permitted by the Engineer. BAR CHAIR-DETAIL Cf. Abut Backflll No Scale AS BUILT a Nf..Cla,011 0 Changed u lh1t11d Al Built Date: re Approach Slab /Roadway Embankment '< or Orlglnal Ground (Typl LEGEND J b(Typ) ~ l..r'-O' (Typ) I Structure Back flll WINGWALL DETAIL (Typ) ABUTMENT DETAIL NTS NTS MODIFIED LIMITS OF STRUCTURE EXCAVATION & For Details Not Shown See A62B ™ Select Back flll BACKFILL QOM ~LEMS,. fEltt.:.111\ FMtot,artu1u121,. CALTRANS Dl:SICN OYtRSIGHT BY CH[CK(O ~ TRANSPORTATION 1--0-ET_A_, L_s_+:::_P_K_RA_H_u_L_E_c __ ;--;::::;;::;;;;;--c_c_H_EN ___ --i ~--. ....... .--CORRIDOR AGENCIES BRIDGE NO. 55.759R/L NEWPORT COAST DR. UNDERCROSSING Z-3-'1 S: SIONOF'r DATE QUANTITIES SY £ ZHOU CHECKED C CHEN ORIGINAL SCALE IN INCHES FILE ID, ·················••dgnspeo••················· PLOT DATE, ·····••y+lm••····· PEN TABLE, ••o•n+obl•·· FOR REDUCED PLANS O 2 3 GENE FOSTER TCA CORRIDOR MANAGER cu 12332 EAl02540 POST MILE 21.53 DISREGARD PRINTS BEARING STRUCTURE APPROACH SLAB REVISION OATES <PRELl~INARY STAGE ONLY) EARLIER REVISION OATES • SHEET OF 29 36 Toe of Slope ---"-"'---"--"-1-"-"'__.__-"-A ./ Cap End ~lngwal -/ lpproach Slab Geocomposlte Drain I I R I I I' -0' -t I I I I I I I I 3' Plastlc (Slotted) Pipe Toe of Slope TYPICAL PLAN No Scale "6 X 4'Tot 2 r----------, I I l'-0' I 2'-0' Wall Reinforcing-._ 3' Plastic Plpe SECTION T-T No Scale {tb_ r1:_. "-Be, rdui_ ~ - CALT~ANS DISICN OVERSIGHT 2-3-(}_S::., SIONOfr DATE FLE ~, •••••••••••••••••••dQnspec••••••••••••••••••• 0 • .... T -!. .... c, !;$$:$$$.!.y+tmes••••• PEN TABLE1 SSoen+oble'lS • 0 I -N Bend Reinforcing to Avoid Pipes ,,,,,,--Optlonal Const Joint Top of Footing Wall Footing Limits of Geocom oslte Drain Structure Approach Slab End of Approach Slab 3' Plastlc Pipe Unslotted , , 3' Plastlc Pipe Slotted Dr-alnage Pad ~_1_...i.',J:15::::::W,, Geocomposlte Drain '-F=l----,,-Ff-~ ~ See 'ABUTMENT DRAINAGE DETAIL' This Sht Geocomposlte Drain • 0 I - TPB SECTION R-R No Scale ~-FIiter fabric Geocomposlte Drain • 0 I TPB ----FIiter fabric --'-Top of 3' Plastlc Pipe <Slotted) 3' Plastic Pipe <Unslottedl DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 20.0-22.0 OfESS/ REGISTERED CIVIL ENGINEER -CHIN C CH c..:, -----, ~ No. 34442 PLANS APPROVAL DATE ~ xp. 9/30/9 PASISDNS DE LEUW1 INC. CIVIL Two Venture, Suite 550 OF C~ Ir-vine, Col lfornla 92718 KERCHEVAL ENGINEERS 4740 MURPHY CANYON ROAD, SAN DIEGO, CA 92123 <6191 571 -D520 AS BUILT Q NoChangee • Changedaallarlc8d As-Built Date: Geocomposlte Drain 3' Plastic Pipe __,,, (Slotted) -'----U9~~--~__:it_x__~ Abutment Drainage Pad (Minor-Concr-etel 4' ' l'-0' 3' Plastic Pipe (Slotted) 3' Plastlc Pipe (Slotted)---_J 4' Footing Optional Const Joint 3' Plastic Pipe CUnslottedl Top of Footing Finished Gr-ode WITHOUT FOOTING WITH FOOTING NOTES: ABUTMENT DRAINAGE DETAIL No Scale DESIGN av C CHEN CHECKED J ZHU BY p KRAHULEC CH£CKED DETAILS C CHEN ev CHECKED ~ TRANSPORTATION ~---+--------+---------i ~~ CORRIDOR AGENCIES QUANTITIES E ZHOU C CHEN ORIGINAL SCALE IN INCHES FOR REDUCED PLANS O 2 3 GENE FOSTER I. Bends and Junctions In 3' Plastic Pipe are 30' Radius, Min 2. Plastic Pipe shall be PVC Schedule -so,,-A~ 4001? 80 ASTM ( PER FM NO. I· 304-) SECTION M-M No Scale Edge of Footing OCM fftfl'N nt tt·• 1'01'. Cl)l,rMll(et ,.., BR I OGE NO. 55.759R/L NEWPORT COAST DR. UNDERCROSSING TCA CORRIDOR MANAGER POST MILE 21.53 STRUCTURE APPROACH DRAINAGE DETAILS cu 12332 EA 102540 DISREGARD PRINTS BEARING EARLIER REVISION DATES-• ION DATES (PRELIMINARY STAGE ONLY> SHEET OF 30 36 •3 0 12' WITH DITCH Top of Rolled Outlet 4' 0 PVC Pipe Edge Backfill Abutment to Grading Plane Prior to Placing Slope Paving 7 ,,-....,. <o I I I I Slope Rounding l'-0' I' •J -=-----------, I I L ------1 I I For Ditch Dimensions See 'Road Plans' I I I I I I I I I I I .------· I ,' , , ,," , , ,, , ,, , , , , ,, ,, I I , ----.,, r--•----=-r I I ~ I I I I I I ------------ ' 1 I I I I I I I I I I I I I I I ! I I 4' 0 'PVC Pipe Down Drain' See 'STRUCTURE APPROACH DRAINAGE DETAILS' Sheet ELEVATION 2'-0' I' -0' 9' 3" R=l2' IR=6' 6x6-Wl.4xWl.4 Welded Wire Fabric SECTION A-A Edge of Deck * 2'-0' l'-0' 9' Top of Rolled Edge 3/4' Edger Finish • V Formed Edge . 0 I Top of Rolled Edge 3/4' Edger Finish • V 7t~ t---------, PREFORMED GROOVE 0 0 II /I ( yp) DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 20.0-22.0 ~c:a:;,< REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE PARSONS DE LEUW, INC, Two Venture, Suite 550 lrvlne, Caltfornta 92718 KERCHEVAL ENGINEERS -HIN C CH <"' <.:> . ""' )::t No. 34442 ;;o p. 9/30/9 CIVIL or c~L 4740 MURPHY CANYON ROAD, SAN DIEGO, CA 921~3 (619) 571 -0520 ,,' ,,,, ,-1 , I ,, I / , / , , , / I / I I I I , I I / / I , I , I ,, / ,Weep H~les Not / ./ Required When / @'.V Is lndlccted ,' 3-5 I / on Detail Sheets, or / Geocomposlte Dratn Is used. I I 1-------/rt'::::::::=-----Preformed Grooves _---,, I ' l'-0' Thick Cutoff Wall at 1/2' Premolded Exp Joint Flller I /J",z====#===;====;:~====$b===""';;;;...~ff/ I •Or as Directed by the Engineer Match Roadway Side Slope Top of Formed Edge • 0 I - CALTAAHS OESIQN OYERSICHT SICNOFr OAT( 2'-0' TYPICAL SECTION -CONCRETE PAVING FILE ID, •••••••••••••••••••dgnspec••••••••••••••••••• PLOT DATE: •••• .. •sy+lme•••••t PEN TABLE1 ••oen+cble•• End of W.W. -- Face of Abutment Z'Expanded Polystyrene Cont DESIGN DETAILS QUANTITIES SY C.CHEN BY P SWART BY E.ZHOU 0 12' w 0 I ' - I I I I I I I I I I I I I I ASS C NoClllr,gll Outside Face of W.W. Formed Edge r-------"---'---..IL..----',--L-;f.---_,,, / ■ Changed u .. Nd Al-Built Deir. 1 * This Dimension Becomes Zero When Edge of Deck Is at Outside Face of W.W. SECTION B-B TOP OF SLOPE___, PERGRAO/NG PLANS DETAIL I CHECKED J ZHU CM[CKtD C CHEN CHECKED C CHEN Edge of Deck/ Barrier Rall ~' w 0 I . N TRANSPORTATION CORRIDOR AGENCIES ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 3 GENE FOSTER TCA CORRIDOR MANAGER cu 12332 EA 102540 PICTORIAL VIEW PICTORIAL BR I OGE NO. 55.759R/L POST MILE 21.53 I Stiff Broom Finish. Grooves and Broom Marks to be Parallel to Slope OF TYPICAL INSTALLATION VIEW OF TYPICAL INSTALLATION LIMITS OF SL PAVING NO SCAL -·~;, ,n ',.:,. flfl 00M fhJJIII $l NEWPORT COAST DR. UNDERCROSSING SLOPE PAVING -FULL SLOPE DISREGARD PRINTS BEARING EARLIER REVISION DATES-• <PRELIMINARY STAGE ONLY) SHEET OF 31 36 6"~ x 2'-0" Sitt I plpt t Boni fhnl skew ~ Apply odh11lv1 11alonl on pips ptrlph1ry to •••I Joint, S1cur1 tOfh tnd of 1l11v1 lo pip, with ~-fl0-24 x ~•••ti fopping h1x htod 1crew1. 6" Slttvo ln1ld1 dlomoltr 2" no g1af1r than pip, Min. oul1ldt dltwn1l1r •1g~ ,----4·...-i-,-..-......--. I I I '-0"1 • •1 rfr:r., t ~___._. '~ld~ SECTION C-C DIST COUNlY ROUTE 12 ORA 73 REGISTERED Cl."1L ENGINEER PLANS APPROVAL DATE POST LIil.ES SHEET TOTAi. TOTAL PRO.ECT NO. SHEETS 20.0-22.0 I'.: ~ aJIN c aJEN ~ No. 3W 9 ... ;,o-95 cl'vlL Of Ctl Para I ltl le NQ SKEW ,.11 ... -· SKEW TO 20° PLAN-DECK DRAIN ASSEMBLY Sl<EW OVER zo· SLEEVE CONNECTION r SI ope deck N toward drain PARBDNS DI! LIIUW1 INC. Two Venture, Suite 550 Irvine, California 92718 t Bent e. i,o+tom uf ovarha119 face of barrier r "tli to hu.e of bar;rer fl-Dn1 frame Slope toward drain----\ - t>ra1n +luen -..... w 1th c,..,er hang 2 '-8! .. 9" _!N N - SECTION.A-A I - • C -·-::2 I 0 . A. >, +- Top o I deck 6"0 x 2'-0" Steel pipe Seal by caulking (lyp) I '-0" • "' _,._ (\J __ _ Top ol deck 51oi,e. -to drtitn ~ 1 • -0" ):. lvf' pf , deck -IN I. l'-4" .I SECTION B-B I .. DOUBLE D-2 MODIFIED DETAIL T n a" btnl lhrtoded rod wl lh I hex nul ~Im u, ' I ilt • ll'llal in - • "''QI Jf') I T Slope deck loward drain Maleh slope of sol II I \ DRAIN FLUSH WITH OVERHANG \ KERCHEVAL ENGINEERS 4740 MURPHY CANYON ROAD, SAN DIEGO, CA 92123 (619) 571-0520 . e<-tr : DRAIN WITH HAUNCHED OVERHANG ----~J:l,11:cr fNG!NEE:R --~ , I ··------------f'.ATh........J ELEVATION-DECK DRAIN LOCATIONS ~ B or X )( - ,-0 I .. --) . -,., . !)-Ba . ---' l ~• . --,----.... ~ Q ---B - YP>-v ~ L Typ " ~% --... , ID I • - MI,, ·-.... -.. -.I ..c - .__ ' 90' --- i-t----+--Slatlon 1hown on General Plan II __ ....__ ------- drain locallon r, other than l bent VERTICAL HORIZONTAL AS BUILT DRAIN PIPE ALIGNMENT e Nu Cle:r,11• Bar 2¼ x ! x I'-.(~" I" 00 Spring 113 WAM gage ond I!" OD washer. Tac:kwtld nul lo rod, Lock bar ~ 11 ! x I" GRATE •• NO-I e:: '2. <3ra+e'3-are required for each dee.I:::. drarf'\. Q Changed a Ila.Md "9-Bullt Date: 1lalnle11 11111, 2" frtt lenglh,' Sprln9 conslanl of 2.( lb1/ln, Spring to have flal ground ends. • C ·-::I I 0 l'-6" .. DETAIL A ------------- VIEW 0-0 CALWIANI D11N1N CX ■fl Z-3--9C ~LE 101 •••• .... •• .. ••••tttcignai,•att••••nntt .. ••••• PLOT DATE: IIIISSeyttmetSSSSS PEN TABLE: ttpentobl•SS I - Blank boll !"~ X 12" LOCK BAR Blank boll l"!ZI 11 12", lol1D(I prcal ----rr-~-.Jll Nl_ lt----------cc..11 ------==-•----------- ful I penelral Ion Allach lo Inside face of bent -r--'ii,--,.,.._.,..waJI}, with a"x t!"straps wllh 2-melal txpanslon anchors 01 '-0" max I mum centers Bell rec:,ss Gui I er grade Slope lo drain 6" Plasllc pip, t• Typlc:al -- !--Place pipe at near l I _ of column as possible-~~ I 6":t -~[ Finish Grad• I -Sldewolk or Island , \ AT WALL TYPE BENT AT COLUMN TYPE BENT ABOVE GROUND AT COLUMN TYPE BENT UNDER CURB NOTES: DRAIN OUTLET SECTION E-E bu wt -2 • L "'i; _.__a_'_-i-,.-..,..o_: ·--1---G_!·_,· 1.~e.111 Al I plpt lo be 6"¢ x 0. 135" welded steel pipe ewc,pl as nol,d and galvanlztd If nol encased In c:onc:rele. FIii Ing, and bends 1hal I have a minimum wal I fhlcknttl of~~ FRAME .,. J. ZHU -C. CHEN Al I Jolnls or connecllons lo b1 bull welded or connected by a slttl plpt 1lttv1 and lo be smooth lhroughoul lnsld• of pipe except 01 noted, Al I bends lo be on I '-6" min, radius measured along l pipe, Al I btndt lo b1 smoolh. Pipes nol encased In concr,lt to b, supported by suitable golvanlztd hanger, QI0'-0" ma11lmum spacing fhroughout, Galvanize deck drain 0111mbly alter fabrlcallon, BRI CE NO • fOft COiii j 11'« DETAILS --~ TRANSPORTATION ____ .,._A_. _v_A_LL_IN _______ c_. _c_HE_N __ -1 ~ CORRIDOR AGENCIES .,. 8. GARCIA CHDCID C. CHEN GENE FOSTER TCA CORRIDOR MANAGER 5-759R/L POST Mil.£ 21.53 NEWPORT COAST DR UNDERCROSSING DECK DRAIN TYPE 0-2 MODIFIED QUANTITIES ORIGINAL SCALE IN INCHES FUR REDUCED PLANS o 1 2 3 cu 12332 EA 102540 DISREGARD PRINlS BEARING EARLIER REVISION DATES -► SHEET OF I 32 36 ' ' --- • c.J) ol 1/2"x3" Flathead Cop Screws Wfth Insert Assemblies (Tot 4l _:::-Hl--r~~ } -,---1/2' Recess In Concrete o>., ½" Cir Under Plates 1/41 Recessed Steel Plate Barrier, Bend to Conform to Foce of Concrete Barrier, Golvonlze After Fobrfcatlon 4' Min Radius of Seal Blockout In Barrier to Accept Joint Seal Assembly and Anchorage Joint Seal Assembly Thickness ..-----For Spacing, see high side ::: 1/41 Xl2' Wide Backing Plate on Bolted Side Only. 11/4" gap on non Bolted Side . #sJ1 gi 6, Tot 3 Each Side of Joint w WLOL , C ---------------------------------------------------------w- I' te Concre Barrie ,,- 9' 9• l"-3' WWLOL --- Concrete Barrier Direction HIGH SIDE OF DECK of Troff I c----,--c:~'.> Limits of ½" Recess Joint Seal Assembly Edge Beom.CAnchoroge not Shown) ----- LOW SIDE OF DECK SEAL INSTALLATION Scale: ¾"=l'-0' 2'-6' 1'-0' I I I I ____ J I I I I I I I I I I L-------1 I 1 I I I Jk SECTION A-A Scale: ¾"=l'-0" 1/4' at Maximum Temperature End of Concrete Barrier 1/4' Steel Cover Plate Edge Beam for Joint Seal Assembly not Shown DESIGN #5 X 8'-0' (Tot 4) Each Side of Joint #4 x l'-0' (Tot 4) Each Side of Joint ,,. I I 8-#4c:==/ NOTE: Re!nf Shown Is In Addition to Slab Relnf SECTION B-B Scale: 3/'4'=I'-0' ~1~ r-------' av C I I • Cir DETAIL D Scale: I' =I' -o· CHEN CHECKED J ZHU ' --------r-1 I I ---- I I , I I 1 I I I I I I I I I I I ~--v ! _1 ___________ ----- I I i i_ _______ -------I I I .. ' L-------------------.. -r--------------------------. ' ~ 1 1 1 1 r------------~---r-,-------- 1 I I 1 1 1 I 1 I 1 1 I I 1 1 ' I I I I 1 1 I 1 I I I I ----~------J I \ 1 I 1 I I 1 1 I ' ' r---------------• I ' I ' I ' ' I c ' ' --------------------~ ~-------------------------- "'- ,, 0 I/) X 0 a,~ og' ,::, 0 a,.C LL Q) Q) >> a,9 +-c 0 DI ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS ' 12 ORA 73 20.0-22.0 ~~~< REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE PARSONS DE LEUW, INC. Two Venture, Suite 550 lrvlne, Ca11fornla 92718 KERCHEVAL ENGINEERS CHIN C CH . 34442 xp, 9/30/9 4740 MURPHY CANYON ROAD, SAN DIEGO, CA 92123 (619) 571 -0520 ~ Edge of Deck 1 ~ 0U "2-9-f<"" I -· PROJ~il~.!fEH-· • flATr: l'-6' PLAN -DECK JOINT No Scale Construction Joint ~o-D 5-2 2'-0' gi 6' Cantllevered Approach Slob ,see Note 27 'x , , yl 1'-6" Optional Construction Joint Location Joint Sear Assembly Block.out- AS BUILT •NoChlngN Q Changed uMartract As-BulltDate: BA I DGE NO. C . -CX) ::::E 2'-6' I SECTION C-C Scale: 3/4'=!'-0' 1'-0' #4 (:.-1'-0' I!:! 12 I½" x 6' Key 2'-6' #4~4 See 'Detall D' DECK OVERHANG AT ABUTMENT No Scale NOTES: I. x Is Greater Than or Equal to yQCM UI:~}: ·,s:rt• · -·· l'ClftobNIUTM MOVEMENT RA TING GREATER THAN 4" NEWPORT COAST DR UNDERCROSSING •• CH[CKEO ~ TRANSPORTATION 55.759R/L p SWART CALT"ANS D!SIGN OYtN~IGHT 2~3-'S: SIONOt"F DATE DETAILS C CHEN CORRIDOR AGENCIES GENE F'OSTER POST MILE TCA CORRIDOR MANAGER ABUTMENT JOINT SEAL DETAILS QUANTITIES ar CHECKED C CHEN 21.53 E ZHOU ORIGINAL SCALE IN INCHES cu 12332 DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY> SHEET OF FOR REDUCED PLANS 0 2 3 EA 102540 EARLIER REVISION DATES 33 36 FILE 10, •••••••••••••••••••donspeo••••••••••••••••••• Pl OT DATE, sssssssytlma••···· PEN TABLE: ••oentoble$$ . ' , • • . For:, of Borrl•r .. . I} 6" moJI • c:lr# agg•r . . . . ' ® ... • ~ .. • //'/21 ,,,n hot,, I JB• . . . .. . ' fl Oop .. ,. . ' 2 JI 1)/ 5 PLAN Plar:o anchor• boll, /or. Cov,1rr!ll.~·. _;_°K~--1 ---,r-7 on o'pprtu1chln9 /raffle end~ , I • ' . . .. • • . . . . . '. . . . .. . ' . . . .. .. ' ' . . . : '•' . . .. ,.,...-, : . . ' .. ',. . .·' • :P 0 ______ ,, -r I I ,... ... ...,_ .. ., .. ® I I .. -rn : 111 • ~ Ill • I I I I I I I . ' I • . I • . , . I •• . • I I . . . BOL T & PLATE LAYOUT 1--------1~ ..L I -''-' I • ' I I I Nr----cov,r L j II Bj . "' IB Bond lo 111olc:h foe:, of Borrl•r SECTION 0-D B" 10" 2" 2" I I I I r----1 ~----, 2" . I • , . I I B" • ' . .. 2". • t •• '----t. _ _;-.__.-J 'SKEW.:> I 20° . . ... Covor . ., ;,,,_f ••• ... '2 . .. . . . .. ' ... '• •' . •• ~----l-• ~---; ,,,,, __ ..... ' . ' • ' C: ~ II .J ' .. ' '• . . . . . . . .. .. . .. ' • ' • • . .• .. .. . ' ,, . . . • . . ,• ' . . . .. . ' . '. ~ _:,_ Bar·-t"¢ . • • ' ,. .. ' .. . . . . ' ., ' ' . . ' • -' . . . . . . . . . • ' ' • ' • • • • I ' . . . •' I • I .,.. I . I: t---,!" '~--..:.-1 I 11 II ·. I • ·. • 1.. ~ .. •.Cav•r· fr_.. ... ' . ~• ii.· JJ " .. .;wld,'' ---»,.,. l ~-~.r' 5 • .' --. . ' . •h••I n•opr•il• . . .. . .. • •• • . Norma/ "to ' . . . 0/11 I _·I, "o".J DIST COUNTY ROUTE 12 ORA 73 POST MILES TOTAL PROJECT 20.0-22.0 SHEET TOTAL NO, SHEETS ,.,,....---~~ ~Ess, ~= CIVIL ENGINEER I'.: :· • • !d CWN Q ctJEN • • • • • ' ,· -.. ~ No. iH:H2 PLANS APPROVAL DAff ,ti [,cp. 1-30-1 PAA!IDNS DB L.IIUW1 INC. Two Venture, Suite 550 Irvine. California 92716 KERCHEVAL ENGINEERS 4740 MURPHY CANYON ROAD, SAN DIEGO, tA 92123 (619) 571-0520 AS BUILT d Angl••-Typ •• Mt, Cl•,011 • • Cl changed II Sllrbd Aa-Bullt Data: IC: Top of D• ci..:.::.::.:::.:.=:=:=:::===J U1, IA1lollol/on bo/11 oJtt,nd,d )"min and 1:00I wllh llond J,r,ok,r. All,r c111cr1l1 ho• t:ur,d, r•••~• /111/01/,l/011 l,01/1, l111lall A-J25 boll• and 1h11/ 111opr•n• I • .--l"N/2 .. onc:hor •lud• D 9":J: I • ( L ---Clo1ur1 Pour Lim/I• Not• S/agger c111l,r11 . •, . . . . . ' • ,. . . . . . . :SECTION A-A ·, . . 9":t .. . . . , . ,. Co var It. . ,. . . ,J\• 1t /J• wlrJ• . . •h••I n•opr•n• .. VIEW B-B • ' . ,, . . .. f'oc• o/ fJarr/,r ~' ' • • • I co·v•r. If~ ·' • • .--Bar· 4~" f,• {Jop ·a~r··. 4~ •. . . . . •' . . . Cover,ff. • ' • • • I ., . . . ., .. . . • ' .. . . . Gop . ' d Plal• L•yeul • 4 Jt 'J ------. R~i" . , .. S"::'''-''::.-"~P.;.l::.:o n::...,..:B~e:..:l~l- d Pio/, Layou/ .. • Bar ,# x· j · Ri;:~H ■a1onr DA• Gap--·■ L4JtJN'}-. ~ Slop on high 1/d, ~ , ol d•~k . HIGH SIDE· BARRIER DETAIL •~LE 101 ····················clllft•••·l·llllll.111111111 PLOT DA'l'l:1 ••••••vtlm•IIII·• P£N TABl.£1 llpentoblell .. ••• •. Tl1lil fll •• • • ·· I ----~-•-• --..:. .. ..,jl. • '.· • -r11'"Jt/J" ~ido •h••I neopr•n• . : er;:~ . . -. ·Low SIDE BARRIER 'DETAIL • ., J. ZHU _,_ C. CHEN • . . ' Tlghl FIi . . . . ' ., . : . . •• . ,. . /-. ~I 5.. • • I -~--..:....·---i .. . . SIDEWA'LK DETAIL ' . . DETAILS st A VALLIN -C CHEN ~ TRANSPORTATION l----+~-·-----_.,~=--·------1 ~"""<re£.,:...;;,. CORRIDOR AGENCIES GENE FOSTER QUAN1lllES "' 8. GARCIA --C. CHEN MIGINAL SCALE IN INQiES f'OR REOUC£0 Pl.ANS 0 1 2 3 TCA CORRIDOR MANAGER CU 12332 EA 102540 • • . . . . • Join I In formollon "o" Dl,;,,n•lon• • . . "''1v' ~•nJ Lo,:ol/011 Sk•w ·;11 ~1 9 Winier_ Summ,r s,,,,,, , r,11 • ''/!oc,ttd . . I ,. • J ~ _'If 4•· .30~_oo'oo~ • I¼" • In ¾ • . I' . ~ ,I ~u I l• 2½! 3o'oo'oo" J II ~,, >fr" . . 11 but J 'Nlif'I moy bo 1ub•lll1Jlod for fr, o • Not••· Full pinel,:ollo all or11:har •lud•. 1/ w •/01 011 by Atlhlorn:,te1 lyp,• •I anchor 1/ud• may J,o pormllled · • i;ng n,,r, • •ubJet:I lo lh, approval Join/ ••al 011,ml,/y' lo b, u,,d J •h••I• /or l/m/11).-·Clo•ure pour .,:',,,fo11;~11~llonl wllh t:lo•ur, pour. (S,, olh,r /1 wllhln lh! /ol,ranc, ,p,1:/flad. .. no • P a,1:,d u'!l11 final dick ,ur/oco Join/ ••al o11t1mbly lo b• labr/ I d J I • • of r1adwoy, ol any chon • In Ira ca , " ,I mo,r l111glh1. U,, Join/' al crown ·horlronfal dlr,c/Jon, P!!c, olh,;•"'•ri, •lop, /11 dot:k ond al chang,, In lo b, golvan/:rid oll,r labrlcal/oi.o~nl1 ol or n•or Ian, lln••• All m,lol par/1 Sheel nioprtn• •hall '11 labrlcolt1d In 0 b, vult:onlz,d. Neopr,11, shall b, lobrlt:al,~e t:on//11uou1 pl,ca or Jolnl• shall In n,opren, •h••I• •ho// bo dr/Jl,d or un': bond around t:orn,r,. I" hole, N dl1lor/1d al Iha llme of lnslallollon. p hid •o Iha/ lh, n,opr,n:,-111 no/ ot, "A" ln1trl 111,,mb/y •or !J QIM ftl'I,,... Not,· "B" oxpan,/on an,:horog1 for a"xJi" A-325 bo.~I •.. f~f-8 • I /du,,,• lllhl•h,Slrdotowdo~ko D,ela/1 ol o// sld,wo/lt ''olnl•. U ~ : ·.f:'JR~fflUlfflOII w y , 1:ro d I " •• lho Barr(,r .O•loll al bolh ,nd1 o/ lh, ••ol I• 0,5' orw~:,,:r I lh, dlff,r,111:, /11 ,t,vollori 1i,'li1•n 'lh, BRIDGE NO . 5-759R L POST MILE 21.53 NEWPORT COAST DR UNDERCROSSING JOINT SEAL ASSEMBLY MAXIMUM MOVEMENT RATING == 411 SHEET 34 OF 36 I I I I I I I I I i ' I I I I I I I I I I I I 1 • I I I I . I I I I I I I I I I I I I I I I I I I 1:-£1 "It."'' f.L ! I f Ii l 8.t1 !J!!i lrll: .. 0 -I I 0 .. I! '~ SI 5! 51 I ;! 0 - 11 I !j j 1 i 1 A ... Ill I!! ~ I. I i!-8 :Ef ~ Cl ; +j .. ~ j ~ ~ 8 ..... .. ., Ii! Ii! "--1 I I I I ~! ON .... - g 1 Ii ~ j !~ 'iii 11 1 § u ~ ,,, t-, l'l w a:) I-+ ll:'. 1030 1029 I -1----; -73 --CC ROUTE 1030 1029 NORTHBOUNDc::> 1033 I PLAN SCALE : 1" = 50' ~---+-- @8913 DIST COUNTY ROUTE POST MILES TOTAL PROJECT SIIEET 10TAI. NO. SHEETS 12 ORA 73 20.0-22.0 PROFESSIONAL ENGINEER ~ESS.tll,~ ~ DA-W' t'-1; PLANS APPROVAL DATE 0.C 0-17187 p/:..:2:...--=J:..:./_-..::9...::. M & T AGRA, Inc. C/V\\. OF C1''v Geotec/Jn/col and Envi'ronmentol Sen-ices I 290 North Hancock Street Anone,m, Co BENCHMARK: MSL ELEV. 200.173, TOP OF' CONCRETE POST, 0.2 MILE NORTHEAST ALONG THE BONITA CANYON ROAD FROM THE INTERSECTION OF COYOTE CANYON ROAD, 75 FEET SOUTHEAST OF THE CENTERLINE Of BONITA CANYON ROAD. THE DATA IHCLUOED OH THIS LOC OF TEST BORINGS H>.VE BEEN EXTRACTEO FROM THE GEOTECHNICAI./M,\TERIALS REPORT FOR TC,\ CONTRACT Ho.S90-09 THIS REPORT W,\S ISSUED BY NOLTE >.NO AfiSOCIATES, ON JANUARY 7, 1991. M&T -'GRA, Inc,, HAfi UNDERTM<EN ,\ REVIEW OF THE REFERENCED INFORMATION >.ND CONSIDERS IT APPROPRIATE FOR THE DESIGN OF BRIDGE No.( 1) 55-759R/L HOWEVER, M&T AGRA, Inc. DOES NOT GUAR>.NTEE THE ,\CCUIW:Y >.ND COIAPLETENESS OF THE ORIGINAL BORING DATA. ELEVATION ~ ~ ~ ELEVATION 4ao ------~?-B907----------s~;;:::-------------g~--....._---------------------------~---------------------4ao ELEV. 475.0 470 ~~ + t-, --1 24• B TOPANGA FORMATION (TU): Green gray SIL STON , g ~ GROUND SURFACE <D ~ dry, hard, locollzed MnO staining, tight, ""-< ~ ,-., ALONG ~ ROUTE 7 3 ~ D:: relatively free of fracture ■ and joints :-'-H9Q8----------------------4------------~ ~---------------------------- 470 Dork groy CLAYSTONE, dry, hard, minor Joints Vlj'.! NCO O -!:; TOPANGA FORMATION (Ttl): Dork gray brown -< • 8912 ... red gray CLAYSTONE, dry, hard, thickly bedded to lomlnoted, relatively free of 460 ---------1=~-------frocture■ and/or Joints _ __;:__ ___________ o-na-'t?rl" CLAYSTONE, dry, very stiff, locally ■heared, ELEV 6 0 In le some polished surfaces, callche veins • 4 0. 24• B =t-.,...,..--,..,.....,--__:..::.:.;;.-'-"=.;;_.:;_'-"'~""-'"-----'.;.;.;.-_.:;_ ___________ -l,-_________ ...,+,,__--l COLLlMUt.1 {Ocol): Dari< brown SIL'IY CLAY (CL),-------460 440 ... one foot thick orange brown SANDSTONE lnterbed, dry, dense to hard, fine groined ... one foot thick orange brown SANDSTONE, dry, denn to hard, line grained Gray green CLAYSTONE, dry, hard, thinly bedded, locallzed FeO and/or MnO staining along bedding surfaces, 11lghlly sheared t • surfaces """'-"-"'IW.:"-""' -Gray brown SILTSTONE, dry, hard, lhlnly bedded to laminated, FeO 1lolned light )olnla 10-15-90 NO GROUNDWATER Green gray CLAYSTONE, dry, hard, thinly b1dded to laminated, 1 /£5' thick gyp1um lnterbed ... Green 9ray ClAYSTONE, dry, hard, thinly bedded lo laminated, l.lnO ond FeO atainlng along bedding aurfacu .. gray blu• ClAYSTON(, dry, • hard, lhlnly bedded to laminated, some gypsum l:lnd F' aO staining _______________________________ ENCOUNTERE0 __________________________________ 1 r--,;r;r;,....,...-ll= 9-12-90 NO GROUNOW,\TER dry, soft to firm, some root■ TOPANGA FORUATION (TII}: Orange brown, gray white and gray SILTSTONE, dry, very stiff to hord, thinly to thickly bedded, F'eO and MnO staining -Gray brown CLAYSTONE, dry, hard, lhlnly bedded _______ 450 lo lominoted, 1ome bedding surfaces are polished Gray white SANDSTONE, dry, hard ta very hard, colcoreou•. fine grained -orange brown CL>.YSTONE, dry, hard, thinly bedded ______ 440 ••• CLAYSTONE become• gray blue, locol FeO staining ■ NoCha,QII ________ ,_........,_ AIBulltoate: 400 _______ ENCOUNTERED _____________ _ PROFILE -------------------C]jll_J:L-i§l1JITT.......F=_J171'u...,J-----------,.--.,._ ,.--:--.. ,-.. --:-.'' 400 qaM N1!1M· ' ' '1 ' • i' HORIZONTAL SCALE : ,)'' = 50' ~f ff .... : ... • ... ;, _________________ __:V~E~RT~IC~A~L=--S~CA~L~E_:_1 __ 1_o_· ___________________________________ u~~~~~~~nmii~~~"'.::_ __________ _;_:FOJl=CON=•~'*='~ot:!!__ 390 390 ST-4170NINC ({ ROUTE 7J) DRAWN BY J.B. DEPOORTER NOLTE ANO ASSOCIATES FIELD tlNESTIC,. TOR CHECKED BY D. DAHNCKE OCTOBER 15, 1990 DATE 1030 ~ TRANSPORTATION .L--£4~6 CORRIDOR A0ENCES ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 3 CENE FOSTER TCA CORRIDOR UANAGER cu 12332 EA 102540 1035 JOB No. 192-232 ss-7s9R/L NEWPORT COAST DRIVE UNDERCROSSING LOG OF TEST BORINGS No. 1 POST MILE 21.53 DISREGARD PRINTS BEARING EARLIER REVISION DATES ---8+14 REVISION DATES PRELIMINARY STAGE ONLY 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 tl1 11 E ;ii i f ,: 'i 1 'II' ! l i ! !l .! ©B ~ @®©@@ I I I 1 i ~11) m1 !!! ~ .r: a • !!fJ ~Il,!l ! .. @©~ N ®@CID©®@ l .,o ~ 5l ~ -l I I I ;i 0 ... 0 - 8 N .. '° "' ~ ~ l -I I I I I ! 0N ... '° "' - li' !1 !1 I I i ~ l > g 'i j ., i ! I j 1ii i I~ 'vi a J u ------------- (;I I") " w ,n ~ 10~0 1029 I -t---"'. -73 __ ----Q:-ROUTE 1029 1030 NORTHBOUNDc:> ELEVATION ~ t.a.. ___________ go ________________________________ _ 440 ;? t2 8909 ELEV. 430.5 TOPANGA FORMATION (TII): Green gray SILTY ClAYSTONE, dry, hard, thinly bedded ELEV. 429.0 0' I") " I") ~ <O 0:: + u.. .... I") 0 0 I I-.... ' 0:: ~ fi, 10JJ I PLAN SCALE : 1" = 50' Ce:----+--- @8913 GROUND SURFACE ALONG 'i:_ ROUTE 73 8911 COLLLMUM (Qcol): Dark brown SANDY ClAY (CL), dry, soft to firm, some root, <O '<t + '<t I") 0 .... ELEV. 440.0 ~ ~ I") ,.._ Jg DIST COUNlY ROUTE POST MILES TOTAL PROJECT SHEET TOTAL 12 ORA 73 20.0-22.0 PROFESSIONAL ENGINEER PLANS APPROVAL DATE M & T AGRA, Inc. Ct!lott!lchnlco/ and Envlronmt!lntol St!lrvt'ct!ls 1290 North Hancock Street Anolleim, Co NO. SHEETS BENCHMARK: I.CSL ELEV. 200. 17 J, TOP OF' CONCRETE POST, 0.2 MILE NORTHEAST ALONG THE BONITA CANYON ROAD FROM THE INTERSECTION OF COYOTE CANYON ROAD, 75 FEET SOUTHEAST Of THE CENTERLINE OF BONITA CANYON ROAD. THE DATA INCLUDED ON THIS LOG OF TEST BORINGS HAVE BEEN EXTRACTED FROM THE GEOTECHNICAL/W.TERIALS REPORT FOR TCA CONTRACT No.S90-09 THIS REPORT WAS ISSUED BY NOLTE ANO ASSOCIATES, ON JANUARY 7, 1991. IA&T AGRA, Inc, HAS UNDERTAKEN A REVIEW OF THE REFERENCED INFORMATION AND CONSIDERS ff APPROPRIATE FOR THE DESIGN OF BRIDGE No (1) 55-759R/L HOWEVER. IA&T AGRA. Inc. DOES NOT GUARANTEE THE ACCURACY ANO COMPLETENESS OF THE ORIGINAL BORING DATA ELEVATION ~ -----------------------440 ~ 8913 OJ OJ -cOLLLMUM (Ocol): Dork red brown SILlY cv.y--------430 (CL), dry, firm TOPANGA F'DRIAATION (TU): Ught orange brawn SANDSTONE, dry, very stiff to hard, thinly bedded, mlcaceous 420 'T>M ....... "r.1"1FJ=:l~Uul~!~1----------------------~~[ij[JEij~t 111 1 TOPANGA FORMATION (TU): SILTSTONE and ;;;;;;;=;;:;;:=r;;;;;;.; :-:::-,:,--CLAYSTONE, weathered, numerou1 fractures-----------..... filled with dork brown sllty cloy colluvlum, r,t..,.....,..--,-..,..,..,.._Llght orange brown and gray brown SILTSTONE,-------420 400 aome roota ... lnlerbedded gray white and groy green SILTSTONE and CLAYSTONE, dry, very stiff to hord mlcaceou■ ----------;::::::;:;;:;:;:::;::~~;:;:;:::::::;::;;:;:::--Oronge 9roy CLAYSTONE, dry, hord, thinly bedded _________ ,-,..,.,,..,,.-,.--Gray green SILTSTONE, dry, hard, thinly bedded, to laminated UnO staining along bedding surfocu Brown gray SILTSTONE, dry, hard, thinly bedded dry, hard, thinly bedded, coliche filled vein• Gray white SANDSTONE, dry, v1ry stiff, thinly bedded, aome contorted bedding, mlcaceaua, minor o~ldized closed veins -□ark gray CLAYSTONE, dry, stiff, thinly bedded ________ 400 to laminated, FeO staining along bedding surfaces Gray white and gray brown SILTSTONE, dry, hard, micoceous ,--------------------390 -11 360------ Orange brown SILTSTONE, dry, hard to very hord, moderate f"eO •tolnlng 9-19-90 NO GROUNDWATER ENCOUNTERED PROFILE Q:flt111nrA1,~ f'IJto.• HORIZONTAL SCALE : 1" = so_·---------------------------------------~--=-· .u.• '.l..' -------------'°"--.:CONf-=-· ..::.:.:'IILiC:.:::.:1:.:Gt::!..· 350 -----------------VERTICAL SCALE : 1" = 10' STATION/NC XE I .d *Bu ■DIII! (f ROt.JTE 7J) 1030 1035 JOB No. 192-232 370 360 350 DRAWN BY J.B DEPOORTER DATE NOLTE ANO ASSOCIATES nru INVESTIGATOR ~ TRANSPORTATION CORRIDOR AOENC/E'S CENEFOSTfii' TCA CORRIDOR IMIIAGER POST MILE I 55-759R/L NEWPORT COAST DRIVE UNDERCROSSING CHECKED BY D. DAHNCKE DATE SEPTEMBER 19, 1990 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 cu 12332 EA 102540 21.53 LOG OF TEST BORINGS No. 2 DISRE:GARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY EARLIER REVISION DATES ---36 36