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Home My WebLink AboutR_6000_SI -2.291/. BVC Sta 110•05.00 Elev 97.89 750' VC, RC• •0.6971/. Per Sta. EVC Sta 117•55.00 Elev 100.JJ .2.94i Sta. 59•75.00 ----· Elev 61.02 Sta 44•77.00 •o.aa91 lt1e~ 4i29 -- ----6----.:· !_I ?:25~/.::::_·. -----• 0 026/. Curve Data ~ Bison Ave. R-2000.05' 6-39° 54'08" T • 726.02' L•1392 88' $. Bonita Channel R·900 00' 6-20· 13'16" T·160.49' L·317 63' DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Ora 3 21 96/23 64 • ---;;-:--.::: _1/"v9.0f£SSJ~ ~ ~ ~ ~ $ HAND! MVLIA ! ls/ No S 3710 ,o l ROFILE GRADE -l BISON AVE PROFILE GRADE -BONITA CHANNEL INVERT NTS ~ RCS R-500.00' 6•21° 46'58" T•96 21' L•190.09' PLANS APPROVAL DATE -t< Exp 6/ 30/97 ,t t---------------l, J',;; STRUCTUR.AI. ~ ,■--1 P.I> • SONS CIE LEUW, INC. ~~,,., ~,._ I .. Datum Elev 10.00' 110!00 SETTLEA-fEIVT A/0....Vv'AIEAITS Sc.T %1 "CtlPPcR#AILS G"Bc#/IVO CURB RfCE OAI SILJE#'ALK Top ~ I To Newport Beach S 84° 40'52" E I I /108•10.00 BC BB 109•91.00 / Elev. 98-:1_2_ 12 1091-rz 975Z a) CD NTS , ~c" \\ \ w /2 Two Venture, Suite 550 ~ Irvine, Col ifornio 92718 Total Len9th of Bridge· 331'-0" Ueosured·Along ( Bison Av~---__ AS BUILT -8'-0" Bike Lone 2 Lones ~12'-0"·24'-0" ~ Vories 99'·0" 133'·0" 1------=-=--=----------t-~------~_.;..--------+------------. 99'-0" co w CER111'1CA110N: The in,,mvements have bean installed ,n subst8nllal compliance with the Hnas and grades shown on theSe As-Built plans and with the quality cnteria set forth on the project 8'-0" Sidewalk \ Ir -G: 8,son Ave. ------- BC 55•33.62 BC 54•04.05 of Slope r Top of 1 Fill 'f,13 in x~CX> ~ IJ 0 ~ Uedion co Sidewalk RCB ' ' 100 Year Water Surface Elev <Double Box functioning>l , ELEVATION 59.2' I I c':~• Bent 3 u u ¥ ~~~ons ///~/ ! ~~;,~ /, ASSURANCE: The mprovements have b8M reviewed and found to be accura1ely ll!COldP.d by Ille Aa-Bult plans CEMflE r~r Olde RCB Culvert <2-12'x10' Cells). In the event that Bent 3 Foundation 1s Constructed Prior to the Box Culvert Construction, the Pile Foundation of Bent 3 Must be Proctected from Undermining during Box Culvert Construction 113!00 114!00 . r ___ /·8'-0" Sidewalk 146'-0" & Vories -·-----------------\ I ; 76'-0" & Vories 1 70'-0" / !'.:Q" 1 \ l :' T • -2 0/ 16) ,/ ► (1) • -• -- --------◄ • -·-----· ---------._ ! 13'-0" 22 -0" I 16'-0" 13'·0" 12'·0" 20'-0" j 1'-0" J --• r · r-· Roi~~dTM~d1onT. --r--r 7◄ ·1--;~~ . l-• 5'-6" ! / Profile Grode ~ ~ -2 21/ _,,/ J I -2.21/. -2 0/ ◄ ---·-· ---.. ◄--- C7I II II I -(J) \ ~--<$>fllWREt/Tlt.lTY 1/4"xl0" Beveled <Typ> Recess • <fi>- SCE.:::) ~..-:-+--'& I.....-+-\-""~ I I I fo( I \-cast In-Place Pres tressed Concrete (PER ,CA,/ ~-?Oc:.) DEf.ErE <3><, .,"'-' , ' I ' ' ' ' I ' ' ' ' I ' ' llll 1 1r11 II ft 1l 41 H 12"0 Utility Opening 8"0 Drain Q Bent 3 /,., .. -1~-I-----/-~, , ,..,..,, I I I l I I I I I , I • I I I I ' I l I I r-i I I i ' . ' 11 n •r.-1r-1r 1111111111 I I f L I I > •r n 1'111-11 I I ! l 1l 11 11 Box Girder --I_ -. ~ I ' o I I I I ' 0 I -I t-1 -I I 0 I I ' \ : j : \..16"0 Utility Opening r .:.;-: for 12"0 Drain €l 'or 11 ,;,7 r ,' Bent 3 1"•30' • (PERF.M/o/0.2-280) Bison Avenue 4., 112•60 98· 127.00' Lt 1 -~ R•60.00' T•90.52' 3-t'o 'I ' . " ' ""'"" 1r n ,,,,-,r \ I 11 II 11 11 """"' TYPICAL CROSS SECTION 1111111111 " " " " ARROW?Ol/1/TS TOCc/,RB LI/VE Bison Avenue 67.00' Lt; ECR ' \(Concrete 0. '. Top of Fill \ / -~ ', (.___4 ---' -' - 112•60.98• Box If) 0 6•112° 55'24" L•118.25' 11 qZ. q 20• 46'38" E cPERFAl~?CCJ) 81s0!') Avenue (t._112•89 36· 82.49' Lt UTILITY INDENTIFICATION {PERFH#Z-715) . Loe Owner Description Opening €l Opening Q Bent Cop End Diaphragm (lE/7)SCE H/6/1 Ytlt.TAGE 32" High NONc (RIGHT. R/ll/RE t/Tlt./ TY 3o" x 40" Wide C TCA 2" lrri otion Supply 6 .. 0 1ne 11 11 .. ____ ---~--·--- 10" 0 SCALE: 1"·20' PILE DATA -CLASS 100 PILES Design Loading Locot1on (Service Load) Abut 1 100 Tons Bent 2 100 Tons Bent 3 100 Tons Abut 4 100 Tons Abut 4 100 Tons Wingwall Specified Tip Elev. 37 11 13 24 24 Probable Bott Elev of Over· Tip E'ev. sized Predrilled Hole 32 6 8 19 19 67 58 58 APROXIMATE QUANTITIES NOTES (D Point "Bonito Creek Bridge" a> Point "Bridge No. 55C-616" CT> Metal Beam Guard Roiling, See "RONJWAY PLANS" CY CY LF EA CY CY SF LBS LBS LBS LF LF LF ~-~-----Standard Pion ~-Detail No Sheet No Future Metal Beam Guard Roiling J 1 op of F 111 © Structure Approach Slob ~ Denotes Point of Minimum Vertical Clearance .... .,Ii •• ., CITY ENGINEER IIAfl CITY C# IIIVIIC l'IIO.-CT NO, I 731 .. ·811 DESIGN " (IJ_ R.PETERSEN c.-.c .... F MOHAMMAOI LOAD FACTOR DESIGN LIVE LOAOINO• . HS28·◄4 ANO ALTERNATIVE AHO PERMIT DESIGN LOAD " J CRAWLEY ,,_., -f MOHAMMAOI " ...... -·°"' DETAILS LAYOUT .. aecx• .. oaoc,a ~~ TRANSPORTATION 1-----1---------+:-==-------+-----t~--J_L_IAO ___ -t-:==-=-L_F_E_L_L_O_w_s_ ... .....-:--.:~ A~~C.C~ CORRIDOR AGENCIES =-= I SPECIFICATIONS QUANTITIES KT SU F MOHAMMAOI II_, IIATI M MOHSENI re, H MULIA I ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 3 F'IL~ ID /usr 3t,s3/sJh/ 333/drow,ngo/ 333 lbgp sht Pl OT DATE 17-JUN·1994 11 00 PEN TABLE SJh pen D-1 Modi1ied G I""'-t es. GENE FOSTER TCA CORRIDOR MANAGER cu 12-332 EA 102540 @ ® (Z) Concrete Barrier Type 26 (Mod1f1edl Tubular Hand Roiling Sprinkler C nlrol Conduit See "RONJWAY PLANS" ® Peel-. Acee!>':, C>peninca --:i BRIDGE NO, For General Notes, See ."F oundotion Plan" Sheet For Index of Br1dqe Plans, See "Deck Contours" Sheet BONITA CREEK BRl[lGE 55C-616 QC~,4 R,:LF.As,·.., ' GENERAL PLAN POST MILE 23 5 i t"JR CONS 1 RUCTION SHEET OF 1 24 ' ' , I . . -~>.~' ., -~J,~ ... ...~ • .. ' , ' ' . I l ' ..,. _____________ ....., ______ .. _ -·· --• . .. . . ., .. To Newport B99ch can• ..... , ... , , .I I • 9 fe ... .... ,.. .• ,. ' , ' .. " \ Abut 1 Brg ' ' Edge of Dec.k \ • ' •, I ,I .. l Bent 2 • \ • • \. I .,. I \ Abut 4 Brg • • i lent J ' \ ' . • ' ~ Bison Avenue git • • • • • • ,'. .. . .. Ed91 of D1c.k _/ t Bonito Creek Channel f.<\ 5115/95 ADDED UTILITY OPENINGS 3129195 ' ""I'" -"-ht.\. REVISED MR HM YSF & 7/27/94 REPLOTTED DECK CONTOURS WITH HM CORRECT SCALE SM 0/20M ORIGINAL ISSUE REV DATE NO DESCRIPTIONS BY CHK Released for Construction , QECK CONTOUR~ r'•.SO' ,-\----{'. .,Q_ VG,--r--\{_ $-1,rf" Project Engineer Date NOTES: 1. Deck Contour inter vols are 0.2'. AS BUILT 2. Deck Contours do not include Cqmber. 3. l!l Indicates Even, Foot Contours. 4. x Indicates 10' Intervals Along t 8ison Avenue IIIIIGN • L rELLOWI f' MOHAMMAD! DITAl&.I • A KUA f' MOHAMMAD! ~ TRANSPORTATION t----+=--~~---ti iiiiii"i~~~rui ~ CORRIDOR AGENCIE$ GUMITITIU • IC T SU f' MOHAMMAD! CIIIOINM. SCM.E IN INCHES NI IEDK'ED PL.MS I 2 3 OENE FOSTER CU 12·ll2 EA 102540 • NoCllanga 0 Changed u Pla1bd As Bultt Date: 011,· COIMTY ROUTE , ....... , ...... TOTM. PIIIO.-CT 12 Ora 73 21.96/23.64 ~~~ HUR PAlll■DN■ D■ L■uw, INC. Two Vent...-,, Suite 550 • Irvine, Callfcrnla 92718 INDEX JO BRIDGE PLANS 1 General Plan 2 Deck Contours 3 Foundation Plan 4 Abutment 1 5 Abutment 4 6 Abutment Details -1 7 Abutment Details - 2 8 MisceUoneous Details - 1 9 Miscellaneous Details -2 10 Bent Details - 1 11 Bent Details - 2 12 Bent Details -3 13 Bent Details -• 14 Typical Section 15 Girder Layout 16 Girder Reinforcement 17 Girder Prestressing 18 Deck Oroinoge Details 19 Structure ~proach Slob ...... NO. 20 Structure roach Ora· a • Oet • SL,_..,,,,-~-"' ---21 M 1 1 ., ; t s. 11 Delalla Joint $&"-I A'5c.mbly 22 Pile Details 23 Log of Teat Borings No 1 24 Log of Test Borings No 2 APPLICABLE ST ANOARO PLANS DATED JULY 1992 AIO·A Abbreviations A62·C Excavation ond, Backfill· Limits of Payment 80·1 Brid9e OetaUs 80-3 Brid9e Details 80·5 Bridge Details 80-13 Brid9e Details 87·1 Box Girder Details B7·6 Deck Drains • Types 0-1 And 0·2 87-10 UtiUty Openin9 Box Girder 88·5 Cast·ln·Place Pre1tre11ed Girder Details B11·51 Tubular Hand Railing 811·54 Concrete Barrier Type 26 B14·5 Water Supply Line <OetaUs> -Soffit Acee11 Opening 099·8 Ed9e Drain Outlet and Vent Details i ol and • htin9 Standards B1-11 Ul:.i lity De.tc::1,.ils D71A Grr<=l.te. De-1:.o,.i I, BONITA CREEK BRIDGE QCM R!:'.Lr.ASt DECK CONTOURS ~ C\lN~,'f~TION , ·. . . .. •, . , . . . ', . . . . .. . ·. ·.. '. • .. • •.. -.. .. WW . . . .. I 'o •n• • ... . •, . . ·. ·-. .. . '\ ... .... ... ·-.. . ·-.. •, '•.. ·-. . ·, . ' ··-. . '. '•, . . ·-.. •, ·. . .. ·, •, •.. ·. ·•. ·.. · .. _ ·.. •,. ·.. ·. •,, . . •·.. ··. . . ·. ·, •, ·. ·•. . . ·, . . . .. . . as:a:.a.., . . '• .. ·. •. ' . . ' ·. . . . ·, . . CITY ENGINEER \ ·. Abut 1 Bent 2 Bent 3 c::::J Structural Concrete, Bridge l!2S2I Structural Concrete, Bridge Cf'c•4OOO Psi a 28 Doys> ~ Structural Concrete, Bridge Footing DIIIIII Structural Concrete, Approach Slob CONCRETE STRENGTH & TYPE LIMITS No Scale i Bonito Creek Channel .. ' ·. . . . ·• ... 1()g.•92.67. . . ' CITY ti' 111¥1115 1'110.-C:T . ·. ·. ·. . NO. I nl't• IR . •, •, .. · . . . ... ' . ·. , . ' .... ',. . . ' . . . . ' ~-\" •', • .. .. , -, • 40.1 . . . . " . . . •, . . I I \ \ \ \ \ \ .... , \ t.':, • r·• \ ..:1 c· ' ,:J \ ,,..--1.AQ.17 \ I \ \ I \ /Concrete \ Culvert \ \ \ ' ' ' \ \ \ \ \ \ \ ' \ \ \ \ Box 0.17 1 % I \ 0.17 • . . :::.· \ ,, •23.bO •.r--14O.17 ' '\ ' ~\" . • ' \ ' \ ' ~ Bi~on Ave \ • . ' \ ' (' ', ... l .. ' \ ' ·, ' FOUNDATION PLAN 1"•30' DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. HEETS 12 Ora 73 21.96/23.64 HYDROLOGIC SUMMARY DRAINAGE AREA: 5 SQUARE MILES NEER // HANOI Ml)I IS~ Abut 4 Frequency (Years> Discharge <Cubic Feet Per Second) Water Surface Water Surface Exist Pac Bell <•3OO5):JC Exist 36" DW-MWD::c Exist 24" DW-IRWDllC Exist 42" DW-MCWDx 2.50 :«: To Be Abandoned See Utility Pion . . -.. • 100• 19'15" 113•20.33 114° 42'33" 82.5 .• <Depth at Bridge> <Elev. at Bridge> .• . . .. •' . . . ,. Bonito Channel Bonito Channel Bonita Channel • NII S 3700 Double Box Functionina 100 1500 1.55' El. 59.2' Double Box Double Box Pluaged Plugged PLANS APPROVAL DATE 6/30/ it /J-~ DESIGN: 100 6100 4.12' El. 61. 7' LEGEND: 500 7800 4.98' El. 62.6' PAR.aN■ a■ L■uw, INC. Two Vent1.re. Suite 550 Irvine, Collfcrnlo 92718 rD Indicates Bottom of Footing Elevation Indicates Driven Concrete Piles. All Piles not Shown BENCH MARK: Monument • SJC 214 FD 2" IP W/2" OSC B.C. N 2178763.492 E 6072528.918 Elevation 86.51 GENERAL NOTES: 1. Horizontal Control Datum is Based on the California State Plane Coordinate System, Zone 6, 1983 North American Datum, 1988 Orange County Correction. 2. Vertical Control is Based on the USGS Seo Level Datum 1929, 1976 Orange County Adjustment. GENERAL NOTES LOAD FACTOR DESIGN Bridge Design Specifications (1983 AASHTO With Interims And Revisions By Caltrans> DEAD LOAD: LIVE LOAD: SEISMIC DESIGN: REINFORCED CONCRETE: PRESTRESSED CONCRETE: Includes 35 psf For Future Wearing Surface. HS2O-44 And Alternative And Permit Design Load. Peak Rock Acceleration • .44g Depth to Rock • 10 to 80 F'eet 8t TCA Seismic Design Criteria fy • 60,000 psi f'c• 3250 psi Unless Noted Otherwise n • 9 Transverse Deck Slobs <Working fs • 20,000 psi Stress Design> fc • 1200 psi n •10 QCM RELEASE JUN 2 t 1994 FOR CONSTRUCTION. See "Prestressing Notes" on Girder Layout Sheet PHOTOOfWl'tETRY AS OF• 1-17-92 DRAWN " N BURGOS DESIGN " H. MULIA oma F MOHAMMAD! BONITA CREEK BRIDGE t:Slil:::VE::YE:D:-Tiiar;o---;T~T;;-H;:A::;C:;:K;ER;--t,TRAC=E::o~fi1rir-;:;D~DO;:;:U~G;::;L;-AS:;---t:DE=TA::I:-:LS::-t;;.,;-:A-;S;:-EG;:-:U:-;;R;:-A:----fo1>t1iicciiii1aii'"--;:F;-::M:;;O:;-;H::AM;-=:M:AD;,1:1 ~ TRANSPORTATION """11•=-=-,,,..,,,,..--------t:F::IELD:::QEQCED=::1 •• ;---;M;-J;O~N;E~S:---7:CH:E:CIC::E:D-fi.,;-7'1 :::G:AA;::-Z:;:O::N::----tOl:l::I\N:::-T:::IT~IE=siii.,;-:-K:-::T:-:S::--:U:----iaiot1iic,iiii•;-:r:-:-:M::O:-'.H::AM:-::M-:'.AD::l:1 _..,.,.._ CORRIDOR AGENCIES OENE FOSTER POST Ml TCA CORRIDOR MANAGER 23.5 FOUNDATION PLAN FILE ID• luar3/la3/ajh/333/drawln<;1a/3331fnd.•ht PLOT DATE• 17-hAAY-111114 Dll•03 PEN TABLE• •Jh.p•n ORIGINAL SCALE IN INCl£S FOR REDUCED PLANS • 1 2 3 cu EA 12-332 102540 DlSREGNID PRINTS BEARING EARLIER REVISION DATES -- ATES <PRELIMINARY STACE DN.Y> .,..,.. SHEET 3 OF 24 . ' ' CITY .;_,NUii .l>f/ I I • I I "" • I .....,, I I ·-·-·-·-·-·-·-· ·-·-·-·-· I -·-•-•-I-- I I I I I I 't Bison Avenue I ~ Bearing Pod ' I I I 3½" x 16" x 16" Bearing Pad 1 <Total 14) See "Abutment Details-2" ·/ 1 Sheet I I I Ed9• of D•ck~.,.-+---+---+---+----+-----------------t----,.-+--t-------------------------+-----+---1--r-11 6" Chamfer loi5 ... '_·J~•o+• ,..;6 ... '_·O ... '.,.' _...;:9 ... '·...;:1 ... "_,..._l_E _______ a_c_t_l_l_12_'_·5_V:_2_"_• _3_7_'·-• .. Yi.._"...,..~l .... ' ... •2 .. '_' .. · ,.._'·4,. _______ 5 Equal Spaces a _g-sY4 " • 62'-~Y◄''. 8" -6" 2'•101 II 81'-63/4" 2'-101/. " -. --~. ABUTMENT PLAN &co1t1 9, ... , .. 0 .. , ~-~ Bison Avenue I j',/ c 1611 -6 11 i------.;.------------------------------_;;.-~...._-------------------------·· -----·-----·---/ . 9 -IO .... = Q. °' )\ I ... ;.. - I 1'-9" ,. I / 1~ Equal Spaces • 158"-0" I I I I I I I ,, -,. /4 •.• ,· --.. 20 Equal •• • 158'·0" i.i.----------------------------=---a-i;;.;..; . , I I I I -',A- Clft a, 111¥1 .. ,.,..v, ' . FOOTING PLAN 1111111 V.•'•1'-0" . . . . . . ELEVATION Scol1 1 Va"•l'-0" 14" Square, 100 Ton Pile <Total 38> -' .... -·-_, -' • ' -·. -,-_, __, ___ _ _, --............ NOTE All Piles Not Shown -' --·t--· -_, ..., I ' I ' I I I I I I I --. ~~-1•/1 II --I I I I I -»v- I AS BUILT • Ne, Claiiglll 0 Changed N lllrbd AIJ BulH Date: -----------= .. ~ .. =-IIO. 171M•• DIIION • H MUI.IA F MOHAMMAD! NO, • J CRAWLEY TRANSPORTATION 55C·616 bo• I IIINII _ ... DITAILI F MOHAMMAD! GENE FOSTER POST M 01ST COUNTY ROUTE POST MILES &HEIT TOTAL TOTAL PROJECT NO, S ITI of Deck /1' REV NO 12 Ora 73 21.96/23.64 PLANS APPROVAL. PAR■DN■ D■ L■uw. INC. Two Venture, Suite 550 Irvine, Callfornla 92718 5/15/95 AOOED UTILITY OPENINGS 6/20/9,4 ORIGINAL ISSUE . DATE DESCRIPTIONS Released for Consuucllon ,; .,.,,,, BY ,.,_,... CHK 12 {__ ,_,--e,1_ • ~-, ) -~ "(' Project Engineer -Date NOTES: 1. ,: : Indicates Vertical Pile 2. 0 Indicates Piles Battered J:1 in Direction of Arrow 3 For Utility Open"1g ot BockwoU See, ~~B 4. For Utility Opening in End Diophrogm, See' ~ 5. For Abutment and Wingwall Drainage, See "Structure Approach Drainage Details" Sheet 6. For Section A-A, See "Abutment Details-1" Sheet BONITA CREEK BRIDGE QCM PELE:AS£ 4e CORRIDOR AGENCIES • TCA CORRIDOR MANAGER GUMITITIU te T SU F MOHAMMAD! 23.5 •GAffl-lCSCM.£ IN INCHES cu 12·.3.32 -----------------~..__...._ ___ _...~~~~~r.--,--,--,---,--..,......~~::.------+-~--'--------r-~""'ABUTMENT 1 L N NARY S YI OISAEGARO PAINTS BEARINO ID PLANS II I 2 3 EA 102540 EARLIER REVISION DATES •· ' I I I ' I I I I • • ·------. ~ Bison Avenue I I ·------· I I I ,, I ' ~ Bearing Pad ···64° (Typl ' 31/2" x 16" x 16" Bearing Pad <Total 14> See "Abutment Detads-2" Sheet I Ed9t of Deck ■1 9'-2" 4 Equal Spaces Q 12'-5½" • 49'-10" 8'-6" I : 0 I -ao I .t 3"-0"" r,, '...(p " • • ~ Bison •, 166'•0'' I 74'-3½" Avenue i:..-----------------------------------------------;----------------------------·· ----·--·--·- , I I 1111. Eq .. -• c..oce1 ~ 162'·6" 1 1'• " i i..1.,__ __________________________________ v ___ ... -.., .... ~.._ .... ..,_ __ ...... --~---------·•··· -· -... --·----·--·---· .. ---·· ' I / ..... -~ O> >,. -' 1--.... ,1 ,, ~ I I I 14" Square. 100 Ton Ptle . (Totol38> ~ - - -, -, -, -, -, ·+ -, -, -, 1· -. -. --;~---· -·-~-➔·-·-·-· ~.:l-· -·-. -· --:1-·-·-·-"'=1·-· ---·-i:.r. - • - ·-· ◄:.1-. - • - • - ·':",· -·-·-·-•-·-· -·.i· .... .:,-. - . -. - . ~. -. - . - . - •.::-r. - -· ·J-: -------------------------------------·-·---------------------------------~----J----------------------·- -' -· -· --' ~ ----·v ·-----u------~--· -· -0--·-· -~ · -· -·-+J-• ---· ~--• ---\1 · ---· -v-·-·-·-{;-· -:r-· ~ -· -0 · 0 --~ I 1'·3% ", -•-!j , =----------:--------------.....:2~o~Eq~UG1~.!Jspe::9~c•~•~•~16'.!2'~-6~"--------1. . FOOTING PLAN Scole1 V,11•1'•011 Utility 0penin91 i Sison Avenue ' , I ' . -.. _L .. -.. -------...... I I--~------~---;--:----.,..-------------,~------·-- • ' I • v ' I I ' I -' -•·--• I -~Abut 4_B~g_ I ! 1'•3o/i II I, 16 ' Utility Opening .,n REV NO 1ST COUNTY ROUTE POST MILES SICIT TOTAL TOTM. PROJECT NO, SHEETS 12 Oro 73 21.96/23.64 PLANS M>PROVAL DATE PARSDNS a■ L.■uw. INC. Two Venture, Suite 550 Irvine, Collfor-nlo 92718 . 5/15195 ADDEO UTILITY OPENINGS I'<!\'' ---8/2Q/9,4 ORIGINAL ISSUE CATE DESCRIPTIONS ' BY CHK Released for CoMtructlon ~ ~ ',-11-,,· Project Engineer Datt I t t ' .ya- NOTE= I I I I I I -"Y-AS BUILT Cll'Y 1W ..... , .. , -----------; .. ::. .. .-.... ,.. .• ... .. DIIICIN • DITAILI • GLMTITIU • ELEV~IIQN ice117 i 11•1'•0" H. Mlll..lA F MOHAMMAD! A Sf:GURA f MOHAMMAD! ~ TRANSPORTATION =------t «?e---~-CORRIDOR AGENCIES I< T SU F MOHAMMAD! GRIOINIIII. SCM.E IN INOES PGR MO ICIEO PI.IINS e 2 3 All Piles Not Shown OENE FOSTER TC~ CORRIDOR HANAOER cu 12-JJ2 EA 1025-40 POST HIL 23.5 0 Nc,Cla.g11 • Changed• 111 lald M Bunt Date: OISREGARO PAINTS BEMINO EARLIER REVISION ~TES -• NOTES: 1. See Notes on II Abutment 1" Sheet 2. For Section A-A, See "Abutment Oetails-1" Sheet. BONITA CREEK BRIDGE ABUTMENT 4 !'OR CONS Y FiUt:TION. YI -,., Structure Approach Slab •11 _JcTot 2> [Top of Barrier ------------------ --------------------- •8 _J Cl 8" Inside f' ace •5 _JI 8" Outside f'act Hook Into The Abutment Bockwoll <r---3"-0" 1n ----------------------------- ----------------------------- at Abutment ----------- . -- r Top of Bridge Deck ................. ___ , -•5 Appro1Cimat1 Finish Grodt See "Miscellaneous 0etails-1" Sht Detail A ,....+_...,-+-I~~--J -•5 L • F •5 O 8" Outside f'oce •4LJ a 12" WINGWALL REINFORCEMENT AT ABUTMENT 1 Structure Approach Slob •11_JcTot 2>\ Top of Barrier\\ _________________ \_ •5U <Tot 4 )-..,w......_i----1 --------. co ~ L_ No Scale •9 _.lo 9" Inside Fact •9 _JI 14" Outside Face Hook Into The Abutment Backwoll "·0" Min ---------- ---------- ----------------------- ---------------------- •9 '-.(Tot 2)1__:::~ - n Joint in to Match "a" at Abutment ----------- ----------- Exterior Face Pile Cap Top of Bridge Deck io I See "Miscellaneous 0etails-1" Sht Detail A ~~__.--Approximate -Finish Grode •6 <Tot 4) Both Ways, Top L Bottom ■lilt:IILG .. CITY ENGINEER I •9 0 •9 0 8" Inside Face 14" Outside Foe~ •5 LJo 12" ~~::t::t:::1:::t::tt--J -•s L Exterior f' act cnv a, IIIVI .. ,.., ND, 17:N'l·M WINGWALL REINFORCEMENT AT ABUTMENT 4 No Scale Pile Cop Structure Approach Slob F'or Abutment Drainage Stt "Structure Approach OroinQ9e Details" --------- NOT§: For Information Not Shown . Sff "Structure Approach Slab" Sh11t Section B-B • 2" Cir . - Match Deck Overhang -. --J -~--CC: ...... -----j_ 2" Cir / ~! --I -N WWLOL •41 I ID 12 •5 Q 8 <Outside Face) , •5 \__ (Tot 2l SECTION B-B Scale= ½"•1'-0" Structure Approach Slab •11 <Tot 2> TBP F'or Abutment Drainage See "Structure Approach Droino~• Details" NOTE: F'or Information Not Shown. See "S\ructure Approach Slob" Shttt Section B-B Pipe Drain 2" Cir - ~l ~---0--~ ,. Match Deck •• Overhang --I -N -•4r7e! 12 .,.-WWLOL _/ •5 LJ (Q 12 /-•9 IQ 14 <Outside Face> _,,--•9 \_ <Tot 2l Expanded Polystyrene ½" X 1'-0" Expansion Joint Filler DIST COUNTY ROUTE 12 Oro 73 PLANS APPROVAL DATE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 21 96/23.64 ES$/ ANDI MULIIS ~ . S 3700 PARSGNS DE L.EUW, INC. Two Venture, Suite 550 Irvine, California 92718 ,,~-Elas tomeric Bearing Pad -,-~/ DETAIL 1 No Scale 4 11 with5 11 ~la..nd Joint Seal Assembly <MR•~") -..__ BB or EB 1'-0" ~ Abutment Bearing I 1'-6" I 1'-6" For Reinforcement See , "S " tructure Approach Slab" ·-, Sheet , ------" T ~ r----- 0> •4x6'-0" O 18 --~ C: ·2 0 • ii\ C: Q) t--Ill 0 a.. u Ill .._ Q) <I) <I)_. = Q) 0 c(o_ > =E 00 ~(..) \J C 0 Q) cc Q) •4x6'-0" Q 12 •11 <Tot 6> •s L o 12 •5 Cont Q 18 •5 11 Cont fQ 18 - Q)cc (,J Ill .2 0 a.. I Geocompos1le Drain See -------- "Structure Approach "'- Drainage Details" ShL 2 It Cir • • • • -o- 1 .5 -~ N_ •5 x 3'-0" Dowels Q 12" -Expanded Polystyrene~ ~ See Detail 1 Elastomeric Bearing Pad Expanded Polystyrene; Same Thickness as Bearing Pad Q ~ h.-----'-"-----•5 n a 12 •5 J a 12 2'-0" 2" Cir ;;•5 Q 12 / •8 Cont Top Sc --------~~ r 3" ·c1r=1 ~~-F---------+----¼i-------4__,, Bot (Tot 14) c.o -N l __ ------- --~fi- •6 O 12 ~ AS BUILT &, 3/2,/95 REY I SED MR • ftuCI 1ng11 Q Cl•-M 11111Dld M Bullt Date: / /10/94 ORIGINAL ISSUE DESCRIPTIONS BY CHK SECTION C-C Scale= ½"•1'-0" 1'-9" I 2'-9" 1'-9" 1'-9" I ' ' (l Piles <t, Piles SECTION A-A Scale: ½"•1'-0" Ar'!? 1 I ISSS FOR CONSTP.~CT':)f'{ DESIGN " H MULIA F MOHAMMAD! BRIDGE NO. 55C-616 BONITA CREEK BRIDGE f"ILE ID• /u■r 311■3/■jh/ 333/drawlnoa/ 3331owd1.•ht PLOT DATE 13-JUN-109♦ 13•23 PEN TABLE 30al•c p•n DETAILS " J CRAWLEY F MOHAMMAD! ~ TRANSPORTATION J-:01:,,:::1T:IT;;1,::,ii1r,:K;--:T--S:U::----+.iiiiiii'::F:-:-:M::::O:-:H-:AM:-:M:-:-AD:-;:;I--I ~--.....-CORRIDOR AGENCIES ORIGINAL SCALE IN INCHES ,OR REDUCED Pt.ANS " I 2 J GENE FOSTER TCA CORRIDOR MANAGER cu 12·332 EA 102540 POST MILE 23.5 ABUTMENT DETAILS - 1 Bridge Deck •4 (Typ) ~ro 4-•5 L Into Pile •6 0 <Tot 5) er- Optional Construction Joint With Roughened Surface 1" Expanded Polystyrene '\'b. / •6"\).b,Cont <Tot 5) •5 <Total 4) Detail 1 4 -•6 Each Face <Tot 8 )-H+-...... H-t+t+----11+--i • •8 too (Tot 3> ------++1f--....._.-t 15'-0" Additional 6-•11 To be Bundled with 6-•11 I TYPICAL SHEAR KEY REINFORCEMENT 3-•5 L Into Pile Cop CTyp> ( PER FU #z-~ze,) Scale: ½"•1'-0" Wingwoll Reinf CTyp> v•51 , o 9 (Typ) \ 5-•5 L Into Pile Cop <Typ> Bockwall Reinf <Typ> \ •5 <Tot 4)---1---ll~---./-----w----r-.1 <Typ> 0 I N ½" Expansion Joint Filler L.a iffilll <Tot 3> ½" Expanded Polystyrene DETAIL 1 No Scale -•5 L Into Pile <Typ> Cop Expanded Polystyrene NOTE= See "Abutment-1 St Abutment-4" Sheets For Bearing Pod Orientation SECTION C-C No Scale DIST COUNTY ROUTE 12 Ora 73 POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 21.96/2.3.64 QfESS1 HANOI MVLlti ~ Nos 3700 PLANS APPROVAL DATE PARSDNS DE LEUW1 INC. Two Venture, Suite 550 Irvine, Callfornla 92718 level Each Woy .079"x22"x22" Golv Sheet Metal Coot Top of Pod With Silicone Grease <f. Bearing Pod Expanded Polystyrene. Some Thickness As Bearing Pad (Typ Between The Bearing Pods> Fiberglass Reinforced Bearing Pod 55 Durometer Hardness <3½"x16"x16") SECTION THROUGH BEARING PAD Cop 2•-0" {iyp) Wingwoll Reinf CTyp) 4-•5 Into Pila Cop <Typ> <Typ> No Scale Abutment Reinf <Typ> AS BUILT 0 LC1•,g11 a Changedaalll ad As-Built Date: SECTION A-A ABUT 4 <ABUT 1 SIMILAR) SECTION 8-8 ABUT 4 <ABUT 1 SIMILAR) Scale: ½"·1'-0" QCM RELEASE JUN 2 I 9 f.OR CONslRIJCmft UJ:tOVID 1Y CITY OF Scale: ½"•1'-0" CITY ENGINEER IIIVINE PROJECT DAIi: NO, 1731"!·• DESIGN IY H MULIA IY ---··-·-DETAILS J CRAWLEY IIONIIIIP IIA'II OUANTITIES IT K T SU F"ILE 10, /uar J/15J/■jh/ 333/drow,nQ•/ 3331owd2 sht PLOT DATE• 14-JUN-1994 11 40 PEN TABLE SJh pen CMIQ(IED F MOHAMMAD! CHICICIO F MOHAMMAD! -~ TRANSPORTATION +----------1 </4i!!!\~-.,--CORRIDOR AGENCIES F MOHAMMAD! ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 I 3 GENE FOSTER TCA CORRIDOR MANAGER cu 12-332 EA 102540 BRIDOE NO. 55C-616 POST MILE 23.5 DISREGARD PRINTS BEARINO EARLIER REVISION DATES-• BONITA CREEK BRIDGE ABUTMENT DETAILS - 2 SHEET OF 7 24 ________________________________________ ....... __ .. •5, Total 14 •I....__,,, Total 6 4" (Min> f Abutment Bearinc;i I 2•-ott ~ - -·1 I Continue All Bottom Slab Reinf into Diophra9m (PER rH#Z-729) SECTION A-A Structure Approoch END DIAPHRAGM SECTION No Scott OPllONAl OETA/l. (Nu'SCAicj ~~ with 511 9la..nd / Joint Seal Assembly ,< ... MR ..... ~:.-',> __ .r-- 3" Bonding On Smooth Finish 3" Bonding -~ 1/a" x 12" Neoprene Strip Bonded J" Minimum Width Each Side of Joint. Place Prior to Bock filling The Abutment Bockwoll And Installing The T emporory Bumper. <Fold Ntoprtnt Into Chomftrl Abutment Bockwoll JQINJ PROTECTION DETAIL NO SCALE End Diaphragm Re,nf - •6 Li Q 6 -+-----+-;-+----+-~----< •6 Ll O 6 End Diaphragm Reinf- NOTE: I , , For Dimensions ond Details Not Shown See f-111.C~q.w."--!IWI DETAIL C <Additional Reinforcement at End Diaphragm Opening> No Scale . . . TOT"L PRO.iiCT NO. SHEETS 12 Oro 21.96/23.64 PAASDNa D■ L■UW1 INC:. Two Venture, Suite 550 Irvine, Collfornlo 92718 . . Ol 4 tJ, c.. t1 .... "' 1 ..:l 11 V tJ, ~ p Note= The Height of Recess Sholl Match to Girder Recess. DETAIL A NO SCALE Top of Deck or Roadway Thimble may be Cost-In-Place After Tightly Wrapping with Wraps :f ::t ::::i::per or Seal Pe@r ~~v ! U-3 ,._: --Signal Pole See @ I ----- . OUTSIDE ELEVATION Sidewalk --------·---------------------- PLAN Note= For DttaiJ1 Not Shown, See Standard Pion B11-~• CONCRETE BARRIER TYPE 26 <MOD> ENO DETAIL NO SCALE " ClffDGI .... •• -· ... Clff • . .... 11111-T -•. ,,.. ... Cop End wi~~; Sttel Plate. Tack Welded and d Wottrtight (Min) I 1'-0" <Typl ' I , Notes: -········-----------------------------------------~--------1. For Additional Reinforcement See Detail C 1 ' 2 For Utility Opening and Symbol, See Utility Identification on "Typical Section" Sheet. -------------------------------------~-------- -~l,. / ~ '-'-_-_-_-.::::_-.:::.:::.:::-=--+--+----------=i -\--_J { ------- ~Abutment Opening Through Abutment End Diophram FUTURE UTILITIES No Scale OENE FOSTER 55C·616 ' . . . ~ ~ -· - • I:: --~ -- ,. -. -- • • ~ N "',l',l'..'-XXX .J-1 ~ __ 1 \ -----'{ DET All 8 NO SCALE ,, • ,, I . ' - • ,. I I -J j • 1 o . , u AS BUILT Q NoCINmQII • Changed u llarbd As-Built Date: BONITA CREEK BRID<,E POST MILE 23.5 MISCELLANEOUS DETAILS - 1 cu 12-332 EA 102540 OISREGMO PAINT$ 8'MING EMLIER IIEVIIICIN c»TES • YI t Abut Brg \ (PER FM 11 2-Boo) 7 ½." DIST COUNTY ROUTE POST HILES TOTAL PROJECT SHEET TOTAL NO. SHEETS ' \ ' \ ' \ ' Deck Slob \ I 12" Dia. Golv. S tee I Pipe ' ~'r-1..:..:===-==-=-=~---~~~~ss,,~~~~,,,,,~ \ ' \ ' \ ' \ \ \ \ ' \ ' ' \ ' ' ', -------1---Approoch Slob c..~~.--'i;----::::::=~-Exponsion Device Not Shown Paved Concrete MEDIAN DETAIL No Scale -8½'~ G18" 5" Bridge J •4 Cont CTyp> •4x 0'·8" C2 18" CTyp) 12 Oro 73 21.96/23.64 REGISTERED STRUCTURAL ENOINEER oFESSt ,:; HANOI MULi w NC'$ 3700 1-_PL_A_N_s _AP_P_R_o_vA_L ___ o.;..A_T.;,E ___ ~\· 6/30/9 RUCT PARSDNS DE LEUW1 INC. Two Venture, Suite 550 Irvine, California 92718 OF C~\ Deck Drain 0·1 ' Abut Dioph {PcRF.41#3-102) I I I I I I I I I I I I I Modified \ ' \ ' \ PLAN DECK DRAIN LOCATION No Scale Abutment Backwoll ' .,;,l ' \ 3: \ -0 \ (/) ' ' ' NOTE= For Details Not Shown. See ~ "Deck Drainage Details" Sheet \[y 8" 2", 4" I ' USE C!TYO.F.TR//INE TYPE A CURB ON BR/OGE /WELJ/A/11 Checkered Plate 3/a" X 18" Deck Joint Width •1/4" l°--i::zzj;z:z:z~~~~JJJ--~ a. 0 (.!) I 3" I I I I I I C12"(Max> Stagger • i Expansion 1 Coupling ~ Abutment Bearings I ,-Approach Slob \E Open Jo;nt lo Molch Deck Joint Width Pipe Hanger --- Q 10'·0 CMoxl Manufactured Expansion Joint Coupling <Galvanized) to Provide For o Minimum Movement of 6 inches JS I llCXID .., CITY ENGINEER 12" Dia. Galv. Steel Pipe CITY OF IIIVINI: PROJECT DATI NO, 1731'1 •IR FILE ID• /usr.3/os.3/sjh/ 3JJ/drawinga/.33J1mis2.sht PLOT DATE, 29·APR-1994 09•2.3 PEN TABLE, BJh pen ' 5'·0" --:: ------=----- SECTION 8-8 No Scale I / 1· I I ; 5'-0" ... 20" Dia. For med Hole r=======~ ' 1 ! /-Drain Pipe See t 1--I========-=--= I _ "ROMJWAY PLANS" Q __ ::-~ Invert Elevation 88.30' IQ North Side and 89.90' C! South Side -. Top of Deck~ T p All Sides ½" x 2" Flathead Cop Screws With Insert Assemblies SECTION C-C No Scale AS BUILT Q NoCllangN ■ Changed as Marked As-Built Date: ,. ·6" i---Curb Line Top of Sidewalk • • • SIDEWALK EXPANSION JOINT ARMOR DETAIL No Scale 3" CT p> \ \ 20" High x 28" Wide Opening See Detail C on "Miscellaneous Detail -1" Sheet Galv. Steel Pipe Deck Drain 0-1, Modified Add 2-•5 Each Side of Opening <Typ> Top 81 Bottom Seal by Caulking ==-:I----1'-6" ::::::::i:i:=::==:tt=: < T yp > SECTION A-A No Scale 1'-6",I L (Typ> OESION IY C-H MULIA F MOHAMMMJI DETAILS .. OCCIC!II ~ TRANSPORTATION t--------if....:. .. -J:::....=C:.:.;R:.:.:A:.:.:W.:::L.:::.E..:..Y ___ ➔·c---ro.!.F_.!!!M~O!.!H~AM'!!!M'!!:MJ~l_....1 ~-~,..... CORRIDOR AGENCIES OUANTITIES K T SU F MOHAMMMJI OENE FOSTER TCA CORRIDOR MANAGER ORIOINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 3 cu 12-332 EA 102540 MEDIAN EXPANSION JOINT ARMOR DETAIL BRIOOE NO. 55C·616 No Scale QCM RELEASE BONITA CREEK BRIDGE JUN 21199% FOR CONSTflUCTICDtt POST MILE 23.5 MISCELLANEOUS DETAILS - 2 DISREGARD PRINTS BEARING EARLIER REVISION OATES-• REVISION OATES CPRELIHINARY STAOE ONLYI 514194 OF 24 t Bison Avenue I I I II I ;Ill /! /I /Ill :I 11 /Ill /I ti /Ill ti ti /Ill ti 1I ,111 // ti ;'Ill ;I /I ;Ill I(, ;I ;Ill ti 11 ,111 ,1 ti 111/ 11 /I I LJ.J, _____ ./ L ________ _/ L_ I I .._ I I I I 1,-~..._ I I ~-a,nt__ -----1----✓--t---~ !...~--. __ ----i'-1. ____ _ '-I I • ,.._, II I I I • -r~• I I I _.../_L _ -;'-__ -..-LL., ..--__ Ill/ ' II /Ill II II Ill/ II II Ill/ II II I ti I I I 1I 1I 1 1 ;I )1 !Ill 1/ 1t 11 /I I ti 11 11 1I 1' 1111 /! ti /I ti 11 ti 1! 1I ;I 11 1 1 ti /I /! ti I 1I ;I /I ti /I '/fl /I ;I 1I ti I ;I ti ,1! ,I ;I Ill/ 1I ti ;I ti ti ti /I ;.-11 Ifft 1I 1I 1I 1I I ;I ti ,I (Typ) ;I ti /ti/ 1I ti 11 /I/ ti ti ;lj 11 1 1 ff/I 11 11 11 ,1. 11 ;t(Typ)Q Co111 A 11 ,1 1,11 1I 1I ti ti I ti I~ /I :, ti 1111 1 1 1 1 1 1 11 / 1 1 1 B 1 ,1 • 1 -r-~--11 1 1 o / I 1 / / I ; I , / I , I I I , / I ,; I/ • /1 ,L:~----...IL ______ JL _____ ~ .. :L!------1L _____ _/( ____ .._----_;<_ 11 ___ :( ____ :_ __ Jt..._-,·,•-'~{,,c...--1----,.-J ,__ ---1"'-· II I , .... I I\ _!_} __ --+'--➔~~-------------------------i:-s--~J_____________ : --~~'_ --I I 1 ., -~~ \1 / I I , ,.._, , -.,: 1. , ,.._, // f , ,'-/ 11 --~~-·v-" l··-,-, 1 1 1 -,.._, , , !-/-1/----~ 7/ _______ !t/------///I_ ---1/ ____ --/~/-•·· -, -/1 1 ~, - 1 1 1 11,-----·' 2~ -~~,-~/1~'.l _/..,..,/--,t----- // II II I II II I ~ II • -11 II I II II II II 1 1 /I Ill/ :i -0 I Ill/ II II Ill/ I II II I II II ' II .'I II II /1 II II I II II _I II II II II II Ill /Ill II II I II II II II ti 1! flt/ /Ill II II /Ill I II Ill/ I II I/II I II Ill/ I II II I II II / II I II ii /Iii II I II II • II I I II !Ill I II II II I II II I II II// II II II II/ I ii II ,, 1 / Ill II II II II II II I I I I I . , I -·-----___ _}~LJ----~~ ... J._ •6 lfiloB PLAN SCALE: 1/111 • 1'·0" ~ Bi1on Avenue See Pion De toil A on "Bent Detoils-2" Sheet <Typ> "" REV NO DIST COUNTY ROUTE POST NILES SHEET TOTM. TOTM. ftl'OJECT NO, SHEET& 12 Oro 73 21. 96123.64 PLANS APPROVAL DATE PAA■DN■ a■ 1-■uw. INC. Two venture, Suite 550 lrvlne, Collfornlo 92718 !1115115 ADOeD UTILITY OPENINGS el2CW4 ORIGINAL ISSUE "''" ~ DATE DESCRIPTIONS BY CHI< R.,.ued ror Construction . ~et!. ~If~ ~2~ Projecl Engineer Date css, Pl NYLIA s 3700 .. / -Position Hook Inward as Necessary to Avoid ' Interference with Additionol 4-•11 x 18'-0" *"'." CITY INOINEP 0 CITY o, IIIVIIC l'IIO.CCT ,-Additionol 4·•11 x 18'·0" 10 Bundles of 2-•11 See Note 2 0 0 ' .. 1111 NO, 17•1•• -----·- ..... MIi P'ILE ID• ✓uerl/lal/ajh/ 333/drowln,aa✓3lllbbt1 aht IILOT DATE• 211-APR-1994 09•22 PEN T-SLE• ajh pen 26 Bundles of 2·•11 See Note 2 DES ION 0£Tj11ILI QUANTITIES ELEVATION SCALE: 1/1 11 • 1'·0" " H MULIA " A SEGURA " KT SU ,.., 0 Ill -0 .k ~ 1/) ,... 0. 8 >. I-.... If) • \ SPIRALS I / Prestressing Ducts •50[)Ho~ Q 3" / ... -,... u 0.. <Typ> er- I / , ->. -1-(0..., f 2'-6" CTyp> •,_ D1scont1nue Spiral ot Cop Bottom Reinforcement <Typ> Discontinue Spiral ot Footing Top Reinforcement <Typ> ... _,... u 0.. >. \ •50[)Ho~ a 3 fo t: • #5 SPIRALS ;WAY BE f/SED IN L/Ef/tJFliuJPS /Al BtJT/1 T1tE BEN'1~ :;,.;p._, //Alu FOOJ7A/5S. D t (PER /?Fl.)/ MAC-040) ( PER FM'NO. 2-Zt;.,O) MOHAMMAD! <& TRANSPORTATION F MOHAMMAD! CORRIDOR AGENCIES F MOHAMMAD! QRIOIIW. SCALE IN INCHES ,QR REDUCED PLANS e 2 3 •5 Jag <Typ> • OENE FOSTEA TCA C0,.111 DOA MANAOEA cu 12-332 EA 102540 Notes:_ AS BUILT ONoCIIMQN • Changed u Marbd Al Built Date: 1. For Sections A-A, B-B and C-C, See "Bent Detoils-2" Sheet 2 Lop Splices not Permitted at Bent Cop Main Reinforcement. See "Bent Detoils-4" Sheet for Butt Weld or Mechanical Splice Locations. POST M LE 23.5 DISREOAAO PAINTS KMINO EARLIER REVISION OIIITES BONITA CREEK BRIDGE BENT DETAILS - 1 Sltlt4 9tM ~tl. .. £,tSE JU 11 j 9 1995 nm CO/llSTRl.lC1i1'N YI .. -(J N I I ---(PERh1l #i:;-c/.:,) TORED//CcC.C!VGc-S77CAIIAITf/£EXTER/.CRGIROER TIie t:.CWER 2~ BARS A/4Y TcR.#/AIATc"AT'/7t'E ZA/.SIOE FACE tJr EXTERIOR G/.RfJER. 77/E t,PPE R 2& 8ARS/ic?{,Z£) E.KTEAID TtJ 71/E EJ'TERltJR MCE PER r'LA/v: A!VD ,1,/AY BE RAISED AS A/EC.ESSARY TtJAf/tJILJ P.RE.57?ESS TENL?OJII O.R REBAR C.JNR'IC r. 26 Bundles of 2 -•11 6-•11 Adjust to Provide Clearance ot PIS Ducts r•s '----JQ 12 - -i~ If_ Bent \ ' ' ' •5 [ Tot 2 per Girder 01ST COUNTY ROUTE 12 Oro 73 PLANS APPROVAL DATE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEEfS 21.96/23.64 NEER 1i0FESS1 " $HANOI M w No S 370 6/3 PARSONS DE L.EUW1 INC, Two venture. Suite 550 {rvlne. California 92718 ... J. .., C • • i: I • '\'\~ . . . . . I t -. -: • • . • • !'Z-. ~4" Fillet . .. ' 2" Cir r 26 Bundles of 2-•11 Equally Spaced / (Total52 Bars) " 'I: .t.U •6 - I I .,.,.,.., CITY ENGINEER ___ ,.,_, .. , ••-M'II Stirrups xWi/ . . . . . . . ~ ..... ' •6 :[:tf::'.]jj: Q 12 CTotol 6) -. . . . . CITY DI' IRVIME PRO~C:T . . 111111[ NO, 1736'1•811 F'ILE ID• /uar J/le3/o jh/ JJJ/ drawlnga/ 3331bb t2 ■ht PLOT DATE• 29·.tPR-199~ 09•21 PEN TABLE SJh p•n • • • ~ ~ • ► • • • -. t . I • ' ' ,._ : C: ,.., 2 ._. . ~I -0 t ! (11 I -. -. 8' -0" SECTION A-A Scole:1/2" • 1'-0" I I I I ' • • 0 t I • . - -I : • ~· : • . -. . - ~ -(.) - , <Typl ' 2'-10" < <Typ) . !\ ' • -. . - •. , . -. - ~6-•8 Eoch Side of Cop 10 Bundles of 2-•11 (Ad d 4-•11 Q Ends, See ent Detoils-1" Sheet> "B ' • ■ ■ • I 4 / ' • ' ' ' -. -. . . --. . •5 Spiral /Side Face Reinforcement .-.--".✓ _,,,,-Inside Face of Ext. Girder __ ....-__ at Top of Bottom Slob See Standard Plans~ PLAN DET All A No Scale Start of Pitch When Weld is1 Used To Anchor Spiral Unit \ Direction of Weld 75/. Pen')>---- Min /' 45° 2'-0" 2'-0" (Typ> 6'-0" SECTION C-C Scale=½" ■ 1'-0" Direction of Weld ,.... ___ _ \.., --------Run Off End of " / Bar as Shown ~• "', •4, •5 & •6 Reinf Only "---5" Lop Bar Run Off End of Bar as Shown 11½" •4,•5 & •6 Reinf Only 12" Min Lap Length Note: Flore Weld To Be Made In Direction Shown WELDED LAP SPLICE AND ANCHOR Start of Pitch When Clip is / Splice Clip Shown Used To Anchor Spiral Unit , / For Example Only 1. Butt Weld To Be Mode First. 2. Butt Weld To Be Mode in Flot or Horizontal Position. 3. Lap Bar To Be Centered On Splice. 4. Flare Weld To Be Mode In Direction Shown. 5. Lop Bar Equal Size To Spiral Bar. VEE GROOVE WELDED SPLICE Some Size.Spacing 8c Material As Spiral Shown On Plans . . 0 I v ~•8 Interlocking Bors Q 8" Max. VColumn c=====¼---, 1 • "= •3, •4, •5 Reinf Only Individual Hoops, Mode Continuous With 1001/. Penetration -A-s--,-,-L·i·,,-,-T-- Welds, Moy Be Substituted For Spirals. Ii I L SECTION 8-8 Scale:½" • 1'-0" NOTE: 0 ... CIW,GII For Information Not Coll ed Out See Section A-A 1 Bar Dia <Typ> ■ Cl•·••••rflld AIBulllO-. OESION .. H MULIA DETAILS .. A SEGURA IIY QUANTITIES K TSU MECHANICAL LAP SPLICE AND ANCHOR BUTT WELDED CONTINUOUS HOOP BAR SPIRAL SPLICE & SPIRAL ANCHOR AND HOOP DETAILS NTS -F MOHAMMAD! -F MOHAMMAD! CHI:• .... ~ TRANSPORTATION --+--__.:,......:.;;;;:;..;..;.c.=.=.;..__i <c?tfP!\--..,--CORRIDOR AGENCIES F MOHAMMAOI ORIGINAL SCALE IN INCHES FOR REDUCED PLANS a I 3 OENE FOSTER TCA CORRIDOR MANAGER cu 12-332 EA 102540 BRIDGE NO, 55C-616 POST MILE 2.3.5 OISREGARO PRINTS BEARINO EARLIER REVISION OATES • BONITA CREEK BRIDGE BENT DETAILS - 2 TES IP Y STAGE ONLY> S/4/94 QCM RELEASE JUN 21199't SHEET OF 11 24 a JillOllD 11'1 CITY ENOINEER C<IL _,. lnlCIII OVIIIIICINT ..., C, ... ::!: C, :::E E o.9 0..., I-0 co ~<O oo -1----I"") u CITY OF ll'tVINE llftO.-cr C.IS NO. 11311q.111 FILE 10 /uar3/la3/ajh/333/drawlnga/3331bbt3 9t,t PLOT DATE• 29·,tf'R-1994 09119 PEN TABLE •jh pen • A 3" Cir --, I I ~-J ' -L., I I I I ' I -r- I ' I -,_ I I I I --. I I I I __ , ~ Column I ' I •9 Q 12 Top Mat •11 Q 6 Bottom Mat I ' I Class 100 CTot 24) ' I I ' Piles I I I I --- --1 I ------ -• - - --- • - l - l -'. ~ -_1_ -• -- - - --- -• ~ -..l -1 __ .. I .. __ , .. __ 1 ' I I --, I I I __ J ' I ' I ' • ' I ' . ,-f ~ I • I -1- . .. -' ... - I I I I I I I I ' I I ' I - T -I - T -. ' ' ' I I I I I I . . ' ' ' ' I I I I I I 21'-0" 3" Cir 1'-9" CTypl --<O I -I"") tO I I""') -,..... -0.. 0, >-_, I--...... tO -,-.. - ..... C, ... ~ C, ::ii E Q 0 0 ::::: I-0 co N -(£) 0,::: • • -r----I"") u I I 3" Cir A- I I I I --· -I I I I --. ~ Column I ' I ' I •9 Cl 12 Top Mat •11 o 6 Bottom Mot I ' I AOJt/STSPAC//VGtJJ/E/?77/Ei.ASTS'stJ T/-IAT!..AST BAR IS 3''FRcJM #Elf/E06E (T.J? f 801-T.J;t,I) 3" Cir Closs 100 Piles <Tot 28: • > r -Bu/rf P Fi?R/rf G" -·------~·----·----------,-tr-,-·--------------1 ' I ' I I ' I I I I I I I I .. -_I r i T I - (£) I -I"") DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 73 21.96/23.64 ~9.QfESSt~ REGISTERED STRUCTURAL __.,NEER ~ -~ f!HANPI MVLIA ~ w No S 3700 i;i PLANS APPROVAL DATE ,"' E•p.6/ 30/97 it ~P_A_R_S_D_N_■_D_E_L_E_U_W--,-.-N-C--..\ ~~TRUCM~~~,_~ Two Venture, Suite 550 "I' OF c~'' Irvine, California 92718 I I I I --, I_ -; i I_ -~ I I I I --- I _J ..,. • _I ·---·-·-·-·-:_· -(PERFAr!NO 2-¢87) I I I I I I I ' ' ' ' ' ' ' ! 3'-6" ! 3'-6" ~'-9 11!1•-9•~ 3'-6" ! 3'-6" ! I I I o I I I 21"-0" ~----<Oc+------+---NEWEOGEOFF0077NG 1"-9" <Typ> -,..... -0... ~ >- -I--.... FOOTING PLAN AT BENT 2 FOOTING PLAN AT BENT 3 l""')-=L u r l , ----I ' DESIGN •5 Cl 12 <Typ> Each Way ' • .. -....... 1 ... • • ' SECTION A-A ½"-1·~0" CHICICG IY H .. ULIA M MOHAMMAD! F ,-,-,-,-,-, . . ....... .. -----I • ' ' ~ TRANSPORTATION DE_T_A_IL_s_ .... •_• _K_M_O_N_T_G_O_M_E_R_Y _____ M_O_H_AM_M_AD_l--1 4?.iP!\.__,.,...,_ CORRIDOR AGENCIES IY oac,(E) F C,CCICID QUANTITIES K T SU MOHAMMAD! F ORIGINAL SCALE IN INCHES I FOR REDUCED PLANS 0 I I I I I I I 2 3 - 0 ... I l"1 l GENE FOSTER TCA CORRIDOR MANAGER cu EA 12-332 102540 BRIDGE NO, 55C-616 POST HILE 23.5 DISREGARD PRINTS BEARINO EARLIER REVISION DATES • " AS BUILT QNoChangll • Changed u Mllrlr8d AI-Bullt Date: BONITA CREEK BRIDGE BENT DETAILS - 3 QCM RELEASE ,JUN 2 1 • REVISION OATES <PRELIMINARY STAOE ONLY> SHEET 12 ; 514194 I I I I OF 24 I Cl Bison Avenue I Edge of Bottom Slob <Typ) ;II; / /I 1I I ;I ;I t / I ti ;I I Ill ;II/ ;I ;I ;I fl /I /I • 11 ;I 11 11 ;I till ;II/ ;I ;I ;I ti ;I ;I / ;I ;I /! // ;I /Ill ;II/ ;I ti ti 1I 1I 11 / /I ti ;I ;I ;I ;Ill /II/ ti ti ti 1I /I /I • 1! ;I ;I 1! ;I ///! ti/; ;I ti ;I ti ti ti .1 1I ti ;I ;I ti ;Ill ti// ;I ti ti 11 ;I ;I / ;I ;I ;I ;I 11 ;Ill ;1;1;~1 ,111 /1 1 , 15"-0" /1 1 '·, 12'-0" /1 1 . 10'-0" .// /1 1 / // 1s·-o•:// . . // 15"-0" // /1 1 /11// I / / I t I / I • / J / / 1 I I I I I I I ' ;7 / / 7 / I I I I I I I I I// ;I 1I/ ;I , ;I j; ;I • ;I ;I • /I ;I ;I //// /11; ;I /II ;I / ;!/ /I ;I / ti / ;I / ti I ti ;I ;Ill 1 LJ.J. _____ -' L _______ _; l./-_____ _; L _~ ____ _;LI ______ -1 L ______ -1 L _i _____ __; L _ _i ____ __; L ---.L --. .J L -----J-.. J L -------.IL ----u_; I / II I I I , L. / / / , L' • I II 1 I II I' -f--, I I I ' -', ' • I ' -' -' ' ' -·1, ' / ' -f--' I 11 / ~•n t , , , , , . \ ; , ' . ' ; ; , t ' ' • ' --<t"'-31:. - . - - . -. f · 1F-1./+:. -I· -~•--- . - . - · f iL. -I -. -• -. -• - • \. -(-. , ...... - • -. -,-• --. ---I-----. -. --t --l ---+r ------------• ·-. ---t - -·1-. -;---- -• I ---• .. - • ·-• -...... _. --1-;i1• -j!. -/-. - I I I 11111_/j_L_ --; / ______ L7 /-------7 /-------7 /------71/-------7 /_/_ ----7 !-------7 /-------7 /-------7 /-------7 /--_ _J_ t7 / /Ill II II II II I II II II II II II Ill/ /Ill II II II II I II I II II II II II Ill/ /Ill II II II II I II I II II II II II Ill/ /Ill II II II II //2 II / II II II II II Ill/ Ill/ II Ii II II II II . II II II II II Ill/ Ill/ II II II II II II I II II II II ti Ill/ /Ill II II II II II II I II II II II II Ill/ Ill/ II II II II II II . II II II II II /Ill /Ill II II II II II I II II II II II Ill! /Ill II II II II II / II II II II II Ill! Ill/ II II II II II . II Ii II II II Ill/ I I Butt Weld or Mechanical Splice Alternate Locations as Shown <Typ) BENT CAP TOP REINFORCEMENT SCA!_E: 1/s"• 1'-0" I t Bison Avenue I Edge of Bottom Slab CTyp>-, "" /II/ I I It I ;I ;I I ;I ;I I II/ tll/ ;I ;I // I 1! ;I , ;I II II /I ;I /ill I I I I I I / I I I 11 ;1 I I / I I I I I I I I I I I I ; I I 1 ;II/ ;I ;I I; I 1I ti / 11 II II ;I ;I //// I I I I I I I I I I 111 / I / I I I I I I I I / I I I / I I I ti// ;I ;I l1 1 1 11 ;I /I II II 1I ,I /Ill ;/// /I ;I II ;I ;I ;I I ti I! II fl ;I /Ill ;II; ;I ;I I( ;I ;I • ti i.l l"'~.Ol" 1! /I ;Ill ; I ii / I / I ,:.. 12"-0" 12'-0"1 /.I 12'-0" / I / I I J~"-0" ~ , I I I I 1/ / I 1 1 11 1 1 1 1 1 1 , 1 1 f' , 1 1 1 1 1 • 1 r '; • 1 r ;-1 1 1 1 ,, 1 1 1 ;II/ 1! ;I , ;! , 1! ' 1.I II ' ;I ;I ' ;I , JI ;I ti/I / I I/ 11 1 ! I I f / / I / ;II I / / I / I I _I I I I I I I I 1 ! / I 1 LJ.J. ___ -_ _; L --_____ ___j L --1'----_ --J L _J. ____ J L_ L ____ J/L ______ _; L-1 _____ _; L ____ , __ __; L ___ -L __ __; !_ __ -i--__ __; L ______ __; L ____ µ__;I I II I I I ' L / · ' / / L , I II I I II ;,-~-, I I I ,-~., , I ,-f-_L, • • ,-1', I ,-f--, J II / i: B~nt_ - • • - • -1--/.I. • .J/ _ -1-. .;.. -- . ---. _/ .J. - - - . -1'. - - - - - . _: _ -~ -~. - . - . -. _,( _. - . - --/-. - --. _ / _. -i!-. ..:.J - . -. ---- - --. -. -.!-. -. - --,'-. :L. -',-- . - - - . -/-. - . -. - . -. - . ---,'-. + . .:,.1_ IL. -I-- . -. • - --• I II I \ I I I • \ J ' \ I I \ i/ II I ., ....... I ;. ? I I _ _JJ_L ___ , ______ LL, -------~ -------~ ___ ---~ --------, --~----~ ---------, ------~------------------, ___ J_LL~ I !Ill II II II II Iii II / II II II II II /Ill /Ill II II II II II. It • II II II II II !/// /Ill II II II II II II .' II II II II II Ill/ Ill/ II II II II II II I II II II II If fl// /Ill II II II II II II / II II II II II II// Ill/ II II II II II II . II II II II If /Ill /Ill II II II II II II I II II II II II /Ill Ill/ II II II II II II I II II II II II Ill! Ill/ II II II II II II , II II II II II /Ill Ill/ II II II II II II I II II II II II Ill/ //II II II II II II II / II II II II II /Ill Ill/ II II II II I rl , II II II II II Ill/ I I Butt Weld or Mechanical Splice Alternate Locations as Shown <Typ> CITY ENOINEER CITY OF IIIYINE l'IIOJECT BENT CAP BOTTOM REINFORCEMENT SCA!_E: 1/a"• 1'-0" Mft NO. I 738~ -Ill DESIGN r, H MULIA CNKICID F MOHAMMAD! r, c-cc,n ~ TRANSPORTATION OETAILS A SEGURA F MOHAMMAD! CORRIDOR AGENCIES GENE FOSTER TCA CORRI.DOR OOANTlTlES r, CHICICIO KT SU F MOHAMMAD! ORIOINAL SCALE IN INCHES cu 12-332 FOR REDUCED PLANS " I 2 3 EA 102540 F'ILE ID• lu••31193/ojn/333/d,awongo/ JJJ1bbt-4 sht PLOT DATE, 29-APR-199-4 09,17 PEN TAS~e: •Jh pen MANAOER 8RIOOE NO, 55C-616 POST MILE 23.5 OISREOARO PRINTS BEARING EARLIER REVISION OATES DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, St-EETS 12 Ora 73 21.96/23.64 NEER PLANS APPROVAL OATE PARSONS DE LEUW1 INC, Two Venture, Suite 550 Irvine, Collfornlo 92718 AS BUILT • N(,Cl•411 OCl••••••ud AaBulllDatr. BONITA CREEK BRIDGE BENT DETAILS - 4 9.0FESSt ~ ANQI MVL w NI>$ 3700 6/3 QCM RELEASE JUN 2 1. fOff C0NS.1iRli!Clli~ REVISION OATES !PRELIMINARY STAGE ONLYI StEET OF S/4/M 13 24 TR(:}! STEEL_ FOR CJ''¢ ti'PbVING 1ST COUNTY AOUTI flOIT MIL.II TOTM. l'f'OJfCT 11111, NO. ~>0< (mT7_) FIE!.DBEAIDASNECESSARY // -Edge of Deck 12 Oro 73 21.96/23.64 INEER "M,scelloneous { 1 4" Fillet (PERFAf#c-7/S) ' • 1,' ,._, 4 ' (Typ> (PER,C.¥#2-742) Ac ~ ~ I SEE .OET,4/t. AB(}J/c ~ 1 ~ ·~ 1 ll'•J"j 8'•0", (PERFAf112-7/5) 2'·0"' ~::J:'.~j (?cR F.H#z-715 J :, 1 , ., J SCE WIL!../KC{IPY ~'-6 11 9'· II a.! 10 s OCII. ·111-l". 112'·6" 9'·0Y2" 5'-6" LEFT/j}. i-=----=•..,.....~=t.~,...,,.----------------_______::::._;::c==.::....=......!.!....:......:....:.:.-=-.. _______________ ~~{J___--1-,,~~ ~ 2'·21/a•~ ,n REV NO • S11 L0!'9itudinatSec;tion on UTILITY IOENTlflCATION PERF/11#2-715) 2'·2½" "Girder Pr11tr11,1n~11 Shttt L t• o o · r Opening Q Opening Cl cPERFV#2-?0(.,,)-, oca ,on wntr escnp ,on Bent Cop £rid Oiophro m DC:LETc 0 ~~----t-~----_--A\:~A ____ -t--__ SC ___ C __ -__ -+_ --,~il--f~u-tu_r_e_G~os-t-i-ne---_+-_-. __ -___ -~--e-~_+_ -1 __ i---:=-z.:..::O;_· '-'-::.;l~ligc:.;.h.;...· .:..a_ .. _L _ _::-~-1-- 'EY° in 12" Casin <•3226> x 2au--· ho---+-5115195 ADDEO UTILITY OPENINGS =C'tl r.., , -sc E (lEFT)SCE/f/GH//OL.TAGE 32" High NONE (R/(;/IT) Fl/1l/Rct/77L.ITY x 40" Wide ORIGINAi. ISSUE OATE DESCRIPTIONS BY CHK Released for Conllruc:tlon TCA 2" Irrigation Supply Lint "GSP" 6" '11 10" 0 --I , IRWD '.2.0 II¢ fTyp> -Tfoffic Signal Conduit Recess, See Detail A (PER FM# 2-1/5) FUTURE UllltTY -~ --4 \ ·-0•1 ., .. Af Q<lL '>'" 17-~J, PloJecte in11r 0,1, ' ! (PERA/#.c'-?C&) j CRWD I"'' Futu~ 6e~r 1:-nc.o.~ ir'I :2't • ¢ sud C::O.t>i n~ (,PER/"H~&33) Tubular Hand ~, RailinQ c::~ Concrtte Barrier ~".'\"-J--.-- Type 28 Modified C Se• 11Mi1celaneou1 Detail1-t" Sheet Mditionol •5 • 9" <Typ> Additional •5 cont. I • I ' II f ' •& I usti Mo• co f◄" Drip Groove , •4 I 911 Mex ' ' Rec•••· Ste Oeta11A /·-- di I R II' CIT'f INOINID CITY fl ..... ,.., ----------=.,::-::11:r-... ,,.. .• l'LI IO• l.,_,l/lalleitllllllclrowlng■llll1t•1 ■l>t Ill.OT DATIE• OJ•JUN•1111♦ l♦•le PIEN TAIILIE• •Ill pen -....__ TYPICAL. CROSS SECTION -_J NOTE: SCALE: Va"• 1'·0" For reinforcement ond other Information Not Shown, See "Partial Typical Sec lion" 2-•8 Stt <Typ> •5 Tot 2/Girder (Typ) i Girder ' Additional •5 1 <Typ> --=-~· @ •6 Transverse S•lt" -----• Or • ----11 See "GIRDER LAYOUT" Sheet I ' •4 Tot 4 Per Boy __ _ •5 Totl!_Pe~ Boy •4 O 12" Mox ', , -,_ 4" Fillet Typ ' ' -Const Joint <Typ> [O[_ Cir_~ •♦ I 12" Max ~ (Typl @ L..l---11--•S 1f Stirrup o_-s •5 Tran1ver11, ,,, 16" _-, - I See 'C::J •5 I 18" Max -'-~ ~-•S Tot 2/Girder (PER ,C;/,1.H' z"c;, 9 2) .,_ u tTyp> Ct.RCO//ERFRO# TOP OF SOFfiT St..AB TO l?JP OFTOPAfATSTEEL NOTE: Transverse Reinforcement Shall Be Placed Perpendicular to Bridge <t_ PARTIAL TYPICAL SECTION ~~~, SCALE 1 Ya"• 1'-0" IIIIIGN • R PETERSEN IIITAILI • A SEGURA CIIJMIT If Ill • K T SU F MOHAMMAD! ~ TRANSPORTATION ~F_M_O_H_AM_M_AD_I -1 <?IP!\---.--CORRIDOR AGENCIES F MOHAMMAOI OfllOINM. SCALE IN INCHES FOIi IIEDUC£0 PLANS e I 2 J 0£Nl F0f11" cu12-2 EA102540 ... ... ' . N 55C-616 POST M 23.5 PARaONa D■ L■uw. INC. Two Venture, Suitt 550 Irvine, CallfOl"'nla 92718 Transverse S• 11" ~ -~ ti Girder I r '·0" • .. -Thickened Top Slob 0 -• ... •4 Tot 6 ----4------ •S Tot 18 Thickened Bottom Slob --- •6 I 16" •5 D 12" Mo,c D Thickened Slob .!:: 0 --- '-0" l ' I 2"-0" 2'-0" SECTION Q THICKENED SLABS SCALE: ½"• 1'·0" Top of Deck • ~ I • ... ____ , ------,.-..::: -~ Y◄" Deep x 10" Wide Beveled Recess (1:1 Bevels) Centered on race of Girder Soffit DETAIL A Sc:ole:½" • 1'-0" AS BUILT a Noa 11111 • aw1gec1.-:•1t 1 AIIBulltDete: BONITA CREEK BRIDGE TYPICAL SECTION QCM RELE<\SE JUN 2 9 UIS roR CONSTRUCilON_ • '"-00:,l:0 • ., CITY ENGINEER C'"-T-CIIION OYIASIONT "°"°"' O,,,fl ' Abut 1 Brg IIATI 87-1 Typ V-1 CITY OF IIIVINE PAOJECT NO, I 73tl'l·BR FILE !O /u1r.3/1e3/sJh/.33.J/drowing!i/3331g,rd sht PLOT DATE 06-JUN-1994 09 OB PEN TABLE SJh pen \ . \ -~~"::i t ., \\ 12 ., --=-~ 11 ,, DIST COUNTY ROUTE POST HILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Oro 73 21.96/23.64 NOTES: 1. [J Indicates Girder Flore Width in Inches REGISTERED STRUCT 2 o lnd,cotes Soffit Vent 3 o Indicates Soffit Access Opening PARSDN9 D■ L■uw. INC. Two venture, Suite 550 Irvine, Col lfornlo 92719 4. For Sections A-A See "Miscenoneous Oetoil~-1" Sheet t Bent 2 ~ \\ ~ \ 25'-0" ..,.____:...:..:_-=---"...t-~---~ \ '-" Ac.cR op,,.n,nt -:O:."'Z.~•-==-z • < Typl \ ·-o" lore\ = '!:..~ = ~-::. '!:.. ~ ~ ~ 1!5.. ""::. ' '\ 12 ·' _ .. ?---:.-r-~r-:F.J r-_-.:-r_ 18 0 ~ .:. ~--~:_-~~-=-=------:..-:: .=.'!:::' ~-= .r' L..:'----------0 \ I (!) \ . ' \ ------\ \ GIRDER PLAN OESION IT H. MULIA Ct«C<[O F. MOHAMMAD! 5-10 Drain Pipe, see "General Pion" Sheet <Typl DETAILS IT A. SEGURA O<IC<lO F MOHAMMAD! ~ TRANSPORTATION ._----+--------+----------i ~-~-CORRIDOR AGENCIES OUANT IT !ES IT K T SU Ct«CK[O F. MOHAMMAD! ORIGINAi.. SCALE IN INCHES FOR REDUCED PLANS " 2 3 cu EA Abut 4 Brg Ol!!SC~IP , iON6 ilY CHK (PERFAf#c;;-oos) 1 L #5 EXTERIOR • \.. GIROER $17RRVPS Ot/CTTIESANO At?OIT/tJ;V,4t Si7RRUP RE/!VFtJRCEAfEAI T RJRLE/TEA'ffRltJR ~::..-~~~ G&'L?ER AT ABt/T,4,/E/t/T 4 (;VO SCALE) , U-7 Trantvei'te Reinfor►ement (PER FN NO. Z-391) 12-332 102540 BA 55C-616 POST HILE 23.5 -AS BUILT ONoCllangN ■ Changed u Uarlmd As-Bullt Date: BONITA CREEK BRIDGE GIRDER LAYOUT DISMOMO ltfltlNTI NMlNO EARLIER R£YISICIN °"TES-• QCV1 Hf.L€A'.'.!S .J!Hf 2 g 1S!l;. ET 15 Of' 24 .. ~ •6a Top & Bott in Deck Overhong ---------- DETAIL B Scale: 1/e"•1'·0" t Abut 1 Brg Additional •8 x 22'·0" c 6 (Totol 13) Below Top Mot Deck Reinf. '\ _,,,.-~,/See DetoilB )( I \ \ ' \ I ' I \ I \ \ ' ~-------------------- NOTE: Additionol Bors Sholl be Placed Below Top Mot Deck Reinf. ICJIO IY ClTY ENOINEER CITY 0,: IAVIH! PROJECT NO, 1736 .. •tfl flLE 10 h.i•rJ/isJ/•Jl'I/ JJJ/drow1n-.s/ 333l1)<6f sh\ PLOT DATE· 29·APR•1994 O!l 12 PEN TABLE: SJl'I pen 7"-0" Additional •5 fa I Tot. 16 DETAIL C % Bent 2 \ 25"·0" \ 34'·0" 30' ·0" \ 27'·0" / I ~- \ \ \ \ \ I ! I \ \ I '" \ "\_/ -..__~_,.,,,. See Cl 6 OESION Detail C '\ Edge of Deck~ Additionol •9 c 18 C Top Slob, Below •6 Bors CIC(l(O \ o, , \ 34'-0" t Bent J \ \ 25"·0" 27'-0" ' \ 30'·0" \ 0, - \ ' \ ' \ \ Additional •9 Q Above Lower 12 Q Bottom Slab, GIRDER REINFORCEMENT PLAN .. -~ J CRAWLEY F MOHAMMAD! ----+-----'------=-'-----+-------t H MULIA F MOHAMMAD! DETAILS TRANSPORTATION CORRIDOR AGENCIES OENE FOSTER TCA CORRIDOR MANAOER OUANTI TIES lY QCQ(fl) K T SU F MOHAMMAD! ORIGINAL SCALE IN INCHES FOR REOUCEO P~ANS e I 2 3 cu 12·332 EA 102540 l Abut 4 Brg \ \ \ \ \ BRIDGE NO. 55C-616 POST HILE 23.5 •• ., .. o ,! •6 ~--Top Sr Bott in Deck Overhang tST COUNTY ROUTE POST HlLES TOTAL PROJECT SliEET TOTAL NO, SHEETS 12 Oro 73 Pt.ANS APPROVAL 21.96/23.64 [S$J AtiP! MVLlf\ ~ . S 3700 PARSDNS DE a.auw, INC. Two venture, Suite 550 Irvine. Col lfornia 92718 DETAIL /Additionol •6 x 22'-0" / Long Cl 6 <Total 13} Below Top Mot Deck Reinf. A L.6 J·Top Sc Bott in Deck Overhang Scale: 1/a"-1'·0" \ Additional •9 C Below •6 Bors 18 Q Top Slob, Detail A QCM RELl:Ase !UN 2 I~ NOTES: AS BUILT • NoChengee 0 Changed a Mmtaad As Built Date: 1. Additional •9 Bors Sholl be Continuous Without Splice. 2. Additional Rebors are Spaced Perpendiculor to Superstructure ~ BONITA CREEK BRIDGE GIRDER REINFORCEMENT OISREGARO PRINTS BEARING EARLIER REVISION OATES-• NLYl 16 24 - (J) -0 .. I ---I"') c.o PRESTRESSING NOTES 1. 270 Ksi Low Relaxation Strand. P Jock • 25210 Kips 2. Anchor Set • ¾ in .3. Total Number of Girders • 13 4. Distribution of Pres tress Force (P·Jock) Between Girders shall not Exceed the Ratio of 3:2. Maximum Final Force Variation Between the Girders shall not Exceed 725 Kips. 5. Concrete: f'c • 4000 Psi at 28 Days. f'ci • 3500 Psi at Time Of Stressing. 6. Concractor Sholl Submit Elongation Calculations Based on Initial Stress at~-0.929 Times Jocking Stress. 7. CJ> Indicates Locations where Jacking shall be Done. 8. For Additional Details at End Diaghrogm. See~ ~ Abut 1 Brg I ~· ' Between Points Shown ' I 0.10L t ' 0.45Lt I Coble Path Is Parabolic I I ' I ' I I . I -' ~/ I ' .,,, } Bent 2 I ' !0.10L2 . . I ' ,I, / ~ I '---- Q. ' ~I ~ . I 0 . -·~--! ~ I 0.40L 2 ' ' , / • Comber Une <Typl \ -00 n co 0 .... 0 0 0 . 0 0 0 0 0 0 0 0 0 0 0 0 0 . . 0 0 0 0 0 0 i;◄ ½ 3/◄ I/" '12 r◄ i;◄ ½ 3/4 o->I er,' '-I (D• NI I ' .... , ..., I ...,I C: ' :::, ' 411 ~! (D, I ~! (di' .... ID I nj ' ..,., .... , ' c:1 :i I (I)' :f( i en, ' . (.)II <c,)11 *Parabolic Between Camber Does Not Include Allowance Points Shown For F alsework Settlement CAMBER DIAGRAM No Scale f Bent 3 ' I ' Point of lnflection~O. 10L2 I 0.10L~ I ' ' I ' . I I " ' l / ' ' I ~ I '----' I g; ' ~ ' I-I I ~' ' = I I 0, ' ,... I .,,, I ' ' Thickened -V 0.45L 3 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 73 21.96/2.3.64 PLANS APPROVAL DATE PARSONS D& L&UW1 INC. Two Venture. Suite 550 Irvine. California 92718 (f_ Abut 4 Brg I ' I ' : I ~ ' 527 ioEThickened I ' ~Ess, HANPIMVL No.s .3100 6/3 I'---I ---1-· ' I ' (J) Slobs Only See Typic Top 8c Bottom Q North Boy, al Cross Section Slob*--< I I ____ 1_ i 0 .. I --,---I") ID " r 1·~ "--~ ' ' Laottom / i ' ~ ~ ' ',._ / I . ~ -• -Slab , "--;~ --~ ~a: . -;;;!:. 0 3" ~ 9'-0" ~ ~ - /88-~ \ I ~ - A I it.,.ID 9" CITY ENGINEER e,,i,-llltlCIII -IIINT 1506" ,10Q12", ' ' 10012" I I CITY 01' IRVINE PROJECT NO. 1738"1•8R FILE ID-/uarJ/laJ/ajh/JJJ/drow1n9a/JJJ1gpre sht PLOT DATE 29-APR-199-. 09 10 PEN TABLE• sJh pen ..,. ~ I ,.,, -• -,,,., , Q 24" Max I ' O 24" Mox 9' -0" 9" ·0" ~ N 00 Flare Flore I I --I"') 311 3" 30Q3" "'' 30Q3'' 5012" ,35Q5~ r .3005" I 1009" I 10012", ' I ' ' ' ' 20Cl5" ~25Cl4" _, 10Q12" ,10Cl9'; I 7 ' 20010'' I I ' ' I I DESIGN IT H MULIA DETAILS IT J CRAWLEY QUANTITIES IT K T SU N * 9'-0" I N Flare .... -Theoretical Point of I No Movement For . I") Two End Stressing ./ 3" V • 30C!3" O 24" Max ,10012" I 1009" I .3005'~ C 24" Mox LONGITUDINAL SECTION NTS -.:o F MOHAMMAOI CICOCID I I ' ' 25Q4" 20010" ~ ' I ' TRANSPORTATION ..,. Flare~~~~ ' .... 3" '~ 30Q3" I"'' [ 35Q5" I 5012" o I I 20Cl5" r 10Cl9'~ 10C!12", I I I I BRIDOE NO, 55C-616 25"-0"* .... _, 3" 0 24" Max , 10Q12", 15Q6" ' ' Q 24" Max ,10012" ' AS BUILT • NoChangN (l Changed as llarlllld A8 Bult Date: -/BR-5 \ I - •5 \_\, Exterior Girder Stirrups •5 1f Interior . . Girder Stirrups BONITA CREEK BRIDGE F MOHAMMAD! ~ CORRIDOR AGENCIES GENE FOSTER POST MILE GIRDER PRESTRESSING CICCICIII F MOHAMMAD! ORIGINAL SCALE IN INCHES ... FOR REDUCED PLANS l!I I 2 - TCA CORRIDOR cu 12-.3.32 3 EA 102540 MANAGER 2.3.5 DISREGARD PRINTS BEARING EARLIER REVISION DATES-• QCM RELE'AS~ JUH 2 f 199~ FOR CONST~TIOI( SHEET OF 17 24 1" - 1/e ~ r I I ' ' I J, L E:;:::::;~=$:==:i:i /::::::ii~ -L 2½"x2"x 1/◄"x2'·8" Bar 4 1/z"x1/◄"x1"-6" Bar 2"x'/◄"x2'-8" / ~ Bar 1 ½" x ¾" x 1'-33/,i" DIST COUNTY ROUTE 12 Oro 73 PLANS APPROVAL OATE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 21.96/23.64 ~v.OfESS1 ANDI MVLI . S 3700 6/ PARSGNS DE L.EUW1 INC. Two Venture, Suite 550 Irvine, California 92718 T Lock Bar ½"x½"x1" = I N Full Penetration/ -----Blank Bolt ½"x2", Tot 10 CTyp.> ....++..+!,.,--Bar 21/◄" x ½" x 1'-4½" Notch For 3/e" Bar LOCK BAR No Scale 'la 2-8 'I◄" Bolts Q 8" Ctrs _____ J -·----------------Field Drilled : C: ...._N -_..._ :::l Bolt or Weld at Contractors Option <Typical All 4 Sides> DETAIL R No Scale Sidewalk ' ' I I ' ' Butt Weld 2" !6'/◄"! 8" 2" -C: ;.. :2 Double Grates •6 X 5'-Q" Long (Tot 4) 2'-8½" FRAME NO SCALE ¾" Bent Threaded Rod With 1 Hex Nut Si 11/4" OD Wosher. Tackweld Nut To Rod Bar 21/◄" x1/2" x1'·4½" -- 1" OD Spring •t3 W Si M Gage Stainless Steel, 2" Free Length. Spring Constant of 24 lbs/in. Spring To Hove Flot Ground Ends Bushing 3/◄" OD, ½" I.D. x 1 1/e" 2 1/a" I Bar 1½" x1/4" xO' -1½" with 13/16 " Hole __ I __ 1/a v--4 1j'1 .. ·J See "Lock Bar" Detail~ l.2J Bar 2"x1/◄" x2'·8" -- 1" DETAIL Q Top of Deck 6" Galv Steel Pipe 8" Dia Formed Hole, See Detail "C" on "Miscellaneous Details -1" Sheet. Locate Hole to ovoid .__ ___ Interference with \ No Scale Sidewalk\ \ I Prestressing Cables. '--------+---------------, See Detail R 1 ½" <Typ> GRATE <BICYCLE PROOF) No Scale Sleeve Inside Diameter No Greater_ Thon Pipe Outside Diameter + ½6" 7 6" / ,,--Bar 1½" x¾" xl'-33/◄" 2" Min N ...... _,. / f I I ' . ' / I .... ------------ 15° Blank Bolt ½"¢ x 12" I 1" Cir to Frame From Face of Curb /Slope to Drain ~ ~ '. ' ' ~ ~ ~ ~ V, ~ ~_--:_ ~,---------\-- --- ---------~ ~ I \ // \ -_,. l.Double Grates ------:::I ___ L_-__ ----- Apply Adhesive Sealant on ~ Pipe Periphery to Seal Joint. Secure Each End Of Sleeve to Pipe With 3 -•10-24 x ½" Self Topping Hex Head Screws SLEEVE CONNECTION No Scale /rSlope to Drain 9" Top of Deck ./1 J 1' -6" /~Y < Caulking\ ; <Typ> s • -----------~ Q. I I - * ---->, I I -I "' ,_ ..J.. __ ..,_ I .._. I f ~ ---i- NOTES: 1. All Pipes To Be 611 Dia x 0.135" Welded Steel Pipe and Galvanized Unless Noted Otherwise. 2. Fittings 8c Bends Sholl Hove A Min Wall Thickness Of 1/a". 3. All Joints or Connectors To Be Butt Welded or Connected By A Steel Pipe Sleeve St To Be Smooth Throughout Inside Of Pipe Except As Noted. 4. All Bends To Be On A 1'-6" Min Radius Measured Along (t Pipe. 5. All Bends To Be Smooth. 6. Galvanize Deck Drain Assembly After F obricotion. 7. All Pipes To Be On A Min Of 21. Slope. 8. For Details Not Shown, See e 9. For Deck Drainage Layout, See "General Pion" Sheet. 10. Two Grates Are Required For Each Deck Drain. ,f 11. Bike-Proof Grates Sholl be used. AS BUILT • Changed aa MarMd Ir Slope To Drain\ Q No Clllngll Top Of Deck As-Bullt Date: 1·-0 .. I ~ ~ \ 1·-0 .. ., ~,· ~-, +, --0 -.... / I Detail Q See Modified Type 01 Deck Drain Inlet, Detail T I I I ---------l ELEVATION OF DECK DRAIN LOCATION Hi!~ IY CITY ENGINEER 110,0, IIIITI CITY OF ti.VINE PROJECT DATI NO. 17~ ·Ill F'ILE: ID• /uor3/is3/aJn/ 333/drow,no;is/ 3331ddt snt PLOT DATE:, 29-APR-1994 09•08 PE:N TABLE, sJn pen No Scale • ~ 2' • 83/◄" TYPE D-1 MODIFIED DETAIL T No Scale DESIGN .. CHICICD H MULIA F MOHAMMAD! DETAILS .. J CRAWLEY CHICICD ~ TRANSPORTATION t------+-::~--___;;_------4-CHICIIID-....:F~M:..::O.:..:.HAM:....:.:.:.::M::.:..AD.:::......I ---1 ~--.--CORRIDOR AGENCIES OUANTITIES IY K T SU F MOHAMMAOI ORIOINAL SCALE IN INCHES FOR REDUCED PLANS " I 2 3 I I I .__ L 6" J ,- CTypJ " . . 6 Dia S tee I Pipe (PER F/J/# Z-728) --->.., I - TYPE f)-/ (STD)@ {z) iOCA 770/VS OENE FOSTER TCA CORRIDOR MANAGER CU12-332 EA102540 BRIDGE NO. 55C-616 POST MILE 23.5 I. .I SECTION U-U No Scale '--0.135" Sht Metal QCM RELEASE JUN 218 •OR !';ON'STIWCTIOftl BONITA CREEK BRIDGE DECK DR~NAGE DET~LS b I OJ Additionol 16-•6 x 15'-0" Cl 6" Below Top Loyer of Reinf. Transverse Reinforcement Longitudinal Construction Joint <See Note 1> b I ;,, Edge of Deck ' --------------_\_ \ ' ' Front Face of Barrier Longitudinal Reinforcement \ ' ----------------------.- 30'-0" . 0 I . O'J . 0 I I"') Additionol 16-•6 x 15'-0" D Below Top Loyer of Reinf. Additional 16-•6 x 15'-0" Cl 611 Below Top Loyer of Reinf. Wingwall Layout Line <Typ) APPROACH SLAB PLAN No Scale Pay Limits For Structural Concrete, Approach Slob •5 Tot 4 Joint Seal Blockout •5 x 3'-0" Cl 12" 7" r-•8 Longitudinal Q 6" •5 Transverse Cl 12" • Filter F obric 1:1 2"-6" •4[/4,o Cl 611 "' Longitudinal Cl 12" Transverse Cl 18" ,-Transverse Contact Joint / See Note 2 , • m a. I- c.o ... u . N For Drainage Details, See "Structure Approach Drainage Details" Sht. N 20° 46'38" E \ \ ' ' --Additional 0 7 x 17"-0" Cl 6" / __ ,,,,,__.-· Below Top Loyer of Reinf. /-Edge of Deck ,-Longitudinal / Reinforcement --\.------------ \ \ -~---------------------\ ' \ ' ' 30'-0" \ \ ', ~ ' , ____ ------------------------ . 0 I') Wingwall Layout Line Longitudinal Construction Joint <See Note 1) Additionol 16-•6 x 15"·0" Q 6" Below Top Loyer of Reinf. . 0 I O> _.,,-Concrete Barrier CTyp) ,,,,.,,/ Type 26 _,.,,.--•5 L Cl 9" Mox / Barrier Reinf See8 1 Structure Approach I DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Oro 73 21.96/23.64 ENGINEER PLANS APPROVAL DATE PARSDNS DE L.■uw, INC. Two Venture, Suite 550 Irvine, Col lfornto 92718 9.0fESS1 .... ~ HANOI MU w No.s ,3zo BAR CHAIR DETAIL 1 No Scale • AS BUILT Abutment Bockwoll 1/-4"x3" Expansion Joint Filler •4 Bar Chairs Q 3'-0" t: Transversely and 4'-0"t Longitudinally. See Detail 1 1"x12" Treated Timber Place Outside Timber Only Where Ground Line is Above Top Treated Permeable Bose CTPB) • NoChlngle .. , .. ., CITY INOINEEIII r..,--IClltl-lOIIT tlCINlll'I' 1111'11 1111ft CITY 0, IIIVIIC 1'110 JIC T NO, 17~-111 FILE ID /uer3/ls3/■Jh/333/drow,ngs/ 3331sos sht PLOT D"TE• 17•M.t.Y•1994 13 16 PEN TABLE SJh pen Geocomposite Drain, See "Structure Approach Drainage Details" Sht. For Drainage Details, See "Structure Approach Drainage Details" Sht. SECTION A-A (With Joint Seal Blockout) No Scale DESIGN .. H MULIA DETAILS .. J CRAWLEY OCCl(II) F MOHAMMAD! CICCICIII F MOHAMMAD! of Wingwall. Do Not Attach Rigidly to Wingwoll _________ __,, Wingwoll Layout Line 3'-0" CTyp> Unless Noted Otherwise QCM RELEASE: JUN 2 1 '69ft /eii<. ~11lUC11(1( OENE FOSTER •6 X 10'-Q" Q 611 "- ~Remove All Forming Material Above Wingwoll Before Placing Backfill Against """"' Top Outer Face of Wingwa1I ,, "'-Geo composite Drain SECTION 8-B No Scale See "Structure Approach Drainage Details" BRIDGE NO, 55C-616 (l Changed as Ill rlltd As-Bullt Date: ___ _ NOTES= 1 Longitudinal Construction Join~s. When Permitted by the Engineer, Sholl Be Located on Lone Lines . 2. For Transverse Contact Joint With New PCC Paving, Refer To Standard Pion A35-A. BONITA CREEK BRIDGE .. ~ TRANSPORTATION -11:imi;;-:-:--:-::-:-:-:-~~7 <t?fP!\~-.r--CORRIDOR AGENCIES OCCICID TCA CORRIDOR MANAOER POST MILE 23.5 STRUCTURE APPROACH SLAB OUANTITIES KT SU F MOHAMMAD! ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 I 2 3 cu 12-332 EA 102540 DISREOARD PRINTS BEARINO EARLIER REVISION DATES - RELIMINARY SAGE ONLYl SHEET OF 19 24 E Q) -(/) >-(/) Q) 0, 0 C: ·-0 '-0 -0 Cll -.E ·-...J >-0 a. •6 X 4' Tot 2 1'-0" Wall Reinforcing r---- 1 I Drain Outlet Type 8, See "Standard Plan" Q Discharge into Bonita Channel Q Maintenance Rood Concrete V-Ditch <Typ> Wingwoll Cop En 'prooch Slab Geo composite Drain /Toe of Slope 1'-0" .3" Plastic Pipe (Slotted) Retaining Woll Toe of Slope TYPICAL PLAN No Scale ---------,--~~ ' / Optional Const Joint 2'-0" 0 - 0 N Top of Footing -0 / I I \ TPB Drainage Pad <Minor Concrete) Wall F coting APIOtD IY ClTY ENOlNEER SECTION N-N No Scale CITY Oft IIIVIIE l'l!OJECT llllff NO. 17»'1 •M 0£SIGN .. Structure Approach Slob Cop End 3" Plastic Pipe (Slotted) Drainage Pod Geocomposite Drain See "Abutment Drainage Detail" This Sheet SECTION K-K No Scale --Geocomposite Drain 1'-0" Filter Fabric 3" Plastic Pipe (Slotted> WITHOUT FOOTING 3" Plastic Pipe - (Unslotted> 3" Plastic Pipe----- <Slotted) - 0 TPB I ABUTMENT DRAINAGE DETAIL No Scale CHICICEO DIST COUNTY ROUTE 12 Oro 73 • POST HILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 21.96/23.64 OFESS/ HANOI MULIA ~ . S 3700 Limits of Geocom osite Drain PLANS APPROVAL OATE PARSONS DE 1.EUW, INC:. Two Venture, Suite 550 Irvine, Collfornio 92718 End of Approach Slab Structure Approach Slob Geocomposite Drain SECTION L-L No Scale See "Abutment Drainage Detail" This Sheet • /" Geocomposite Drain 3" Plastic Pipe <Slotted> ·,,___Geocomposite Drain 3" Plastic Pipe <Unslotted) NOTE: rFilter fabric ~ / 1 ,Top _of Abutment vvit"-~V, / / Footing Bends And Junctions in 3" Plastic Pipe Are 30" Radius Min 1'-0" -~ \_ 3" Plastic Pipe (Slotted> WITH FOOTING Optional Const Joint~ 3 " PI as tic Pipe~ <Unslotted) ~ Top of Footing AS BUILT • NoCla.;11 0 Cllanged M lllrhld As Bullt Date: SECTION M-M No Scale /.-Finished Grade Edge of Footing QOM RELEASE .JUN 2 I 199'1 FOR OONSTltlJClfl0f'i DETAILS .. J CRAWLEY oac,clD ~ TRANSPORTATION t------+-_;_~__;~---4-CHI-CICEO_;_F ....::M::.::O::.:.,H:.:..,;AM::.::.:;:.M:.!AD:::.1--1 ~~-~ CORRIDOR AGENCIES H MULIA F MOHAMMAD! GENE FOSTER BRIDGE NO. 55C-616 POST HlLE BONITA CREEK BRIDGE STRUCTURE APPROACH DR~NAGE DET~LS FILE ID /u ■rJ/,sJ/sJh/ 333/drowmgs/ 333sade sht PLOT DATE 17·1.tAY-1994 09 59 PEN TABLE• •Jh pen OUANTITIES ., K T SU F MOHAMMAD! ORIGINAL SCALE IN INCHES FOR REDUCED PLANS l!I I 2 3 TCA CORRlOOR MANAGER cu EA 12-332 102540 23.5 DISREGARD PRINTS BEARING EARLIER REVISION DATES -- SHEET OF 20 24 1 . I ~ I I ~ I I I 0 I - I e I I (I) I ~ I I d I cc I I I I· I I .t I I I I I I I ·r I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ,, I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I • --------------------------""---------------------~--~----· •,-pW~'l-'!:I" ' ..,. ...... Plac• anchor bolls for Co11•r· fl. • l.. . -~---· ..... _____ .., __ ... "'·------------.... , ...._,,,..,.,,.. __ .. -··-••-------..,l--·---·- ,, .. ~.1 H •z • 6" mo" ctr, / 1 ~I 5 PLAN on approaching traffic •nd ..... ..=.--"1'._\.,,,1......, For:• of~~-, Borr,•r SKEW 20° 0, C: ti ...J ANCHOR • Released for Construction » /7 -r::_( (2--C_ --, "7 • f l :, STUD rt A·J25 bolls, r1//c~. Torqu, lo / J .. ,,,. 150 II.lbs ---- Bar Project Engineer Normal to Join/ ;,, Bevel- 4 .. Date . f" fJ Mox 01sr. COLNTY 12 ORA I ROUTE 73 f'O':>) MILES TOT AL PROJECT ~H~l:.1 NO. H.11.-.L TS REGISTERED STRUCTURAL ENGINEER PL.ANS APPROVAL OATE Temp deferm,n•d by In• }( Ex a c I w id f 1-, f o b • Eng,ne•r. ~ Angles-Typ 1'HIS ~He.e.1 11.E:.PLAce~ 6He.!.1" NO, 2.1 OF-.2q of- Pl-AN ~C:.M RE-L..0Aii6D fc,p.. c..:::i N "& TR U G i I ON DJl\.,-eD JUN6 2.1, 19~4 • ,:: Top of D•ck 80L T d PLATE LA YOUT ® 0 1 I : Ill 1-------n' ..J. _Ju - AS BUILT I : L 4x3~ Us, itisfo//otion bolts •xf1nd•d ~"min and coot with bond brtok,r. Afltr concrtf1 hos cvr,d, r1mo111 insfol/ol,on bolls, insloll A-325 bolls and sh11f n1opr1n1, SECTION D-D ~B" 2" 2· -- JO" --- Cover If. ~• " tJ• wid• •h•• t n•opr•n• VIEW B-B Top of ,11.1 NO. XS 12-S ca • ... .,.,. Olm ...... 71" Gap-..-. II=========~ L4"J"i ~ Stop on h19h sid• ~ ol d•ck HIGH SIDE BARRIER DETAIL B" 2" --• r • Ne, C" sngI1 Cl Cl&tgld u MI1t1111 AI-SulltDatl: 1 1 " Chamfer I 8 ---1-t-+l-+--- I I • I ' IO" 2" 2" SKEW > 20° I I I 2" min ,,, ... , / ' / ,,,"---4--__,_-------1 / / / I / t/'x/2" anchor studs 11 9":t I ,. I I I I • I I l. I 101 I,. -j VIEW C-C Cov•r If ;\• 11 tJ• wide •tt••f n•opr•n• 7 I clear a"x9" anchor studs (l 9"1 1 1 {Typ) Bend la clear paving no/ch or when required : al closure pour._:.__ __ -:----; Paving notch Ciosvre Pour Cover ff!.-Bar sxixtB or L1m1/s -....; I I I I I I I I I I I I I "----., '-I ----...J f.-,1/1al Pour L1m1fs I.. Closvr• Pour Limits I --+-I--Tock wild nvl lo on9/, of 2 locofo1ons. • • I __ -+::-:.:~-f,::=-~--~"xB" anchor sfLds Q 9":t (5" long _ "-. in overhang} j ,__ "-.._~"x/.3" wide sh•ef Aeopr•n• i . .,,---f-.--Motch existing 1 a,nt w,dtn for closure pour Ng_ It Stagger anchor studs 0 4~"t c,nt,rs lhvs: ~ • ~'f' • ~ I 9" :t I .. "o ..• 1 SECTION A-A ,;, 9"± on _S_E_C_T_I_O_N_E_-E_ ~ Jo ,n I information "a " Oim•nsions M'/i111m,nf Location /'J/419 Skew Winter Summer Sprir,g 4 F,11 cf Ptol• Layout --------.. R =¾,, I---'--------~--,¼H" I .3 .. I s.. I @;» ·--· LOW SIDE BARRIER DETAIL Match slop• 4x-!" ,,,. n" Gap 4~ of Barrier or Cvrb face Cover 51, "Pion Bolf & Plat, Bar 4 xi---~ 17;" Gap Ttghl F,t w1d11 sheet neoprene ---I 6.. I ~---- SIDEWALK DETAIL (See Note ··a., J STATE OF AbLlt I 4* 2h" I o/'I II 1~• I Y2. " Abut -"I 4 .. :2bo 2_ ll I½ II I ¾II Not• s • wl-tl-i 5 11 <;3lo..r1d f"vll penetration buff wilds may be subsf1fufed for fillet welds on all anchor studs. Alternate types of anchor stvds may b• p1rmitt•d svb1 ecf fo th, approval by the Enginetr. Joint seal assembly to be used in conjvnct,on wifh closur, pour. (S1e oth•r sheets for limits). Closvr, povr shall not b1 placed until final dtck surfac• ,s w1th1n the foleronctt spec1f1ed. Join/ seal oss,mbly to b• lobricaf•d in 14' max l1n9fhs, Us1 1oinf of crown of roadway, al any Chong• in transverse slop, in dick ··and a.I changes in hor,ronlol d1rttcf1on. Ptoc, ofh1r JOinfs of or n,or Ian, lines. All m,tol ports to be galvanized after fobr1caf1on. Sh1ef neoprene shall b• fobr,caled in on• continuous p1ec1 or joints shall b1 11vlconiz1d. Neopr1n, shall be fabr1cat1d fo b•nd around corners. I" hol•s in neopr11ne sh••fs shall b1 drilled or pvnch•d so fhol lh• n,opr•n• is not dislorfed al fh• fim1 of insfollol/on. Not• "A" lns•rf assembly or 1xponsion anchorage for 3" x ti" A-325 bolt. Nole "B" Us, lhtt 51d1wolk O,to,t of all s,d,wolk joints. Us• fh• Borri1r 01toil of both s1d1s tf fhe roadway is crown,d or if th, differ,nc• 1n 1!1vofion befwe,n th, tnds of the seal ,s 0.5' or less. Q;'.;.\i c::'.,"f$'i'. • MIOG£ NO. APP. 1 f 1935 FOR CONSTRUCTI0/11 CALIFORNIA DEPARTMENT or TRANSPORTATION DIVISION Of STRUCTURES STRUCTURE DESIGN 55C-616 POST WILE BONITA CREEK BRIDGE JOINT SEAL ASSEMBLY MAXIMUM MOVEMENT RATING= 4" OAIOINAL SCALE IN INCHES rOA AEOUCEO PLANS 0 2 23.5 DISAEOAAD ~IIIIIITS IIEAl'IIIIIO EAALIEA AEVISION DAfES --<•• __ , 0, 21 24 • l ' ' j ·' ' • ' ' ' ' ' . . , i . I I I I I I I I I I I I I I I I I I I SI tt I 0 - Plug pil• with concr•t• (5• Min. dtplh) PP /6 " 0.500 t 0 ---18 ;,,LJ tot ,,_.,J.,. '9 moK f•poxy coat Jr-Z"ftl holes •paced or pil• (tot W-W t 0 ,0 ;,,U tot Ploc• rod t •qually ~ und -5) IB " z.3•-0., tot 4 typ. 1·-2" I I I / SECTION X-X IS X 23'-0" tot 4 to b• in place when pile is cost, ___ __ t 0 -·~ I • Prestr•ssing Steel Pr = 1.36,000 lbs. As= 0.92 sq. in. min. ... IS X 23'-0" tot 4 0 -~ be In place when ~ 41 ,._ is cost. ·-.... 31 0 1·-,3" Y-Y to t pile 0 -• 1\1 ~ ~ 1\1 ~ t ... t r t LO e ,._ "' () • ... --.c: ·-... ... C: "' C: ::, • ..J "' C: • C: • Q. 0 - I - * * WI I IJ ,i moy b• substitut•d -If, . , Q,, "') CII -~ ... C: • e ::.. " Q, ,._ 0 ....> ,► .c: ... "' C: • ..J ---------------- • -. -Q, • ... • ,._ u C: 0 0 "' • Ill Ill • ,._ ... Ill • ,._ Q, -Ill " u • ,._ Cl. I f- I I y I - * * WI I IJ ,i may b• substituted ~ Q " t • 0 -"' I C: • ::, 0 .Q 1\1 ALTERNATIVE ''W'' -ALTERNATIVE ''X'' ALTERNATIVE ''Y'' Note•: I. Concrete in Class IOOC Piles shall contain not less than 752 pounds of cem•nt per cubic yard. 2. Pile reinforc•ment •xtending into footing shall b• hook•d as requlr•d to provid• el•orone• to top of footing. .3. Lopp•d spllc•• In spiral pile reinforc•m•nt shall b• lopp•d 80 wir• diam•t•r• minimum. Spiral pil• r•inforc•ment at splices and of ends shall b• terminof•d by o 1.35• hook with 6" toil hook•d around o longitudinal bor or • frond. 4. F"or sf••I pip• pit• (PP) shown, th• Contractor hos th• option of substituting sf••I pip• 5. A I t • r n a t i v • "W" p i I • s sh a I I no t be us• d for CLASS IOOC pi I•. 6. Maximum cut-off l•ngth at th• top of th• Alt•rnativ• "X" and Alt•rnotiv• "Y" piles is 10'0". .,.,IIIOalD IY CITY ENOINEER with ot l•ost th• •quivol•nt diam•t•r, cross s•ctionol ar•a, wolf thickness ond ••cfion modulus. CITY 0,, IIIVINI l'AOJICT NO. 173&'1 ·811 STANDARD DRAWING 1 Details not in Use ore Cfossed-Out ... C: • e ::.. a Q. ,._ 0 ... 41 -' Q. • ... • ,._ u C: 0 u "' • (II (II 41 l. ... (II • l. Q. ... VI a u • l. Cl. \ \ \ \ STATE Of' CALIFORNIA DEPARTMENT Of TRANSPORTATION Da cal at47A ICMID .... , 0 2 I 19 with stand9rd 90• hook, tot .3 (bundled) grouted in 4" Dia. hol• cost or drilled into center of pil•. Cutoff lin~7--- I I I I I I I I I co I • 1\1 C: ·-e t Q I • Q .... ._., I+---"-- ALTERNATIVE PILE FOR PRESTRESSED DIST. ~TY ROUTE 12 O~A -,~ ~ PLANS Ai I hO .AL DA TE ANCHOR PILE ~, . .,. a, .3 .. 5 .. for con er• f• piles for st••I pip• pil•• Low•sf mot of re inf. L Cutoff I In• "-=·.;:::.::·l::i:=-~::::;~~ - Backup plot•-- SINGLE VEE-GROOVE SINGLE BEVEL-GROOVE PILE WELDING DETAIL -BUTT JOINTS Notes: I. Single V••-Groove p•rmitf•d for ol I positions. 2. S,ngl• Bevel-Groove permitted for horizontal joints only. DESIGN NOTES \ \ . \ \ \,. ,. .!: \,. ,. u I (0 Pion footing elevation PILE EMBEDMENT AS BUILT • N6CI a:011 0 Changed ea ll1rt11 d Aa Bullt Datr. DESIGN: BRIDGE DESIGN SPECIFICATIONS (1983 AASHTO with Interims and R•vi•ion• by CALTRANS) . DESIGN LOADING: Compr•ssion = 100 tons (Service Load) = 200 tons (F"octor•d Load) T•nsion = JOO tons (Factored Load) (ofter loss•sJ 0 28 day•= 7,000 psi PRECAST PRESTRESSED PILES Pr= Pr•stre•• Force Concrete Strength fc' fc; 0 transfer= 4,000 psi QCM RELEASE JUN 2 t 199~ •OR CONSTRUCTIO!'{ DIVISION OF STRUCTURES STRUCTURE DESIGN / STEEL PIPE PILE 23.5 F' y ( m i n i mum y i e / d s t r • n g th ) = .35 k • I F"u (minimum tensll• str•ngth) = 60 ksi BONITA CREEK BRIDGE PILE DETAILS-CLASS 100 & CLASS IOOC . I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I • . ( ) . (Al w PLAN SCALE: !" = JO' H-104263 H33307@ ~ w z (Al w . ~~ ~ DIST COUNlY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 REGISTERED ~OFESSIONAL ENGINEER I.~ -------------~6-JQ-,Z~*r;-'-t r PLANS APPROVAL DATE ;:r;' M&T AGRA, Inc. a,g;vd~ ,~ott1chnico/ t:Mtl Enwronm.ntol S•rw'c•s 1290 North Hancock ~t -• Nm, Co NOT£.5'.· I.) Ei.£VA!lON.S &ISEl) a,v SVH/IE'Y BY Qoi'ov.m m~. .I.) 8'WIMZ' /.OCC(/£[) BY £MW//£ /WVTORT, STAff ~ J.) t'!".I PHnlfO(IS eoHIM: IIY H-fA'CI~ LA~ <;J;7 ASSOC'l4T£.5'. 1.) 61!7,'C~ -ABOVT ().2 Of" A NII.£ NE Al.OM: !NE IIONITA OW>t:W ~ flrOAI 11{£ INTERS"«TION Of" COY01£' OW>t:W ~· 186' SHI Of" !HE CENTOi' Of" A 8£1.1. Sl'S'ml !EZEPH()N£ ~y AIWNOI.£ a:1~ l'.S' S£ Of" !NE CDIT.fm.M Of" BONITA a.wn:w Rr::Ut! s· NE or A POW& POI.£ No. 1816-12()£. IN !HE n,,t> Of" A~ POST. ().2 Or A RJOT ABO/IE" !HE ~NO ANO ABOVT L£1,El. JWTN !HE C~ Or ea,vmf OtN>t:W Rr::Ut! WI~ BY A Sl£'£Z POST, I' N£. (vst. El.Ev. 200. ll'J) ELEVAllON 70 ~ i : GROUND SURFACE ALONG \ ~ ~ ~ 833305 ~ BISON AVENUE 8 :gm ELEVATION ~~ ;:tm ~t:i ELEV. 67.5 111 ~_-r====;;;:;:;:----------------\\ _______ 6 ~---------------------------:: ti:-- 3 - 3 -- 0 ---------------70 60 50 JO 20 24" B NATIVE (S~y Light brown fine SILTY SAND ;:: :i < . C 3 4 I BULK 1 • :Al -' with C ' roots • R333Q6 ELEV 61 2 t;; :0 A 'TIM....,....,r.<7'1· BEDROCK (MONTEREY FORMATION): Olive to ~ r-. . , /C\ ----------~=:':::~12 :: 1 ~ 2~•~·•-:-":lit 2 1 '" gray SANDSTONE interbedded with ELEV. 58. 7 1/l ,,., 5 SILTSTON~ ' _ 4" :Rw) NATIVE (CL) Dark brown SANDY CLAY with roots~~~_,-,~ 7 11a, .. , .. 1 .. 11 & _ ~ ,-.,.,.,,,11 ... concretion layer, COBBLES %;s:~;¼~Y.~~').·:.-:'/;,,,,,.,,}:·~'i'.··· ;J;):t-114rn" 7-,: 11 4 1 1 __ 152 ... very stiff , ~ =-Olive SIITY CLAYSTONE 'f....«<.~"i.%,1:,,«t,..'<{!f<:~~fJ<,:,,., • .'S'i-.« • d f COBB Es , , ... ,.-;y;:,.,•,-,vr.<:>~l//;;, '/,1:o•,•iX ••• VOi S -.. .layer o L • 1 'l,ll[Jj '\I I s ,-J""' 2 r ... , 11,,0 BTI U. ,., ~ 4 1 "';Bl nm ... SANDY CLAYSTONE ~-+-'-:,~£------------------50 ----------~ w. ' • •. ..-GWS. lv.47•5 Dark gray fine SANDSTONE ... stiff 8-18-3 F 11 7-211:_ 3 1140!., 11 11.4 ~ I ·124,9•"m.v { 11 .... ,. , .., 11 • -::, 1--Olive to rusty CLAYSTONE interbedded with - I::= SANDSTONE ST E , ... voids -----------~~~~~=~~~ ... yellowish to purple SAND ON with """-~r,1 :,; ,., • 4 1~~"" " ",., 1 2 ~ ~,_ " __ 1""_.,_ ,.,v. ___ --=S.:.:ILc:...:TS::..:T.::.O;....;.NE=----------------=;::~::,:;_-;;:_~~ ------------------'---..!:::::::;-r~e~-------------------40 -~. . .. stiff ..r 114111"1 •11011.A ::,1--1r11-,..,, ~ 11 ~" " l:>,u,, ... -' 1-'4 .,., (SM): Gray fine to coarse SILTY SAND with GRAVEL ~ E ,.,.,.,.n-><,...,.,.,...,,..-j•-t·{ h-i:n1 ""'"""' ----------~-~~,2~,~~~~ .. -~11;!1~,u~~~---,-,-,--;--.,..-,---;--;-;---;------------~"'.'.'.'."~·~.,,,~, I~ 7'□'.::'.1~7• ti 11 1 ,,, n»>V ... layer of CLAY --~==~~;r~==~=;~~:=------------JO ~ ... thinly interbedded .,...,.,.,,....,...m-..-rl~·-H------(sM) Dark gray fine SILTY SAND with fine GRAVEL ~ -114rn sn I ?A 11 4 • ·, , 1--121.4 ... medium dense 11 &"' _., 1 ._.i ..... 1~ •:3--"-".J.: 1-:.::·:.i.:,14CL.o.t • .. .fine to coarse with GRAVEL J ~ ,.,,.,, ,014n,·,• .:· A 11 ,,~,14 .11 ... color change to light gray , , 1 50 100 1&0 __ 2_00 ___________ 20 Tip Bearln9 (TSF) -lU 1l{l.:--i1,1, 60 11 4 0 n11-----BEDROCK (MONTEREY FORMATION): Greenish to olive-Friction Ratio (") 1~14,-,.~rn~-.-,n .-.4~4..--,-11-,-4 9 1--39.Jrr:., SILTSTONE 10 1:, I "I "-~ -iii~-·-:'';,:::: I= l:1'1=~J•" __ B_la.:._c_k_f_in_e_SA.:_N __ D_ST_o_N_E ________ _ ---------------~,.-~ ------,......,.· n-><,.,...,,.r.-,1 ,;:> 114'11 "•1>1Lll1.4 11 I-28.4»•• 11 &LJI 'II I'> 1 l ... ~ 1 ~ 1--1:JPL\l ll 7 u I 96 l>N 411:NIIN -AS BUILT /0 () 7/28/93 UUlt '\I JI>/ 11·1 11111112 ! ... P', 1:74 71 -----------------------------------------;_,-;_,-....,~-...,.,-"'-.-.r1· Ill------------------+---------------+-----------------0 114Ul3Ql,ul1.4 1..11--1486 PROFILE ... siliceous loyer approximately 8 in hes thick QCM RELEASE -!()-----------------------HORIZON1i4L SCALE: !" = JO' //£RT/CAL SCALF : !" /0' -/() ""'" .. I"',.," . 14171141i71 I I ~v-'_-'?Y. .JUH 2 1199~ _______ 1/19/93 -----------------~,~=~~,. ~'~~G·~-~· C]'~~~=::=:;;!~-------mn,:,mDffi;r-j J ~ ~ 0ate ~ '~,, ,, ·•IO,.,_ STAli'ON/NC I ' ' I o -0 f/, ~:~ tno' nee\" I ($ BISON AVE"Nl/E) ' 110 r 111 0 I I r'{ • • O 112 113 114 115 JOB No. 192-235 PLATE I -""" ~ TRANSPORTATION CENEFOSTER 55C-616 BONITA CREEK BRIDGE ►"!'!! "='::::::D;D£SION~B't'~ ==.;.~_-::._OYERSIGHT::::::::;;c:::TE:or::-...:-.. :CH:E:CK:E:D:BY:::::s.:.:N.:. :Kl::f'O.:!l:L:::::~.a..::::::~INVE;;;;;;;;;;;~GA;;;;;'l. T;;;;;:;;;;;R..?.;;;;;lc,!;;;;;;/9.;;;;;:9.;;;;;'J;;;;;;.&..-------_--:_:: __ 0 _~.,.._~_0R,,....-A"'!'G_~_i7E,~"$-,.--,--.,..."-,TCA-CO-RR-IDO_R_-__ E_R --------t-p_r_3_~_~_E_., _____ L_O,..G __ '::i0~F~~~T~E~S~T~M~B~OfflR~I_N_G_S~~N~o~.!""'11 ..., ___________ .... CITY ENGINEER IR\'!NE I I I I I I I I -~~R..:::EVrl::,SIO::.N;,..:=.DA.!:.'TE==Sr-->-(P:.:.R:.;:.E::.:UhA::,::IN~AF«;:-:,:--.::.;Sl'.TAG::.::E:...O:a;Nr=,LT;.,.'l-,---+-C:M~" nF' """'£,.. ORIGINAL SCALE IN INCHES cu l2-JJ2 DISREGARD PRINTS BEARING r-I j j j I I j .........,_ n,_ '" EA 1025-10 EARLIER REVISION DATES _ __,_ l !I :1'f --------=Dli~JE=-INo.l,..1# M FOR REDUCED PLANS O 1 2 3 CRAWN BY .J.B. /JF.POORffR £ RlllTORT 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 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 . ( ) " A i,,. ELEVATION " STA. 112+03 4' RT OF BISON AVE i - GROUND SURFACE ALONG l BISON AVENUE PLAN SCALE: !" = JO' STA. 112+32 21' LT OF BISON AVE l ct,' ~ z 0 V) .../' CD ,- ~ -v, \J, ~ H-1042ffi STA. 113+68 89' RT OF BISON AVE $_ DIST COUNTY ROUTE POST t.llLES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 ORA 73 ~ '@:"~. o<.~ No. -1-IOJJ ~ \I REGISTEREctPROFESSIONAL ENGINEER .. ---------------~Expff-.6c-,vJt,~\.-,z"'; ... ---t PLANS APPROVAL DATE ;~ M&T AGRA, Inc. OF'CAI> Ceotecllnicol ono' Envii-r,nmentol Services 12!JO North Honcoclr Street Anohfllm, Co NO!F$.· !.) 2.) J.) ~) £1..EVA!lONS 84S£tJ ON St/RIIE'Y BY ~ Inc. ~ t.()()(;(;£Z) BY £Nli'l()(IE Rlt/TORT. SHVT EN(;/#ffR. l'.D ME'/lfOIIS ~ BY HAROINC tAWSON '17 ASSOCll?n: ae.'CHAMHK -ABOUT 0.2 OF A Nli.E NE At.OM;' !NE 80Nlllf OW>tW ~ f'lfOV HIE INIEl?SEC!l(JN OF COl'rJTF c,wn;w HOfo,• 186' SW OF !NE CEN!El? OF A 8£ZL SYSml l'El.iPNON£ ~y MWl((J(.£ COl'Eif, l'.5' SF OF !NE COflENt/NE OF BONITA CANnW HOfo, S' N£' OF A /10/W'H POI.£ No. !8!6ll0£, IN !H£' mt' o,r A ~ POST. a; OF A r00r AB()i£ 11-IE Glr()(JNtJ AN/) A80{JT LEV£l. IW11-I /HE CENlcR OF BONITA C.W>t:W ~ IWllv£$'S£lJ BY A Sllll. POST. !' N£. (A/SI. EUv. 2(7(). l?J./ +lL-"10 R33303 ., V " -~ C3330 2 ~ ~ R33301 H~3~o 7 60 ELEV. 57.4 --r=:;;::,-------"~-'-~'ij"~ . ELEV. 59.0 fc\ ELEV. 58.0-~ g ~--ELEV • .!,0.0 8" :H 1 I 4• rRW, ',Y/'"""'" • ,,~-">,S'W'~~-i•'" '''½,>,(, . '-! 4• [Rw) ·,"'"'-l'-',"''"':--.w,_,~~~'W~,<:K(,~ l14lll"Vl'1 o 11 • • 1 1--•M • FIL.. : ugnt brown nne SILTY ELEVATION ~~~~~;;;;-;~-;---60 5() J() 20 /() ------,,~.,._--t1 I.. "J FILL (CL): Dork brown SANDY ClAY ~ ~,,..__",.,~5.'j,~~fl/ ~ , i~W°J»'?.$%:5;,.>'.:,'i/;?J.>i;!;/i:-;0?v!:&·,»·)::x:~i>,;'fS}'/£,S·>,,i,~ifj\:•;./>,' . , 1_____ -FILL (SM): Brown fine SILTY SAND ~ .. ::-~~~ , SAND, moist " 0 ~ l e·t-•• , .,.,,,_,~,v~'>z'.&'?.i-r~_,_->'r ~~~-~>~M*S:§:~,~~:~A":•E~·,!C1·~~~~I,~Il·;:~□~1:I.5•.!fa ··fR~~~~NATIVE (SC): Brown fine ClAYEY SAND ll&ll.,o 'I ll:1 1". 2 n .. ·,,1/., ... loose , ~ u..~u, , , 1 1--1---NATIVE (SM): Dork brown fine 504 ( ) • vCWS.tl.£V. IIOO _ _,_,_, ... "-'-m,.,.e"'-di.,,,.y'-.!.m'-""de,.,_n.,.,.sc,<.e_________ SILTY SAND 'th Cl.AV • t--,t::'o ~ " • • NATIVE CL : Dork brown SILTY CLAY 8_18_13 11 _,. .. 1 0 11 _4 : 3 1--••,.'II-w1 ,, , mo1s ...,, &-la-3 with fine SAND ,, .... "' 1 4 1,," 2 t1091✓v., ... loose ,, .. ,u I O 11 A~ Z --1..& HI•~ f' VA ... ,rm ,..,.,.....,..,....,....,..,rfl'.tl'9.I-..,.., (SC): Light brown fine CLAYEY SAND "'""·'"1 7 ,., "'P}J 3 11 ~ with SILT rm------(SM)· Light brown fine SILTY SAND with--(CL): Brown SILTY CLAY CLAY t·t 2 J-er;"'""'"'ro·",...,' 1"1'1"' 1,.,,..,,._+l':. _ 4 11 /iaT -some 111111 •~ ""--·~ ... very s 1 f ,· ""' 'd I½ ... VOi B (ML): Brown fine SANDY SILT with voids 4 1 4 (CL)·. Dork brown to block SILTY CL.Av, "'"" , .. 1 14 ,., " f:~~~n~~~---------------------"-=~~"-..µ~ ____________ __::11::_,u.=1= "1=~==1. fu_~_,_--_·, ____ soft-----------·-' __ .. ~ (SM): Light brown fine SILTY SAND with n 11.a.,u ... ,,1 ,, 11-• 15 -- ... medium stiff ... ~ ... medium dense 11an_,1 1121~~ •·u.J1.11111uCI •• ~· -~11:v 43.o .,, a-9-93 (CL): Brown ~ J, I 1-' 11 • r,-~ 5 1--·,&'" t'ff ~ ... SI 11T14nt1.1117J01T,1 "lie•,-,, -.,TY-.~V,,~err1 SILTY CLAY with SAND-4() ... soft __________ JO • .11.·:n I it. 11-•v., 7 __ 1.,,.,;11w- C>UU .,u I 17 17 " , l) lh,n,4 ~~ some ClAY ~ BEDROCK (MONTEREY FORMATION): Olive 11-. ,,-, 1 ,, , , " ~ 11 1i 1111R ai (SM): Tan coarse SILTY SAND with GRAVEL l'UH•.,n I 24 •. ., Iii 7 11 1 .1u: I. 71 ... fine to medium SILTY SAND ... GRAVEL BEDROCK (MONTEREY FORMATION): Olive with 114□1" 1>,u,1 4~ , 1--,~L./I CLAYSTONE interbedded with SAND-j E==l-------:-:-:-STONE and SILTSTONE-------,.,,.,.,.,.,.,..,., .... ,-v':1+-,,n---..;ni-------:--:----:----------,.--20 ~~~m;~i::::~ffi~ Olive to greenish SANDY CLAYSTONE !14u, .3o 1 21 11 4 9 -.i,ui"' BEDROCK (MONTEREY FORMATION): ~ _;:,. L''Hll ■.,1JI IL I? iijla1~ SANDY CLAYSTONE interbedded gray fine SANDSTONE I e - . ~ 3c I 4 0 50 IJ.01-l _-.u "" " 0 I"-'' ~ Green to yellow interbedded ~ Gray fine SANDSTONE ll•uJdl _,, • 10 ,.,,,,a CLAYSTONE and SILTSTONE >1 111 4L~ l::J 1--,.,..,..KI F=- ;...; ~ --------;:,: --------------------1"1 .. ifQCu,.~,.,1I 11.,,□ ,1I1.~4~I 1IE1-~-rn,,,,);3,4!1-~r::,.:,.::.,::,.:_:_:_:;;_;_,:_:_:_::_:_:_:_:_:...=---200 ~::i,-;,;'Tn"!rT«r Uc I ,oo I 150 ll At,{ 11 . ,, 10 0 ~ 11 o 1--' -.,, F'r1ct10n Rot,o (,:) Tip Beor,ng (TSF') ,,,,_, """ """-""e,w.c1.u ,.,,_..·,.,..•o,.:i, 1 u I", "~. . .siliceous layer -8/9/93 AS~ BIJIL T -__ _J"~'"'~"~"~' l~~if-· 1~• 1~ JI <l~IR~ll,-~!_~ ___ ~-----,-------------------------------__:11=• ~~'"'~"~>~,,,~ "1=4 J~ 1_1 [--14lUll ~ \ 11ft ": 1::::1 ·1· ~ ------------------'----=aoo..-:::,'.C"..,1"" \,eB ..,.--+-------+ ,-... SI 1ceous layer ~~~[[§J~tii-·;,t· JZ]~!E]] ~,· ,c. 0 a _____ ''• I • 11 &f"'III _,, 1 ,,_, 1111 .t -i 12 --r, '\_/! V' • l"\[1111 ·u 1r•f")I-, .. -. 12 I ti l..._F\I c-t"\6 \ \iii ---"lf9U ■■Ill• 1,,1 1121 /93 __ __._ 0 'Tor Al Built Date: -to J ... fJfll .,1 1E• .. .,~ WIJ I.JI -,,,u. -20 STAllONIN6 7/26/93 I I (.f BISON A~VE) ' 110 ' 111 DRAWN BY .J.B. OE'POORTFR E. Rlt/TORT "=°CAL;c:-::rlWIS=:-=DESl=IQl=:N,-,OYERS==c:IOHT::=-----:,D,t.-:::T'E=---1----~-----------11 FlELD IN\IESTIQATOR '°""'N"PRO\'ED~""!!'l'!!!av~-------i""Cl!Y_OF_-f CHECl<EO BY ----------------CITY ENGINEER IIMNE S...V. KROLL DATE At/Ct/ST .9, 1ggJ PIIOJ£CT --------=Dli=:rE=-INo.11!:W--Ml I ' 112 ~ TRANSPORTAnON CORRI/JOH AGENCES ORIGINAL SCALE IN INCHES I I I I FOR REDUCED PLANS O 1 I 2 I I ' 113 I 3 CE'Nc FOSTER TCA CORRIDOR MANAGER CU l2-JJ2 EA 1025-10 ~·~··· -to 1 1 I I ' 114 I ~ Nn ' 115 -20 JOB No. 192-2.35 PLATE II 55C-616 BONITA CREEK BRIDGE POST MILE 23.5 LOG OF TEST BORINGS No.2 DISREGARD PRINTS BEARING EARLIER REVISION OATES _ __,_ REVISION OATES (PRELIMINARY STAGE ONLYJ I I I I I I OF'