The URL can be used to link to this page

Home My WebLink AboutR_6001_S---· ·-- [J ' 50•00 , ev_c ?t~ 4~•i~.oq Elev 181.90 ~ -4.61361/. R/C•0.6392% Per Station 800'VC PROFILE GRADE No Scale EVC Sta 56•25.00 Elev 165 45 0.501/. 104•-2o/8" -. BB~r Measured Along ~ New [~~~ _Rd • '--~ --1 ~ '---~ ..... ~"J..' ""' ,_ L ..., 1 ' ,~r1· ', 0100•768.9 CFS , :::: ·,_ WS Elev•152'-0" -' ------=~---!=-==-:----... ,,::::-.. - LApprox Exist Ground Abut 1 Datum Elev 120 00 51•00 ELEVATION 1"· 20' ( PEt? rlW NJ /-j, :;; ~-EB , -":~Al __ : ,.,_ ; +,~ --, ! . - ·1 ·1 T 11 t I I I I I I I Abut 2 12'-3"CMin> Vert Cir to WS 52•00 TERMINATE .:..'-5"/F:YTJir'£./li'-1Tr COlil.iJJ1T -,--------, ·--- 9rJ 0 YER17C,./,_ E,:,80/11' c"ATE!Vv ,i, "1WAA A·-· , Top of Cut~ .... ~y--- UTILITY IDENTIFICATION UTILITY TYPE 2-5" ~ Ducts 24"0 Future Utility Opening 24"0 Future Ut1hty Opening 2' -0" x 1'-8" Openin9 For 12kv Line OWNER None None None SCE (•3008) PILE DATA -CIOH CONCRETE Design Loading Location Diameter (Service Load> Abut 1 24" 100 Tons Abut 2 24" 100 Tons Released for Construction PILES DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 73 Specified Tip Elev 112.0 117 .0 /..,_,. f\\Ol'ESSt(S.< # i; :::; ...., .:; M AMIN ISLAM ;t; ISi No. 46468 PLANS APPROVAL DATE .<'" E•p6/J0/95 it PARSONS DE LEUW1 INC. ~ CIVI. -(~~ ,-.-4 Two Venture, Suite 550 ,-Pf~\~ 2'-Q" X 1' -8" Openinq for 9-4" tonduits Pacific Bell ~3011E- Irvine, Col ifornla 92718 2-5" ~ Ducts ,,, None . {PER F/Et.LJNEUO NtJ. 2-3'12) -·-' JI ;;-/ Project·Engineer 5 /-,,Jr7<f i New ' I Date. Ford Rood AS BUILT -------·-----·---------. ---·-----I 114'-0" ··-------------·--··--·--·· 51'-0" ·-·. --------------63"·0" ------------------·----------------i I 1'-0" CERTIRCATION: The improvements have beer installed 1n substantial compliance with the lines and grades shown on these As-Built plans ana with the quality crrte11a set forth in the proJeC! spec1f1cat1ons T ubulor Hand Roil <Typ> _ . ► 10'-0" 8'-0" i--►I"' B. k ►i. SW i e 12'-0" 1 Lone ►I"' ,1~:~~-•• ?' OT7"-0t ,'f~~~--~ 24'-0" 2 Lanes 8'-0" 10"-0" •fc· ►f-o· -.. Bike SW 1'-0" -- ,. /--/' QC Manager -/ "'--,ff✓~ ,, I ·o ,,,, ·-'" ..ro/£. . ~ ~~:fr!,ll1t{11.qJ.'\ ; • bate ASSURANCE· The 1mprovem.,n1s have been reviewed and found to be accurately recorded by lhe As-Bwit plans. CEMRE Concrete Barrier . and Sidewalk Type 26 <Typ) --~, __ Jf-q.qs-Curve Doto • Date L ----------' --~---··---' -. -""Y ---· .. Lone Lane -2 2/. ◄ - j ., Raised • > /I Median -2.2% -► .. ~~=/=1,..k:=¥0:d..!::===1\=) ~'~==!..'-======f; :..:::I"===;_' ~~'=====1--=1 ==::!...!:' '=~1 !::!,-~-I =L!::1~_-1=:!J~r 2 ( T yp) / i ""-Profile I Cost-In-Place Prestressed Concrete Box Girder <Typ> Grode TYPICAL SECTION 1" • 10' I ABOJ/E GRAOE A/Ii..; ~---1?. ,·/-;,-?1.;,..;L) _/ \ '-Toe of Fill I I '-:<.. rT op of Fill ·, I L "'~ · Toe of Cut R•1800' A•8° 49'56" T•139.01' L•277.47' NOTE: All (As-Built) corrections ar& done in ITALICS with RED INK 1 J. £.--:"' .:;; EB Sta 51•67.09 Q-t ___l.l .. ~J ____ l __ _ A t',ftll 0 ,. Storm Drain Inlet, (Typ>......, / J_ , Elev 169.~6 Tl , see Roadway Pion '\ SW INDEX TO BRIDGE PLANS General Pion Deck Contours APPROXIMATE QUANTITIES Cost in Drilled Hole Concrete Piles <24" 0) Prestressing Cast in Place Concrete Joint Seal <Type B, MR•l½"> 1,449 LF -J~~~~w~,=============:::!::::::==1==7~~ '~t------\ , .. 1.,·~,,.✓• I ~ -·--~L -----------==~-:= j,i::::==•L~'l.;-/1-----------------+---f/-=-==:::::::-=:::::--_-__ _ ·sw·-------'-_,,,\/ .. / 1. 2 3 4. 5. 6 7. 8. 9. Foundation Plan Abutment 1 Abutment 2 Structure Excavation <Bridge) Structure Backfill <Bridge) 40,200 LB 239 LF 710 CY 485 CY 285 CY 750 CY tO 19• oo·oo" / "-----2-5"/ FJ1-Jf.-.'c • I Skew _7 UTIL1,~)' (J,VO ... h i :: . ...l_ -1'... I I Soffit Access Opening ::.,1----T=-o-:-:N-::e~w;:p-o_r_t -B-e5o0c-h--t=======j~=====E==E=C=:S;~to~5~1~•6~3~.~4~8="'=:s~t=====r~~~~~ ~~ • -t New Ford Rood \_ 50 , 51 R•1800' ~ / ':>/ N 83027'36" E j-.. N 74• 37'40" E • • , • Raised Medion -. BC Sta 48•86.01 \ BB Sta 50•62.87 Elev 172. 74 To Irvine ~15° 52'24" Skew L--=:::• ---cr<D-~~c=-· __________ ..,....._~-----------·---4---; ------ ~===-----:::::::?t::=~~\~=7f' --------((.~)\--------7,~=-=-=-=-1-=:::::.:::::== :~. ---------~ •L-----:_4:•~\\~::::'b=========\T'f",====r==r==='=x==t,-----------=--=---===s~:-:-'.w~-:_-__ -_-_.=-__ -_ • SW • -..-1 -) Top of Cut in , ✓ \..:.J Sidewalk Access Opening ✓ Y "-Slope Vories 2:1 Mox T T "'/// r T A PPRt.J,,/ Ctt --Toe of Cut Deck Access Opening Toe of Cut Top of Cut r Abutment and Wingwoll Details Abutment and Miscellaneous Details Typical Section 10. 11. Girder Layout and Prestressing Details Abutment Drainage Detail Log of Test Borings STANDARD PLANS DATED JULY 1992 AlOA AlOB A62-C 80-1 B0-3 B0-5 B0-13 B6-21 B7-1 Abbreviations Symbols Excavation and Backfill -Bridge Bridge Details Bridge Details Bridge Details Bridge Detoils Joint Seals Box Girder Details Utility Opening Box Girder Utility Details B7-10 87-11 B8-5 -tiR;~'7G£ 811-51 Cast-In-Place Prestressed Girder Details Tubular Hand Rail --811-54 \:' J B14-5 -~ Concrete Barrier Type 26 Water Supply Line (Details) ~ 099-8 -► f"" i)J,;F£,t?..,.J/NT ~ PLAN FCkM YJ1D A/?£,./ BY w'RA??t/V.; ..,_ / f",, ;1,;1/✓. ~ Edge Drain Outlet and Vent Details 1". 20' OJC.:,T Wt Fir /5 .... 8. 8i/i...,011VG PriPER.-'-==:::::::"":::,;,=::::'....-===========--(t)..:..L_ ~ 4-",..i ~ ~ .,,./ ,f.:JJ✓V i.: Ml I✓. - DESIGN .. F MOHAMMAD! D«OclO I KHAVIA LOAO FACTOR LIVE LOADING• HS20·44 AND ALTERNATIVE DESIGN AND PERMIT DESIGN LOAD DETAILS .. J CRAWLEY -acaa I KHAVIA IY C>CCICIO /A TRANSPORTATION LAYOUT Y S FAN F MOHAMMAD! .. C>CCICIII IY =.,.7 F MOHAMMAD! CORRIDOR AGENCIES OUANTITIES F MOHAMMAD! I KHAVIA Sl'ECIFICATl.)15 KT SU CENE FOSTER TCA CORRIDOR MANAGER BRIOOE NO • 55C-620 POST HILE Structural Concrete <Bridge -f'c•3250 psi> Structural Concrete <Bridge -f'c•4000 psi> Structural Concrete <Bridge Footing> Bar Reinforcing Steel <Bridge> Tubular Hand Roil Concrete Barrier (Type 26> Raised Median Miscellaneous Metal NOTES: • For General Notes See "F oundotion Pion" 166 CY 172,670 LB 276 LF 279 LF 104 LF 7,750 LB • Adjacent Landforms shall be Recontoured to Provide o Smooth and Gradual Transition Between Modified and Existing Grode • For Sidewalk Transition "See Roadway Plans" (D Paint "BRIDGE NO. 55C-620" .r _:i,--,~--Standard Pion Sheet No. - ---De toil No. ••••• ...... ,a NEW FORD ROAD -BRIDGE No 2 GENERAL PLAN OAIOINAL SCALE IN INCHES I I I I I I I FOA REDUCED PLANS 0 I 2 3 CU 12-332 DISREGARD PRINTS BEARINO REVISION OATES IPRELIHINARY STAGE ONLY> ~:-:::-:--=-:-:-::~:-:-:--:::-:-:----:-:~-""".""."---.------------------------------------~~~~~~~==-1 ___ j__ __ J~ __ j__JjE~AJ10~2is[4foL _______ J!EA~R~L!1E~R~RE~v~1!s~ro~N~o~.-~r~Es~:::::J~~·-~~~ '.; 311194 I 1 1 F"ILE 10 /uar:3/,sJ/aJh/ JJ2/draw,n;a/ JJ2b;p sht SHEET OF 1 11 , PLOT DATE• 22-APR-19114 1!> 46 PEN TABLE, ■Jh,pen 173 X \ \ \ To Neweor l Beach • 173 \ i New Ford Rood I X I /'/ . 172 .' I ' i F'ILE ID• /usr 3/,sl/sJh/ 332/draw,n,;is/ 3l2cont shl PLOT DATE, 21-.APR-11194 15 52 PEN TABLE SJh pen 171 X \ '\\ X ' I I X X i Brg Abut 1 Cf_ Brg Abut 2 I . I X 169 X ' \ '\ X '\ ' \ ' ' ' ' ' ' ' \, ' \ ' \ ' \ '\, \ ' \ ' ' '\ \ \ ' \ ' . ' ' \ ' \ \ ' ' \ \ \ \ \. ' \., \ \ \ \ \ ' ' ' \ •, ' ', 't ' \ ' \, ' • ~ ' ' ' ' \, ' '\ '\, ' ' ' I. X I. , X I 170 169 I I I '--Edge of Deck DECK CONTOURS 1" • 10' 0ESI0N IY F MOHAMMAD! CICCICID I KHAVINA \ X ' \ ' '\ \ ' \, \ ' ,, ' ·, I ' ' \ ' ' \ I ' ' ' ' \ \ \ \ ' ·, ' ' ' , / / , , /// , / , , / / / / I 168 X 'Z . '· , I ' \ ' \ \ \ . ' \ ,, ' ' '· '· / ' , , / / , , / ' / / '• ' \ ', • ' \ ' ' / . ' . ' ' . ' ' ' \ ' ' \ To Irvine ~ TRANSPORTATION ~OE_T_A_1L_s_1--IY-R_GO_N_Z_A_L_E_Z_E_-+ac-c,c __ m_l_K_H_AV_l N_A_--t ~-~-CORRIDOR AGENCIES QUANTITIES IY L FELLOWS OCCUD I KHAVINA ORIGINAL SCALE IN INCHES FOR REDUCED PLANS e I 2 3 168 ' - NOTES= o lndicotes Even Foot Contours x Indicates 10' Intervals Along Station Line Deck Contour Intervals Are 0.2' Cont•~i~...l':ilu.Jw.J.11.LW:u;;.gm~;._ ___ _, Released for Construction 6'/,/qt/ Engineer Dote. 01ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Oro 73 i'sTEREO PLANS APPROVAL DATE PARSDNS DE LEUW, INC. Two Venture, Suite 550 .Irvine, Cal ifornla 92718 orEss, .:; M AMIN ISLAM W No 46468 6/30/9 0 I() 0 I') <O Abut 1 Abut 2 D Structural Concrete, Bridge {f'c • 3250 Psi lO 28 Days) ~ Structural Concrete, Bridge (f'c•4000 Psi Q 28 Days) m Structural Concrete, Bridge Footing {f'c • 3250 Psi Q 28 Days) ~ Cost-In-Drilled Hole Concrete Pile CONCRETE STRENGTH 8c TYPE LIMITS ..- -00 0 . 0 C 0 Q, (/) No Scale --. 0 C 0 Q, (/) CX) 0 . 0 C 0 Q, (/) CAMBER DIAGRAM N Does Not Include Allowance For Folsework Settlement No Scale RIOOE NO, 55C-620 AS BUILT • NoChangea □ Changed as Marbd As-Bullt Date: NEW FORD ROAD -BRIDGE QCM R£LlASi MAY 03 IIM fQft 00.NlI&UmKli No 2 GENE FOSTER POST MILE TCA CORRIDOR MANAOER CU12-332 EA102540 OISREGARO PRINTS BEARING EARLIER REVISION OATES-• DECK CONTOURS REVIS ON OATES !PRELIMINARY STAGE ONLY> SHEET OF 311/94 2 11 .. . . . . : .· .. ' ' ' . 50 : : ' . ' . . : .. 158.00 curve Qqtq New ford Road R-1800' 6•8• 49'56" T•139.01' L-277.47' \ I ! 51 \ Abut 1 Sta 50•~5.25 / ( ·--1 // .. ···-·" {--... l RFOS :Ve)-/J,/,./C-.!✓ 400£0 2-24"/i:;;i)f( ?ii.£...;, (#B8½ t B/tJf,..:::) PLAN 1"·20' " i New Ford Rood • r I r ' I Bundled ~f-: 5-•lO x ~I Alternate SECTION A-A No Scale ·rWWLOL N 83° 27'36" E -- 52 N 63° 27' 36" E Sta 51•63.48 WWLOL R•1737' .. ···. .,. . ... / ,--.. . ' ' ..... 155.00 / NOTE: All Piles Not Shown. " OtlCIID Q) .... Q) ... u C 0 u .c: -i -0 Q) = ·-LL. Q) 0 :I: "ti a, -·-... 0 0 L a. VJ QI -lo.. 0 ·-3: .c UN ..... -h. ~ - N g : N, D-t :o I uS2 IO GI -Ol I ..... -0 I ,..... - C ·--0 0 IL. -0 E 0 --0 m a. >. I--- 24"0 CAST-IN-DRILLED HOLE CONCRETE PILE PILE DETAIL No Scale DIST COUNTY ROUTE Released for Construction 12 Oro 73 PLANS APPROVAL DATE POST NILES SHEET TOTAL TOTAL PROJECT NO. SHEETS AMIN ISL . 4§4§8 ,'5/30/9 Spiral Moy Be Discontinuous at Footing to Allow for Placing Footing Reinforcement PARIIGNS D■ a.■uw, INC. Two Venture, Suite 550 Irvine, Collfcrnlo 92718 -0 0 I- GENERAL NOTES: DESIGN SPECIFICATIONS: Caltrans Bridge OesiQn Specifications (1983 MSHTO With Interims And Revisions By CAL TRANS> CONSTRUCTION SPECIFICATIONS: Standard Specifications, State of California, Deportment of Transportation, Doted July 1992 and the Special Prc>Yisions. STANDARD PLANS: Plans Supplemented by Standard Plans, State of California, Deportment of Transportation, Dated July 1992. DESIGN LOADING: Dead Load: Includes 35 psf Allowance for Future Wearin9 Surface. Live Lood: HS20-44, Alternate, and California Permit Design Load. Seismic Load: Peak Rock Acceleration • 0.46g Depth to "Rock Like" Materials • 10 to BO ft. CONCRETE: REINFORCED CONCRETE: f'c • 3,250 psi U.N.O. fy • 60,000 psi n • 9 Transverse Deck Slob <Working Stress Design> fc • 1,200 psi fs • 20,000 psi n -10 PRESTRESSED CONCRETE: See "PRESTRESSING NOTES" , Sheet 9. BENCH MARK: OCBM 300 4 70 About 0.2 of o Mile Northeast Along the Bonita Con1on Road, From the Intersection of Coyote Canyon Rood: 186 Feet Southwest of the Center of a Bell System Telephone Comi:>ony Manhole Cover, 75 Feet Southeast of the Centerline of Bonita Canyon Rood, 5 Feet Northeast of o Powerpole Number 18616420E, in the top of a Concrete Post, 0.2 of a Foot Above the Ground and About Level with the Center of Bonita Canyon Rood, Witnessed by a Steel Post, 1 Foot Northeast. Elevation 200.173 Adj. 1976 BASIS OF BEARINGS: The Bearing OF S 01• 03'29.35" W Along the Line Between GPS No. 305 and GPS No. 49 as Said Line is Shown on a Mop Filed in Book 129 Pages 46, 47, 8c 48 of Records of Survey in the Office of the County Recorder of Orange County, California Was Used as the Basis of BearinQs for this Map. LEGEND: b Indicates Bottom of Footing Elevation 0 Indicates Piles. BR AS BUILT Q No Cha'lge■ ■ Changed as Tie rted As-BuiH Date: QCM RELEA8l HAY038 FOR CONS.TJlUCDQfi r==~,------r:::::;:-~----1=:::::-:--tw::---=::-:-:--=--.:-icimii;-:-~:-=-:--I ~ TRANSPORTATION 55C-620 NEW FORD ROAD -BRIDGE l"HOTOOMMMET"Y AS OF I DMVN DESIGN F MOHAMMAD[ I KHAVINA IUIVEYED " TRACED " " tMMIU DETAILS R GONZALEZ E I KHAVINA No 2 r---------.....1'::_:_~~:_f:_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_}':_:_:_:.:=.t:_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_1~:_:_:_:_~t:_:_~~~~~~~~-=-1:_:_:_i~~~~t~::_-:1.1....<?l'P!l~-.. _.,,_"T.,.._ ---.-c_o_Rr-R-ID-,Or--R-A-rG-E_NTc1_Es+:-:-~~-:-:::E~c-::~~:-=!'::";~_~_R_M_AN_A_oE_R __ ----4_PO_s_T_M_IL-E .1-____ .,...:F....;OUNDA T ION PL A~N::ll"'C"l:-------r-=:-=---=--t CIUOINAL SCA! E •N INCl£S CU 12-332 FIEUI IHmll ., Ct£Cl<ED " Ill' .,.. .. OUMTITIES F MOHAMMAD I I KHAV[NA FOR REDUCED PLANS I 1 2 3 EA 102540 F"ILE ID• /uer3/1■3/■jh/332/drawlng■/332fnd.■ht PLOT DATE• 111-N"A-111114 011135 PEN TillBLE• ■Jh.p■n DISREOARD PAINTS BEARING EARLIER REVISION DATES --11 --------------·--·---·--· -----------·--------------· ------------------ ,. Wingwoll Layout Line / Parallel to t Bridge R•1851' DIST COUNTY 12 Oro ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 73 ~OfESS1 Wingwoll Lo).'.out Line Parallel to l Bridge R•1737' --66"-9o/i&" -------------__ ----_ 53"-103/i&" _ 1'-4"x1'-4"x2" Elostomeric Bearing Pod <Typ>. See .:; AMIN ISL lilt No 46468 -(0 I ,..., 9" -1½" I I _J 4' I FILE ID /usr3/os3/■Jh/ 332/drowings/ 332ob1 oh! , \ I ' , ' , 6'-11½" 2'-0"xl'-8" Opening / / // , See "Typical Section" / PILE /Ole j I. Level <Typ> ADDEO Z Pit.ES 4-' RFOS NO-MAC-24 AOOIT/cJlv'Ai 2-2.¢'~ Cl OJI ?/C:.E @A8t/TA1EA/1.,,.. I (fli.E#B8£ t 8lv1/;,; PLOT DATE 21-APR-1994 15 53 PEN TABLE ■Jh pen ,,,--See De toil 1 I ' i New Ford • R•1800' \ I \ \ \ \ ' ' ' I ' I I I , I ' I \ ' ' I ' I Road For Station See 1c------------' 1 Foundation Pion Sheet ___ ~-Spaces_ Q. 10'-05/4" • 90' -5¾" _ PLAN 1/s"•1'-0" G Brg Abut 1 --. ---<l--- -r · , 1 2 Spaces Q 3'-43/4"• 6'-9½" ~ 24"¢ Opening ,1 \See "Typical Section" , / "Abutment Si Miscellaneous Details" PLANS N'PROVAL DATE • ,p6(30/95 1-P_:A_A_■-DN--■-DII--L·au--w-, -.-N-C■-1. ~\ CIVIL 2" Expanded Polystyrene <Typ> Two Venture, Suite 550 Of c~' \ Irvine. Col ifornlo 92718 Released for Construction \\°' ' \ 1 '·,"---.079" Galvanized Sheet Metal. \ Coot Silicone Grease Prior to -,•· ~ ~ } Placement of Sheet Metal ~-~'I~) ,,-·1· ~ "e\ .\..e DETAIL 1 1/4"•1'-0" ~ Abutment Bearings ' BB or EB---···-. ' I Type B Jo;nt Seol e·B. . 1'·0" 1"·3"; 1'·3" . . a I <MR•l½"> -',_ -rr-.+:·--· NOTE: -·-For Part1ol Abutment Section, See "Abutment & Miscellaneous De tails" ~ _ I"', r 1 -------------,-----·---··- +' Q) Cl) Q. o E a. 0 ... u Q) .-C -Q) < Q) =m 0 3: (t) .:.:o g:z: CD 0' Q) .S Construction Joint o§ 0-- -Cl) Q. C QI I- / •4 Cl 12 Ties For [./ Additional •10 Bors d' •sn a 12 ELEVATION \'--24" CIDH Pile, <Typ) All Piles Not Shown Cl) Q) L. 0 > •8 r-7 ,Total 6 15'-0" •101 ,Tot 12 at Exterior-~ 2 1/s"•1'-0" l. New Ford Rood , R•1800' ' \ \ 9 Spaces Cl 11'-6" • 103'-6" \ I ' I 10 Spaces Cl 11'·6" • 115'-0" -----------8'-0" ----'---·-' Abut 1 ----- -------- FOOTING PLAN 1/e"•l'-0" DESIGN IT IT F MOHAMMAD! OCCICIIO I OCCICIID AS BUILT Q. No Chang• • Changed u Marud As-Sullt Dato: KHAVINA 2'-3" TRANSPORTATION Shear Keys Only CSee "Abutment and Wing wall 2"~ --1 ' '~ 1 r-Finished 2"-6" .,,,~ Grode Details") •5 Cont Q~ ~1:8-=======tt-----+---A •6 L o 12-fQ 12 <O 12 h!~ <D I •5 Q 12 <Typ> N •6 Cl 12 CTyp> NOTES: For Utility Opening at Bockwall See ~ ~ For Utility Opening in End Diaphragm, See' ~7 -B U-3 For Abutment and Wingwoll Drainage See "Abutment Drainage Details" For Section A-A See "Abutment and Miscellaneous Details" BRIOOE NO. 55C-620 2"Clr ,..---, ---, r---, ---, --+--- ' 2'-0" 1' -9" ! 1' -9" ----2'-0" ABUTMENT SECTION ½"•1'-0" -f..----,-f ,/ 24" CIDH Pile Typ QCM IIILIAII. MAY 03a. "°" CONmlUcDat( NEW FORD ROAD -BRIDGE No 2 I KHAVINA ~ DETAILS R GONZALEZ E CORRIDOR AGENCIES GENE FOSTER TCA CORRIDOR MANAOER POST MILE ABUTMENT 1 OUANTITIES IT F MOHAMMAD! CHICICID I KHAVINA ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 I 2 3 cu 12-332 EA102540 DISREGARD PRINTS BEARING EARLIER REVISION OATES -• REVISION DATES IPREL H NARY STAGE ONLYI SHEET OF 2 l/1/94 4 11 <D I -..... i---Wingwall Layout Line Parallel to t Bridge . ·JL_· • I Ol • .' N ~~: :\ -C: I (' 24"jj Opening See "Typical Section" 9"-0 " .. . 3/. ' I ' I ' I ------------------ ' I ' I i New Ford Road \ R•1800' ' ; \ ' I ' \ For Station See _____ _ See Detail 1 ' Foundation Plan Sheet ' \ , 1'-3%" --l .....--~ Wingwall Layout Line ·7 R•1737' \ 9 Spaces Q 9'-10½" • 88"-101/2" ___________ _ ------------6'-10" PLAN l/s"•l'-0" ELEVATION 1/e"•l'-0" j I Level (Typ> 9 Spaces o 11'-3" • 101'-3" l. New Ford Road I R•1800' . I 2'-0" x 1'-8" Opening See "Typical Section" -, \ ' \ 2 Spaces Q 3"-5"•6'-10" 8'-3}fo" I ' I ' I .... ,,.. .... ~ ,-1:...; Jr ,..,. ,..,. ' ,,.,. ~ ' _, ---------'--------------------~4---------1;--;--: +-------,-H---------,·-1---------~ t -1--' 1---------,-1---+· -------,_1,1--------, -1---'l-'.j., , t. -1. -l--l-.j... ' -----------------------------------------____ y _____ --------------------------------------1-----------------.... ---------.... .... ~) ~+ -4).--------4+---------\ .i,)-------· 7::j_,+ • -----·-, .i,➔--·-\:----,-.;::i---------,-i::}----------, -1-1·--------,+ +-'-1-\ .j.. l I . I ' I ' ,. ·-+------. -• -- ...... ,,.,,. ,A ~ j I ~ •-------~ ----------- 10 -- I ~_!?~C~~ Q 11'-3" • 112" -6" ----. ~--~ -- FOOTING PLAN 1/e"•l'-0" -- I I ' I ---. ·----~------' I r \ -24" CIOH Pile, <Typ) All Piles Not Shown CHICICIO F MOHAMMAD) I KHAVINA ~ TRANSPORTATION ty -Cl(IO ~oE_T_A 1_Ls_+::_R~G...;;O_N...:.Z_AL_E_Z_E_t;;:;;;;:;;;;---:-I _K_H_A:-:-V"'."-:l"".'"N:-:-A_1 --~ CORRIDOR AGENCIES DESIGN .. GENE FOSTER TCA CORRIDOR MANAOER OUANTITIES .. F MOHAMMAD! CHICICIO I KHAVINA ORIGINAL SCALE IN INCHES FOR REDUCED PLANS e FILE: ID• /u•rJ/193/•Jh/ 332/drow1n9s/J32oot2 aht PLOT DATE: 21-APR-1994 15 54 PE:N TABLE: •Jh pen I 3 cu 12-332 EA102540 BRIOOE NO, 55C-620 POST HILE OISREGARO PRINTS BEARINO EARLIER REVISION OATES DIST COUNTY ROUTE POST HILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Ora 73 PLANS APPROVAL DATE PARSONS DE L.l!VW, INCa Two Venture. Suite 550 Irvine. California 92718 Of ESS1 AMIN ISL 46468 pf>/J0/9 ,. CIVIL rr--, Of Ctl Released for Construction . . Dote. -1'-4"x1'-4"x2" Elastomeric Bearing Pad <Typl, See "Abutment &c Miscellaneous Details" \2" Expanded Polystyrene \ CTypl ' DETAIL 1 NEW AS BUILT a No Char.gal □ Changed as llarbd As-Built Date: NOTES: For utmty Open;ng at Backwoll See, ~ For Utd;ty Open;ng ;n End o;ophragm, See· ~:~ For Abutment and Wing wall Drainage See "Abutment Drainage Details" For Section A-A See "Abutment and Miscellaneous Details" QCM REI.IASl HAY 038 FQR CONII8UCDCli FORD ROAD -BRIDGE No 2 ABUTMENT 2 <PRELIMINARY STAGE ONLY> SHEET 5 OF 11 ----------------------------- •Bx ~ml, <Tot 10> A V I • ' .i ' ' ... . 0 . N •5 C! 12--- (Typ) / •4 Ill 18 <Typ) , •5-11---1---, A 8 Abutment Back wall /~-. 7-i/L ____ l .. 1 / / , I I/ 15" Fillet CTyp> I ,' / / , I .1 / ,,l-.. -/ I ! 1/2" Expansion-1 Joint Material I-· I __.,-'---Abutment Exterior / I er? Shear Key I I ,I , -½" Expanded Polystyrene DETAIL 1 No Scale 01ST COUNTY ROUTE POST HILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 73 i; M AMIN ISL 4M W No. 16408 PLANS APPROVAL DATE • •P,6,..l_...3.,...0/_.9....,5 it J.------------..._i //,--I PARSDNS D■ L.■UW1 INC. Two Venture. Suite 550 Irvine. Cal lfornlo 92718 Released for construction . ,I,1,r. ( '~7) ~ '---: ... ✓ ~/-// ---------- ~-----------------------·· --------· --------------: -----.. -__ j , ·· ½" Exp Jt , / Material Dote. _/ 1 ..... ----l"L+,--K-...j....jllf-1-1...~-l--,llill--~"' ~~--f~.___"---f-., CJ_,, / \ ~VJ/ \ ---1._.___--1-----1-_ _,________._,____._~+'-----' I •4 I I G12 Ties _J For Additional •10 Bors Abut Reinf, Typ TYPICAL EXTERIOR SHEAR KEY ELEVATION 3·•6 --- Into Pile Cop -~ (Typ> No Scale Wingwall Reinf. •4 <Typ) •5 ~ c 9 2-•6 Into Pile Cap <Typ> 12" F'illet < Typ) •Bx trTil. <Tot 10) SECTION A-A Scale: 1'-0" • 1'·0" FILE 10· /uarJ/103/aJl'l/332/drow,ngs/JJ2owdet oht PLOT DATE• 21-AF'R-1994 1!1 !14 PEN TABLE• ■ Jh pen • I.Tot 6 ·-·-·---. _, ------·-· -. -.. [ . ,('::,~. -- 0 I I") . ---. . PLAN ¾"•1'-0" Sidewalk Not Shown • -·---~---·-----·-·-··-- -r----- ~ . / , -- Note= Reinforcement Shown 1s in Addition to Standard Reinforcement in Curb. Hook Sidewalk & Sidewalk Support Brocket Longitudinal Reinforcement into Abutment Bock Woll. -.. ---. . .. ------- ,~2-• 11 I' ------____ ,._ -----, .. - I 1111 . . . . . . .. -. . I " -----I II I II I " I II ,.7 I II I II Monohth,c Curb ' Bundle 4-•11 8c Gutter, See / ;, Roadway Plans \._ 1 / /J -•4018 •5012-1 _2 ;1. )..~l----cl+-11 --\------------rl r ---==~ 00 t /L----~~?~~ /Transition 0 ¾" to 0" .' 5' From ,,., Bridge Sidewalk Support Brocket / . 2-•4 •4U c 18 2" Cir CTypl LJ\\\_ 2-•11 4" i Curb Dowels • --•41 I Q 18 ~2-•1117 • .4LJ C! 18 2" Cir CTyp> • / /•9 Q 9 • <Typ> / • • -.. ---"' II ' "--I II ~:---. I II I ~ ' " I " 0~ ~ IL_ •4 lJ C! 18 CTypl I r---., ' 1---. V I I // ' ' •4 "-...--/ 2-' ' ' , I / 0-~ I •4 C! 18 Outside Face _/ I ---- <Typ> ' ' I. Tot 8 ~ ' ' ~---' --i..--- ' r---·--t --. - ...... I I ~ --- I\ WINGWALL ELEVATION -OUTSIDE FACE DESIGN ev F MOHAMMAD! occao I KHAVINA --- ~ ~-- --. I r-----... . ' 2 ,-1, '----! ~ -· Abut R einf 3-•6, . - Into P1I e Cap -~--· -- I . -. - . . ,L . --Finished Grode / e>«CICID ~ TRANSPORTATION .._0E_T_A1_L_s~ev-R_G_O_N_Z_AL_E_ZE_-+==--1_K_H_A_v_1N_A_--t <?iP!\--■-1-...,--CORRIDOR AGENCIES .. F MOHAMMAOI ocacm I KHAVINA OENE FOSTER TCA CORRIDOR MANAGER QUANTITIES ORIGINAL SCALE IN INCHES FOR REDUCED PLANS e I 2 3 cu 12-.32 EA 102540 Inside Face SECTION 8-8 Scale:3/◄" • 1'-0" NOTE: I er • 1'-0" Outside Face AS BUILT a NoChanges □ Changed as Marked As-Built Date: F' or Joint Seal At Concrete Barrier and Sidewalk See e-~ QCM RELEA81 HAY o,a fOft~ BRIOOE NO. SSC-620 NEW FORD ROAD -BRIDGE No 2 POST HILE ABUTMENT AND WINGWALL DETAILS DISREGARD PRINTS BEARINO EARLIER REVISION OATES-• REVIS ON OATES <PRELIH NARY STAGE ONL.YI 3/1194 SHEET OF 6 11 ,,-•4 'O 0 18 I •4 0 18 <Typ> •9 o 9 <Typ> 2·•6 Into Pile Cop (Typ> Abut Reinf •5, Total 3 6'-0" •sro 6--- Ploce Parallel To Girders •8. Totol 5 Extend---++-~ To Edge of Deck •5, Totol 6 •5 '--", Totol 5 Abut Reinf 12" Fillet <Typ> SECTION A-A ½"•1'-0" Abutment Bearing ' " Limits of Distr1but10!}_ Reinforcement And For Grillage See ~® Bend Top Longitudinal Reinforcement As Req. Bottom Longitudinal Reinforcement END DIAPHRAGM SECTION ½" • 1'-0" ,-L[ 10• /uw3/11J/1Jh/ JJ2/drow,ng1/ JJ2m11c sht P'LOT DATE• 21·N'R·111114 15-56 l"EN TABLE' 11h pen ' - 01ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 73 J-,...--L.--........1----'--------....,.~:::--_...__; , .. ::.-.\o·· \. \ BB or EBl Type 8 Joint Seal lB6~<MR•11/z"l ~ Mz'd (J,J A-,i 8 r-::--r---,----":".:"~------,r:-:::,--:-:-1 REGRfiRED CI mER \ \ \ \ \ ' ' ,----. & /19/9◄ 0£LETED 0£TAIL 1 LF Al Lf':. 715114 REVISED AIUTMENT DIAPNIIAGM LF Al lfi No. 4§4§8 ~~--+T.:.:.H.:,;:IC;;.;K,;;::NE:,;S;,;::S~~------t--t---1 PLANS APPROVAL DATE 6/J0/j ,------------------1 3/1/14 IGINAL ISSUl ~.;.;..;.;.;;.+------------t~-t'~ ~AASDNS D1i ... UW1 INC:. a Expanded Q Polystyrene ~ ,1,,1...;D;.;,A;.;,TE;;....i.__ ___ DE_sc_R_a_,_, I_ON_s ___ __._e_v..._CHK--t Two venture. Su I te 550 Irvine, Californlo 92111 a-zz-'t'f Oat• ½" Premolded Expansion Joint Material expanded Polystyrene@-l.,,:. Some Thie kness As 1 -1 Bearing Pad , :-i·~,....._~ \ •5 ✓ 1129 <Typl CJ- . . N ... 0.079" Golv Sheet Mtlal Coot Top of Pod With Silicone Greas-e I ' Elos torner1c Bearing Pod (1'-4"x1'-4"x2", Tot 13 Per Abut> Abutment Wall--... Utility Opening -- 5'-0" ,v+ s,, e, t11u , ,k v1' 0 Pier Ii ii ol R•~H 4 ~ ' IOAdllf~ C dtiii I Level Steel Plate 1/2". (Width-Width of Opening -2") 25"-0" Cop End with 1/4" Steel Plate. Tock Welded and Sealed Watertight I ' i Abutment Bearing PARTIAL ABUTMENT SECTION NO SCALE <f.. Abut Bearing I 1'-0" (Typ> -----fC-Th1mble may be Wrapping with 2 or Seal Per L.---:----' I Cost-In-Place After Tightly Wraps of 15• Bldg Poper ----------------------·----------------------@@ 1 I I 1 ________ ,.._ ------------------------+--------·------· ----- I !.. 24" D10. x 0.250" Thick Welded Steel Pipe. Asphalt Coated and Wrapped with PVC Tope ' I --_j\l ___ _ I -Abutment 32" Diameter Opening Through Abutment End Diaphram STEEL PIPE CASING FOR FUTURE UTILITIES AS BUILT No Scale • NoChanges a Changed as lllark8d As-Built Oate: Equal ·---Abutment Seat ----~--Expansion Anchorage Device 3/4 11 Dia Stud. Hex Nut and Flat Wosher, 8" Spacing Minimum Embedment 31/2"- ELECTRICAL CONDUIT DET~L AT ABUTMENT No Scale NOTE: SCE and Pacific Bell to Supply and Install Conduits, Expansion Pipe Joint, Concrete Saddles 8i Anchor Straps for Electrical and Communication Duct Banks Tope Wrap leave Cleon and Dry (No Coatings> -Rubber Splicing Compau to Make Smooth Surface 1-"or pe-Wrap. No Voids Exothe IC Weld Copper to Rebar Electrical Bond Cable. •1/0 AWG Type THW Copper ~ Dedicate •4 Bar 20 Feet Long DETAIL 1 ELECTRICAL. REBAR BONDING FOR ELECTRICAL. LINE No Scale QCM REI.EASE AU&31. FOR CONSTRUCTION ,,...,,. 0€S!GN " F ~OHAMMADI I KHAVINA 0€TAILS " R GONZALEZ E c,cnru I KHAVINA ~ RIOOE NO, 55C-620 NEW FORD ROAD -BRIDGE No 2 • J-----+=------+.:;:;;;;;;;-------; 4?iPP\ " F MOHAMMAD! ocacu I KHAVINA 01.Jo11NTITIES ORIOINAL SCALE IN INCtES FOR REOUCED PLANS a TRANSPORTATION CORRIDOR AGENCIES 2 3 GENE FOSTER TCA CORRIDOR MANAGER CU12-.3.32 EA102540 POST MILE ABUTMENT 8' MISCELLANEOUS OISREGARO PRINTS BEARINQ EARLIER REVISION OATES-• JIV94 DETAILS SHEET OF 7 11 --·--·-----~ ------·-----•• ------. -1 I ' . ' ' ' 1 ' ' ' Tubular Hand Roll ( PER FIELO MEAltJ Nd. 1-/tJtJ) 2-5"ilJUCTS r•5 Cont I 00 •5 Cont <Tot 7> Each Overhang •5 Stirrups~ or\.\ <Typ> : '--u .,J 114-@ zb CJ C Typ> _ _/ For Cir See 87-1 88-5' 8-1 : ... ~ -u •5 Cont <Tot 9> Girder I_ 711 <Typ I •4 Cont <Tot 6 > Equal Spaces •4 Cont <Tot 4) Equal Spaces -J __ ~-Cont <Tot 8> Equal Spaces ----- \_ •5 Stirrup 1f CTyp) ___ •5 Cont <Tot 11> Typ Exterior Boy ~--___;_L_~::..:.:....:..:=~~~---------.i.. -----Typ Interior B~y PART TYPICAL SECTION 1/: " 2 • 1'-0" DESIGN .. F MOHAMMAD! - '.i. New Ford Road I I ' I I 114'-0" I I I I I I ' I 1, . ' I ' I 4" Fillet ' ' I I <Typ) ' ' I I ' ' I I ' I ! 1'-3" -I rw ---- TYPICAL SECTION 1/◄" • 1· -o" ~ -~Typ • ' '"'\ "\_ • 5 "----./ ~ 18 •5 Cont Tot 2 Per Girder CTyp) OCCIWI I KHAVINA DETAILS .. R GONZALEZ E OCCICIII I KHAVINA QUANTITIES .. F l"IL[ 10-/uer.l/11.ll•Jh/JJ2/drow,ngs/332tx1o sht PLOT OAT[, 21·.tl>R· 111g4 16-01 PEN T >BLE •Jh pen MOHAMMAD! OCCICIII I KHAVINA ORIOINAL SCALE IN INCHES FOR REDUCED PLANS " TRANSPORTATION CORRIDOR AGENCIES 2 3 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 73 ~ 8/9/9◄ REGITEREQ c1v14ZcuJ'ER (SSJ & 11519◄ .._ A FIT~; L~ 'Al 'It; -AMIN ISL w .....;...:::.~=::, l/1/9◄ ORIGINAL ISSUE DATE DESCRIPTIONS Releoaecl for C~tructlClfl Cu.Jr} '241 •1 Project EnQlnMr 11/2" CTyp> • ' 7' -0" ., I • I I I I I ' I I I ' I ' I No 46468 BY CHIC PLANS APPROVAL DATE • E•r6/ 30/ PAF'iUSUWIS DE LEU'W'1 YrAIJC. 'J}.,✓, CI\IIL Two Venture. Su I te 550 ·:!._ ~ ~~ Irvine. ColifOl""nio 92718 ' : Q_ I v >. ' I-I ...., I I ' I ' ----_j_ --• ---' ---7'-6" l. New Ford Rood 14'-0" 7'-0" 4'-9" ·--.i-;~----------- L 2'-0" R•½" <Typ) -, _ i \ -t- 1' -0" 1'-0" <Typ> I op of Deck_, \ 2 % 2% c.o~-- f~==.=_ ;=--__ ==.==._=----~~= ____ r==f· i~•==i;=t~~.-=·~<~-\ l •4 ,ye 18 '-•4 c 18 •4 ~, ~ c 18 GENE FOSTER TCA CORRIDOR MANAGER CU12-332 EA 102540 RAISED MEDIAN DETAIL 1/2" • 1' -0" AS BUILT □ . No Change■ ■ Changed a1 Marked At-BUIit Cato: -- POST MILE NEW DISREOARD PRINTS BEARING EARLIER REVISION OATES • QCM RELEASE AUG 099 NO T Es : FOR CONSTRUCTIOII( For Jomt Seol At Raised Ued,an See ~ The Min Lap Sphce Length for •5 Longitudinal • Reinf at Bottom Slob • 2'-0" FORD ROAD -BRIDGE No. 2 TYPICAL SECTION TES CPREL y) l/1194 -- 2'-0'xl'-8" Opening I // I , +-, I , I 3" it -Bearing Abut 2 // -- , , ,,-·· Edge of Deck / Transverse Deck Re,nf • I ___________ .,____________ // I TQ7TiTT!mmnmm77irrrmmTT.rrr1n--J.1~1 --· ---~ ··-~--·---·-· . -----· --·-· ~------------- ----- -0 I :=;:============================:::J---------------0 ....................... ___ _ --r---------~&----IT - - - - - - ----- - - - - - - - -- - --:6-. l,:? I -9_,, ,' ~ ---------i·--------, / ~ New Ford Rd O ' • I;:;:.======::;;;:==================~ /' '--vent~~. Typ 32"¢ ~ _ .. I ~y 51 -,.... . ... . . I I ;.==================t----------.. ----------------------------------- ~ ------1--------J I -------------., I I I I I : I 0 • -----------.J ---r-------- I& '7 , ,- ' I ;.===================t·----------------------1.·~-0 ,' / -----------------:i.-----------. -------, ----..... ~ C-~i' ~~ ),~ --.i~/ '==================t· ----. -------- -N o 7 r --------------: .. ::::::::::::::::: __ -_ :: End Diaphragm 0 I Sidewalk Access Opening ~~ __ ,• i. o Mid-Span u,f2 ,' 7 I I L3::::::::::::::::::::::::::::::::::J'. N 2'-0'xl'-8" ~ Opening ~ ---------18'-0" Flare Exterior Girders <Typ) __ \ ________ _ ~--·Edge of Deck 0 ' --------f·-------------------------------~ I ---------~--------------------------------' ----------------------I ----------------------' I I GIRDER LAYOUT 1" • 10' I j_ I ' ' I I I I Opening~ I ' I I , ~ I I I I I I I I I I . I I I I / NOTE: Place Transverse Deck Reinforcing Parallel To The ~ Abutments. Spacing Dimensions Are Along ~ of Superstructure LEGEND D Indicates Web Thickness 01ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Oro 73 fil;EO CIVIL ENCINEER PLANS APPROVAL DATE ~ ~9,.0fESS1~ ~ ~' ,.;: ,,:;, ~ M AMIN fSLAM ~ w No t§;t68 -II bp0/30/@!5 1--P_A_R_S_a_N ___ D_li_L_li_U_w_.-.-N-C~. CIVIL Two Venture, Suite 5'9 ~ C~' Irvine, California 9271t 3/1/9◄ ORIGINAL ISSUE OAT£ 0£SCRIPTIONS R•l.a.-4 for Ccnatructlcn ,~f1~JJ~ PRESTRESSING NOTES: 270 Ksi Low Relaxation Strand. P Jock • 24020 kips. Anchor Set • ¾ in Total Number of Girders • 12 IY CHK Distribution of Prestress Force <P-Jock) Between Girders shall not Exceed the Ratio of 3-2.Moximum Final Force Variation Between the Girders shafl not Exceed 725 Kips. Concrete: f'c•4000 Psi at 28 Days. f'ci•3500 Psi at Time Of Stressing -, . -' , Contractor shall Submit Elongation Calculations Based on ln,t,al Stress at IZl•0.976 Times Jocking Stress. <l Bearing Abut 1 0 5 L t Girder I 0 5 L i Bearing Abut 2 I / Jock;n9 End ' I I -' Q. I >< ' .... I ~ ♦ -a> I . N .v ' I ' I f I I 3" 1205 608 12012 <Typ> 10012 I o 24 ' ' -----------· -·-~------~ ·-·--. --r----. - ' / • Poth of Center of Gravity of I ' Pres tressing Steel is Parabolic I ' Between Points Shown I ' / I . I ' I ' ' i~~1'-3" 91115 4018 o 24 Max ' Stirrup , ----. Mox ' Stirrup I L.QNQIT!.:!QIN& SECTION No Scale DES ION .. F MOHAMMAD! C>CCQO I KHAVINA DETAILS .. R GONZALEZ E C,.:CQO I KHAVINA QUANTITIES .. F MOHAMMAD! C>CCQO I KHAVINA . .. - Point of No Movement Spacing, •5 ~ or l Ex ter,or Girders ------------~-.----~. -Spacing, •5 U Interior Girders --------· ---- GENE FOSTER TRANSPORTATION CORRIDOR AGENCIES TCA CORRIDOR MANAGER ' \ --- \ ' ...I ' ' ' I ' I ' ' ' ' \I .. 'T' ' I ' ' ' I BRIDGE NO • 55C-620 POST MILE NEW FORD GIRDER LAYOUT AS BUILT • NoChangea Q Changed aa Marbd As-Built Date: QCM RELEASE AUG 098 FOR CONSTIWCTJOft ROAD -BRIDGE No 2 8c PRESTRESSING DETAIL OR I GI NAl. SCALE IN INCHES CU 12 -3 3 2 O I SREGARO PRINTS BEAR I NG 1.:,--,,;R,.;:E:.:.V.:.;l S;,:l.,::ON::.:..;0;,;A:.:.T::,:ES:..,,:.< :.,:PR~E::;L,:,:l H:;:,:l:,:;NA::,R:.:.Y:....z::.;,:TA;::G:::E~ONL;=:.:.Y~I ,--~.::.S ET OF FOR REOUCEO PLANS QI z 3 EA 102540 EARLIER REVISION OATES --l/V94 9 11 ~""'.'::'"'~-:-'.""-:-'.""--.~--~~------------------------------------------=---__.:.,----=--__;::,._-1,.::..:...!:::.!~:.:::_--------l~--------......IZ~ F"ILE: 10 /usr3/,s3/oJh/ 3.32/draw,ngo/ 3.32grd sht PLOT D"TE 09-AUG-1994 10 14 PEN TABLE 2.3.3 pen , NOTE: Drain Outlet Type B, e,-See "Standard Pion" D99 -_ - (Typ> ,--Toe of Slope NOTE DIST COUNTY ROUTE POST HILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Oro 73 -···--1/1/~i0f'ESS1~. ~~ ~ § M!IN ISLMt ~~ IS! No 46468 "' DATE ii Exp 6/30/95 * 1---------;;;,_--~ PARSONS DE LEUW, INC. J'/,r, Cl~~,5;1 -, I C I v.;,• '); 0-~ RifulSTEREO CIVIL ENOINEER PLANS APPROVAL Abutment Footing Not Shown .A_~ •• /\ ' .. r _t,,m,ts_ of _Geocompos,te O,o;n 1 Concrete Barrier and Sidewalk Not Shown Two venture, Suite 550 ~~ Irvine, Cal ifornio 92718 ',, -Top of Slope J •6 x 4' Tot 2 Cop End r + (Typ> -\£_) _____ --,..-u e o comp o s i t e Drain ---v-------v-, "--Top of Slope ~Toe of Slope TYPICAL PLAN No Scale -----1 / -Bend Re1nf orcIng To Avoid Pipe --+--.J......-F---+-:,,,-<'::;:,_+---,i r-------------, ---~ 1 "=~ : / ,,,,-Optional Const Joint 1'-0" 2'-0" Wall Reinforcing : + / 0 I -N -Top of Footing 0 Abutment Footing SECTION H-H No Scale - 0 DESIGN IY IY -Geocompos1te Drain I") I - ' I Pipe X --:> -•-' -,,-· --, ~ --;-_-< -- , "-., , " , ' , V , ', ',, ', ' X ,x. X: )< /' "-•. _,,,;;;, ~, _, • Drainage Pad --Geocomposite Drain See " Drainage Details" This Sheet SECTION F-F No Scale TPB - 0 I Geocomposite Drain WITHOUT FOOTING WITH FOOTING DRAINAGE DETAILS No Scale CHICICIO F MOHAMMAD! I KHAVINA AS BUILT • NoChangea □ Changed as Marbd As-Built Cate: R GONZALEZ E cacCKEO I KHAVINA ~ I----+-----+--~~ QUANTITIES IY F MOHAMMAD! CHICICIO I KHAVINA DETAILS TRANSPORTATION CORRIDOR AGENCIES GENE FOSTER TCA CORRIDOR MANAOER FILE ID /uar3/ra3laJh/332/drow,nga/332aade sht PLOT DATE 2I-APR-1994 15 56 PEN TABLE-SJh pen ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 3 cu 12-332 EA 102540 Rel.a.ed for-Construction --,UAl'N'u>)I, t ~/1/f'/ eer Dote - Approach Fill -- __,-----A"\. "---Geocomposite Drain Optional Const Join See "Section H-H" -, _, -Finished Grode Top NOTE· of Footing-, j--~--~r / / -..... , , ______ Edge of F coting SECTION E-E No Scale Bends And Junctions In 3" Plastic Pipe Are 30" Radius (Min>. Pipe Extensions Beyond Wingwalls Sholl Be Unslotted. Provide Unslotted Pipes In Pipe Bends And At Pipe Junctions QCM RE~EASt HAY 038 FOR CONS.tRUCilQM BRIDGE NO. 55C-620 NEW FORD ROAD -BRIDGE No 2 POST HILE ABUTMENT DRAINAGE DETAILS DISREGARD PRINTS BEARINO EARLIER REVISION OATES-• REVISION OATES IPRELIHINARY STAGE ONLY> 3IV94 SHEET 10 OF 11 ,--;:-1::'4~ - - - - - - - - - - - - - - - - - - - --··· --- - -----· -- - - - --- - - - ------ - - - ------ - - - - - - --- --. -----------------------7 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 l'L0T 11,\T!:, 2-U-14 ! i l j I ~ Ii Jlill if1i, .. 2 I I o. J J j ij ~ I I 2~ ij j 51 J J j i 1 A § g !!i I i :gr w i ·! ·i I ... u ; 8 ..... cl:? ij ij l I I I I I " ON .. . "' ! ~ 80 i t i ii ti I li j ! ~ CJ ~ -+ DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS "'----I__;_,: Released for Construction 12 ORA 73 NEW FORD ROAD 61) R33207 PLAN SCALE : 1" == 50' , .fine to coarse CLAYEY SAND with dark yellow orange fine SILTY SAND, medium dense .. medium dense t-.. I I I SI I I I R33208 very stiff (SC) Mottled yellow-brown fine CLAYEY SAND and CLAYEY SILT with scattered GRAVEL, dense , (SM) Yellow-brown fine SILTY SAND, dc.nse '-'-="--"-"'-'--=c..J...l..:."1i5!~'----""=-· (SC) Mottled yellow-brown fine CLAYEY SAND (S't{RA~rt gray fine SILTY SAND with CLAY, some e 15;93 (SP) Yellow-brown fine to medium GRAVELLY SAND (SM) Yellow-brown fine to medium SILTY SAND, ALLUVIUM· {SC) Olive black fme to coarse CLAYEY with scattered GRAVELLY SAND and CLAYEY SAND with fine GRAVEL, minor organics, medium _m-=,_l)+"~~~"-~"f.f~j--SILT lenses, den~e ------dense --------------------'-'--'-'"-=''-'--'-"---'--'--"IJ R (CL) Block SANDY CLAY with minor organics NON-MARINE TERRACE DEPOSIT· (SM) Moderate brown SILTY SAND, medium dense (SC) Moderate brown CLAYEY SAND with SILTY SAND ... medium dense minor (SM) Gray brown fine to coarse SILTY SAND with minor CLAY BEDROCK (TOPANGA FORMATION)· lnterlaminated blue grey SILTY CLAYSTONE, moderate brown SANDY SILTSTONE and moderate yellow brown fine SILTY ------SANDSTONE----------- BEDROCK (TOPANGA FORMATION)· Mottled gray-green and yellow-brown, slightly fractured, dense, CLAYEY SILTSTONE with mterbedded SANDY SILTSTONE 11------.. color change to gray-blue cs,'., l,v Dote AS BUILT ■ N0Change11 a Changed as Marked As-Built Date: ___ _ REGISTERED PRDFES'SIONAL ENGINEER Pl.ANS APPROVAL DATE M & T AGRA, Inc. (;£ 2! p,J_J_!_-_ Gt1ot,cl1nlcol onct £nV1ronmt1ntol St1rvict1.s 1290 Norl!J Hancock Street Ano!Jeim, Co NOTES: 1 .) ELEVATION AND LOCATION BASED ON SURVEY BY GREINER & ASSOCIATES 2.) BORINGS L.OGGEO BY TEO PRIMAS ANO GAAY BUTLER, STAFF CEOLOCISTS. 3.) BENCHMARK: MSL ELEV. 200 173, TOP OF CONCRETE POST, 0.2 MILE NORTHEAST AL.ONG Tni: 30NITA CANYON ROAD FROM THE INTERSECTION OF COYOTE CAN~ON ROAD, 75 FEET SOUTHEAST OF THE CENTERLINE OF BONITA CANYON ROAD. ELEVATION 200 190 180 170 160 --------------------------------150 -----------------------------140 130 ---120 PROFILE Dusky yellow brown CLAYEY SILTSTONE ... very thinly bedded blue gray and dusky yellow brown CLAYEY SILTSTONE ~~~~.---,--11111 HORIZONTAL SCALE : 1" = 50' i---------------------VERTICAL SCALE: 1" = 10' 100 Medium blue gray very fine SILTY SANDSTONE lnterbedded moderate brown SANDY SILTSTONE and blue gray CLAYEY SILTSTONE --242 5-25-93 ----------------- QCM RELEAsE MAY osa.. 90 ____________________ 1-2B-94 ---------.. ·-·---___ FORCONSllWCJ](W _ 80 DRAWN BY JOE MAGLIATO T PRIMAS/G BUTLER FlEI.D INVESTIGATOR CHECKED BY D DAHNCKE DATE JANUARY 26, 1 994 ~ TRANSPORTATION ~'-" CORRIIJOR AGENCIES ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 3 GENE FOSTER TCA CORRIDOR MANAGER cu EA JOB No. 192-234 PLATE Il NEW FORD ROAD -BRIDGE No. 2 POST MILE LOG OF TEST BORINGS DISREGARD PRINTS Bl:ARING REVISION DATES PRELIMINARY STAGE ONLY EARLIER REVISION DAlES --- I I I I I I I I I I I I I I I I I I I I l 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