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HomeMy WebLinkAboutR_6003_S.-----------, St 56•25.00 AS BUILT CERTIFlCATIOH: The improvements have oeen ,nstalloo ,n substantial compliance with the lines ard g1ades shown on thE>se As-Bull! plans and w,th the quality cntef1a set rorth 1n th<> proiect spee1hca!tons. i~QC Manager . , ASSURANCE: T~" ,mp.:»vements have been rev,ew"d and round to be accurately recorded by the As-Suitt plans. CEMRE Dal9 Elev 165.45 • 0.50/. PROFILE GRADE No Scale 12'·0" Min c_:=;, Vert Cir LL __________ _ L-----.J.i1 L _______ _ ...... J,,J- Abut 1 Approx Proposed Ground Datum Elev 110.00 61 I I ).J. J. -., Tr1r J,,J--¥ Abut 2 ELEVATION Retaining Woll R· l089A. See "Roadway Plans" Scale 1"•20' ~ Toe of Fill Top o_f Fill ' •To Newport Beoch (ll . !:' g Cha1n Link Fence, See "Roadwa Plans" 10° Skew I I I I I J I I I ' , , I O I I ' I I I I I I I I I I I I I I I 0 I I ' I I Sa 6 UTILITY IDENTIFICATION PILE DATA -CIOH CONCRETE PILES UTILITY TYPE OWNER ~ Two 5" (/J Ducts None Location Diameter Design Loading Specified Cutoff (Service Load) Tip Elev Elev ~ 2'-0" x 1'-8" O~ening For SCE 1 kv Line (•3008) ¢ 2'-0" x 1'-8" Openmg for Pacific Bell Cl-4" r"nrt, •its (•3011) <9> One 1½" ~ Duct Col Trans Abut 1 24" 100 Tons 106.0' 147.0' Abut 2 24" 100 To'1s 106.0' 147 O' WINGWALL SPREAD FOOTING ALLOWABLE BEARING CAPACITY <t> Two 5" (/J Ducts None Location Allowable Bearing Capacity Foo ting Elev. Abut I 3. 7 ksf 15t75 Abut 1 2.5 ksf 155.83 Abut 2 3.5 ksf 152. 75 1V-7TE: ~ F,JI? TJtJJ,_AR 11A!VORAk1!VG, SEE Q_ E;,/iJ :.JF AP?li'JAC.11 Si.AB 78'·4" i ELEvAT!ON-END ?JST NiJ .5CA1..C 1'-0" Tubular Hand ·. Roil (Typl '·, 20'-0" <Min> 56'-7" (Min) & Vories ---------~----------..ii.---~~------------··--------------~------- & Vories -11/. -l.7/ ... } New Ford Road 146"-4" Profile Grode Rorsed Median 01ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 73 \\OfESS1 /!1 M MAIN 151 MA ;<! ~ No. 46468 ... Pl.ANS APPROVAL DATE 6/ 30/95 it PARSONS DE LEUW1 INC. CIVIi. IJ--1 Two venture, Su I te 550 or Ctl Irvine, Col ifornia 92718 55'-10" <Min) g. Varies 10'-0" 1'-0" <Min> & Var. 1. 71/. 62 Concrete Borner and Sidewalk Type 26 Modified <Typ> 00000000 0~ 00000000000000000 y·/ ~-=--=-=--=~"''--F ,I --=-~-=--=-~~::::...._:::~~~...'f=!-~(./l l 3•_-Q'.'_ / Retaining Woll R-1087A. See "Roadway Plans" Equestrian Trail (P£R,CMNO. t-379) ' -, Cast·ln·Ploce Voided Slob t PER F!E..:.v klEA-1,:.7 !Vt> 1 -.:J/1 J ,-~'BJ~Ai? 1tr1iVO £::;!J Curve Data 1?4 11.iNG \,_~j (t New Ford Rood y --d d' R•1800' t:J.• 30° 39' 12" T • 493 . .32' L· 96.3 00' "---1/.,," Expansion Joint --l --/ ' <Typ) ~1! \ 30-24"x 24" Voids Eq. Spaces D nl~ Released for Construction TYPICAL CROSS SECTION Scale 1"•10' EXTEt1102-s,wcrs r11R{}{.IGIIFtJR!!8R!f6c" ~, 1 N0.3 lJIRiJI.IGII J,t,,'At..!. 1087A / ., • -1 TIIRl1{.IGII TflE SIX-CELL RCB TIIE/1 TERMltVIITE"@,,/&JJ;l/Ei'./1~ ,:_';Vi)J?T/1 flcAOwrlt...L INDEX TO BRIDGE PLANS APPROXIMATE QUANTITIES P oJ ect Engl neer Dote . -----------------,. EB Sta. 61•54.50 .......... ---PCC Sta 62•80.88 lev 68.10 Cost in Drilled Hole Concrete Piles .i24" 0) Structure Excavation <Bridge) Structure Backfill <Bridge> 4,002 LF 1,730 CY 1,338 CY BC Sta 53•17,00 BB Sta. 61+07.50 Elev 167.86 Raised Median, See ;•Roadway Plans" 1. 2 .3. 4. 5. 6. 7. 8. General Pion Deck Contours F oundotion Plan Abutment -1 Abutment -2 Structural Concrete <Bridge -f'c•.3250 psil Structural Concrete <Bridge -f'c•4000 psi> Structural Concrete <Bridge Footing> 540 CY 533 CY 328 CY Toe of Cut -# ---~ Chain link Fence, See "Roadway V-Ditch, See "Roadway Plans" Top of Cut PLAN Scale 1"• 20' DESION .,. l FELLOWS I I I I Plans" CMICICIOT p TAN ~ New Ford Rood To Irvine \ Chain Link Fence, See "Roadway Plans" Top of Cut LOAD FACTOR LIVE LOAOINO• r!??RtJACrl --- 7 I. ,,,,,.--, ~ en O> HS20·44 AND AI.TERNAT!VE Abutment Details - 1 Abutment Details - 2 ------8R!.06E 9. '"f TO. Abutment Retaining Woll Details Typical Section Abutment Drainage Details Log of Test Borings . '< ~ 11. ~-~ STANDARD PLANS DATED JULY 1992 ~·-------------------tA10A AlOB A62-C 80-1 B0-3 B0-5 B3-1 B3-8 87-1 87-10 811-47 811-51 811-54 Abbreviations Symbols Excavation and Backfill· Bridge Bridge Details Bridge Details Bridge Oeto1ls Retaining Woll Type 1 <H•4'-30'J Retaining Woll Details No 1 Box Girder Details Utility Op,ening Box Girder Coble Roiling Tubular Hand Roil Con..::rete Barrier Type 26 DESIGN ANO PERMIT OESION LOAD DETAILS .. QCCMID T TAN IIY CHICKDI J CRAWLEY LAYOUT L FELLOWS A ISLAM .. QCOClll T IY a-: ../P.... TRANSPORTATION t----t:::--__;...-~~--~=,-------1-----4----=:....:...:=.:::..:.:-=----1---~=:..;:.:;_---N~. CORRIDOR AGENCIES GENE FOSTER TCA CORRIOOR MANAGER OUMTITIES L FELLCWS TAN SPECIFIOITlll'IS FILE ID /usrJ/1sJ/sjh/JJ7/draw,ngs/JJ7bgp sht Pl.OT DATE 17·AUG·l994 11 22 PEN TABLE 2.33 pen ORIOINAL SCALE IN INCHES FOR REDUCED PLANS 0 I 2 3 cu 12332 EA 102540 BRIDGE NO. 55C-621 POST MILE Bar Reinforcing Steel <Bridge) Tubular Hand Rail Concrete Barrier & Concrete Barrier & Concrete Barrier & Raised Median NOTES: Sidewalk Sidewalk Sidewalk <Type 26, W•10') <Type 26, W•20') <Type 26, Modified) For General Notes See "F oundotion Pion" 214,215 LB 118 LF 49 LF 45 LF 27 LF 47 LF • • Adjacent landforms shall be Recontoured to Provide a Smooth and Gradual Transition Between Modified and Existing Grode • for Sidewalk and Median Transition "See Roadway Plans" (i) Paint "Bridge No. 55C-621" @ Signalling Loop, See "Roadway Plans" Standard Plan Sheet No. NEW FORD ROAD -BRIDGE GENERAL PLAN QCM RC:LEASE AUG 18 D FOR CONST.~UCTION No 3 OISREOARO PRINTS SEARINO EARLIER REVISION OATES-► 811194 ELIM[NARY STAOE CJNLYI SHEET OF 1 11 X X X 4 To Newport Beach fB X X X X X Edge Of Deck X X X DECK CONTOURS Scale: 1" • 10' DESIGN .. L FELLOWS DETAILS .. R GONZALEZ E QUANTITIES .. L FELLOWS FILE ID• /usr3/is3/sJh/337 /drowlngs/ 337cont sh\ PLOT DATE, 16-AUG-1994 14 47 PEN TABLE 233 pen X 167 --------- ct_ New Ford Rood 168 To Irvine 167 X X C>a:CICED T TAN OCCl<IO T TAN CHECICID T TAN ORIGINAL SCALE IN INCHES FOR REDUCED PLANS e * 62 co r-- --0 CX) <D TRANSPORTATION CORRIDOR AGENCIES 2 3 GENE FOSTER DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS Released for Construction ,~~, {.,, 9.. I 7 .. C/{ Eng I near Date Abut 1 12 Oro 73 PLANS APPROVAL DATE PARSONS DE LEUW, INC. Two Venture, Suite 550 Irvine, Colifornio 92718 Abut 2 D Structural Concrete, Bridge (f'c • 3250 Psi C 28 Days) ~ Structural Concrete, Bridge (f'c-4000 Psi Cl 28 Days) ~ Structural Concrete, Bridge Footing (f'c • 3250 Psi Cl 28 Daysl ~ Cost-In-Drilled Hole Concrete Pile OFESS/ AMIN ISL . 46468 "' , 6/30/9 CIVIL or ctt CONCRETE STRENGTH 8' TYPE LIMITS No Scale -0 N N ,q-I.O 'It' 0 0 0 . 0 . 0 0 AS BUILT ■ No Clw,,1g11 ~ C C C N 0 Ofllntld u 11111■11 0 0 0 ' _, I a. a. a. -1 Al lullt Ditti :::, ~! (/J (/) (/J ::::, ' ~! ei! ~ ~ ~ ~! ' CAMBER DIAGRAM Does Not Include BRIOGE NO, 55C-621 POST MILE Allowance For F alsework Settlement No Scale NEW Notes: Deck Contour Intervals are 0.2' □ Indicates Even Foot Contours x Indicates 10' Intervals Along Station LineQCM RELEASE Deck Contours Do Not Include Comber AUG 1 8 a FOR CONSTRUCTlott FORD ROAD -BRIDGE No. 3 TCA CORRIDOR MANAGER DECK CONTOURS cu 12332 EA 102540 DISREGARD PRINTS BEARING EARLIER REVISION OATES_.., ION OAT SHEET OF 2 11 ---------------------- • - BC Sta 53•17.00 I 60 . ns1. 151 . , ' "O ~ "O ... 0 .... . N ~ N Q) " z ,- I ~ ~ 0 -15 ·-"O 0 ~ WWLOL ">... - Abut 1 . •' •"46. 751 . •, -. . • •, '· ' . ' • -. ...__,.,.,. I h55.83I '"' - "" ' • I . -. --. I - s,, ,1-:.- ' --:.-, ..... ,--. -----. , .... ·-:, I ; :" =-. : , .... .. ~ :-1 ~ ' ' I::,. . 0) =-. co , ... ·--::> I . . J PLAN 1"•20' I~ I . ' -/CO "' ~ "¢l t I.I- I • ..,. ',.,, ,_ ~ ~ i .... ,..,. • ~~ -, .... :::,, CV ~/4! (bl 1 • I -;'' . i ~ Q ..., ~ ~i ---- r, ' r -I .., ' -:, I ,.. --I ,' - -I ,:; \., ' 62 ' I,:; \ ,:; ,. - I -.. \ ~-1 ~\,: ~ EC_ Sta 62•80.00 IE!" ' ,, I ~ 'f' •, _,-,: [Proposed <Temporary) 0> '· SCE Undergrd <•3008) <o I,:; • • ,., -E-----E---E---.... ,·,~ ,----. -.;;,~ 1•-3 .. I ~---T-------, ,_ -~--.---T------_.. l.J I j '·1_: / --.J"L -i I I ~ I I I ' I LProposed ( Temporary) Underground Poe. Bell (•3011> Curve Doto N~w Ford Road R•1800' D.•30° 39'12" T •493.32' L•963.00' IY 1Y OCCKID PHOTOOAAl'M:TRY AS OF• DRAWN LARRY JOHNSON DES ION L FELLOWS T TAN Q) -(I) I.. u C: 0 u .c. -·-~ "O Cl) u. Q) 0 :r: "O Cl) I.. 0 0 I.. a. (/) (I) -I.. 0;:= .c. UN -.... a.. ~ NOTE: Spiral Moy Be D1scontinuc•J, at Footing to Allow for P'.acing Footing Reinforcement -N V , -L, --- - ----~l ---- 0 C: -0 0 u. -0 E 0 --0 Wj ---. Q) a: .... 0 g t- (A (0 0 I ' --q- ltt----ll"-111"-11"-· -----8-• 7 -' " N .. ...... -... PILE DETAIL No Scale .. OCCl<ED ~ TRANSPORTATION t-SUR_v_E_v_ED_+-:"~G_R_E_IN_E_R_IN_C_. --+-T_R_Ac_E_o_+-:--------'-o_E_TA_l_L_s_-1--•-•_J _C_R_A_W_L_E_Y __ -+-___ T_T_AN ___ -1 ~----CORRIDOR AGENCIES FIELD O(CICEI) .. GREINER INC. CHECKED .., JACK VAN EDEN QUANTITIES IY L FELLOWS C>CCl<ED T TAN F'ILE ID• /uar3/193/sJhl337/drow,ngs/337fnd sM PLOT DATE, 12•1'\UG-1994 09 35 PEN TABLE· elec pen ORIGINAL SCALE IN INCHES I FOR REDUCED PLANS 0 I I I I I I 2 I 3 OENE FOSTER TCA CORRIDOR MANAGER cu 12-3.:2 EA 102540 f 0 I -N DIST COUNTY ROUTE POST HILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 73 'f~ ESS/lll,";-~ ~ ~ ~ ~ ·~ ~ N 8l'i !$LAN ; aw No. 46468 6-•7 Cont. PLANS APPROVAi.. CATE .,. ~• I/J0/15 it/ PARSONS DE LEUW, INC. ,'<"/'l" c:Ml. ~ tJ>-'"'I W12 Wire Spiral SECTION A-A No Scale GENERAL NOTES: Two Venture, Suite 550 ~ OF Cll Irvine. California 92718 DESIGN SPECIFICATIONS: Caltrans Bridge De'sign Specifications <1983 AASHTO With Interims And Revisions By CAL TRANS> CONSTRUCTION SPECIFICATIONS: Standard Specifications, State of California, Deportment of Transportation, Doted July 1992 and the Special Provisions. STANDARD PLANS: Plans Supplemented by Standard Plans, State of California, Deportment of Transportation, Doted July 1992. DESIGN LOADING: Dead Load: Includes 35 psf Allowance for Future Wearin9 Surface . Live Load: HS20-44, Alternate, and California Permit Design Load. Seismic Load: Peak Rock Acceleration • 0.46g Depth to "Rock Like" Materials • 10 to 80 ft. CONCRETE: REINFORCED CONCRETE: f'c • 3,250 psi U.N.0. fy • 60,000 psi n • 9 Transverse Deck Slab <Working Stress Design> fc • 1,200 psi fs • 20,000 psi n • 10 BENCH MARK: OCBM 3DD 4 70 About 0.2 of a Mile Northeast Along the Bonita Canyon Road, From the Intersection of Coyote Canyon Rood; 166 Feet Southwest of the Center of a Bell System Telephone Company Manhole Cover, 75 Feet Southeast of the Centerline of Bonito Canyon Road. 5 Feet Northeast of a Powerpole Number 18616420E, in the top of a Concrete Post, 0.2 of o Foot Above the Ground and About Level with the Center of Bonito Canyon Road, Witnessed by a Steel Post, 1 Foot Northeast. Elevation 200.17 3 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, 4 7, 8' 48 of Records of Survey in the Office of the County Recorder of Orange County, California Was Used as the Basis of Bearings for these Plans. LEGEND= D Indicates Bottom of Footing Elevation -. ~ 6 °'-J -" +-0 ..... ::, '\, L + Cl) C ~ 0 u L 0 ' I 4-I ' "O. I a, IO ~· 0 "':-' a> --~ (ll ex: . AS BUILT IJ No Clllnlll ■ Changtd H Mlrllld A..SulltDatel . CJ) + 0 0 L (ll (ll C ·-OI C IJJ + 0 CD ..... 0 'ct 0 Indicates Piles. QCM RELEASE AUG 1a• FOR CONSTI\UCTIOK BRIDOE NO. 55C-621 POST MILE NEW FORD ROAD -BRIDGE No 3 FOUNDATION PLAN OISREOARO PRINTS BEARING ~~Rt,E~V~ISll~O:.:.N..:DfA~TE:;:STIP"'-R=E=rL:.:.IM~l:.,:NAflR.:.:.Y..;S:a..;TrAO""E"10,__NL""Y""'lr_rs_HE3E:-TrtOF11,7 EARLIER REVISION OATES --IJM V,,N#. . I B I " ' " ,, ' ' FILE 10-/usrJ/,sJ/sJh/ 337 /drcw,ngs/ JJ7obt1 sh! PLOT DATE 17-AUG-1994 08-02 PEN TABLE 233 pen Released for Construction 69'-813/16 " .,.__ ________________ ___:_:_:'-------------------+---------------------79'-6½" I t New Ford Road ' I For Station See "F oundotion Pion" Sht. \ I I I ' ' ' I • 5"-1" ~-------------------------------17-+--------+------------·-··------------- ' I See "Abutment Detail 1" Sht ~. ~ DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 73 orcss, .:; AMIN ISL It:' No. 46468 "' i< xp. 6/ 30/9 >t- t--P-A_A_S_D_N_S_D_E_L._E_U_,,-__ -.,-.-N-C___,. ~\ CIVIL .,._ ... Two venture, Suite 550 OF c~' PLANS APPROVAL DATE Irvine, California 92718 l1 I I I I I ~ -0 I . .L--------::~~Ab u t 1 -= --<i_---'----'--'---------------------------------,~·1----''--------------------------------------'--'----' I") A . , " " " A ' ' ' Detail 3 \ \ I ' I PLAN 1/e"•l"-0" / -Expansion Joint , ,. , . v/ ~ 3"el Weepholes CTyp), See "Abutment Draina e Details" Sheet g ELEVATION 1/a"•l'-0" I 17 Spaces C! 8'-3" • 140'-3" ' I (t_ New Ford Rood I I I , '_j I , 2"-7½" 0-< Typ> -/ ---Weakened Plane 3-4 1 C! Weepholes 3-2 I II II I I , , . ¾ \ ~ NOTE: All Piles Not Shown ------------------·--·--· -------------------------o, I I , ,-· 24" I Dia CIDH Piles CT otal 4 7 l DESIGN IY DETAILS IY I I , I I , , I ! 6'-9" i I I ,I ---1-.J· J-. --,,_ -- ,I .. ,I .. I ' ) I ' ,j.. , ,_ 18 Spaces © 8"-3" • 148'-6" --- FOOTING PLAN CMECl<J!D L FELLOWS T TAN l CNECl<l!D ~ J CRAWLEY T TAN t---~.:....:.:....:.--+------------1 IY C>OICK!D QUANTITIES L FELLOWS T TAN ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 I I --. -. -- , I .. ,I .. . ,I .. ' ) I ' l I ' ' ,1--' 1--, ,_ TRANSPORTATION CORRIDOR AGENCIES 2 3 -------l ,I-, I .. ' I I ' • I ' • . ' 1--'1-- GENE FOSTER TCA CORRIDOR MANAGER cu 12332 EA 1 02540 ,I .. I~ I 'I- / / . . . . . . . . - DETAIL 2 B - ' \ -Abut 1 -... ·i -. . I AS BUILT • NoChangN IJ Changed u Ma1uld A1■Bullt Date: Abut 1 ·<£:·-------· - .~WWLOL ' -~--0 a. I >. NI- ~ L 2'-01/5" BRIDGE NO. 55C-621 POST MILE 0, NEW DISREOARO PRINTS BEARING EARLIER REVISION OATES - I 3'-611 --::!·,, 8-• 7 '--6'•,T op s, Bott DETAIL 3 Scale: 1/ .. "•1"-0" NOTES: 1. For Abutment and Wingwoll Drainage, See "Abutment Drainage Details" 2. For Section A-A See, "Abutment Details 1" Sheet 3. For Section 8-8 See, "Abutment Details 2" Sheet ( :, Indicates 24" CIDH Piles QCM RELEASE AUG 18 !9At FOR CONSTRUCTION, FORD ROAD -BRIDGE No 3 ABUTMENT 1 AELIMINARY STAGE ONLYI SHEET OF 4 11 A~ \\ I \ A - ~ New Ford Road \ ' I I 69" -31/s" Sheet 74'-6" f->------------------------------·-··•··----·--- PLAN Scale: 1/s"•l'-O" . /. -Expansion Joint @ ,, ~3"0 Weepholes CTyp>, See "Abutment Drainage Details" Sheet ,/ ' ELEVATION Scale: 1/s"•l'-O" FOOTING PLAN Scale: 1/s"•l'-O" DESIGN 11T L FELLOWS CHICl<IO DETAILS r, J CRAWLEY CHICICIO A T TAN T TAN -..... , . I NOTE= Weakened Plane ~<Typl gi Weepholes ~ All Piles Not Shown ,1-,1-, 1- -~ -,. r +-. . . ...., ·)-. -. tr) . --'r 'r -1- ' ' I OENE FOSTER I ; , I ; --I -' ~ ------~ 11T CHICKEO ~ TRANSPORTATION t----t-=--------..+-.,.,...-_..:.._..:..~----1 ~~~,._. CORRIDOR AGENCIE~ QUANTITIES L FELLOWS T TAN TCA CORRIDOR MANAOER Project Engineer 3 spaces 0 ':)' -0'' 23" -O" BRIDGE NO, 55C-621 POST MIL.E NEW 01ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Oro 73 ~9.()fESS1~ ~ ~ !J M AMIN !SLAM ~ 1st No. 46468 l:l PLANS APPROVAL OAT£ it Exp 6/ 30/9~ "°1, PARSDN!I DE LEUW, INC. ~,f CIVIL ./~'t-IJ----t Two Venture, Sul te 550 tit.'\ Irvine, California 92718 0,.... I C ~~ l \ l l I DETAIL 2 I Abu t 2 ----::;:,-1€_ ------·7· • • • • ..l - NOTES: ' DETAIL 3 Scale= 1/411 •1'-0" AS BUILT a NoChangee a Changed u Maud Aa-Buflt Date: -- 1. For Abutment and Wingwoll Drainage, See "Abutment Drainage Details" 2. For Section A-A See, "Abutment Details 1" Sheet Bott 3. For Section C-C Details 2" Sheet See, "Abutmen~M RELEASE --,_,. Indicates 24" CIDH Piles AUG t 8199-\ FOR CONSTRUCTION FORD ROAD -BRIDGE No 3 ABUTMENT 2 ~ [,~~~~~~~~~;;~?~~::~~----------------------------------~O~R~IO~l~NA~L~SC~AL_'.:E~l~N-I_NC_H_E_s_il __ ' __ 1i_ __ ,__:L_l_' _ _j1~_j_!C~U~1~2~3~3~2~--------f□~l~SR~E~O~A~RO~P~R~IN~T~S~B~E~A~R!ING:::::1~~~✓-REVISION OATES <PRELIMINARY STAGE FOR REDUCED PLANS 0 1 2 3 EA 102540 EARLIER REVISION OATES --1"" 81"'""' I FILE 10 /uor.3/113l•Jh/.33?/draw,ngs/337abt2 sht """ PLOT DATE 17-AUG-1994 08 02 PEN TABLE 233 p1>n NL.YI SHEET 5 OF 11 I ! r I See "Roodwoy Plans" r MSE Ponel <Typ> I •4 Q18 <Typ> Retaining Woll Reinf <Typ> 3-•9 Verttlnto Footing ( yp) 63/4" CTyp 5-•4 Vert, Into Footing <Typ) 1" Expanded Polystyrene (Typl <.O <.O 18 'D/ill":J ,·,; T.JTAL) 'C'ii'AR5 (I T{)TAL) 12" Wide Filter Fabric (Typ> -·· JOINT DETAIL AT ABUT 1 JOINT DETAIL AT ABUT 2 1'-3" MSE WALL/BRIDGE ABUTMENT RETAINING WALL JOINT DETAIL Scale= 1"•1'-0" f Abutment 1'-3" 3" Limits ond Distribution 80-5 ,,, -C "7 .J ~LL-,.,!< -~ I , I -.,,, I /~' /Iv \I )/"""',1 I I , ' B~'F-~ R£::t11Pn.:.£ Tv' - 9 ,, u;:-, '"B 1-;:-r / v .... -vrv e,I"'" ... "-.... v. I B, BA/?:;,-/ ' -I T.Ji''A-I '-y ---" "': - '9'' SECTION A-A NO SCALE ~ Abutment #7 I r4"' -- - .J..q : .,;; 8 °,BENO T.:? ,./55JR£ J",:;;R) NOTES: Soil Sholl Not be Placed above the Bottom of the Superstructure until the Concrete in the Superstructure hos attained its 28 Doy Strength Cf'c•3250psil ' ;:r;:Wrop Exposed Portion of Bars with Duct Tope~- Prior to Placement of Superstructure Concrete~ I' -0 ,, :i<:i::1/a" x .3'-0'~ Neoprene Strip Bonded 3" Minium Width Each Side of Joint. Place Prior to Back f1ll1ng the Abutment. Released for construotfon ~~ f!,, J'-/7-"t Eng i neer Dote . ---.;~::...;_--1 I . l •' "' SECTION B-B Ill Q) ... 0 > •8. Totol 5 Extend~- T o Edge of Deck of Reinforcement 5-11 i LOC,ALIZEO DEEPENING OF FO~T/N0 6'-0" •sro 9 Place Parallel To Girders __.•8'----"'. TotalS </Jt..AC.614£#1 ABO//£ #1.:J@ G , .J!VG, 1 JiJnVAL BARS 15 ' I ' 1vl IN i / 4" Fillet II! •v-1 •/ '?V:' u'//'f// l/111 .__,c,,/ <,_., \ ·Joints ore Placed at Each Abutment A/rl5 lJA/¥/AGEO -0 ..... I -N Optional Construction Joint 3" : ... cii1 I") u I -,_ --<OU 2' 2" Cir DIST CO\MTY ROUTE 12 Ora 73 PLANS APPROVAL DATE POST HILES SHEET TOTAL TOTAL PROJECT NO. SHEETS orcss, AMIN ISl,AM ~ 5]JQ6 ';; PARSONS DE L.EUW1 INC. Two venture, Suite 550 Irvine, California 92718 p §/ , •• CIVIL OF c~\ :,.-BB 8c EB i Abutment ' ____ l _____________ _ 2'-6" I~ J" ,,, __ .,. ____ _ ,' •5 ci 9 I I I I I L--------- 2" Cir ½" x 4" Continuous~ Exp. Jt. Filler <Typ> , ""-~z"x 4" •6 CT t 2) EXP.Jt7INT O Fllt.E.R •9 0 9 (PERFNNO. l-225) 3'-0" I ' •9 C 12 •7 Top 8c Bott <Tot 26) f '/3[ I 2' -9" 2'-3" 2" -0" I '·~POU!? BACK Z0/21£ STRUCTURAi. Ct'!VCRETE CONT1NUOt.lS ••• -- SPIRAL STEEL J:====t7 , SAME ;t,f,,\ D.E.5i.SN AS CA..,1511VA,... Cl Oil P,:_£. --11SECTION A-A \ \ END DIAPHRAGM SECTION\ Scale: 1"·1'-0" FIL.E 10 /uar3/1s.J/11Jh/ 337 /drowings/ J.3 7obd1 sht PLOT DATE 17-AUG·1994 08 06 PEN TABLE 233 pon ..., J \ \ ' ' \ DESIGN ELECTRICAL AND COMMUNICATION CONDUIT DETAIL AT ABUTMENT No Scale •• L FELLOWS C,CCdD T TAN AS BUILT IJ No Chlr,QH ■ ChlnsedHMlffad Aa-lulffDlfr. L..:==:.:::::.:.::==- •• J CRAWLEY CICCl<O T TAN ~ l---+-----1-------1 ~ .. L FELLOWS CICCl<ED T TAN DETAILS TRANSPORTATION CORRIDOR AGENCIES OENE FOSTER TCA CORRIDOR MANAOER OUANTITIES ORIOINAL SCALE IN INCHES FOR REDUCED PLANS " I 2 3 cu 12332 EA 102540 #7 i;J~.1,'/D_[;J - BRIDGE NO. 55C-621 POST HILE DISREOARD PRINTS BEARINO EARl_[ER REVISION OATES Scafe: ½"•1'-0" NOTE= QCM RELEASE AUG I & 19" FOfl OONSTIWCTIOH For Abutment Drainage, See "Abutment Drainage Details" Sheet FORD ROAD -BRIDGE No. 3 ABUTMENT DETAILS - 1 ~-, REVISION OATES <PRELIMINARY STAGE ONLYI 1/94 SHEET 6 OF 11 --------------------------------------------------- Optional Construction Jt \ l" ContinuousExp. Polystyrene <Typl ' i r ½"x4" Continuous Exp. , Joint Filler Front And Bock / Abut Reinf ABUTMENT-PARTIAL ELEVATION Additional •8 0 9 X 12'-Q" F'ILE ID /usr3/ts3/ajh/337/drow,ngs/337abd2 11ht PLOT DATE 16-AUG-1994 1!5 12 PEN TABLE 233 pen Scale: 1"·1'-0" Woll Reinf Fillet 2-•6 Into Pile Cop •5 ~ Cl 9 Abut Reinf •4 <Typ> Abut Reinf SECTION Retaining Wall Reinf Abut Reinf 8-8 (ABUTMENT 1 ) Scale: ½"•1'-0" DESIGN 11V L FELLOWS 11V DETAILS J CRAWLEY QUANTITIES •• L FELLOWS CHICICID T TAN CHICKID / I I /" Retoinmg Woll Reinf -.'-·.,.,.,-- // // 2-•6 Into Pile Cop-c../_,,, _____ -14,\\ TRANSPORTATION -------------r---; ,LAbutReinf L.5'=-=-Q 9 8'-0" SECTION c-c l 8' -0" •5 \O 9 <ABUTMENT 2) Scale: ½"•1'-0" BRIDGE NO, 55C-621 I ~ T TAN CORRIDOR AGENCIES GENE FOSTER POST MILE CHICICID TCA CORRIDOR MANAOER T TAN ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 l 2 3 cu 1.c332 EA 102540 OISAEOAAO PAINTS BEARING EARLIER REVISION OATES_., DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Oro 73 OfESS1 BillS'1::1-riN01NEEA AMIN ISL AM ~ . 46468 i;i PLANS APPROVAL OATE Mt9 "' PARSONS DE LEUW, INC. Two Venture. Suite 550 Irvine. California 92718 Release~ for Constructfon Engineer Abut Reinf -1'-9" Fillet / 2-•6 Into Pile I Cap Additional •8 ~9 x 12'-0" Retaining Woll Reinf AS BUILT • No Chang•• □ Changed aa Marked QCM RELEASE As-Bullt Date: AUG 118 FOR CONSTRUC110N FORD ROAD -BRIDGE No. 3 ABUTMENT DETAILS -2 IJ--1 REVISION OATES IP ELIHINAAY STAGE ONLY> 8/l>/ SHEET OF 7 11 • • ,.. ------------------ Concrete Barrier and Side Wolk <Type 26) - Concrete Barrier "llType 26, Modified ~ Abutment A ~► -I ' I ' I ' I . ""' ' T . I ~ ; • I I ' I 4" ~ Abutment 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 • (PERFIELlJMEMtJ/t/(J 2-0f/Z) Finished Grode I -..J_ I I I -- 13'-9" Q Abut 2 NOTE: For MSE WALL / Bridge Abut Retaining Woll Joint Detail See "Abutment and Miscellaneous Details" Sheet. All Piles Not Shown. For Cone Barrier Type 26 Modified, See Detail this Sheet. Continue Type 26 Barrier on Abutment 2 to Match Type 26 Barrier on MSE Woll, See Roadway Plans SE WALL oodway Ions" NORTH RETAINING WALL ELEV .A.T ABUT 1 & 2 (ABUT 1 SHOWN, ABUT 2 SIMILAR) I 1-Finished Grade I I --~,a/P _J~:----- 23'-0" NOTE: All Piles Not Shown ------ H·14' B3-1 83-8 17'-0" NOTE: For Drainage Details See "Abutment Drainage Details" Sheet. 1/2 " Expansion-, Joint Filler Monolithic Curb 8c Gutter, See "Roadway Plans" DIST COUNTY ROUTE POST HILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Oro 73 Of'ESSt ~' ""' t nm R~EO CIVIL ENOIN ER .; M AMIN ISL AM IS! No. 46468 ~ PLANS APPROVAL DATE ii 6/.3Q/g5 I-P_A_R_S_G_f.;.W .. ■.;.---La~UW.;.;;.._1_IN_C.~\ CIVIL Two Venture. Suite 550 "'Ct.\.'' Irvine, California 92718 Released for Construction Date . B11-54 North Side Only Scale: 3/i," • 1" -0" ct_ Abutment ' I ABUTMENT 2 -SOUTH RETAINING WALL ELEV Transition ¾" to O", Finished Grode H•16' 83-1 B3-8 10'-0" 15'-0" 20'-0" ABUTMENT 1 -SOUTH RETAINING WALL ELEV Scale: 1fo" • 1'-0" Fll.E ID, /u■r3/113/sJh/337/drow1n9s/337obret sht PL.OT CATE· 16-AUG-1994 14 49 PEN T ABI.E 23~ pen • Scale: ¾6" • 1"-0" NOTE: All Piles Not Shown DESIGN IY F MOHAMMAD! CICOCID T TAN ORIGINAL SCALE IN INCHES FOR REDUCED PLANS a I 2 3 5' from Bridge Batter ½= 12-., .,, 10 NOTE: Barrier Reinforcement shown is in Addition to Standard Reinforcement. 2" Optional Construction Joint\ Ir 0 ~ I -N •5 [ Q 12 \ 3" Cir = -== ITypTj ,,., u I 2" Cir 3" -0" •9 C! 12 •7 Top & Bott <Tot 26> t AS BUILT 2'-0" ! 5'-0" I • 2'-0" 2 4" CIDH Pile CTyp> □ NoChangea ■ Changed •• Markld Aa-Bullt Date: L.=:.:::.::.=.:=-===-=- GENE FOSTER TCA CORRIDOR MANAOER cu 12332 EA 102540 SECTION A-A Scale: ¾" • 1'-0" QCM RELEASE AUG 188 FOR CONSTRUCT~ BRIDGE NO. 55C-621 NEW FORD ROAD -BRIDGE No 3 POST MILE ABUTMENT RETAINING WALL DETAILS DISREGARD PRINTS BEARING EARLIER REVISION OATES • S <PRELIMINARY STAGE ONLYI SHEET OF 8 11 Concrete Barrier 8c Sidewal Type 26 <Typl ~ New Ford Road ' I ' I ' I 146"-4" ' 78'-4" I ' ' ' 1' -0" 20'-0" Min I 8c Varies I ' I See EXPANSION JOINT DET All, This Sheet\ I I \ See VOID DETAIL, This Sheet\ \ ' •· Profile ' I ' \ \ ' I p,[f:O~E \ I . / ~Raised ~-11/. -~ -\ I k -\_. \ -1.71/. (0 ~-:/ Oo ::!!:l [) o:,o~•o/ 0 m (1) iO D 0 (jJ 0 0 0 0 0 0 0 (I) \ '3•~0./ I , • I I I - ' (0 I I I <Typl ' ' I I I ' ' ' I I I ' ' ' I I I ' ' ' 14 Spaces~ 4'-6" -63'-0' I I I ' ' 3'-0"'] I Lx £· ID.,__ (Dimension 2'-3'J \_2'-3" IQ BB 8c EB Only) CT ) I -II yp NOTE: 1 1 <Typ> x Voids 8i Expansion Joints Not Tangent to C New Ford Rd. V o ids Bui I t o n Be a ring #-~" 3;!-' 58. J"=E""""' f Bl<ll?Gc C4-'-zfi"@FACE crABtJTME#T 1 \ -E,.,;,;,;vsitJ,vJoiNT,.L,.;)h/£,vr 3 1-I/ jlg''@FACE tJr ABUTMENT 2 \ /t'-, -'3" SECTION 1'-0" __ #~I"-~,~L_7':'6 u_ ~~::..(o;__,~--"-I (PERPE!..DMEMO#O, /-119) c . -~ ~0 -----• ~-__ .::J ··-c,._ Ab.JT _. r-•5 -'---,-u / <Typ) Grade Median 0 0 0 14 Spaces © • ::J==::::=~4--~_:_L,___:___:_-4~±=::;:::j-+---__,;;i--'r~~~-'-- •S __ ©13~~ • • • • • • ~ ld •4 \, @:19 3/.1" Drip Groove CTyp) CTyp) Optional Construction Joint <Typl •41 ~ 16 <Typl CTyp> 3-•5 <Typ> --.-(.) 0 68'-0" 10'-0" Min 8c Varies 1' -0" -1-· <Typl tJ.OCA r <" i -11/.~ -1.71/. -; 00 0 O< DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS AS BUILT Q NoChangH ■ Changed H Marked A1-Bullt Datt: 1'-0" // v· Tubular Hand Rail i-=-=...:.......=-..:..i <Typl 3 12 Ora 73 <.:, Mt!N ISL !si No. 46468 PLANS APPROVAL OATE §/JO/ PAAS0NS GE LEUW IN CIVIL , ' Two Venture, Suite 550 OF C~ Irvine, California 92718 0 0 0 0 0 r=== Cu\~~ 2'-0" x 1"-8" Opening~/,, (Do N0t Chamfer Bott.> ~ 1½"¢ 4'-6" • '33'-0' Signali Cal Trans ng Ducts Typ> ----- - ~4" Chamfer / <Typ) (UNO) ( 0 I Released for Construction VOID DETAIL ~6a-~~t t"•n-tf 1' • 1'-0" Date . •4 ] C 12 <Typ) EXPANSION 1/2" Expansion Joint Material JOINT DETAIL 1" • 1' -0" ~ New Ford Road ! ~ I ~ Vories* , ~ i ( I". Varies* Varies* ~ ,. ~ PERrlELOMEAIO/o/0 3-ltJZ) ~ ,~" \ ' ~ ----' ~ 9-•5 Each Overhang ~ ·--:e. -------· ---. ~ ' , ,' •4 IQ 18 R•½" (Typ} ~,,.., :--i Lb-~--~-J·~, ---~~-----~~~-~l~l.ll--~---~~--~~~ •4 Q 9 16 .. I CTyp) ~ NOTE: * Extend Rebar into End Diaphragm FILE ID· /usr3/os3/aJh/337/drawings/337tx1 sht PLOT DATE· 16-AUG-1994 16 05 PEN TABLj:: 233 pen 3/4" Drip Groove <Typ) Top of Deck ~;:;:;;;.;~;::::;;;:=,::-.. 1,;;;· 7;;;;'/.~~ -=~~~~~~-~l. 7~'/.~-►;_;::;;;=i::;:~~iJ~t:: t TYPE':4"C(J/?8-PEl?Cl1YtJr1R//IAIEST0.#2tJO 1• ir ~ 0 TES . NOTE: MATC/111 "CL/1?8 /IEIGIIT lfz "Ct/RB MCE BAITER ..........:L.,\c..Jf---1--------t--------"~------\--~Hl.-~ N ___ • fJ/k!E!VSIOAl,ANOCIIAMrERStFTYPE "A" ' 1. Min Lap Splice Length for •10 Bars • 5'-S" •4 .::....Yo. 18 2. Spacing Dimensions for Longitudinal Reinf are Perpendicular to ~ of Superstructure L[xpansion Joint IQ Superstructure Joint NOTE: * For Information, See "Roadway Plans" PART TYPICAL SECTION 3. Place Transverse D~ck Reinf Parallel to ~ of Abutments. Spacing l)imensions are Along RAISED MEDIAN DETAIL 1" • 1' -0" <t_ of Superstructure 4. See "General Plan" Sheet for Utility Identification DESIGN .., L FELLOWS c,cc:,cao T TAN .. C>CCICID T TAN ~ TRANSPORTATION DETAILS J CRAWLEY t-----+--------+-----------1 --■11ir.,ii;,.,-,-CORRIDOR AGENCIES QUANTITIES .., L FELLOWS ococao T TAN ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 I 2 3 GENE FOSTER TCA CORRIDOR MANAOER cu 12332 EA 102540 BRIDGE NO, 55C-621 POST HILE DISREGARD PRINTS BEARING EARLIER REVISION OATES - No Scale QCM RELEASE AUG 18 IS• FOR CON$TRUCTION FORD ROAD -BRIDGE No. 3 TYPICAL SECTION REVISION OATES <PRELIMINARY STAGE ONLY) SHEET OF M4 9 11 -• ,.. -"' X. X. • ~" " > " " v' • > " X > " " Cop End\ 0Q( • > > ✓ > " ~ • I 3"0 Plos tic Pipe X • " X )< ~,X ✓ X ~ "-I\,? " • <Slotted) Retaining Woll <Typ> -,.... -0 CL. I >- I") I-- t-- I --", A A A ~ /\ A A / '>I". ,t" ,t" > > • • • • •• • • • • • • • • • • ,.,.,,,.. • • ">< i'\,. •• ✓ J< " " " " " X " ",. " " ,"-y " " " " ~x, X ✓ ... > • X X " X X X X X • • • • • > " ..x.., '()< ., l'-. > ,.,,. X X X ~ :,,.. :,,.. l--· ·--------· Finished Grade C Toe_/ \ \ Geocomposite Drain-, 3"¢ Plastic Pipe (Slotted) -Finished Grode Q 25'-0" <Max>-• Released for Construction . . ~w-i 8-l7·9t/- Eng I neer Dote ABUTMENT 1 DRAINAGE DETAIL <ABUTMENT 2 SIMILAR) No Scale 3" 0 Drains © _ ' 25' (Max) Center •, ' to Center '- Finished Grade Q Toe\ Cap End-~ \ / ,,,-Geocomposite Drain TPB- ""· --~~----------n<t-~ Flow Elev 152.25' 21/. ------------------ I ' I ' 1'-0" --3" 0 Plastic Pipe -------<Slotted> DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 73 ()l'ESS1 ~ NIIN )SL AM w No. 46468 PLANS APPROVAL DATE -I< Exp. 6/30/9 it 1---------------.; 1---t ~,:;:,.. CM. ~Of'C~ PARSONS DE LEUW1 INC. Two Venture. Suite 550 Irvine. California 92718 I I L I I ' --]= 0. I >,. -I-I'") ._, Cap End ,/ Plastic Pipe <Slotted) Finished Grode Q Toe AS BUILT ■ NoChangn □ Changed as Marked As-Bullt Data: __ _ ---------·-- \___·------< F'ILE ID /usr3/is3ISJh/ 33 7 /drowings/ 337obdd sht PLOT OATE 16-AUG-1994 13 29 PEN TABLE 2,13 pen Cap End " " II I ·--Cop End 1----------"'<--------' PLAN No Scale DESIGN IIY Outlet Drain <Typ) F MOHAMMAD! CHICICl:o T TAN J CRAWLEY CHIOl[D T TAN ~ -------</4i!P!\ OUANTITIES IIY L FELLOWS CHIO<ID T TAN DETAILS ORIGINAL SCALE IN INCHES FOR REOUCEO PLANS a I DRAINAGE DETAILS No Scale TRANSPORTATION CORRIDOR AGENCIES 2 3 OENE FOSTER TCA CORRIDOR MANAOER cu 12332 EA 102540 BRIDGE NO. 55C-621 POST MILE NOTE: QCM RELEASE AUG t8M FOR CONSTI\UCTIOft( Provide Unslotted Pipes In Pipe Bends And At Pipe Outlets NEW FORD ROAD -BRIDGE No 3 ABUTMENT DR~NAGE DET~LS DISREGARD PRINTS 8EARINO EARLIER REVISION OATES-• REVISION OATES !PRELIMINARY STAGE ONLY) 8/1194 SHEET OF 10 11 • r-------------------------------------------------------------------------------------------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 DIST COUNTY ROUTE POST MILES SHEET AL RETAINING WALL #R10B9A TOTAL PttOJECT NO. Hffl I ELEVATION 0 ~ ~ LL Cl0 LL +o ....,. _______ ...,. 170 ---: ?-R3321 o----~~ In :0 ELEV. 16.3.6 } 160 ---- 150 •llfA .11.!11 I .. ®~<t;i .. ®®<i(i)~@ ------------t 130 ... color c:honte to dark gray 120 ... woter in frac:turw 110 DCllrk 9ray SILTY CLAYSTONE " a r:r fZ OI LL +o 0 '° Ii: R33210(@ R33211 R33211 ~.;;::---ELEV. E TERRACE DEPOSITS: (SM) Dark yellow-oran9• fine SILTY SANO with O.J mm void• ~' '· .concretion Dueky yellow-brown CLAYEY SILTSTONE RETAINING WALL #R1087A ~ / (@R33212 PLAN SCALE : 1" = 30' .,_, --------- .olive-gray fine SILTY SANO with rounded medium GRAVEL ...,,,......,..,nrnr-r .. fir.a SANDY GRAVEL and moderate yell, w-brown fine SILTY SAND, ,...,.,......,.T""T---n-T very danu ... medium SANDY GRAVEL BEDROCK (TOPAHGA FORMATION): _____ Medium blue-gray SANOY __ ..,.,,L,<X~._........, SILTS"'JNE ... ■iliceou■ interval ',l_'fl'->L-"' r 64 ----\---- (SM) Dark gray fine to medium ,_.....:....SILTY SANO 12 ORA 73 ll[QISTEIW)= PLANS APPROVAL DATE c ()f?t. !/-JI- Ml T AGRA, Inc. C•ot.cltnical and £nvironm-,,tol S,ia,1,MiN , 2go Norlh Hancoclr StrHt AnallMm C(I NOTES: 1.) ELEVATION ANO LOCATION BAS£D OH SURVEY IV OREINElt ••SSOC:14TES 2.) BORINGS LOGGED IIY GN('( BUTLER, STAFF G[OLOGIST J.) NSR -NO SAMPLE RECOVERY 4.) BENCHMARK: MSL ELEV. 200. 173, TOP OF CONCRETE POST, 0.2 MILE NORTHEAST ALONG THE BONITA CANYON llt<W> FROM THE INWIS£CTl<»I 0, CO'fOTE CAHYOH llt<W>, 75 '1:ET SOUTHEAST 0, THE C£NTPLN 0, IOHITA CIM'0H ROAD. AS BUILT ■ NoChangea □ Changed as Marked As-Bullt Date: L.:..::..:.:..:::.:.:::::.:.::=::=-··- ELEVATION ,__.,-.._.,, AU.UVIUM. (SC-CL) Dark_ 9"Hn-gray flne to m.dium CI.A'ftY SAND to SANDY CLAY ....... -------------150 '4l)Cl~SM) Dark 9ray fine to rneilum ,. SILTY SAN0-----140 _ Light gray fine SILTY SANDSTONE _____________________ 120 Concr•tionary li9ht 11ray SANDY SILTSTONE with pal• brown SANDY CLAYSTONE lamination• -.L..1.---1.....,_ Ught gray fine SILTY SANDSTONE---------------------110 Gray-red SANDY SILTSTONE ... 1-inch gray ■illceoue Interval 1-21-114 ... concretion ----------PROFILE---100 Pale red to light brown SANDY SILTSTONE with minor CLAY HORIZONTAL SCALE : 1" • 30' VERTICAL SCALE : 1'' = 1 O' •' 90 ---------------------------------------------------------QCM RELEASE go AUG 188 !· ~Ii! i i 1~ I I I ! ... 0 Ii! - 8 ..... II ~ I~ I I I I j ON "'II Ii! Ii! I ! ., -STATION/NC (£ FORO Ra40) 51 1-24-114 ti/ 5J Pink gray fine SILlY SANDSTONE with minor CLAY FOR CONSTRUCTION. JOB No. 192-236 PLATE I J J J J J • j i j '· f j J I I I I j j i I! I ! I Jl l CAc:..L:LTii:TIWIINCIXiiilllONIINCWCMIIEiiliiiilllMfflT -~~ff;n;-1-0M-WN-BY-+---J-B._D_EPOO-RT-ER----1 rm .,.~~LER ~ TIWISPOIITATION TrA COINlOR =~ FOSTER 55C·621 NEW FORD ROAD -BRIDGE No. 3 1------0 ___ _,_ ________ .._cH-EC-KE-D -BYJ...._D_. _DAH_NC_K_E _-1,,::DA.TE:.,;;;;JAN;;u/1Rr';;;;;;;2;;11,;;;;;;111;;;;;;114;;;.J1,,_ ____ ~-:..:::_C(_,.........,_A~CP,,_..'CEe..,........,...__,........,-L,.....~-------+-PO-ST.;;M;,..1LE..J.---=L~Q~G=--OF TEST BORINGS ORIGINAL SCALE IN INCHES FOR REDUCED PLANS ,o 1 2 cu 12332 EA 102540 DISREGARD PRINTS BEARING EARLIER REVISION ~TES -----t-11 11 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