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Home My WebLink AboutCOFFEERD_CROSSVALLEYCANALBRIDGE_KERNRIVERBRIDGE_WIDENFROMTRUXTUNTOBRIMHALL_PGT ..im-w•d-_.:„y. !~'Y!_.~~ w,_?iWial". v. t-uU~'.v:_.i f ,JAY' \is f HYib*}]!}s'}. .tAY !i~i..,.1 Ui~ iv,~.... ~e .vaeo- u....-,.....~..raasaxvmu.~-. CITY OF BAKE KERS.FIELD DEPARTMENT OF PUBLIC UBLIC WORKS, SHEET INDEX TITLE SHEET v - ~n T TITLE SHEET f ROADWAY WORK ,LNN R-1 ROADWAY SECTION R-2 ROADWAY SECTIONS & DETAILS • R-3 ROADWAY PLAN & PROFILE -STA 341 +73 TO 347+41 PLANS FOR CONSTRU C R-4 ROADWAY PLAN & PROFILE - STA 347+41 TO 360+40 TRUCTION ON OREGON R-5 ROADWAY PLAN & PROFILE - STA 360+40 TO 370+58 R-6 CANAL ROADS PLAN, PROFILE & SECTION R-7 TRAFFIC SIGNAL MODIFICATION 9 SACRAMENTO ROAD 4°q "I'll' OF BAKERSFIELD KERN RIVER BRIDGE K-1 GENERAL PLAN n SAN FRANCISCO K-2 DECK CONTOURS COFFEE • FRESNO K-3 FOUNDATION PLAN VISALIA K-4 ABUTMENT PLAN & SECTIONS K-5 ABUTMENT PLAN & SECTIONS K-6 PIER DETAILS CROSS VALLEY CANAL BRIDGE, KER KERN RIVER BRIDGE, °°~9y .Los .LE, o K-7 '1'YP. SECTIO ON AND GIRDER I.AYOLI"1 • K-8 GIRDER REINFORCEMENT TAIL AND ROADWAY WIDENING N • K-9 MISCELLANEOUS DETAILS =NING FROM SAN 01(OO a K-10 MISCELLANEOUS DETAILS K-11 PILEDETAIES TRUXTUN AVENUE TO BRIMHi IRIMHALL ROAD MEXICO K-12 LOG OF TEST BORINGS STATE OF CALIFORNIA K-13 LOG OF TEST BORINGS TYPICAL DETAILS TD- I GENERAL NOTES & TYPICAL DI fAII S ! •r0)/ „A.1I OA i_ CROSS VALLEY CANAL BRIDGE - ---I-------- ~I----------- L LAAIGLP APPROVED BY THE BAKERSFIELD CITY COUNCIL I C» i---~ I N I • C-1 GENERAL PLAN I ~ ~ I RE iNEnr AV C-2 DECK CONTOURS I "D I I I I C-3 FOUNDATION PLAN 1 END OF WORK I I 10-2-91 C-4 ABUTMENT PLANS & DETAIL I 1 I I at A` 78127 I VALOV ; Carol Williams - City Clerk Date u C-5 ABUTMENT DETAILS 1--"° I BRIMHALL n s [ .~.u eIAYrYY~ u • .A.. a I C-6 PIER DETAILS } - - - - - - L _ _ - - - - - oLStntyr _ _ _ _ g, _ C-7 SECTIONS, DETAILS AND GIRDER LAYOUT I 'S tr± ~wr`-' CROSS tRoss 1 C-8 SECTIONS AND DETAILS I BEGINNING OF WORK yi"'1 ""H Y"`C,I f- APPROVAL RECOMMENDED C-9 MISCELLANEOUS DETAILS I ■ M.• Cr I C, I t C-10 PILE DETAILS i I 21 ° / N ~ C-11 LOG OF TEST BORINGS I '~~.d• c[ f ~ \ _~.0 v Aso ~ ~M " N o, ZZ. C-12 CHAIN LINK CLOSURE f ' ~t'Y•t V N + - - T L _N ~tF vAtt; [ Edgar W. Schulz -Public Works Di ctor Date C- 13 DETAILS - ROADWAY NORTH OF CANAL, I I I s y~ awl %ow .M55. .Y . '1- TOTAL 35 SHEETS I BAKERS F I AGGtn t3 Fred Kloeppcr - Assistant lic Works Director Date 1 't • Sri r5l Q1H..r4.4 .v _ y1w K0 ,a C"UC1s •v rJof t Y - c Art Moore - esign Engineer lL Date y(q Ian _i-cs I I 1 Q II.J ~1(p"~1[r /~O•-6 T i♦ t/ T NAIir Yltr OA ORS AT HILLS AY ry ck Copy VV I y V s YT w0( v WIT "ooo oA s b o tLA Al ` r I IIo wn • i \ wit a OJ L~ ' CAI irlw•,•JrA IF iCO1t1G! a S COV"T"r a' T S?DCxOALZ 00 r/COUtirAr J T LEA T r...MJH.O• .F. t Sp ICIW tt ClW 7 1 = p ~F[.•c, siAVi.. I ~ ~ T t 1 1 Cr. c • • i i T I i Y PRACTICi a 1 I ~ ! Q' ~ ~ ! I -I. R4141 IAA ~4yT ~_`1 ; •lLis 1 : OvAS", 11 lN0 RS SVNCAL A At DiA o q I wr~~ ~wU„~° SVNNr PA1M5i 'n 6 AV +4, I ~ Olt T ~ ~ ~~,•S~tir i['~ M~111W0[: f TITLE SHEET DATE OCT. 25, 1991 CONSTRUCTION ON DRAWN COFFEE ROAD T. PROJECT ENGINEER' FROM TRUXTUN AVENUE TO W.A.M. WARREN A. MINNER BRIMHALL ROAD DESIGN ENGINEER STRUCTURAL 6 CIVIL ENGINEERS ART MOORE 1719 OAK STREET BAKERSFIELD CALFORNIA sAKERSi1E ( CALIFORNIA °.1]Ol CITY OF B A K E R S F I E L D T PHONE (E06) v4-m4 PAX (9016) CALIFORNIA ENGINEERING DIVISION S35 0 II PAINY SkpO,C.E IM400 ppm !}^Y. ',.Y .-~c'1Fi: _ - a~^--'T!t^:irt ._cfi'.v . -.-1M1 x •is. = a .r - A.; ..Tan _ , - - . ~r..~.. ""•`~.~SC f _ _ _ _ ~ ~,RpFESS/p F. L. C.L. REGISTERED rCIAL ENGINEER No U 2312 MO f * Exp. 12-31-93 VARIES 45' TO 57' CITY OF BAKERSFIELD %Pj9 CIVIL \P 1501 TRUXTUN AVE. OF CA1-\F BAKERSFIELD, CA 93301 10' 2' VARIES 0' TO 40 VARIES 15' TO 43' INSTALL TYPE ' 2' MIN. VARIES VARIES I M-2 MEDIAN _ SEE PLAN SEE PLAN , CURB. I F. L. C. L. VARIES m- VARIES 45' TO 63' I INS ALL TYPE M-2 M DIAN CURB VARIES 37' TO 55' SAWCUT EXISTING EDGE VARIES 15' TO 25' OF PAVEMENT 10' 10' 2' 6' INSTALL TYPE I~ VARIES VARI S I M-2 MEDIAN 2.5' LIMITS OF 95% - SEE PLAN SEE PLAN , CURB. CURB & RELATIVE COMPACTION 1- INSTALL 11T j GUTTER TYPE "B" 0.45' ASPHALT CONC AND 5.5' SIDEWALK. TYPE "B". INS ALL TYPE M-2 MEDIAN CURB 0.45' AGGREGATE BASE ti - - SAWCUT EXISTING EDGE CLASS II. OF PAVEMENT 2.5' LIMITS OF 95% INSTALL RB & RELATIVE CCMPACTION TYPICAL SECTION G UTTER TY EB "B" 'E "B" 0.45' ASPHALT CW'(. STA. 341+73 TO 343+00 AND 5.5' SIDEWALK. DEWALK. TYPE "B". STA. 345+50 TO 350+03(BB) N.T.S. 0.45' AGGREGATE HASF CLASS II. FINAL PAY QUANTITIES Item No. Item Quantity TYPICAL SECTION 41 Mobilization LUMP SUM STA. 363+40 TO 368+44 F. L. C. L. N.T.S. 42 Clearing and Grubbing LUMP SUM VARIES 45' TO 56.5' 43 Roadway Excavation 270 CY 44 Imported Borrow 16,600 CY 35' 45 Metal Beam Guard Railing (Wood Post) 450 LF 10' 2' VARIES 5' TO 13.5' 8' INSTALL TYPE 46 Cable Anchor Assembly (Breakaway, Type A) 4 EA ARIES VARIES I M-2 MEDIAN 47 Signals and Lighting LUMP SUM 2' MIN. 48 Finishing Roadway LUMP SUM 27 10.12 SEE PLAN~ SEE PLAN , CURB (TYPICAL). Vacs \"-R- QUA 49 Class 2 Aggregate Base 2450 CY a COLD PLANE E (STING PAVEMENT 50 Asphalt Concrete (Type B) 2600 TON SAWCUT EXISTING EDGE 51 Minor Concrete (Type B Curb) 2400 LF OF PAVEMENT 52 Minor Concrete (Type M Curb) 1000 LF i 2.5' LIMITS OF 95% 53 Minor Concrete (Type M-2 Curb) 3100 LF INSTALL CURB &7 RELATIVE COMPACTION F. L. C. L. 54 Minor Concrete (Sidewalk) 14200 SQ FT GUTTER TYPE "B" 0.45' ASPHALT CONC AND 5.5' SIDEWALK. TYPE "B". VARIES 33' TO 45' 55 Minor Concrete (Driveway) 700 SO FT 0.45' AGGREGATE BASE 55 Chain Link Fence 750 LF 57 Drop Inlet (Type G-1) 1 EA CLASS II. 31 58 36' RCP Class III 10' 10' 2' VARIES 0' TO 12' 12 LF 2' MIN. 59 Relocate Roadside Sign 20 EA TYPICAL SECTION 2% 60 Remove Traffic Stripes and Pavement Markings 12000 SQ FT / 1=III=_. VARIES \\C ~\c t\~ R\\ " - - STA. 343+00 TO 345+50 I--111- 61 Cold Plane Asphalt Concrete Pavement 250 SO YD N. T. S. i. 62 Survey Monument and Encasement 1 EA 63 Install Roadside Sign (GSP Post) 2 Eq - SAWCUT EXISTING EDGE OF PAVEMENT i 2.5. LIMITS OF 95% INSTALL CURB & 'B & I RELATIVE COMPACTION GUTTER TYPE "B" "B.. L 0.45' ASPHALT CONC F. L. C. L. AND 5.5' SIDEWALK. )EWALK. TYPE "B". VARIES 45' TO 53' 0.45' AGGREGATE BASE CLASS II. 10' 6' VARIES 37' TO 45' M STALL TYPE TYPICAL -2 MEDIAN YPICAL SECTION (TRUXTUN AVE. ) 7 ? -°i CURB. N. T, S. I-III- A~_ EXISTING EDGE OF PAVEMENT / \-INSTALL TYPE M MEDIAN CURB L2.5' LIMITS OF 95% File Name: 910036A Job No. 73007 INSTALL CURB & RELATIVE COMPACTION IATg GUTTER TYPE "B" 0.45' ASPHALT CONC /6/91 CfRN OAD WIDENING 9 AND 5.5' SIDEWALK. TYPE "B". TO BRIMHALL Phil auma 0.45' AGGREGATE BASE PROJECT Qt6M[>Qt CLASS 11. SECTIONS Brod Underwood D MIGN ENGMM Arthur Lae Moore TYPICAL SECTION CBAKERSFIELD ~j°R1 STA. 53+82 fi0 363+40 N.T.S. FORNIA 35 ENGINEERING TMENT s A tt1 I . - - yinYr•r.e. QROFESS12N y 4c, ARTHUR LEE MOORE REGISTERED CIVIL ENGINEER No. 23121 * Exp. 12-31-93 CITY OF BAKERSFIELD `ray) Clv1 1501 TRUXTUN AVE. F OF CALIF BAKERSFIELD, CA 93301 3' S 5' 3' - SAWCUT EXISTING PAVEMENT TYP. 2' MIN. O.G.(TYP.) INSTALL CURB & / EXISTING PAVEMENT GUTTER TYPE "B" / 2. 0.5' 2% 2% 2% OR FLATTER (TYP.) VARIES - - ~ I - - 0.17' TYPE B l 11 ASPHALT CONCRETE 0.33' CLASS 2 1= ~ l i i s 1 1 AGG. BASE I -I LIMITS OF 90% 2.5' LIMITS OF 95% RELATIVE COMPACTION REL. COMPACTION 0.45' ASPHALT CONC. TYPE 'B'. 0.45' AGGREGATE BASE CLASS II. BIKE PATH SECTION N.T.S. PAVEMENT TIE- IN AT CURB & GUTTER 6' 1 N. T.S. 6, 6' 1' owl ti7 27 2%f----- 2% 2%_ 11 1 zzz~ 7zjl»rrrr~r. SAWCUT EXISTING PAVEMENT ZIZI ITIZTL 2' MIN. i.25' TYPE B \ - - - - - 0.25' TYPE B 0.25' TYPE B 1 ASPHALT CONCRE ASPHALT CONCRETE EXISTING PAVEMENT ASPHALT CONCRETE INSTALL TYPE M 0.33' CLASS 3 LASS_ 3 MEDIAN CURB 0.33' CLASS 3 AGG. BASE 2 ASE ; AGG. BASE F 957 \ 1.5' LIMITS OF 95% L1_5' LIMITS OF 95% REL. COMPACTION :TION : ~e REL. COMPACTION ROAD SECTION CANAL ACCESS ROAD SECTION CANAL ACCESS ROAD STA 9+81.36TO STA 11+20.6 i0 STA 11+20.68 ,TA 10+00 TO 14+69.56 N.T.S. 1. T. S. 2.5' LIMITS OF 95% N.T.S. RELATIVE COMPACTION 0.45' ASPHALT CONC. TYPE 'B'. 0.45' AGGREGATE BASF CLASS II. CONCRETE BARRIER RAIL PA V EMENT TIE- IN AT MEDIAN CURB END OF GUARDRAIL 16' - 4' N.T.S. I File Nome: 910036A Job No. 73003 6" CURB A'fE 2" CURB COFFEE ROAD WIDENING OOT.3,1991 TRUXTUN TO BRIMHALL PhDRAW CURB DETAIL AT END OF BARRIER RAIL ENGDIBER PROJEC N.T.S. APPLIES IN DIRECTION OF TRAFFIC ONLY. il Bums BRAD T U DESIGN NDERWOOD TYPICAL SECTIONS & DETAILS DESIGN IIiGRIM Arthur Lee Moore CITY OF BAKERSFIELD N0 R 2 CALIFORNIA 35 y f . 1 III I , A QROF ESS/ BIKE PATH a CURVE DATA C~ URVE DATA I[ CURVE DATA Q~~ Fy CURVE DATA = 8'46'58" A = 4 11'59" = 10'30'07" R = 150.00' R = 200033.00 R = 1935.00' Q p = 7'4859" L = 22.99' L = 14360' T = 177.83' C-5 ARTHUR LEE MOORE m T = 11.52' L 51 " L = 354.67' REGISTERED CIVIL ENGINEER NO. 23121 A R = 2000.00' 0 = 14 . 0' * Exp.12-31-93 L - 272.84' A = 12'31'2" R T = = 310.20007.00 ~ T = 136.63' R = 150.00' L = 32.77' L = 616.60' REMOVE EXISTING CITY OF BAKERSFIELD P~1 CIVIL E CURVE DATA 1 16.45' 1501 TRUXTUN AVE. F OF CA\- A.C. PAVEMENT BAKERSFIELD, CA 93301 ® p = 102.19042" N 2218.77 N 2353 tF .13 • R = 42.00' OIL LINE ` ` P.I. E 4947.50 P.I. E 4978.87 MID WEST 1 /4 COR. L = 75.01' T = 52.17' - 10 III " , INSTALL 5.5' SEC. 33 T29S., SIDEWALK R.27E. pip MATCH LINE STA. 347+41 ! F -p?FIfNL I CONSTRUCT TYPE G-1 D.I. INSTALL CURB & I INSTAL 5.5' > (GRAVEL BOTTOM 12") WITH O 10' GUTTER TYPE "B" SIDEW LK oc III 3 24--9 GRATE AND 24" FRAME SAWCUT & MATCH EXISTING I ow TOP OF GRATE ELEV. 377.32 - - _ -T 3 A.C. PAVEMENT TYP. - - \ _w - d ; " a R 18" RCP ELEV. 381.0 EXISTIN 2 WATER o SECTION LINE ---ems- -rr---------- G BIKE PATH ------EXISTIN------ ST,q EXTEND W/ CL. 200 BCR - RINGTIT PVC (12') ~ +86.75 a x I'n w e EXISTING 18" RCP 5 '-LT. MciUs +iN N~~ Cal a mo CONSTRUCT CHAIN REMOVE • 22 ~ XISTI G 36"0 RCP LINK FENCE AT FENCE OE OF SLOPE 16 Z ,n FX TEN 12' Z 4 1~ N > } _ d' -~D` INSTALL FkE@I - INSTALL H NDDICAP ~ w'~ RAMP CAS A ° m TYPE M-2 _ ; _ _ _ _ - - - Z 43 EXISTING - - aao 344+0p •Mao r! ' j + \ CATCH - i = V) 436,49 BASIN - .j _ - j t--- - 12+00 WATER LINE - PAC BELL _ 34s+00 ! I INSTALL HANDICAP + d 11 +Olihi O _ l - - - - - . f AVENUE I~ INSTALL. CURB & SAWCUT n T --_~7~~ RAMP CAS C2 q - - - - I /f 00 GUTTER TYPE B 11 f 1 T R -UXT UN REMOVE EXISTING REMOVE EXISTING 348+00 CURB & GUTTER - v ; CURB & GUTTER '4to I COFF y W (Z) ( BCR S"TA 1 10+00 :z +41 ~ _AS LINE w z _ 1 - - _ - I STA. 345+85.75 INSTALL •=Y~. MEDIAN CURB U TYPE M-2 Q ~ ~ MIATER LINE r.' . ~ z fft , w 7 _ 11 z FINAL PAY QUAN TITIES QUANTITIES / ~tll i c o CHAS LINE 8" OIL LINES-~ 4TION 270 CY II ~ If ROADWAY EXCAVATION 270 CY U-1 ! I~,•, J l J O 16600 Cy 16600 Cy III I I f! ° o IMPORT BORROW r ~ m PAC BELL BENCH MARK: CHISELED '0' EAST END SE RETURN 10" OIL LINE - II ~I II SCALE 1"=40' COFFEE & TRUXTUN 387.16 ,II ~II II SCALE: WATER LINE III ~F~ - s?' II OIL LINE HORIZ. 1"=40' It ~i - ~ II LL VERT. 1"=4' t~ III 11t - - - i TL - 7T j I t - - I - J m I 1-- o l • I 7 V7 N', oL I L 14Z) CIO z c - - - 7 I NO. GUTTER - - - II + - 04 - 1n ( I a _ _ _ _ - - m in w 739. - - . - - - 388 M - - - _ j* V) LLJ (n LAJ t - - - _ - - - - _ - - - - - - w 386 I J. t m W ING r-- - - - : - - 1' 384 --t - - PRO LE o °Q + r< is - 1. _ - - - - - - - - _ . - - - - - - - < 64 -z o n 1 - PLATE 1 PLAN PROFILE F A.E- NO. MOON I - MORLE f AE- i00R 7' CLEAW FLINT PAPLR CO„ EMERYVILLE. CA. CO.. EMERYVILIE. CA. QRpFESSIO,ygC Fy y c, kt" ARTHUR LEE MOORE A REGISTERED' CIVIL ENGINEER No. 23121 A SCALE * Exp. 12-31-93 CE CURVE DATA HORI Z. 1"-40' FL CURVE DATA 51" A = 10'30'07" G) R R = s. 2000.00' VERT. VI CITY OF BAKERSFIELD Jay ciVi~ 1501 TRUXTUN AVE. lF OF CAL\~C~ R = 1935.00' EXTEND 8° CURB IOQ' BEYOND EB, BAKERSFIELD, CA 93301 L = 354.67' L = s16.60.so' EXTE TAPER TO 6 IN 20. \ T = 177.83' T = 310.76' TAPE ~ o _ - - - - - m - _ _ SECTION LINE _ INSTALL MEDIAN CURB EXISTING BIKE PATH - _ - - . 1 04 o '40'24" E \ `4 N N 00 \ - ~ - - - - --TYPE--M- WWCAL p ~c~,r CONSTRUCT CHAINLINR - , ~ M FENCE AT TOE OF SLOPE INSTALL CU&8-8r - ~EL~CATE FENCE TO -Z v~ \ a - n_ 20 WATE!?_ LINi_ REMOVE FENCE - rn _ - - _ GUTTER TYPE B NEW TOE OF SLOPE i Lo INSTALL-5-.5' SIDEWALK- --~YW£At - - - - - - - o INSTA 1- _ - a TYP C TYPICAL X (n \ a - - e., LQ_- ! E.C. 1.-EL•.N \ W w ~ ao z - - - - - - - REMOVE EXISTING METAL c~ +a Al - - ~ BEAM GUARDRAIL J I 1 INSTALL INSTALL GUARDRAIL - - - - _ _ - - - - - - - - = n _ \ ` FLARE y a INSTALL MEDI \ FLARE TYP~._ - - i _ - } - - - + N CURB 8.. 'A\1-TOSCO PIpr_It_- 3 _ Q d - 3 TYPE M-2. TYPICAL \ - - - _ - - - INSTALL MEDIAN GAS LINE '0em< < _ - - - - - - \ ~mas 3~s CURB TYPE M-2. - - - - - - .k!: 348._ - 352 0N1049QZ W - - \ 351 ~~?t w 3 350 \ - - - - - o I mc<x _ z t Y- - m REMOVE EXISTING 14 TYPICAL - ar- METAL BEAM _ _ - - _ - _ - 1 GUARDRAIL - a INS FALL GUARD AIL n y l S FLARE TYPE 3 L NOTE: 1) STANDARD ARTERIAL TRANSITION E DESIGN MANUAL. R ❑ / \A~ REFERENCE TO DWG, T-4 OF E SUBDIVISION & ENGINEERING C 2) FURNISH a INSTALL I R26A SIGN \ \ INSTALL ~ 5.5' INSTALL I CITY FURNISHED SIGN. LOCATE AS DIRECTED BY THE ENGINEER. SIDEWALK. (TYP.) \ I I M ADDENDUM *I 348 349 350`• 351 352 353 354 355 356 351 358 359 360 1 1 I I . - - - - - III _ _ _ - - - - - - -T 2VC - - ! - - - _ - _ . _ - _ - - - ILL) + oo ;n PROPO-SED~FL - - U - -t - i FOFILEi 11 - - I I 394 ~_'j - - - - - - - 3 9 U _ - I - - U j ( - t _ 7o W `u x.1.6 t 390 e c tri - 4-- --owl- ~l = 00 386 _ o 38 ^ 0 - c))~ i. n - _ rI II 4 - - - ~ _ - - - - - - ~C S o - I!> - _ - -t - - - - - - - L 382 \ \ l = _ - a - = 382 wj 1 5; 0 - - - - - 1 - - - - - - - - a Qa i-- - - - - - - - - 378 - = - - - _ : : _ - - _ 3 7 8 i - I 1 EXIS ING f PROFILE ± - _ _ - - -y - XIS NG - - - ,374 370 - - - - - - - - - 374 370 job ft I -a g P"TE I - PLAN PRGTrtt F.A S. Nu IOOU" I s CLIARPRINT NAPFR CU FMCRVVILLF. CA. I . _ r e ♦ i i r " . ♦ V ♦ r r . v ~o PROVESSI ARTHUR LEE MOORE FL CURVE DATA CURVE DATA CURVE DATA w m REGISTERED IVIL ENGINEER ~ No. 23121 A= 4'53'51" 1 Ex 12-31-93 ® A = 84'3'59- R = 2000x00' * P' * , I = 30.009" L = CIVI ~P R = 30.00' = 30.00' T = 855.53.53' ' ' CITY OF BAKERSFIELD L = 44.02' = 44.02' I- -___j 1501 TRUXTUN AVE. F OF CAO- T = 27.04' = 27.04' BAKERSFIELD, CA 93301 - Q L = 95'56'1 = 95'56'1 a R = 30.00' = 30.00' I II I 3 L = 50.23' = 50.233' I II I a T = 33.28 0 = 33.28' J ~ I II I Ckf u%j ~ I I I I w I II I ` i I r7 th I I II a ~ ~ I ;I I o i i ~`n i INSTALL HANDICAP ICAP a00o ~ ° Q I I E -r \ j\ n ' RAMP (TYPICAL). ~ L). J ri rn 00 \ EXTEND 8" CURB 100' BEYOND EB, I II i i TAPER TO 6" IN 20'. a N LANAI. T IfETR CABLE INSTALL 5.5' tn SIDEWALK (T ~ ; Z~ I I I ri Q+N v ~ + X ~ + ~Rf2l( AT~D 11 4 YP~ N a CD co X N 1- ' Z wN / / I do VVR1Et~~/J~LLZMP } + w C) j r- 20" WA LINE' z w m a ~ ° P.P. 41~ i to REMOVE CE ~a INSTALL CURB & GUTTER IQ- N 7- tar SFAMb Pri \ M J TYPE B TYPICAL 5;1 w 1 L0 rn 00 -1 43 PP. f to b P.P. Lo Z 00 CD R e \ \ P REMOVE FENCE + Q - _ _ - - INSTALLL SEC N LINE ~ i _ a M DIAN CURB m N 000 4 '24° E - - , - - a -TYPE -M-2 _ P3. _ - - - - - - - - - - PI - 371+0191 371 - - - - - - - i SEC. OR 372 373 SAWCUT & MATCH EXISTING "I EDGE OF PAVEMENT N 00'4 Y2 4" E-- 6 c s I u') INSTALL MEDIAN 50'R- - _ M 04 \ \ CURB TYPE "M" `10" LV.L.C. PIPE 365 - - - - - -4-- - c 48 - - - - - - - - 364 - - - - - 0 UF - - + INB LLB MEDIAN C ~NSTALL SURVEY 12" WATER LINE Q 00 [D MONUMENT & E]+ L 0. C \ ' z M 1 TYPE, M \ \ \ LID ENCASEMENT MONMEN~ : a - - - - - - - -J--- UT Y - - -t~. 8„ TAF TOSCO PIPEI_ NC /---L-- o - --1 \ - - - u<n - REMOVE EXISTING - = - - _ UJI EETT E - - - - RAM - I rir NOTE: 1 STANDARD ARTERIAL TRANSITION z m \ _ F I v REMOVE EXISTING \ ~ I _ - - - - _ _ GA REFERENCE TO DWG. T-4 OF SUBDIVISION & ENGINEERING f All DESIGN MANUAL. I BENCHMARK: TOP OF CONCRETE ¢METAL BEAM GUARDRAIL \ INSTALL GUARD IL FLARE ITI PE- I I 1 ` 2) ONE WAY MEDIAN OPENING REFERENCE MONUMENT IN LAMP HOLE TO DWG. T-8 OF SUBDIVISION & COFFEE & BRIMHALL 382.16 ENGINEERING DESIGN MANUAL. 11=5 3) POWER POLES ARE TO BE SCALE SCALE RELOCATED TO ULTIMATE I v 1"=40' 1"=40' Q ADDENDUM #1 LOCATION BY PG&E. rm- I I j fP m f i l I I 1 362 J6J - - 4 _365 366 367 367 368 369 370 371 372 373 T--- I I ~ i I - - _ - - - - - _ - - _ r _ _ rI ' - - - - 1 --4 - - - r I I_ _ i_ _ I - --a-- - - . - _ - 10p VC . -77 00; V I- ~ i -J~ tat)ra i &lOJS£Q{ OFJLE- - - - + o I - - J - - to ~ + Lf) u 00 (04 5 I T~ I 01 00 11 II - W _ ! - o - - - 3881 w 00 F - _ - - II - sw F[-flROFKE - - - t..-- ~i i - - W... to < II I N ti ` - i m.- . W MW i- r cLl W. - - : 392 r U W._ w 384, 27~ w w i to QQ 14Z- -1,T4~~-w~l. - , _ - - - - I % I ~ ----,-----,-----i- - -i- - --~--r>t to - - i J 380 x 388 W W I I-- - _ - - P - - - - - - - o z s - - - _ r~ - - Ol, - - j 1}7 _ _ - =1 m r4 1 CO B2 -71 E to 11) M w + - - - 384 L= - - - - - I -I - J f _ - - 376 7>1 > o aw r,- - to a. or. 9 tr) - - - - - - - 1 - r- ~ - M - V9 > 5; 0 7- - - - - - tow r , - I w 380 - _ - F r - -r - - a a a { - - "~M - - - M M - t M i - y - - - - 3761 La . ~ `'r ~ w w } _ - - .77 - - - - - - - - I i - - - 372 = - _ - _ - - = _ =1-- - - - _ _ - - - _ - EE iM M~ Core= JA Mf T20Ab-W ING SHE NO. 5 0 35 PLATE L PLAN PROFILE F.A.B. NO 'iOOON 1 PROFILE F.A.B. 1R1- CLEARPRINT PAPER CO . i W AYVILLE, CA 0 . t fAtRYVILU, 6A S lyyjjl~~~yypys , F V jo - ~o eROFESS I p,~l 2 y c~ 6' ARINUR LEE 400RE ~n St0 a REGISTERED CIVIL ENGINEER W'- No. 23121 SCALE * Exp. 12-31-93 \~5 HCRIZ. 1"=30' CITY OF BAKERSFIELD CIV1\- VERT. 1"=4' 1501 TRUXTUN AVE. OF Cok x~ BAKERSFIELD, CA 93301 P - CANAL ACCESS ROAD REMOVFENCt c RI AP \ CURVE DATA AS DIR ED BY N IN i \ NEW GATE LOCATIONS EXTEND FENCE DIR TED ATER LINE- BY ENGI R. 2~ \ \ \ O A- 2121'17"' ® A= 12-13-47- RELK GATES DI D S R - 50.00' R = 300.00' BY ENOINE>SGt \ d a_ L - 18.64' L - 64.03' \k\ u 1 W W T= 9.43' T= 32.14' U - CA MEJ ABLE / O 0 00 0 _ ~L) \ R 50.001' 1" © R = 200.003" \ P. _ L - 40.70' L = 86.10' o a / ~ \ f _ J T = 21.55' T = 43.73' ~ \ 0 - SEC - N 00'4 4 ; a ~ Q= 48•55,4" © R = 50.00' \ - L = 42.69' I PIPELINE T = 22.74' V.._. - 1 \ ~ x - - - - - m 359 - - 50 VC W q GAS LINE - - - - / r ~ QI f h © 50 VC 1 V) A k. 50 VC 50 VC N \ rn h Irn h h h A M~ EXISTING NEW F o+, BRIDGE BRIDGE qn N II NOTE: CLEARANCE BETWEEN BRIDGE w R e h AND CANAL ROAD SHALL BE M II II II SZP G ~Ok~0 t1 SAWCUT dMATCH \ © FXISTING A.C. PAVEMENY o \ a0 m M y ' O 12'-9" MINIMUM. y 00 C4 ~14t ~K \ Irv M H ~m m n r a W N~ N > II ~ I II ~ W U W I 50 VC e 1 3 1 522 4STA 9+81.36 a - ~u I woo- 50 VC I R 25 VC m m + I.007~ O E .566 a h 25 VC n h + ^ n fC p I 1p+0p to, U-) CR 0) OD 00 r- C-4 0) 04 fn V 41 l`• 00 % a0 STq 1o+1MITS~ 1~ s 0 n y i n + n p O O O II + r7 ap C4 ro) aD OMao C'V ^~IIn ~h 6^ ~II~ II B.9 S II k II N N kM p> II Q4 m h II > ; N > p i 1 U 5p - I N II < W~ ~W `4 Nw n n II W W x~ NO ac BC I ; 10+79.98 N O UU e ` - 5 5a > > a 5 as m h a W a s n N 0 5 a i a - - 4W- m m 0 44 .OO% ~j / DATUM ELEV N 365.00 + n~ In Lo ono MM M O ^ , rn n NM 00 N cq I u~ to to W r a j f 1t N M nM +nn + cV b Y M M n M M M 00 to M M M N~> r> 11 II u e <>A O < W U U a 5 a Cj p FQ- > N 10. 5;5; (L 5 c/) AJ a as°a / 10+00 11+00 0. 1. a PROFILE - RAMP 1 FINAL PAY QUANTITIES NUAUWAT tA(-AVAIlU1v I -rv . Fl* Name: 910036D Job No. 000000 A7E D COFFEE ROAD WIDENING ocT. 2..1991 TRUXTUN TO BRIMHALL"" Phll Bums DATUM ELEV 380.00 rn M 0) m co M O O O O Oco CIA 1* LEGEND _ P"0J man= 00 M N N u7 !7 f d f (7) C4 0 Pi Ml3 06 c6 nh W5 4 C4 ui C4 00 nP r- n nn 00 co CANAL ACCESS ROAD Brad Underwood CONCRETE RMN tM7= OD OD 1~ M M M M1 M M M M M M M M M M M Arthur Lee Moore - - 12+00 13+00 14+00 10+00 11+00 ASPHALT CONCRETE CITY OF BAKERSFIELD N°R 6 CALIFORNIA 35 PROFILE - RAMP 2 ENGINEERING DEPARTMENT SHUZ 4 POLE SCHEDULE _ SIGNALSI SIGNS _ _ LOC. TANDARD VEHICLE WALK ~1N-ow i PPS I REMARKS 0 ST. NAME SIGN O LT-MAT 15' i TRUXTUN AVE LT-MAT may be reused from tip of 29-5-80 50* 2-MAS M SV-2-TD (existing) Pole O © 18-2-80 LT-MAT COFFEE RD Relocate pole from location HQ (existing) 25 SV-1-T (existing) Install new signal heads T © Type 15 15 SV-2-TB SP-1-T104 04 MAS MAS: use head from pole mast arm O 23-3-80 35. MAS SP-1-T102 04 TRUXTUN AVE ! MAS: use head from pole J most arm _ SV-1-T (existing) SV-1-T: 5 section head from pole 1-A TV-1-T SP-1-T 04 02 Relocate from location existin (existing) (existing) Type 15 15 02 j Use push button from pole Q i n TV-2-T: Modify existing mounting to JZV @/ 1-A TV-2-T SP-1-T 02 accept 5 section head from pole QM existin (existing) Relocate pole to location OB O 18-2-80 1 Install new signal heads. existin Remove foundation O 19-3-80 , Remove and salvage (existing) - Remove foundation 17-2-80 Remove and salvage - existin _ Remove foundation O 1-A Relocate to location (existin Remove foundation ~-1 111JJJ (L) 1-A Remove and salvage ~C~ existing Abandon foundation ® 6 6 - X\ i j4t} / D' 26-3-80 Remove and salvage 4 (existing) Abandon foundation 1 3 A~ 06 Qr4 h\ 01 CC" ® \ s= - _ t1l / Place pull box adjacent to existing - / bridge structure. 06 Install 1.5" conduit for future interconnect. 06 C 01 0 D 02 ` 02 _ NC.TES 4 Y `D 1❑ Type C loops shall be 6'x50' except as noted otherwise. Diamond loops shall be 6'x6'. 14U ® All loops shall be located in the field by the Engineer. CC iJ~t ~s o CC F Detector loops and lead--ins within 8 feet of the curb flowline shall be a rninimurn of 1.5 inches below the ✓ - _ _ - _ _ 141- ` ";Z. ~ 1~ l surface of the paving. t ~l r' . 5 s] L4J Lane closures are only allowed between 9:00 - 11:30 AM and 1:30 - 4:30 PM. - 13Ul - 5 1111 l Q^ © Existing type 170 Controller, and 332 Cabinet assembly shall be re-used. All other equipment and 7 g 21 materials shall be furnished by the contractor. Relocate existing controller and cabinet assembly. Remove foundation. Service shall be 120v/240v Type III-BF. (~E~ Install 1.5 inch empty conduit and pullbox for future interconnect. - 02 r< \ G 04 [Zj All unused, salvaged material shall be delivered, by the contractor, to the City Corporation Yard, 4101 I' k \ Truxtun Ave. Street name signs are existing and will be installed by the City. - i i Jam` + _ \ All pedestrian indications shall be new, international symbol type as detailed in the specifications. h LA Replace all existing pedestrian indications wit', riew international symbol type. y ~0 Luminaires shall be cutoff type, 200 W. HI All new signal indications shall be 12 inch. TRUXCOFF.DWG EXISTING CONDUIT Q SHALL BE EXTENDED APPROX. 130' \ \ \ NOTE: \ \ LA i,uc SIGNAL CONDUITS UNDER STREET IN THE IMMEDIATE VICINITY OF THE INTERSECTION SHALL \ \ BE AT LEAST 3 INCHES IN DIAMETER AND SHALL BE BORED UNLESS OTHERWISE \ DIRECTED BY THE ENGINEER. \ \ \ C"':851 ALL OR PORTIONS OF CONDUITS Q zi © AND L/\ ARE EXISTING \ \ \ TERED CIVIL ENGINEER C10, if CONDUCTOR SCHEDULE ~ \ \ CONDUIT I -3 3" 2" 2.5" 3" 17 1.5 1.5" 1.5" 2" 1.5" 1.5" 1.5" 1.5"' 1.5" 3" : 3" 3" ` 3" 3" 3" ;,3" ~ CITY OF BAKERSFIELD r% I.JUI IMUAIUIV HVLIVUL CONDUCTOR RUN 1QQ'Q®©~ 7Q®®®~®®®®®I~®®®®® 28 CONDUCTOR - 4 { r- 1 1 - - i - t - - - - - BAKER f SFIELD' CA 93301 _PTRAFFIC SIGNAL MODIFICATION3LKER 9 CONDUCTOR 2 1 5 CONDUCTOR 10 LIGHTING \ \ 2 2 2 COFFEE ROAD WIDENING Rio 9> DRAWN 0 1 DIET. _2_ _ 2 2 FROM M.F.S. 0 2 DET.. _ 5' S 5' 1 - - r i - \ 0 3 DET. \ 0 4 DIET. 5 5 1 _ ` TRUXTUN AVE TO BRIMHALL RD M`F.s `ER \ 3 DLC 0 5 DIET. \ \ 0 6 DIET. 4 4 4 1 \ s 0 7 DIET. ! 0 8 DET. CITY OF BAKERSFIELD N o R-7 + TOTAL 16 6 6 5 5 1 5 1 1 2 SERVICE 3 2 2 PUBLIC WORKS-TRAFFIC ENGINEERING ~ j ;c~i,k.. .....vw.." - '-t.:-:+:.::I:.:.:~~r...:. . ..1wm _ ~ _ c'. ...1 .~.y~1i.d-r--~i-.nw'i .1:n~..:,.y.;~.. ..:.:a~-..~.., e..n-~..'.Q..-..~jr.ir:.~~Y"..n~:ii'ihi~.~.:.. :~i"' .~..~.a.: i.i~..:la.: ~~.,.a... ~..a..: :if•.w:ii :..4.~ar:-. i _U I a o HYDRAULIC INFORMATION MAGNITIUI)E _ FREGII N Y WATER SURFACE ELEV . 1.7 Basic Flood 15,000 CFS 100 Yr. 383.6 r i PROFILE GRADE NO SCALE TAhOAQO PL-+w SnCET NuMtlEm OErAi4- Na/MBER --5,CYCLE / OZAIL r ROCK OR 8ROKEA, RICJ .-r7- -OF -WA )1 ROCK GR BROKEN CaNCRLrr SLOP` y`' 3UR VE Y" CONCRf7E SLOB( PRG rrc rioAo PROTECT/ON / 1--,L _ a Q4, - - - , = /_0 5"-O4'-O" 33'-0" ,tr ~ r4T zC' ~ 7IITTI rn Tr1Ti-r.1 ABuT 1 u rIII . d °ni' 1..J':u II "kvS El-aV. uuu a ABUT Co ABUT Co 5-3 45 x MA it. N.75.~+ - M F14 U u J /g000CS QR~~GdE I P;ER 2 PIER 3 PIER 4 PIER $ DAELe.. r rU6U[,AR , I HANG 1 j CONCRLT'E DAR01t/49 35+ CONCRETE BARRIER 'ryPl 25 - - 350 - 35/ 352 353 I ' P% 392.6"t I .1 PRECAST PRESTRESSED CONCRETE PILES - CLASS 100 TYPE I OR II MAXIMUM TIP ELEVATIONS FOR BEARINI :OR BEARING i TYrtl cG r- ~ a„ ,t" J'.I TrP P/ERs j SUPPORT NO. SPECIFIED TIP ELEVATIONS PROBABLE TIP ELEVATIONS VALUE OF 200 TONS MINIMUM 'Ve 3"- ABUT. 1 336.6 331.6 343.6 PIERS 2,3 323.6 320.6 326.6. i \=III, 1 - 1!I III?/! - --F~ --F}-J 383.6 PIER 495 325.6 322.6 328.6 ABUT. fj 336.6 331.6 343.6 ELEVATION 1" = 30' *I E&VAL - Tr,*. ~EauAL - TYR AT ABUTMENT 'OE OF Fite. Ex/Sr/NG A.C. PAVED OAAIN(5)rTOE Or- Flu R, vsw raw 3 74.0 Toe OF FILL - _ _ _ - B/ CYCLE TRA/,L FOA ~'.SI P'LIF. PRrcAs-r PRssrREDitO ~ I ` CONCRETE P, Las -CLA33 100 - Tr x r o,t Iz O in l~ I h ik`11 NN `ToP RIVER BOO OFORAPA-rION _ 369.p ~-ToP OF fi~L I - - - - - O - Top OF FILL z° \'NEW BRIDGE ti uo _M \ . \ Tree 25 a'SARR/[R ~ i I FREOUQ/vT SCOUR QEI~rN- 364.0 353 `,r ! TOP OF Fict • ~ i ~ T 00: FILL. AT PIER OP o I C. J I TYPICAL SECTION 1" = 5' o h,! 31 ?G :i7l, ~ 35"2542~ ~ ~ 33`3640" i ~ \ I o \ I I \ EXISTING BRIDGE KERN RIVER GRID, MAX,N1uM SCOUR oe,W,-,Y ss4,o OlqK - FINAL PA _ of ~ \ ~ ~ - - Item No. Item Quantity to r a 23 Mobilization LUMP SUM m ~ Q V~` V'' N I Q1 V ap V 24 Structure Excavation 870 CY i s 1` WARREN A. MIUM i o 25 Structure Beckfill 530 CY $Tm)CTum a clvll Epsoom IM W) rr) e d 17" OAK STPIM SAKOWIILM CALIFORNIA OW M' < 26 Structural Concrete, Bridge Footing 180 CY 0 1565 CY PHONE ON) 3144M 161 W d ~ 41 2 4j 27 Structural Concrete, Bridge /Ax fSOSI siialts ~ W 28 Bar Reinforcing Steel 530,000 LB as 0 - .,I 29 Slope Protection 500 CY u a.au:..,. 430 LF f 364_-O _ P-4 oV IuVuwl noi,v. a..... 31 Concrete Barrier (Type 25) 390 LF 32 Concrete Barrier (Type 25A) 40 LF RIVER BRIDGE 1 33 Concrete Barrier (Type 26) 390 LF DATE 34 Concrete Barrier (Type 26A) 40 LF UENERAL PLAN OCT. 25, 1991 35 2-Inch Dia., Schedule 40, PVC Duce 644 LF COFFEE ROAD BRIDGE DRAWN T.V. N PLAN 1" = 30' 36 44nch Die., Schedule 40, PVC Duct 1266 LF OVER KERN RIVER FROM TRUXTUN PROJECT ENGINEER 37 5-inch Die., Schedule 40, PVC Duct 644 LF AVENUE TO BRIMHALL ROAD ART MOORE DEMON IENCINEE64 38 6-Inch Die., Schedule 40, PVC Duct 422 LF BAKERSFIELD, CALIFORNIA W.A.M. MINIM, " , IES rg; 39 r Furnish Piling (Class 100) 2723 LF CITY OF B A K E R S F I E L D K ml t 40 Drive Pile (Class 100) 70 EA CALIFORNIA OF 35 ENGINEERING DIVISION f OWEPRWT SERVICE 100 00 t 1 l EDGE GF BECK t9 ❑ ~ ~ 3 92.0 - - -[3 - U • \ - ~7 ~ NEW BRIDGE ?j U W P7~ W 54 L" CF Sur \ . 41 vl x .353 ~ _ K x x - % t - f ~UF~i:E iaiPAC;p x X N A,-... '~35a 35~ n~ \ 35Z K \~k F x _ JAI- EXISTING BRIDGE RIDGE -eye- j, lT AA ~A W I DECK CONTOUR PLAN in = 20 i"-20' J+~ NOTES: o- Indicates Even Foot Cont :ven Foot Contours x -10' Intervals Contours Do Not Include . RIVER BRIDGE )o Not Include Camber a DECK CONTOURS DATE OCT. 25 1991 COFFEE ROAD BRIDGE DRAWN T.V. OVER KERN RIVER FROM TRUXTUN PROJECT ENGINEER WARREN R NNNIEI! AVENUE TO BRIMHALL ROAD ART MOORE grftx U11A1 a cr4x vm*m11/ DESIGN ENGINEER +.noARSn1En BAKERSFIELD, CALIFORNIA W.A.M. w10H y CITY OF BAKERSFIELD K-2 CALIFORNIA Cw 9l UEP1UN/ SERVICE 100400 ENGINEERING DIVISION SHEETS Ex,s r.NV .4.C PAYEli B/G YC~E 7-MA,L F/{TGH 4~REPA'R A5 REQu!REO AFTSR BR1C'GC /S COM,°LQT6 C I !5 1511& + EACrrJ-rr~~ Fo,~? Bo:'r,bki,poGS. - - EK/STiN4'dR/teaWILL /N1^rcrlEACI-+ \ 6~ Ik W~ } ~1 i OTNE~' Aeg Ot4 rye fE LiNe-% t3 o 1 3 `~'r w e S v3 'ILI j -IX\._ kr NEW BRIDGE ~.yJ p. A r \6` Ire o ~ `'boo -v51'4/ w ~v 10 e r3' - \z ; 1, \ ''~llm 1 ~ ~ 1 I I 353 35' 1 - - - N 4° 13' '"17"W 13 ? 7 ",W tnj Sumwrr A9 o E R/ca. r-Or•ivny OL LM U)i 04, 1 *f. \ f \ C) "0,0 6 tj 1W) EXISTING BR uVS u A \ \ ~tl 0 :XISTING BRIDGE V\ ~ X~, l lu VSO v ' (to ~ O \ 11, LEGEND LEGEND FOUNDATION PLAN V = 20. aria goo Piles Precast P Piles Precast Prestressed Concrete Type I Or I Bottom Of Footing Elevab Footing Elevation ti Batter Plea (1:4 Batter) (1:4 Batter) M M:' RIVER BRIDGE FOUNDATION PLAN DATE T. 25, 1991 COFFEE ROAD BRIDGE DRAW" T.V. OVER KERN RIVER FROM TRUXTUN PROJUCT ENGINEER AVENUE TO BRIMHALL ROAD ART MOORS M~w OlAION lNGINElR C7"WM ALO&AR CrftWu cea BAKERSFIELD, CALIFORNIA W.A.M. "mwwwmcftxcwmnm CITY OF BAKERSFIELD K-3 now am) utwn .AxOuN CALIFORNIA 3 1 OLUEONWT SERVE 100400 OP E NGINEERING DIVISION .Nl5 c /7 2 -`O PLACE R6 NF` PLACE R6,NF. PARA"ci_ 7b'i OF G„Aroews • C SPACING MEASI SPAC/NG MEASURED r TO OF 1I GIRDER TOP RE/NFORCEMENT ® Type ~~.a -**/oi CONT. 0% Tor CO►sc'r+st» dorr+a► SEE PLAN FOR RE/NFORGQMCNT 6 3 -'*/OS CONT. 0% r"2 /8 CL12. i ® Type PGA F a "7 I1~ ev d1 a5 r~ •tStaoc ~ ~.d'-UsJO•l7buc Ev"i /a L ' 4 FILLET CONST, Llo/NT ow ST, LJo/NT Il' OOOOOOO 2"CLa. 047 ca- W -rot P - ' I R O 0~5 30' - "'8 -W 5,_ s q• z CLi(. l8 -O 7- # 11 C71ROER 807T0h►1 - J IPW Cant. Tat ir- - TrP Hoou REINP0RCEM&j7 - :5" PLAN ~ II FUR REINF0RCtJ"iN4T- -TrP NOOK a Y• a -r c IK-3 OPI' HAND I ul _ 8" /r ~ SLOPE ABUTMENT - B VERI WALL AT W1NL3NvALL I 1?,-O1. Hojq~ Z. 04 • /d • ,rte • q' ""6 •9• Outside faoe ~N M/ G Hotel TiE5 CJ /2'ac. E F e y /r. •4 U ~ /8' ±~--"e4 TiBS @ r?'o,e ~7 V~~ Tyler 1- - - - - - - - - "4 n T b/16A 4-6 R Z.. VA HoR/2. +f V?IIT. ' GYP 3 W ~/t i r2L _ --3-"/045o7-. 3 - */0 doT. Co v-r i 4 N ` Co" C6.ie. \ l r Rock OR BROKEN k 4 SECTION 1/261 = 11-0" K ¢ SECTION 1/200 = 1'-0° CONCRETE SLOPC PRiCAST PRLSTA RECAST PRESTRESSED J\\ ~4! f ROTQ'C'T/ON CONCRSTB CLAS3 DNCRtTE CLAS3 /(DO P14.E5 -T> 1 \ ° K4 ABUTMENT 1/261 i- 1 -0.. _ /l GAP 4'-GfoR °C9 ~ 2 -+'''r 1 FROM G'-`°' FOB x l! 1 l BRIDGE DCGK C,J ~,rfaMFER '~`6 9" , .-2 -'"`9~s O;¢ Z '""//s /a MAX. /NS!PE FACE SEE SEc-r,o/vs - I i V- - r t 171 B R 10(.5" L OR G/ROER - - ~ 9 II F 11 S OR 4, ; - 8 VERT. s^ r2O.c E.F -I.OGATION FoIK CoNcRaTE /°LAcE.+ vCR6r6 /°LACEM/NT - - - ~ I / I ~ rloa/z. Tics C+ /Z"0 C. E. F 'oc.E.F i2r 'w4 L] 8oc ;M`4 T/ES - Hooks OIn AOcIACENT 'FG j r2"o c. ~x APUACENT CROSS - TIES To PAVE EAC.-I K-4 =ACE EAC.•r "`4 IS /640c, r,5,4W FAcLr OTHER /N ALTERNATE SPACES fNATE SPACES I / \ z\ BETrVE'EN PAIRS Oa MAIN SAM S R MAIN BAGS To PROv/Of SPACE ADQ FL.AC/N(S ~ ~4 FL ACiN6 /~IlIII i 12 f165 ,~P I I 4 f I ; k 4 JR k-4 SECTION "A-A" 1/281 = 18-0" RoCK OR BROKeN CONCRETE SLOPE !°ROrECTGN _I WINGWALL ELEVATION 3/8" = 1'-0" jo, IT OF ABUTMENT G t ~OrP HAA/v fir RIVER BRIDGE 1-: ABUTMENT PLAN & SECTIONS DATE OCT. 25, 1991 COFFEE ROAD BRIDGE DRAWN T.V. OVER KERN RIVER FROM TRUXTUN PROJECT ENGINEER NORTH ABUTMENT 6 PLAN 1 /4E' = 1 E-0EE ART MOORE WARMN AL wWM AVENUE TO BRIMHALL ROAD DESIGN ENGINEER grF"°"'RA`aa a BAKERSFIELD, CALIFORNIA W.A.M. »uoARsTRECT ►wECT 6A'%CITY OF BAKERSFIELD K-4 IIIONE W% =44M FAH fW) 7Na1u CALIFORNIA OF 35 ENGINEERING DIVISION e SLUEPRWf SERVICE 100400 1 CONS T, UOiNT r IF Rf~u/A!O ~5 -To-.3 - - 1 q" O.c • 9 O.C. - ( le-EXTBNO FROM FTts. r~ ~ -+~(o~ l2"-Ex rEiva f 41 9"O,G, j \ 4 /NT~ TOP /N-rn TOP O`Ck ar6 C - Q' z~•N- rrs-To+ Z Ln zPE, Noon i NOOK 6',1, ErVc ~ yp _ G HoA I PLAN I - - s SECTION 1/261 _ 1.01 1/211 ' u ~G i1F u~RDER` ~ ~ ~ m \ \ Q - IV) 2 • b. 9 „o. c. m U K4 \ \ tol #`6 ~ t' 12 EACH F,•,cs 5-7-o+.Z \ ~HOok EA, EVo 61 9 u - uiROCR Re•/NF, COO V1 U l - *6Jc4 /Z \ X12 CIO/ EXTCNO FROM ~h OF ASU77 1 0 J ~..5_76 i.S r /V y 4 SO ~'_6'~ ~-2 _.+ItJr IB1MAx. J14~ti. Y CONST. L)O/N Ir REquiRto PLAN - - t PIER ~ /his /r%~s RIVER BRIDGE /6R 2 S.B.- ABUTMENT PLANS & SECTIONS OCT. 259 1991 COFFEE ROAD BRIDGE DRAWN T.V. K~ s SECTION 1/2m = 1'-0" OVER KERN RIVER FROM TRUXTUN PROJECT ENGINEER SOUTH ABUTMENT 1 PLAN 1/461 = 11-0p .0 04 ART MOORE AVENUE TO BRIMHALL ROAD DESIGN ENGINEER wMrENAL 11UNNER MOt~wt BAKERSFIELD, CALIFORNIA W.A.M. STRUCTURAL a aNXvl► ENC►N ww"V~mwom"am CITY OF BAKERSFIELD .NEON) K=5 FAX (W) 324-3414 CALIFORNIA cw ENGINEERING DIVISION 3 5S ~mioIiiiiiiiiIll BLUEPNLNI SERVICE 100400 OWN BCC r TOM RE/NIeO_R_CEMfNT TOP RElNROIecEMENT U,/ I`ll CONT. 76*. 4 '0/4 CONT Tot, 10 , Ol 41, D R /OOC -SYMMLTA/CA j -G 6QG RdOUT BRIP~F ~~O -C 9O. C. Q s " f4 -'I`6 G~If3o.c.~Ll=O~ f ~J-3-'~`G G Q 9 O,C. - EG UAL EQUAL BQ,vO JrlowRuP ANc"ORAGS IN NicLESARY -TYA t (Z ONSTRuC-ricAi 3F - - / J7tl i X11 CON T. TOTAL 4 lo~~(o ig QC. 4 err 9" 00 1 5 CON ~ /I CLR. 4 i ~ - STIRRUPS S YMMCTR/CAL ! / PEER CA/° SM. ~M. 4 ter- y ABOUT rL 8mlocE Q U~ v, Q6 I CoA,T To TA a --J BAR CHAIR DETAIL v " lo C veltr;c? ~o' \ NO SCALE _O v~SHoisiz.CaGo.c.E.F W 9" 0, c. E. F. (No SPLICES) PLAN - PIER T,as a G"o.c. ✓Err7. f 9"O.C. Hagla. Z"CLR. To '1`4 Toss -Tw. X10 b&qT l) Non Z, E. F c. - 2 -4 - ~ J 1> - ~0`+ ~ TIES ~ ego. c. Ve,rr. ~ N ~ I ~ i I I I 1 v, 4@ 9"oc. Home. JA J L_- - -J I-------~ L----~ i_ - - - 3 C(-P. To /O 8AM I -*4 C-1 Tie A A LOCAT/oN FOR CONC. `NOOKS OF AVJAG6NTCROs'•- P-ACEMENT-TyP TIES TO PACE EACH OTNEi[ i - /N A,-T{'RNATC SP.ACAS 6eT#VrtN tj PA,RJ OR MAIN 8AR3 TO O ~'4 C--~ TAE"•,~ 'ORoviaa ,SPACE ':'OR PLA-:iN; U C~ 9'o.c. HOR,:. G"/i.+x. "/y~x.~ SECTION A-A 1/2" = 1'-0" h S HO R, I. - - - 7b *rA 9- $~t ? Foa DETA/~ J i OeGo.c E.F. 3 G ,e.-TyP TRANSVERSE C 160'0 C. lIl ( ~ I ft1 I TOO= "~5 C Tics @ l$ a:-. Lotis,S ,A:-.vc; -4*4 T/ffsea"O.c. _ _ A,vc a l2 o,c. MA,~. T,e.~N s. S~AC,n•c. *10 veRr, :e 9ru.C E F MAX. VEar. f (NOO,r AROUND TOP BOTTUM MAT) (No Sf'~Itcs) C&9"ocHov,z. aitC,i.R. B CoNT. TorA, rr i TY /T ' #4 BAN CAYA/R C~ 4 G o.c. -Scj-~ PILE AAcr+o,e 'qw--STRUCTURAL CONC. DOWtLS -TYr ~ I '~8 'TkANSVeesE G' 9~o,c. Bo _ #B-~IS O.C TO STRUCTURAL CONC I I GII SI_4„ ! ••6" C.ONCRETE PILES - CLASS 100 - TYPE I OR II CONT. TOT. B i BR/OGE FOOT/NG Q 8" Om ra o.c.'To MATcM No,R,s. 8,-4„ CQ B O/e G "o. c.'Tc gHv~t.TES@g.,oaCo"o.CE.F. - - 9SECTION 1/2 " ? R ~I. tv TiQS s^~ Co vr, i 3 4 -rims d':ci% a" To r. 1 f ✓ic r, 4 60 1 '0. c. Noel!. C~fZ"O.c. MAX. Co~cRere PILE _ - VF*T, , T f'- qP10 La Crac /rclYVwcrc~C i CLASS /OO - M &A 't4 CNO FACE Of PER SECTION *4 T/es _ C-nA~~ *4 TE5'a8/OR G O.C. ALT/~NATf W%TN t r~ t l I P I I 11 I 11 / 1I / P / I /I 11 ON '4 rlesoN oPP03/TE FACE _ G-9 -O ar~rC~ G-9 f _ G-9 G-41 G-9M RIVER BRIDGE GATE PjfR - - - 2 61 - _ #''ro VBZr. @9"0.c. E. F. PIER DETAILS OCT.259 1991 DRAWN 441-GIP/LE CA 00 \ \4 TIES -TYA COFFEE ROAD BRIDGE T.V. "`5 h►or z . Tess r OVER KERN RIVER FROM TRUXTUN PROJECT ENGINEER I AVENUE TO BRIMHALL ROAD ART MOORE K• G DEIGN ENGINEER ELEVATION - PIER 1/40 _ ELEVATION NATION w"""~" AL "'""E" BAKERSFIELD, CALIFORNIA W.A.M. iTRNCA,RAI. CMl ENp mama STRW CITY OF BAKERSFIELD K-6 z M%WrR►D. Gu~rORNIA MW { F6 PIER REINFORCING AT ENC ;ING AT ENDS 1/2" = 11-0"i ~ ~ CALIFORNIA OF i PAX ENGINEERING DIVISION 3smuffrs 5 HI I:I nWN1 SfpOxf 100100 ~1-OI' A/.IT.S. OSC-W OtAIN~ TRAVC4„1-&,p i✓Ay - S TOP ~ BoT. TYPE ZG CONC,fETlr 93ARR/BR SEE Ai+ 2• CtR. 3 I• ? 84JI.AR RA/LING l'-O"5r-Oll /G i4 Sq~ SEE an•s ~ ,.'~oRV. C. SCM UuLE I TYP CoNowr DECK DRAIN OPENING 7 REINFORCEMENT DETAIL NO SCALE e//•r TYPE 25 CONCRPTE BARB/6K ~F~ I 3-41~PV.C Scwrpuce ' I 40 CoNCuI _ _ . ~ ~2 - 5 • DucTS - rsl~S 0- i FOR LoN3 Rl/NF0RG/,V(3, SCC 2 7u Z'• 7n /3 \ 40 CoNVUI g~, _ ~ ~ / CjrllOl/! RE%NFORGCMENT I-TYPrt D-/ DECK OR~iN 7.7 ~ a~► Two. CO 1 / M TYP, - S T1aANS✓E! `Q ToFfBot/ II -'5 7-MANSvER3,F - V's a `y~TN DRAIN PrPE WC~.OfO Tp/, RQrNFORCSMENT G) SEc M 3/4 DRIP GRoovl~ " S6E 2 To 80-ror / OF D,VA/N Gox E /O o, c. SEE RO ROA , #S0lo,O.I000Nr.-1 I ee O.C. _ 1 N e RCAYOuT Raf FaAR LAYOUT /1 ~ CONSTR[/CT/ON ~ CONT. 1'4 I -7 .1 a► - - e T r~ 2 io N -i ~ CIO/NT 46f 2 - 1 J CoNT )i 47 v 1- I ` \ ~ \ ~ - ''`E3 CONT, TO TA(- 2 -C.ONS TRuCTrON tJOav T;IJ 4 ONT. *g CONT, - ~ ~ _ - 1°6R GIQ06~ a7,1 _ I~.~RrFS e~-_TYF? `O, 4MFi~~Er-Tyr! 'GI l~ !"V 6 7 ~ CD ~ ~.3, S CONT. -TOTAL CO ~l ~9 y L ZLiR_ AD OlJTS,OE FACE ONLY BG i, 34 DRIP GROOM -15 l2 MAX. C FL ORES _CO - 4111* CoHr.-70T.+c CoNT'e4 C' nvAx ~-_r 4+ i'MiN.C_ca:T_YPGALL _/NrFACE_3 CONSTRUCTION (/OrNT -t----~/ ~ I *5 See e 3%1'MAX, LR. /N FLARES U K- IN- ~~-HOOKS H OOK3 a 3. , • n,\ "b SLe•E ✓e C~4 ~J 14.O.C CONT h i Foe LONG RGN~oacEM6Nr,Se& ~ D.tAlN PIPES CONT. L~i2'iyAx. E• F STA/5GER B7• ~ GrROER RE/N/rORGEMtrNT - K8 ~BOTTOM /Q(/NRO/tC~MCNT i I I 3' 9 Ci .3„ 9„ 1 - _ 5 GIfOER SPACES lT fj-31- 4/1-31, N. 773. I @TYPICAL SECTION 1 /2" = 1'-0" '(NO LC (NO LONGITUDINAL CONST. JOINTS ALLOWED) I v /6 =61 Fc. l~-Co F%7- ARE lac-~FLARf _ c ~cn TYR 3 (fi "Vol ZA \ IG-E FLARe p 161-6' FoLAR_t lP TYPE C'i; 5AkGOG( OF D(CK Sc..r~u.c 40 ~c TYI! \ TYP, \ '41~AP. UC. Sc NLOaJC4 ~O CoNOUi 7-3 ~ a°TYP_ all , O DEw L TYr- s7• \ - _ _ ti S, k , 2-2• PV,C.ScMtav~s 40 CoHouirs At?ovs ~`~-Trq P-JPCGrr- Y 1 ~/NOICArES AVIAVIW OF / Ae~~'rMENTl /QI-Oll -TYr DRAIN AQOliE-TYr % FLAReO G/,POlA //V /Ncmdrs $/DfWALK -2 S °DuC rim +l• CA^PHc :°'AaUTMENT CO 2Z-OII-TYR? i - -Y ~ r 8 TYP C' A ~ \ TYr! ` _3 v +ROr'R S '871-1 TYr! r B /'~•~TyR-- ~ TYR ~ / ORA/N \ 1. - `A Li `TYrE zS Eec,aeOr' DecK \ DARa/EIC \ VF RIVER BRIDGE TYP. SECTION AND GIRDER LAYOUT DATE OCT. 25, 1991 GIRDER LAYOUT 1" = 10' r' COFFEE ROAD B DRAWN a, RIDGE T.V. r110JlCT ENGINEER OVER KERN RIVER FROM TRUXTUN AVENUE TO BRIMHALL ROAD ART MOORE MARRENJL UlpmER D[i10N ENOINE[R s °'61M BAKERSFIELD, CALIFORNIA W.A.M. nwa#xA[ •TIIER - '""°'m°•C'x..n."N'A'~°' w~owc~m CITY OF BAKERSFIELD K-7 CALIFORNIA BLUEPAW MAW" 10400 t` ENGINEERING DIVISION 358 I <0 16, ISY/•~1METRICA4- Aeoc -r SPAAj -o O '-O \ to \ Z 2-'~`IIS CON *S N \ N /'ill CANT, -NO L err, :CWT, -No LAP-0- \ - ONLY WQ ONLY WeL O SP&/ces /IR'E AC PTAbi,t. - l I \ ~ l l 12 / 2 l3 2 `C OF ExT GiROiR ~ 0I W I~ /U- IU- MI6 \ ~ o /6 \ 13 0 9 13 IG 1613- 20 7 7 \ 0 /9 r8 7 -ZO ?l -77 !G - 7 17■ Q U f7- - GiROfa l/ ! 14 i0 11 310 ~I } ~C /N TaR/OR GiRgER ~ 3 9 9113 20 7 7 /G / IL f I G ~ l2 ~ 19 8 ~ i -I 7 ~ . 21 7 77 21 21 W 18 7 7 O / 6 7 7 lis 7 F9 _j 'C CF //'JTER iOR 14 \I~ 10 IG u u ~ Ra~,.t l/ 8 B / 4 ' /4 /I QI~ 12 13 \ - - - - _ - - _ - - 13 to - - ,c Ira fl- ~ -!f y 13 13 7- G 9 17 9 LAP-TrP;CAL R5 S TOP REINFORCEMENT NO SCALE KALE V l 3 a. \~C RE'NROtcftirENT r OR SPANS 4 5 5 z lp \ SYMMETR/CAL ABOUT SPAN 3 l{ % V6 T5 ' A(_C OF PL w ~ EXTERroR GiROER W If CONT. -NO LAPPED \SPLICej Fors _,"eSd BAR3.0NLy OV, \(pF0 SPL,r-es AR( ACCtPT'ADLE. \ Q EXTCR~OR G/RDER Cl0 2Z - - - - • 25 -13- 21 l9 momr o~ 7 \ Z7 I5 24 \ f8 -24 I 8 ?6 28 W r 29 30 /4- 26 10 W c?B lO - 28 'K T vF HOOK A_r 25 _ 25 Ig 2 Evo3 C~ *G 28 I'13 /G 26 22 21 21 - 21 _ ~ /N TCR/OR G/BOER !o \ 22 Tie HCoK/ c'I - 3 J~S~ '-l3 \ 27 9 l5 Z4 -c'I 21 - 2/ ~I "Z4 3 -/5 l4- ?4 \ 2% It, _~~?g \ !O _ 28 ?G ?~W 11 ?8_ 3 _ /O /q \ 29 7 14 - 2g - 25 18 Z5 18 28 /O !e ?8 u i s~G 28 10 Z2 \ 2l 2c 2l 2G 21 1G -26 W Z1 C G~ROER 2b IO 22 21 21 ~1 2r \ 22~ LAP-TYP/CAJ_G 7°G /s r~ BOTTOM REINFORCEMENT 4- v NO SCALE F1 `w. 7 RIVER BRIDGE GIRDER REINFORCEMENT OCT. 259 1991 NOTE: COFFEE ROAD BRIDGE DRAWN All Reinforcement #I I Unless Otherwise Noted. ~ T.V. Numbers At Ends Of Bars Indicate Distance In OVER KERN RIVER FROM TRUXTUN PROJECT ENOINEER Feet From IE Pier For Top Reinforcement And S AVENUE TO BRIMHALL ROAD ART MOORE WARMEN A. WKNER DESIGN ENGINEER Span For Bottom Reinforcement, {TIMMPAL&Oft000**WM BAKERSFIELD, CALIFORNIA W.A.M. 1?" OAK STREET now* M" xw" CITY OF BAKERSFIELD K_g CALIFORNIA SLUEPRW1 SERVICE 1001 ENGINEERING DIVISION .35 vE~;fr G3-ii=4 s 41. _ _ 8v -4 it6 5E ; - - 413 7 J?-,RRu/-> ~Ayou' ~~Y'MMETR~~AL 9B~uT OF Tr, s SPAN" SrANS ✓ARy-SEE 'cOun,O, PLAN K'3 j TRANSVaRSi CON ST, ~/O/NT IFRE,Q/p-SEE R/ / #B CONT 7 lNo LOMG. CONST L/O/NTS A«oA EG, #BCororTcr2 ~ 1! it ftt I I ~`2-~4c4/~" y j-\ t 1 4 C~ ~?~I I 3 i SEE T)'P/cA4. Secryo TYP/CAL $BCT/ON I i i TYl' 8~ ! .2 SPAN L ENO"H 87/~ S3 ~ - 24 MA x 4 /C C io 2 S S~ ~ a -1 V-I 8 /2Qip8 5~" G~ t2 I7 624 VfAx. UGC-'/?+/I 0 9 z'9_' ~GC~~2?` Z4 MAX Z-V Y GIRDER LONGITUDINAL SECTION NO SCALE I A MHe,,' NHL Q ~SYMME TRiC'AL U ~,J ASOuT E SPAN .r Yl Y-VN" c d,CAL ~ Q O _Q aROF/CE LINE 601 rG Aaur 1 _ Aeu7- 6 z ? ?I t z i I F'ER Z y of (\j z 2 Pice 5 P'EK Z PIER 3 PIER S PIER 4 f)l CI Structural Concrete, Bridge I)j Structural Concrete, Bridge Foundation LIMITS OF CONCRETE No Scale CAMBER DIAGRAM No Scale PAY LIMITS OF C Does Not Include Allowance For Falsework Settlement. The Total Deflection Will Be Reached About 4 Years After FalseworkT-~- c o Removal. For values At Time Of Falsework Removal Divide Those \ \ u Shown By 4. i H ~ Z m New 2'-0" Rock Slope Protection Or Broken NEW ABUTMENT _ Concrete Slope Protection, Se_ \ 15'x\' o F tC \ 1 7 O~ ABUTMENT - W' W \ Il) IA \ L y \ f , l tD , \ \ EXISTING ABUTMENT I v 385 W.S. Elev. 383.6-- - .1 _ 7- Existing River Bed EXISTING SLOPE r-J1 - See e~ For Broken Concre 3roken Concrete % PROTECTION 04. Elev. 374.0' 1.5 Slope Protection Detail _ RIVER BRIDGE Ion Detail Or 1 ) MISCELLANEOUS DETAILS ogre 2'-0" Rock Slope Protection i Protection OCT. L~,v (Light Method B) COFFEE ROAD BRIDGE DRAWN T.V1 r. Q OVER KERN RIVER FROM TRUXTUN PROJECT ENGINEER 4' AVENUE TO BRIMHALL ROAD ~y ART MOORE wAR11EN ~ Dts~oN eNalNetR SECTION A-A ' N PLAN vrmaruRAttcm 0104s ~ BAKERSFIELD, CALIFORNIA W.A.M. "40W IM 3%4M CITY OF BAKERSFIELD K-9 SLOPE PROTECTION DETAIL NO ; AIL NO SCALE 'AX =4 0446" CALIFORNIA OF ewevnwr sanvicE 100400 NORTH ABUTMENT SHOWN - SOUTH ABUTMEN' ITH ABUTMENT SIMILAR ENGINEERING DIVISION 35t i } r I _ ABET. _ L J ~ 1 V i1 i ~AALL TOP BARS f'Ai TERNATE '~JT•r0/`^ BARS INTO ABUTMENT. .~i TO^ REMAWiNG BOTTOM BAQS SI BENOS Eivv FKOnn FACE OF,4 G!o Ti•-MENT OF TOP BARS ONLY" QO•S o-s Qo-s ; Vol Lo 6,0 c !O O. c, ~f -0 10 c - - - - - - - ("5 C, 'S C' 5O.C, TOP BOT ~ STAG (BCR) QD7 SEE K'7 AT ABUTMENT AT PIER TRANSVERSE REINFORCEMENT 1/811 = 11-0" +I 1 1 i . RIVER BRIDGE " DATE MISCELLANEOUS DETAILS OCT. 259 1991 COFFEE ROAD BRIDGE DRAWN T.V. OVER KERN RIVER FROM TRUXTUN PROJECT ENOZER AVENUE TO BRIMHALL ROAD ART MOORE WARREN AL MINNEA DESIGN ENGINEER srRUcnmacmm fk*M BAKERSFIELD, CALIFORNIA W.A.M. nu pAE ~TREtT &AXIMSMD. CITY OF BAKERSFIELD K-10 FAXPS)'E""' CALIFORNIA 35 ENGINEERING DIVISION BIUERRINT SERVICE 100400 i l ~2 ?e max. 1n locc P T- pile is Hook as /5 0 /36, 000 /6s. , A I fol lyp, ° o Presfress~rg SfeP! `v r l P = 130000 / . F,,c.c. = 0fo f 4to spinal Clearance to top exce I for anchor Pilcs except for 9ncnor oi/es Pr = 200, 000 /bs moo/ Of woofing. Pf : 200, 000 lbs. a ' Pile cufoff 0 J As c 0. 92 s9. in min. for lesll;79. O t 45 = 0.92 std. /n, min J ~rrmm. WB wire S,Oiral FFF 141 113 Option/ coup ler, T YpE It h A i z "T YPE I T V PE h ° SECTION A-A Spires/ wine ti $ Pre5fressin9 steel 2-/% o H. S. steel rods, 135'1700A T - 6 / threaded cD bottom, passing, through /O "o hole in 6A4 *o 4' NOT IN CONTRACT ~j Lon9ifudina/ reinf. x 2 "H S. steel ,o/afe and anchored wifh hex nals. ~o - 2" ~~JSECT/ON B-B /Vo le ANCHOR PILE CONNECT/ON .4 for lapped splices, spiral reinforcemenl /IDII sha// he laoped of leas/ 80 diAmel'crs. 2 Spiral reir2/01_CCrnen1 al lppoeo'so/ices and of ends sha/l be fcr1721i7afed by a /35°hook Around lon9ifudinal reii7f. - f PILE SPIRAL DETAIL No core ~y b S~GGCe /r; OCCor with p /an de/a 07 p /0r1 dcfAi/s a 3 I Top ofLopd fc op of Load fcsf,oile to be smooth e level Cu/ orl p~~/cs offer EL E- VA TION le.511n9 fo provide No Yco/c embeo'xnenf in ICZ Pi/e cutoff for fcs f1n9 accordance wilh o Nolc : P/An dctvi/s ~ Wafer surface or All oi/cs precosf ,orestresscd concrerc . / M, T ~6oftom of foofi~q. Pf = Preslress Force a`fer losses NOT IN CONTRACT `o fc '(0 28 days ,7000 Presfress Sfcc/ fo remain exfc &l,hy f~i R transfer' • 4, OOO,os i info foo/in9. C tz~ C v RIVER BRIDGE v DES16/1/ L0,4D/NG /00 TONS. 4nChOr piles F PILE DETAILS OCT. 259 1991 Concrcfc in Class /OD C p1lcs shall DRAWN contain n o f less Marl 752 ,oo ur7ds COFFEE ROAD BRIDGE of Cerr?er) f ocr Celb 1 c yarn! L oad lest o ile of/C " i OVER KERN RIVER FROM TRUXTUN ~~a+[oT [NOIN[[R ADT V ADC «k J~ AVENUE TO BRIMMALL ROAD '~J/WARREN A. MINNER r.... 1c, 5&1a115 are the same for both Class /00 LOAD TEST PILE GROUP )UP sTRUCTNIIAL[GYIIENORYE~ BAKERSFIELD, CALIFORNIA And C/ass /OOC,oi/es un/css nofcd ofherrvisc. , /Z o IED,,,,-was CITY OF BAKERSFIELD K-CALIFORNIA 35 STANDARD DRAWING ENGINEERING; DIVISION ^ lO Rev rod length State Of DIVISION OF STRUCTURES R1DGE No. [DRAWING LE NO. XS'IQ'~JO DESIGN M~dSL •~/~fl C'h'c4r1 N w1~w. • L. APfw+.~.l R/c+,mrrnvnri...i 8, C CALIFORNIA STRUCTURE DESIGN ATE DETAILS IRv A. t`AN✓O /e6 O2 Added info 5/86 ^^"LL SUBMITTED BY /id.J¢".ftn '/pV .oo•nr.a 6, q8___ DEPART] rOST MILE DEPARTMENT OF TRANSPORTATION PILE DETAILS - C LASS 1 v C ea CLASS : Ce D ►AORCT fNUNf CN "CWSTCOfO CIVIL LNG' NCf" w^ ow.o" 1470k 6'&1 ORIGINAL SCALE IN INCHES FOjt REDUCED PLANS D C i RIMSION DATES 1►tiGIP•NARy TTACC.1CCT1 SK. IT OT 0 1 It 3 EA DlEre6Rrti prints beRiing evlier revision dates Ilk =au" i i ~ :J Y,. " 1~ Y ,:r. ' ± , s '.>tu 1 J, ~rt ~ . , li} r r - iW t, e , n.r r.d1' ♦ ! i. t .r 2 y • `'I \'a. 'l 5: a •fJl .f'~ .al !r'. Y~J~ A r,!''-1~'w. ~7. 't~.,, Y.~,~4p~ I~ r. ~'S.., . Y.. ~ f ' 9 ~F q. 1 rrj., y'; ! ' i. • C:' 1 : 4 fi l I . . • . Lvg. ~ . , : , :a^ ti -n>:(t ~J . 1' s' ,S' r `;d.• y a. A' .ti t i , 1, . "S b ♦~s ..L. ~ .e RT ..x aT! n :T . 1. o I - S'. ~ u f 1. .'Y... d♦"J.. f li M. r ~'t. l • G: 1P -7 h ~ 4~ a~`• •~tt .i-`r' y 'a. r j' • ♦ 1 ? ~ J ' L l' "G 4 . tiC p Y l A t 'J 1 f c .er. .r. .~..w s a. ..,.m 1 :':,...t' rL,. 1. v". s~ i.. 't, 't. 4n 4:' St, rf .-a 1 •P .'4 <A}'1'~: n., A >1•..,.: i. !r. '.^7'. ..4•, r:.n- a. .A. -fl• rK. T.A'. s- .V V. ..Kti~r ui.6 r t X11,). V'. 5.. :..r , P ,,01 ~•.,'.:'F ~ '.t .i t r .~Y =ni f. °r Y 1 J f +8-2 1 COFFEE RO ROAD EXTENSION 'A z PG B £ Power po/e A CW% corner Sec 33 T295 R27E - - - - ~ T,B M • SECTION LINE a+~Aerio/ pYclure point 7 Braun, Pa si//os, Wagner preliminary NOTE survey for Truxtun Ave. Elev.37790 No ground water encountered. PLAN - - 390 B-3 El. 380.9 pppp b - - - - -380 - - - - - - - - / (SMl Sem/compocl brown, line SILTY SAND Et- 378 / - - - 6 Estimated ground surface approximately s 102 r. 29 11 15M1 Sem/compocl, brown, line S/LTY SAND 50' west of section tine 14.10 Semicompoct, Drown SANDY SILT s .2.1 36 1 is 2r ---370 B'2 ISM) Sem/compoct to dense, brown, fine SILTY SAND rhl 6 14 2 i. 29 E1. 365.0 s Io o . 9 z, •o P Compact, light brown, flne to medium SAND 6' ti t_ PI Loose to cc ISPJ Loose to cornpoct, hol brown, line to coarse SAND 7C 9 ul • 2. S T2 9 33 ---scattered, fine grovel _ _ 961 '7, • I"• » ~ - - - - _ __.-3<JO :e (SP)Dense,/igAl brown, line to coarse SAND . I • so , 026 s 2 - D :T54 becoming dense. s 110 1 s s 2 2 Q l J `n (ML) Semicompocl, Drown SANDY SILT w/lh clay POP S u 2 2• s s go / NL I Gompoc I`, l NL 1 Gompoc `browner SANDY S/LT with some. c%- - - - - - - - - - - - - a r. „ - - - - - 350 - - - - M Ver still, brown CLAYEY S/LT with sand - - Is u c + wE 20 a 99 6 2? 4 • I 4129 F (ML) Dense, brown SANDY SILT with cloy s 99 (25211 25= , 9e0 2E° 2, ' 4 2, 2l 991 26. s o3. 1+0 1 zb •s _~ff IL - ~a ,.r l. TT 340 - - - - - - - - ' - ; J 21 j' erydense, /igAJ Drown, line to medium SAND RIVER BRIDGE wn_. nt S/LTY SAND_ i- DATE "JI 2, OG OF TEST BORINGS OCT. 25 199 /ML Stiff to very stiff, brown CLAYEY S/LT s , I.0 6 2 e s 25 (ML) Dense, mottled, brown SANDY (SPJ Tense /o very olsnse_fQAt brownylms /o mod/um SANQ DRAWN 3 961 29 9 9 29 I5PJ,7ense to v 330 i0 M 2 COFFEE ROAD BRIDGE PROJECT EN^INEER - - - - - r 1. 6', LAA F_%2 b 1 . 110 t 9I.:, 95 OVER KERN RIVER FROM TRUXTUN ART MOORE Very dense, light brown, fine to coarse SAND s 112 s s 0 • 2 9. .r ,812 94 10 -12-77 AVENUE TO BRIMHALL ROAD DESIGN ENOINEER BAKERSFIELD, CALFORNIA suosn2 n29•• 9 11 10• 9 -I• IDe am~TREET MOXONFOA k. ,,,CITY OF BAKERSFIELD K-12 - PROF/L E- 3 nl• 9.3 1023 •0 2 0 eD - CALIFORNIA o. 35 10-11-77 ENGINEERING DIVISION. G E N D OF B 0 R I N G O P E R A T I O N S m00RC bTADER llinsirs %o/oDir/e t_EGEND OF EARTH MATERIALS - - LEGEND onrA 0%0` GnCIStP PFPIFTRATIn1J TFST nw IMIA t Law III V UNIFIED SOIL CLASSIFICATION MATERIAL SYMBOLS CONSISTENCY CLASSIFICATION t Pion of any boring Location B•Ne• Location APPROVED JOB No. 177- 74 Pt OH CH MH OL CL ML SC SM SP SW GC GM GP GIN FOR SOILS Pohl K " Rotary boring Tbp half ftfv 2S B-No. 11961{T211[D CIVIL [IID1M((■ Me. M97 IS, is erta lobos I asonl■ Gnv6 as1l6 line, clo6,pe•ols ®Gravel OfpOrlic idler , Top hole Nw N-WIT still end clove $le1 end clays >12%toMe UXnMS >It•/.~M. <lXrnu According to me Standard Ptnstrolion THl Q Diamond core boring Moisture (X dry Sit stud I% dry wt) Casing Sample number Pushed wewmis Llpielimit 1,eew ems 50 Uri( hilt sus then 50 solids. me,, 'n s0• itcaeoa Grovels mwo lhea lOXdc«n6 - sole nettle, Is oma!IN thes, No4 sieve 11tocllen1s le r toe, Yee Wove Sand Will material Nt of blows Granular Cohesive density Ilbs/cu.") Sol Sisk of wmplf COUNTY OF KERN 10 (iniches) Auger boring Dry density ( IDs /cu.f►)- onflned compressive Blows per fool Blot per tbo 11 phic mprosfnf lion f rlaa trained sells Costs, pointy sells Yore them !OX Is Mtsa 1h« Ms ZOOowwo) -S Very IOOfe Very s011 Unconfined compressive Isaws theft SO XN emelyr ih6a No 200 stove) ( use ® © m of driving to trfngth (tons/s4 ft (Using a 140 lb hammer (Using 140 1b COFFEE ROAD BRIDGE 11t011eya11T CLASSIFICATION CRITERIA Silt Shale Sample boring strength 1tons/tqftl- 6-b Loose Solt Designates other soils to ignates other soils ffsls - with a 30"drop) hammer Willi d - - W one Sol - Cy 1,enlu then for Gill 0 t for sr, CC, apO3C tetaeo I a 1 ® Cloy Sandstone y Jet boring C - Consolidation Consolidation c s ? 11e •e K I 0 a 000 11 -YO Semicompoct still CIS d'°p' ACROSS KERN RIVER Direct shear f_s_L _ Confo►Inodf material charge f , o r d SP•Cie" 1,6161 or lead ast eeellot reevbeaals for SW Said t7. ®Sandy clay or ~ 1 S- Direct shear y~ e Gilead Y Gilead SY • a/Nrtyre 0411M 601" T Nas Of P L 416 Shea ♦ cloy.. Sand Limettorr 21- 33 Compact Vary stiff i Tess fill E - Eaponsion Esponsion Elevation Approximate material Change • a Trioalal compression Dote Unconformable material Chang, till LOG OF TEST BORINGS Y OC am4SC-AIIoflots limits above -A*HMelth ► 11,«/wM6a7 T - Trloalal compression ••d nn. c«~. Sorely silt or ~Metoftlorphlc 36-70 Dense Hard 0 2l/s •Corw penetrometer _ Ydwm eeNS a«Y.ra •0 Intl as clay) Fiat send end jesvdj ttm+t ravel slily solid rock >TO Very dense Very hard @ 2 y=C~ p~trometer F-1 18Y ALS. L SIHy cloy of 9.305 Silly cloy of Ig/»alt rock Dote of Dote : so Scale ~R/Z 10820 Doom Feb. 91/978 Drawing F'_. No. . el boring slows per toot VERT. / AO GnfctbYD.L.P. 0 ClosslflcUma of earth materials af6ea a au shear is based r lisle Ih6Nollee Mel clayey tin O O /D W'- to O yD m I o Rt6. l~ nrrw &A y/s 1- LNWp IYIT Iheuld nor 61 reMlfued to mm•ly laaonlery OMlypa eadee a e1064 ...i Reel ' ._._.-._._._.-.-._.-._._._.-.-._.-._._.-.-.-.-.-.SECTION LINE _ o REGISTERED GEOTECHNICAL ENGINEER QROFESSIOA, PROPOSED ass L. Pf,~gf ~~y PLANS APPROVAL DATE \ \ W SO z \ \ ro SO _ MOORE 8 TABER Na 674 rrn \ / CONSULTANT * EKp .1 .,UjS, 140 5620 DISTRICT BOULEVARD ADDRESS - jq OTfCHN%\~'' lF OP BAKERSFIELD. CALIFORNIA 933/3 OF CAoF \ 8345 B-1 \ \ CITY STATE ZIP 0 ^a/^\\ B -I \ \ \ 340.6 \ \ \ \ COFFEE R ROAD - - - - - - - - - - - - - - - - - - - - - - - - - - - - ` - - - - - - - - - - - - _ - _ - _ - ~ _ - - - 0 51 0 52 353 e e• 354 355 0 0 0 0 0 0 a 0 e o 0 0 e e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° . . . a 0 10-19-83 0 0 0 0 e e . e 0 o SCOUR HOLE o 0 0 0 . e . CONTOURS ° 0 ° 0 ° ° (PER CITY SOUNDINGS) ° 0 ° 0 0 0 0 0 0 0 e e e 0 0 0 0 0 e e PIER 2 PIER 3 PIER PIER 4 PIER 5 NOTES EXISTING 1.) BORINGS LOGGED BY COREY WALSH. ABUTMENTI D Q ABUTMENT 6 STAFF GEOLOGIST. 2.) BORING ELEVATIONS TAKEN FROM 1 BENCHMARK BY CITY OF BAKERSFIELD ELEVATION EL. 392.576, CHISEL MARK ON CURB, 36' LT. STA. 350+75 36' LT. STA. 352* LT. STA. 352*54 ON NORTHBOUND COFFEE ROAD AT BRIDGE, APPROXIMATELY 6d RIGHT OF STATION 354+30. 380 ED - B-I B-1 EL. 372.9 GROUND SLWACE 171 EL. 372.8 372.8 e ~actural: 'Gray fine to coarse SAND ` 370 r: SCOUR INFILL : Very loose dark gray to brown fine I 1.4 10 S 2 1.4 NSR Semlaompect to dense brown with red-brown to medium SAND, mlcoeeous Interbedded 2 14 4 with clean medium to coarse SAND 1.4 N 360 _ sw mottling SANDY SILT Interbedded with fine - - ,r SILTY SAND CO 3 1.4 II CO 3 1.4 I6 S I.4 6 4 1.4 S 350 S 9 30.7 4 S 50.7 ; 4 .5 y. S 1.4 S C SS `y 1.4 I1 C SS 1.4 17 340 _ c ss aft a.e Y, 6 2.5 4.8 'J. 6 2.5 6 144 SS - concrete fregmenls • 7 1.4 23 NATURAL : Compact ton fine to medium SILTY SAND, mlcaesous CO 1.4 330 d 1.4 30 Co r 1.4 Very stiff brown with red-brown mottling, ai Red-brown line to coarse SILTY SAND, 9 1.4 S4 CLAYEY SILT S 99 _ 15.5 a S 15.5 S S thinly bedded RIPER BRIDGE 4 rls L 1.4 2 5,1991 { ' 4 LOG OF TEST BORINGS DA OCT. thinly bedded 352 10-25-89 10-25-89 DRAWN 320 10 1.4 2 Dense light gray fine to coarse SAND, COFFEg ROAD BRIDGE - 10-26-89 PRojffCT OVER KERN RIVER FROM TRUXTUN ART_1 SNGINEER ART Iy0 E 353 354 AVENUE TO BRIMHALL ROAD DESIGN essGlNIAIR 350 351 [PR(DIF s MAVAMA.tItNfMMlI BAKERSFIELD, CALIFORNIA snwcrwAL & Cnw 6N~ A' ronACw" or* CITY OF BAKERSFIELD K-13 WtOMFRIAL1f011MAgp "'°"`"°"sil"M CALIFORNIA FAX 611111111) 11114-4111" 35 ENGINEERING DIVISION .NSST. LEGEND OF EARTH MATERIALS LEGEND EGEND OF BORING OPERATIONS MOORESTABER UNIFIED SOIL CLASSIFICATION MATERIAL SYMBOLS CONSISTENCY CLASSIFICATION Pion cony boring ROTARY BORING PENETRATION TEST IONb ULTING ENGINEERS AND OEOLOGISTS Loeotlon B N• Location • roe N. 589 Pf OH CH MH OL CL ML SC SM SP SW GC GM GP GW FOR SOILS Sende at. finds cle"lends Gravel•with rinds csa«er•wb ®Gravel Pool or H Rofory boring Nis Still end ssays Sle• end .Uys >12%fleee <7 fore >12'1{.fsaes <SXfoos organic n1af1K According to the Standard PanNrotionTsff Tbp hole elev. :.s' 8-No -123 1'~ LIeM lbelt er•efs, ere 90 L14040 Wyly sass 11h,1650 Seeds_,,,,41W So%&4, , Gravel s, awe the soy.d CMfu IT Q Dtomond core boring Moisture (11. dry wt.)- Moisture(%dry wt.)--- Cosa'g TophoteNev. ~ IrecMO. 4 aeell•r tMe Nee •I •t• fret ll•w I• say r Than Me• Jets. P~A ELLS M Sand Fill material Ne of Bars Granular I Cohesive Aw w~11u IIA~ ice.. IN,. set rumple number Pushed n. Aww.ib ~~w.....«T- \ ► I weeopm i oft a= w a ue~wwe-semis ea Ilse yelnN Sells C••rso gr•i"4 Sell. Isivel Auger boring r (td•rs likes e0x b small lot "an N• 200 Sloss) (Y•r• Mmr 30%is 4 •r Mrs No 200 Slow) Unconfined com es sit ®Stwle 0-5 Very loose Very soft p► Unconfined o«npr ..i~. si a Of sample (Ina,.,) (:I 1 T VI' DAIRtKSC ItLV • per foot Blows per foot ti! phb repro eat tion uear•roey CLASSIFICATION CRITERIA et •re ee G Sample boring strength (tons/sq' strength (bm assl (Using a 140 lb.hommer Using 140 10 of driving ro. elesrd sM• Cs- ~ rs•ror tb• ° for e° IS • iw err (o1°r s re a Deslpnotes other sal MUM a 4 0 : o ®oy Sandstone 6-10 Lome Soft © C - Designates other sotto t•af, with o swdrop) hammer with n COFFEE ROAD BRIDGE 04 er ° on °D 11-20 SMnlednpoet stl}r r .per boring c - CldorW° l Need s►- Cie" travel w good Sort ■••tiss r•pdremMts for 6111 lead SIN. Sandy cloy or Direct !heel ]low c-' - c t4 e . I re • 3o'dr ' 30 LZ-I- Sew seI-•rro.eors u.lro s•4.'4 w. Sir ►1.1•s• lose • clayey sand ppLlmesbne 21-55 Compact Very stiff __j Test pit E - Expansion 44 AT KERN RIVER S- Direct ,near L_ op) ~ Conrornlopls material ehorp. le . ec eed st-snvrq limits euw•'•' "no Wilk Is 1. pester low I. T -Trloslol cam ti e e E - Exponsion E l.Yotion Approslmoto material el'oan' C ur mr tw Sor* *III or Mesoma c 36-70 Denw Hord pr 1 es, (sill w slo►) rl.• Seri,.. n.• wne 2 Ve cone penetromeNf Il S - S*Wl of ea hole ton Date Uneanformople rnolis lot LOG O F TEST BORINGS t ~ eW •.s/ d w•I ravel ®sllty sand rock 0 SS-Sdubl• Sulphol• s-Sohlbl. sulpha. change 11 $1-SI*W THEM 1100110116 L04 UUMAIUES APPLY ONLY AT TOE TIME ° slow el,e• ! • ti ~ >7O Very dense Very hard • SI-SNw • ~ Silty. dMa ®Igrleouerolk ® 214 cornpsnstrometef CO-Co►►oslvlly CO-Corrosivlly AND LOCATION INDICATED. SU.SUIIrACE CONDITION{ B ° o F o p 14 p b clesslllc•t4e of Serf► m•1M•lo Shows w this Siloet Is Wed r flow 4spesllss esd y CT-Corr ocNon teals Date of Dore eo • HORZ. I"=20' CT-Compoellon test, EoTln MAY DI/TEA AT OTHER LOCATIONS AND TIMES. Blows to f001 Scale VERT. I"=10' Dot. cn•cllbIr [Dirowing l M IIMrt •Wld w M "!steed 14 imply beSreUry 0"11910 selos$ M sNtsd. g p .ice IMF 07W'"' '11777 TV-71"T ~f 1. f~ E GENERAL NOTES STANDARD SPECIFICATIONS CAL►!@!:B All construction shall be performed in accordance with the State'of California Department of I Prestressed I-girders will be cast in a level form. Transportation "Standard Specifications" and "Standard Plans," both dated January, 1988. 2. Pretensioning forces will cause the following anticipated cambers': DESIGN A.A.S.H.T.O. "Standard Specifications for Highway Bridges," 1989 and Interim Specifications to Girder Camber at Remaining Camber w/Slab Long Term Camber Erection and Barriers in Place 1988 with revisions by Calttans Division of Structures. 3' 0" (South Span) 0.742" Up 0.470" Up 0.217" UP LOADING 4'-6" (North Span) 2.516" Up 1.308" Up 0.043" Down Live Load + Impact : HS20-44 & 2-Axle alternate ,Including suggested multipliers to be used as a guide in estimating cambers and deflection from No impact loading on abutment, piles or wingwalls "PCI Design Handbook." Seismic: 0.3g per A-R-S Spectra > 150' Alluvium.'SEISAB-1" SHOP DgAWIN~ Dynamic Analysis per Sec. 3.21.2, of Caltrans "Bridge Y Design Specifications" Shall be prepared by the precast concrete contractor and submitted to the Engineer. The Engineer 1{ will review the shop drawings for general conformance to the design drawings and specifications. STRUCTURAL STEEL He will either reject or approve them. Precasting shall not begin until the shop drawings have been Structural shapes, plates, anchor bolts, etc.......... A.S.T.M. A36 approved. REINFORCING STEEL PRECA T F TR S D CONCRETE P1111,04; Deformed bars conforming to A.S.T.M. A615, Grade 60. Piles shall be Class 100, Type I or Type 11 as shown on the plans with a minimum bearing value of O Y CAST-IN-PLACE REINFORCED CONCRETE 100 tons, m m Lap Splice Concrete Lap Splice-See Table See Sections 90 & 51 of the "Standard Specifications." (All concrete except precast, prestressed concrete I-girders and piles) Piling shall be furnished and installed in accordance with the plans and specifications and shall 0 0 404-s Concrete Block rO-*I conform to Section 49-3 of the State "Standard Specifications." V BRIDGE DECK SLAB o a Class "D" (r c = 4000 psi) conforming to Section 90 of the State "Standard Specifications." Anchor dowels shall be cast into the top of all piles. Anchor dowels which are grouted in place Minimum cement 658 lbs./C. Y. after piles are driven shall not be used. 15= ' o ryp. Verticals 'y 40 7 Sacks/C.Y. of cement of "Type Il Modified" Alternate Details with 15% mineral admixture (see Specifications) CON ET COMPRESSIVE SMN TH Maximum slump 4" 4000 psi 0 prestress transfer 7000 psi ® 28 days La SPlice Concrete La Splice-See Table ALL OTHER CAST-IN-PLACE CONCRETE Minimum cement 752 lbs./C.Y. 40 es Concrete Block 40 I1a Class "A" f'c = 3500 si conforming to Section 90 of the State "Standard S 8 Sacks/C. Y. of cement of "Type If Modified" ( p) g Specifications." with 15% mineral admixture (see Specifications) Minimum cement 564 lbs./C.Y. Maximum slump 4- 6 Sacks/C.Y. of cement of "Type It Modified" with 15% mineral admixture (see Specifications) EM= Maximum slump 4" ryp. Verticals Required curing compound for all concrete: White pigmented Curing Compound (State Spec. Compacted fill and backfill shall be in accordance with the soils reports prepared by Moore & * Typical Hooks 8030-71 D-05) Taber dated February 15 and February 16, 1990. Compacted fill and backfill shall be placed in moisture conditioned lifts not exceeding eight inches (8") in thickness and compacted to a Corner Plans Intersection Plans Vibrate all concrete thoroughly. minimum of 90% or 95% of the maximum dry density as determined by A.S.T. M. D-1557 in accordance with the plans and specifications. Bar La Splice Lengths Class "B" Inspection by the Engineer of the reinforcing steel is required prior to placing concrete. Bar No. #3 #4 #6 7 #8 #9 10 1 To Bars * I-4° i=1o" Z=4" =,a 3'-1V s•otI- G"6'-2° Ito'- 0', Other Bars -9 s,8- ia ' 7 2 PRECAST PRESTRESSED CONCRETE I-GIRDERS ELASTOMERIC BEARING PADS *Horiz. bars with more than 12" of f y = 60000 psi conc. cast in member below bar. f•c = 3250 psi Shall be Caltrans Standard 3'-0" (for south span) and 4'-6" (for north span) I-girders conforming to Sections 50 and 90 of the State "Standard Specifications," January 1988. Shall conform to Section 51-1.12H(I) of the State "Standard Specifications." Pads shall be tested prior to installation. Pads shall be epoxy bonded to their bearings. CONCRETE COMPRESSIVE STRENGTH Radius of Bend 4 GIs NON-SHRINK GROUT 3 #Is for #8 8 smaller 4000 psi ® prestress transfer 5000 psi ® 28 days 4e'sfor#9,#108#11 a Minimum cement 658 lbs./C.Y. Shall conform to Section 51.135, Mortar of the State "Standard Specifications" with a required 7 Sacks/C.Y. of cement of "Type 11 Modified" admixture using the following proportions: EXCAV~ V: W!=_~ I - with 15% mineral admixture (see Specifications) EXCAVATION BACKFILL Bend 6 Mina Hook Maximum slump 4" Portland Cement . • • • 2 Aggregates shall be 1" maximum. Parts by Volume r_ + Offset size "x" Sand (100% Passing N8 Sieve) 3 Parts by Volume 1 PRESTRESSING STRANDS Water 4 V2 - 5 'h Gal./Sack Cement 1 Ir x #2 811 Sika "Intraplast-N" Admixture 1 % by Wt. of Cement P Ra lus*2 s #3 11" I. Prestressing strands shall be 1/2" diameter uncoated 7 wire low relaxation strands, #4 4" 151 #5 5 19 F. = 270 ksi, Area = 0.153 Sq. In., conforming to A.A.S.H.T.O. M203. TESTING & INSPECTION Tie or Stirrup Stirrup 2. Maximum jacking force shalt not exceed 30980 pounds per strand. O_ All materials, items and assemblies used in this project shall be tested and approved prior to being used or 3. Initial force in strand shall be 28920 pounds each. installed. Some materials and items will require a Certificate of Compliance be furnished with them. The d- r- L -b- -r ` Reinforcing Placing Tolerances BRIDGE ABUTMENT I. Depth: t1/4" for members 24" or less in depth. 4. Working force in strand is calculated to be 21160 pounds each in 3'-0" 1-girder (south span) Engineer shall furnish the Contractor with a list of all required samples to be submitted, tests and and 22770 pounds each in 4'-6" I-girder (north span). Certificates of Compliance at the beginning of the project. No materials shall be used or installed until 2. Depth: t1/2" for members larger than 24" in depth. 3. Length: t 1" 5. Prestress strands are tensioned prior to placing concrete in forms. Strands are bonded by written approval from the Engineer is obtained. See Section 6 of the Standard Specifications, "Control of direct contact with concrete. Materials". oR YERo _ 1- TYPICAL REINFORCING STEEL DETAILS 6. Strand tensioning procedures, in order of performance: All the work of the Contractor shall be inspected and approved prior to acceptance. Inspection shall be _ A. Place all mild reinforcing below prestressing strands. made by the Design Engineer, Project Engineer and/or their representatives. Written inspection reports ' l ki ' ~ I _I lr. B. Place strands in form, through hold-downs and in approximate position. shall be made. See Section 5 of the Standard Specifications, "Control of Work". . Place other mild reinforcing. GENERAL. Nn'1'FS BRIDGE PIER C. Anchor all strands at one end of form. Anchor hold-downs in position. 458R£vlA7-, cAj.5 °1 [ 1 D. Tension all strands to 1800X load to straighten and align strands. Check Typical Details and General Notes apply in all cases unless specifically shown otherwise on the clearances and strand location. Center of strands to hold-down tolerance drawings. cG G e'/41AJAL GROuAlo is Where No Detail is Shown, construction shall be as shown for other similar work. No Deviations from the Design Drawings are permitted without the permission of the Engineer. F ~w vEO FiAli~N~p Su~F754GE ;r'u t C. Co. E. Tension all strands as numbered in strand stress sequence. Alternate All Construction Shall Be Performed in accordance with the Standard Specifications and any local G/" 10t..WAIe10 G,P.tD/AjG PGAAj6 after stressing each strand (1 left, 1 right, etc.). I I 1 41,11 ~.f 1 Gt:' ~ I~ G!=? _ LEGEND ~ F. Tension strands to 28920 pounds plus anchorage set (estimated to be Contractor Shall Be Re=nsible for verifying all existing building elements and dimensions shown 1800#) which equals a maximum strand tension of 30720 pounds. The on drawings. anchorage set has been compensated for by the 1800 pounds extra load. If Field Conditions Are Not As Shown on Drawings, or if interferences to construction are Cr {n/ /QN ~iO// ® STRUGTUE'.4L E)<CAViIT/fir., Anchor strand at this load. discovered, Contractor shall notify Engineer before proceeding with work. STIPUGTuRAL 5AG~14G , 94 G. When concrete strength is adequate (4000 psi minimum), transfer Roar wAY EKCAVa710n/ GENERAL NOTES & TYPICAL DETAILS DATE pretension stress to concrete in reverse to tensioning procedure. Release iPOAOWAy CMdMJK,MG`N'' T. 25, 1991 strands at alternating locations ( 1 left, 1 right, etc.). RETAINING WALL DRAWN COFFEE ROAD BRIDGES T•V- OVER KERN RIVER AND CROSS VALLEY PROJECT ENGINEER WARREN A. WNW CANAL FROM TRUXTUN AVENUE ART MOORE '"11 MPAL&CNL OOOMM TO BRIMHALL ROAD 2 EXCAVATION AND BACK FILL ;,ICIAM~,ANIM DE8:; wN: SNEER BAKERSFIELD, CALIFORNIA W I11r1 PHONE IM) xww" NO SCALE CITY OF BAKERSFIELD TD-1 CALIFORNIA or BIUERRINT SERVICE 10"00 ENGINEERING DIVISION *"miffs r i t) STANDARD PLAN SHEET NUMBER l j r' DETAIL NUMBER a~n m cn ~ m _ _ ~ - - - - 4 0o V.C. 55'-0" 4& " EDGE Of - 9 PROFILE GRADE NO SCALE 5=0" 4-O" 3 LANES:^ /l=or=33=0" 4=0" 5 -3" i QMAIN LINK I k OF ABUT, 3 I RA/L,IVQ I OP R/W 'G OF AOu-r. 1 C" / 36- 656 .~Co,vCtfCTL PARR/ER ~ , r/eR 2 8G N- 77J. / 7 I TYrQ 2ro CONCRITtr SARAtAM i 1 7'8 Oro -56 E ox rl-i•6' 25 Hoa,zw_-^a COLS UR( A/. 773. 111 N. T S. N. T S- r OAfRi~I! 31 C/IAIN L/NK RA/r.ING CCNCRtTr DARK//,t Tr~~ 25 E ~`S See P~a&C,+sr Pa"rmessep Al i I II / i IL I rl'' I h t ~r ---,1 I p I -PRECAST -----{G17 •i--• 1C I~ , CoNcRirfi GIRCiAES O t I ' A G P,~ vi ova RETAINING WA RETAINING WALL i ROADWAY - ---I-- f~--- fs} ----Fig---- - - - - ^ i ALTERNATE BI ALTERNATE BID "A` - SEE SHEET C-13 i I I I I I I g r~'+T- ~ I ; ~ I ~rEF~ for OF .dtCSUfMbt/1" WA ~ g Ju Rr+sr t ABUT. 3 lBeraM To F wroB ABUT. 1 I CROSS K~acer ABUT. LC to ~o 6 C.ANAi- -;y, I 2 Scoff PIER 2 AT ABUTMENT 3G/,DATUM ELEVATION' 358 55- 3~ z PRd EAST PR6STRtSSLO erq b t- PREDRILL HOLES FOR PIER 2, CoNCnsT~ P~ s I ~ , I t c~ ,ss too I'~' m IL u CONCRETE PILES - CLASS 100 (TYPE 1 OR II) PILES TO ELEV. 358.55 MAXIMUM TIP ELEVATION FOR BEARING FOR BEARD c-I -f-i.- - [I ;--F 1-- - SUPPORT NO. SPECIFIED TIP ELEVATION PROBABLE TIP ELEVATION VALUE OF 200 TONS MINIMUM MUM J f ~a . c7 J Ld ABUTMENT I 348.05 343.05 353.05 ~r'5 K 10 C'E AT PIER PIER 2 339.55 334.55 344.55 ABUTMENT 3 348.55 343.55 353.55 TYPICAL SECTION V = 5' i ~76E OF FILL r l ' ` v • i t PELEVATION V = 10' /4=0' - 1- - FINAL PAY QUANTITIES Item No. Item Quantity ~y 40 =0 - REMANINer ~/Au TyP \ I k//N6 WALL - / h 1 Mobilization LUMP SUM - - -Top OF FILL 5 Of SsAt v/cePelt CA.- 4,-Top, O~ F~« 2 Structure Excavation 350 CY fr. \ Trt+a Z Co / ~a l-OI \ Ro+a d6I-06v I+- \ ` BEAT-r ~ ~ ~ L5: /MAx l _ - _ - 3 Structure Backfill 210 CY 4 4 Structural Concrete, Bridge Footing 140 CY \ \ - _ - I 5 Structural Concrete, Bridge 368 CY 6 Furnish Precast P/S Concrete I-Girder (40'-50') 7 EA 7 Furnish Precast P/S Concrete I-Girder (80'-90') 7 EA \ \ \ . Ofi WALK 8 Erect Precast P/S Concrete I-Girder 14 EA j ' 9 Bar Reinforcing Steel 109,000 LB 10 Chain Link Railing 170 LF \ NEVIS BRIDGE 11 Concrete Barrier (Type 25) 140 LF 19 I 12 Concrete Barrier (Type 25A) 30 LF r) 1 13 Concrete Barrier-IType 26) . 140 LF All Piers & The Abutment Are *i } ih CROSS VALLEY M Parallel To Each Other For Both CAN L 2 \ MI I CO 14 Concrete Barrier IType 26A) 30 LF Bridges. Verify Skew Angle ToI F Y/ I d I 15 Horizontal Chain Link Closure 1440 SF /rol-0II Satisfy Field Conditions. m; e \ \ \ 16 Joint Seal 59 LF \ \ \ \ (Typical 3 places). CL 3 110 17 2-Inch Die., Schedule 40, PVC Duct 348 LF lu 1, t°o'O 0 ,0- 18 4-inch Die., Schedule 40, PVC Duct 522 LF O 34 O/OI' 0j 34 OHO/ /Type 75 340 42 1 - - - \ \ 19 5-Inch Die., Schedule 40, PVC Duct 348 LF - 20 16 Inch Dia., Schedule 40, PVC Duct 174 LF ` i4 0• APPROXIMATE QUANTITIES 3G2 \ Y / 3G/ r N 4°/3 ?7"w 3G a 21 Furnish Concrete Piling (Class 100) 710 LF : \ - -Tr„o na R„ , R/GtiT-OF-W^Y Mt. Irj... tern ~n Fa _ _ ~ St Su~evs r ~X --PROFILE GRAOE CANAL BRIDGE \ 110RUZONA16 Ch'.A/N LANK \ I \ \ ` \ 1 RETAINING WALL AND ROADWAY ~ Cco.euRi S~~ 2 \ \ ~1~ ~ \ CONCRLT~ BAiIR/LA \ ALTERNATE BID "A"-SEE SHEET C-13 DATE ~y M~ ~ \ TYPE 2S N~ ._ay GENERAL PLAN OCT. 259 1991 911'' COFFEE ROAD BRIDGE DRAWN T.V. YJ'~E~ A.'{`'~' OVER CROSS VALLEY CANAL APROJECT RT MORE EXISTING BRIDGE :~~rY t^'+ti, ' MA1111EN~111NNE11 FROM TRUXTUN AVENUE TO BRIMHALL ROAD DESIGN ENGINEER srnucTURAL ~ CIVIL INGMEM {+c t 17*60"STREET BAKERSFIELD, CALIFORNIA W.A.M. FAX CITY OF BAKERSFIELD cmi PLAN 1" = 10' ~.,r. CALIFORNIA Of, ENGINEERING DIVISION 35. AL VE►Rwl SERVICE 100400 ~ w ~9p~ NEW BRIDGE V 3 ~ is r W U~m t a 2 N n 00 Ec~e 'a Der- - - - - - = - ---INK- 71 W P~FCif/i f. V PRICE ~L OR SeJRVIY ft)I ?L \ 3G3 RI~MT~Of-W,y In 3q1. 1 -2 y 5 - _ EXISTING BRIDGE l - `I CANAL BRIDGE DECK CONTOUR PLAN 1' = 10' 11 ~ 1OI DATE • DECK CONTOURS OCT. 25, 1991 'COFFEE ROAD BRIDGE DRAWN T.V. P' '1 NOTES NOTES w~~eN A. MINNEII PROJECT ENGINEER ..(r ErRUCruRA~aACIM .MMf INEOa OVER CROSS VALLEY CANAL FROM ART MOORE Indicates Indicates Even Foot Contours ,a „SEX„,, TRUXTUN AVENUE TO BRIMHALL ROAD DESIGN ENGINEER -x- - --x- 10' Inters 10' Intervals sAEea PNONE (!06s40NE() OAU 3244M F3244M Uq~pt -x- BAKERSFIELD, CALIFORNIA W.A.M. Contours Do 1 Contours Do Not Include Camber FAX (M) W-3416 CITY OF BAKERSFIELD C=2 CALIFORNIA 5 ENGINEERING DIVISION SHEETS 9LUEPRWT SERVICE *00400 K~ 4G -O --Retaining 1 Retaining Wall & Roadway - a Alternate / Alternate Bid "A" - See Sheet C-13 12-4 //6 6-O` 8-O JJ-7/i6 p ~ / \ • \ fir w 14! per CVO 3=33✓q" \ \ k '340 0, J NEW BRIDGES 3 3 \ 3 V+ \ \ \ \ \ . \ 0 -10 - 1 \ \ O \ \ \ \ V O \ N d \ \ Noy o \ \ M \ i~+ \ V \ L9~ 1._ lul- ZVI" w C 27' y \ EXISTING BRd CISTING\BRIDGE 1 1 1 c~~ < < ' ` iI \ QD %A %A c \ V A'~ o N , 1 Y J U C xz'~ ~ ✓A i FOUNDATION PLAN V = 101-0" LEGEND ` ~class loo Piles, Precast Prestressed Concrete ef~u A• Gww~Iww ClwvsfiAn L-J OVllVIII VI raivuny a w v.•v.. Batter Piles (1:4 Batter) f Predrill All Holes To Elev. 358.55'g Pier 2 i - C F ANAL BRIDGE 01 ` .Y DATE 382 - - - Existing Contours FOUNDATION PLAN OCT. 2s, 1991 COFFEE ROAD BRIDGE DRAWN T .V. OVER CROSS VALLEY CANAL FROM PROJECT ENGINEER ' ART MOORE WARREN A. Mf "M TRUXTUN AVENUE TO BRIMHALL ROAD DESIGN ENGINEER BMXTURAL E CIVIL ENOINEEIIM nu OAK STRW BAKERSFIELD, CALIFORNIA W.A.M. WtER UD. CALIFORNIA IMI FAX (@X) teosf CITY OF BAKERSFIELD C_3 '"1 ' 3"19 CALIFORNIA ENGINEERING DIVISION 35s pr. 4 D'_ •9 C-9 -fU 1\ 'moo- - r-i•. _ - RE7AW1N4 AIAtl. TYPE i kllV4WALL .,,tl\. 3~~G c 4 5 % Z •5 C•5 N ~^//NG WALL / G U \ 4 , ~I E G, RorAt ` . 2 \ + -4 GPI rr0. C 5 i a s N \ ' Y A l3if SQ. X 314,ELA3TpNffln C PAO Lv Oc EA. G/ROCIt.45 ONO /r--TYP -PftccAsT T rR - P/te CA17. PAD 5oT TOM Su RFA'- B TQ i,Cr'- ` ° n PRES T'Rf SSEO CONC. ABUTMENT s✓~EPOxy LACE, - PReSTRESSCO CONC. \ y> J 131 14" So. x 14 GA.GAL.YANf2P10 \ \ I-G/RPdR -X31 SQ. x 14 ELASromels/c PAO 2 :y OF EA. GIROE.t. BGNO PAP V, SMEE'T' METAL. SE-rWEE~V \ /4L1lrri F G,stoem ANC PAO. Ave TGC4 f BOTTOM Su.GFACE To A6uTMeNT ~I WlePOxY, PLACE /4"SQ. X /4 GA, hl 1 GALVAN1tE0 S,-YEBT M6TAL COi DET`wc#N G/ROER ANO PAc,. ~I BCNO TO G/ROEFe ~'/Ext aoAy \Z 1\ \ u C4 O \ J^ . 1 :t \ 5\ 4\ tali. 5 Cs O~ \ \ \ \ L-I \ - - - ~ rN/.N C7 WAL L Aeut. 1 ~p, \ I G - O i iff Dowd a0C a 7~ ~ J a '4 5 ~ \ :1. n rp CONS ~G C0N-r. -TO rAi 3 \U'`~+ P~EC:AST 1°A'ES~'RlSSdo - CEAt W/NGwALL -CENTER OF &ARW PAC) CONr_ I ~G,ROLf! AI :0, ' s74 EXI*ANPeG rot. f JTYRaNE y ` I - (u ' AROUND fNO OF CL AS7TO^fCAJC \ >c SOUTH ABUTMENT PLAN 1/456 Gi.4JER t PAP TO KEEP AaurMEN r P/AP/-IRAam \ ~ 7 WAIL CONCRE TQA M/N/MUM Of O or AAAY P,rOM ELA.SrOMQ'R/G PAZ::' \ \ ~ / ~t PILes i. ~ S, x ~4 Eusronre.re-, ~~y{~A AJ. QoNP PAO E.Ra ro&I 6t,fRFACC To ABUTMENT IEpcmY ~ /4',S ca. X 14 tiA. GALVAN ZeZ 5HEE r MlTA4 GN &ASTOM(R/C /f J~\ PAO• COAT TOP OF PAP A`V' GREASC - \ BOND TO GlROER w~EPOxY \ CANAL BRIDGE DATIE PLAN ABUTMENT PLANS & DETAIL O CT. 25 1991 Ile Q / DRAWN NORTH ABUTMENT PLAN COFFEE ROAD BRIDGE T. VASOUEZ P" 1/4 0JlCT [NGINEER 1'-O" OVER CROSS VALLEY CANAL FROM ART MOORE c-4 ELASTOMERIC PAD AT ABUTN AT ABUTMENT 1/2" = 1'-011 ZRUXTUN AVENUE TO BRIMHALL ROAD DEMON ENGINEER "N A.NUMN 8AKERSFIELD, CALIFORNIA W. MINNER tW.MEM u , • , ns oAR srnEEr CITY OF BAKERSFI ELD lt4j -1AMERSFIELD. CAlIiO1MMA paD, CALIFORNIA FAX (606) 324.34,6 ENGINEERING DIVISION TL-:._. .1.,.. i..n.. ._....._-4.,.r~...a1.w.L~..:r! v.l ...i_. u at.•~...L.i•3w.iu~-ti °vN'+_~.,....--s,q1 n. -.,y~.`_L1.,1'., i1:Le~::Ye.i..'...'`_~. AA,l-a'iiF'- ~'YL_.1.u.....' .a_L."'~If_~Li.. _ WO' IDAbut 9 Mrs. - - - (o' " v but. t Abut O• Cho/n Link Ko1/in9 SeH C-7 FOhZ DG`C•c FCEiNFORGEMENT 7= 9" v E. Side o,v Abut 3 2/' ` See Sheet 9l For Q►erv// 4= O' o W. Side ofAbut J9 i' 7" ~ ,Cue. rpwaCASr /°Resr~eESSen i~' O _ 5 -O a s c:oNr. CCNc. I GrRO/R 1 ID 7 9' Abut / = _ - ype 26A inside race P O 9 _ _ 5 Dowdrcs I~- T 4 TOTAL EA. I G/RPirt ° 4VT 4 7 I ~ ~O '.~-ONT. 3'TOTAL SOUTM ~ O s 4 -TOTAL -No e n-i a n~ Opts HO. o- l9 ~ 12 ~ ~ ! _g G Nt x5~`1~x/8_Ks•r_s~3~0'~= _ C /r. '1 h 3/4" CLASriQMtR/C Pao 'JCL ~--4' .Y • e ~ _ - 42 / I ~ m" ~ `o GALV• S,vr. M(TAV ( I e0 Aoo~i~"EXPANO[O Po -,e TO'f 1 e • CoA r ToP OF PApf _ W5 Foloo 47" %GRf.,sf 2~_4„ I r C.oNSr tjr, 7-Z 71 I CNAMFgrt #Lo Co~JT. X.71] 2 M- Ile 104 U -0/6- (c FEA•) - - } N. /V. <c HOR/Z T/6 $ L e O C E. F N Isom ~EMA/NOCe OF MM ~Cca' Tye h 1' DFTA/L $ff[ -e STRuCTU,fAC CONCRETE r4sROCi G) ' V ~9 I eo• ~ r T - ovG NORrZ. TIES & G"D c. F F 0 * CONT. -TOTAL G 5,• 04 D/B° i W r F * o T,eANsvt RSi a /G o.c. o- oats/da C~uraroE FACE - r(oo9' oAbut9 I - ~KZ I 1 ~7 f I~CRT, ~ IG O G.E F ~e . LZ_3' Structural Canawl ~ 1 r~SrRUCTURAL CONCRfri (~R/06E fooTrN6) r U IV'~ wl t I SL. ? - SS^/V'OR -A-,' 7C . -TOTAL <5 ~l \ 8 T,l'ANSVFRSE L° /rp'O.c. BoTroM ` O v T E[. 3'9 SE fair ti /-04 Tic 4 T/Es \--4#4 BARS CHAR Cq) S'-4"o. L~. w c. 1 Q a "o, C. -SEe QtTA/L SECTION 1/2 = 11.011 Q6"o. ~OrVBLS-TYP , - _ - - - 06, Con ELEVATION 1/21c' &WINGWALL -o' G'- O of B~ EXCEPT AS MOOiR/EO I-5 ON ~ s SreEr r q• -5 SECTION 1/211 = 1'-0" Type A Boi~ier T •SCcrt. W30-"lp/p' # - DowE V 110 . L ~ ~ /O Lb►nt. -P Tot. Of TrP HooK v Z z At& ~ E... FACQ CURNfR DCTA/~.S 1 II 00 -140 9'WOVA&-f ! -#4 C.ORti'GK DATA/LSJ S/M/LAR TO BELOW' IAELOW P \ 0 rG~7 ~ .7 AV,¢9/8' D J/M/LAR TO BLLO/v Co, OR e" ~r. F'FE r P4ESTRES':eo ~ Of/f3/dQ ~C6 Q EA. Fact ¢ ,rte up Aau-n 19 3 i O l~~fIBUTME/vr143 m~~ - l \ \ ~ -d Pow ~ Powacs _ oc @/2 "o. c. Z •q ~ (;§ECTION 1/2" = 10-0" Z ' Z~9,5 BAR CHAIR DETAIL o.. NO SCALE 7-/Es ev l6" HoR/s. \ ~6 CoNr. - 3-Te IG CON. - 3-ToTA& SourN ` O 4-ToToL Aooivr r ;;rG Lao 4 /8"@ABur. l ~ 3 O nn ra o"- rD e i/ ~ `y\\ 11 o. 1` \V v r L*4t Un_I 4/6c. CC U C If3"o. c. \ 'nth DowF~,v -7 71~ 91o.c. (S Asu r. / 9o.c.SASur. ~ 7@ 9;o .c, @AeuT.1 " TYn HooK 6 TV c wAaur.3- °.`.d? Aeur.3~ CANAL BRIDGE G 9 o, _ ~wAeur" 3 DATE #5 -6 Tore, ABUTMENT DETAILS OCT. 25, 1991 COFFEE ROAD BRIDGE DRAWN T.V. ~l G c3 /8r ~ti Adur l #5 ECT 1 Con~sr, L OVER CROSS VALLEY CANAL FROM ART T ~AO ENGINEER TYr MooK~ T~"~ ~ ~4 @ /8 < 'r4 C-j /8o.c.- o q/ T WARM A. WIN IN TRUXTUN AVENUE TO BRIMHALL ROAD MOO RE @ /8"o. C, DESIGN ENGINEER ll..._ GT11t1CRAUl l CMl 11M6»IE114 9"o c. SAe~T i 3 a*am$TUST BAKERSFIELD, CALIFORNIA W.A.M. wjmwan w. c^vow" wan la IM sm4m 4 5 CITY OF BAKERSFIELD C=5 c - SECTION 1N = 1 E-0" E "S SECTION 1/2" CALIFORNIA or ENGINEERING DIVISION 35~ BLUEM-Ny BEBVLCE 1OW00 ~F>CTTOM RF/NFVRCEMENT TOP RE/NFORCHME~VT CONC RFT6' DARR/~rf~JJ CONT, 7oTAL ¢ CONT, TOTAL la \ SAWCUr Jo/Nr L/usr Pq,a,~ / rO COM01111T0.4r rlOS 1-Y-dr-6 ARQI41q. ~i N/S / \ \ " ed✓LL ~ ..ONSTRUCT N/S -RTOP Of PCCK pORTrON aIf TtrR u ~ :tI,tt, Apr -rem Co 9 o.c. 4 - G ~°18o.c~ 2Jr-O" *`G r~ o C COMPLITiON OF rrOF 1 . - SAWCL/T 'T 4 \ \ BARR,ER L/O/NrS EXPANDED N h - _ry H PRC 270 SCALAN 6 CH/T OPEN MAx. THICK--/" POLYSTY-fENe 2 MULT/PART POC-y- \ \ \ NESS HAmOaOAIO ~ - UaETNAN6'. PROTCCT,ON ON CONCM&+& PLACC- A .1 .1 J MENT Slot' OR + POLY/TN YL ENE POA/rf -TOP II r ~ S`°ES 'fig 66-21 rPEA To HAVQ GcA:ao Su¢rACe i 3 54AL, 57Atvc64/p,0 CROWNED AS SMoWN - PLAAJ5, 5H7* . //g UNGOMPliS 560 W/O TH PU PLAN NO SCALE FORMING DETAIL 1" = 2" _o e6 1-54 4 -o' cc 7_0eA,' : J`>PtE ~.tirF ;'1 a/c;c~~! %NE'CUGN JO/u, -G SAWCUT & SEAL DETAIL 1" = 2" JrCLR. To 'rG IDowecs @/2~ 0 .3 CL_R, TO STIRRUP t) YMMlrR~CAL ~Dowtts C-~/2~% FUAJA.L ~EUflT~ ~cN%,/~uv/nr.4[ B4rE'S Gi >o G/kU'5 ?NQClUaHJo/rvT .4~G(./T ~ BR/06f-~w.4 rirzaui FORM AND SAiVCt/T r "AND SAPVCUT 6/O„V r I✓ TYP`•A l POLYURFTMANL SEA YURETMANL SEAL .SE :21 3 /~W5 CON T, Se Q7 FoR PecX 17 4 TO TA L O C-O ,l RH/NfORCC,NG *53 C1 Dcln+FL - 4 7 f ~c Z -094 @ EA. Z - Gomc AAt 1. t - G7,1l Oflt / -O,l ~5 r-- OWEL TOTAL g// I C E4, IROLIf ~q Con, r, - TOTAL o.c.OR C." c. To MATcN Nam/z. Ties SA-AC,NCs - , _ 4*4 T E Lw 60R G. o.c.1 Goof. ~Y/niYLfx 5 ~'!Y,C ► s ~Y/NYLFX S PY.C - xy ! A A ' L ~16RNA TLr AV/7'N PLAN 1/4 rr = 11-0" wA'r& 5 rop 1/5-31(a r~x STOV YS-3/lla ► • a : '4 r,& O^ pP..os,oe '•G 8o.c. Ole G O.c. HoR,z, Tics E. F II ~ ~M I ,Z'~CMAhvFiR A r _7\ 2 -G-~4 - - - - - - - - - - - :v rt5 Cp~vr. -Z To•rA,.- - 'ti 0v r 4*S.4. x 146A.GALV. 42, O a TO TA L--'~ I S r,t SMT. MarAL..COAT TO T_ _ , - • / oor PAO I G,aDH,e '4 01 4. A W Sam r ~ 36rr I G~acE,~ STE TCP OF ~~AM G RCASZ. "To GIQgr,S N Tn RoVlOE 2 0 :~LoPE 3'4'ExAxwoco °xP~ANOCO /~"CMA +fL/i O T LSC'~J` U.C. OR v INERT SPAGNG ~ 20/p ~ POl.y3TRENE AROUNO~ sTReve AMoLt Qo ¢ ~'~'/8'O. C. w//=G"LAP • - 54" 1 - GrR t7ts L3 -`~~OS v6ar. `_*r i, -i.- e,r . • °~l!' .a~0' c~. C.ONT, -/2 TOTAL r ,r @ EACH ENO /O N 4 c.c. vERT E. F oNT, - 12 TorAl_~ "•A'~JD EXPANGC(~ Pp~, YST KE ARouNc - SpE i i r r t 1 ~ , ~ CGN T, C o Hamr2--~'~ 2" { \-'"~oCon-3'°►O.C.0R /ep.C1 PLAN r CLR. I ` 4 - /C /3`Sq. x 3/4 tfLASM"ggle Av•SK 9 C - - - 6N 1( '*5 Co, -r. - 4 TO TA(. f N.TS ~r N +Y T >Nr.-4 TOTAL'--' 4(0 'blj-JI j' G-'9 c. 001 r8.•o.c., I ~ I " - v 'r4 T, as - Trr> d'`II CONT. -4 TOTAL-- cNr. -4TorAL- ~R.-Typ , Z C:LK; o Ho,e; r, T/Cs e-MgMFER J YAMFHR I(l ~ Y - f~- NT° N,T.S. i oa HoR'r. T/f s ~io 6,0.c. Olt Co os E. F I W j 'k/O C V6R r 9 O.C. i -GM ~G No/els, Tes cf8'o.c E. ELEVATION I/ERr, ~ 9 o.c. E F. ~ 2=6" _ _ PIER PIER REINFORCING AT END 1/2" = -0" i /G. (Nc~ S~L~cE~ / T ~f TiE9 La'8 U.C.MAk.Y/RT I C~ iPL,cE~ - _2.CLR Tp 4 TIES -T ::FE c-O COQ 0E7AiL Iy`~ ~ 9 O.G. HOR/L-SEE~I \ . y A 11 c 4' - - - OR Co"o.c. E. F ul .3 \ .0 dr 3 /8 CLR.7~ /O 8AR - - - - 4w 10 Vzoer (Z 9"a. c. k9i .`4 CROS8 Tits (g) c OK 6 o c, _ - E. R.(Nd SP'L/CE~-- SYN+MC~R/CAL /160gT OF P/ER h OI G Hom --HOOK OF AD✓ACINT CROSS j/ z, TIE S G O.c.E. F, Ties 7b FAQ/ EA,ClrmI 57RuCTURAI- CONC. STRVCTURA(. CONC. 6 Cavlr. -TOTAL 8 y /H ALT6gNArs JPAcEs i i~BR/GCiE FOOT/N3) BR/06E ~ BITwHIN PA/RS OA MA/Ai * r 1 BARS TO PRov/Of sPACS ri i LOCATION FOR C.Gnr•'-, OR PLAC/NG CUNCgETCT r 8 7eANS v rq l E IT* oR I ' r *"co "Yom, z. CoN T SECTION "A - A" 1/2" = 1'-0" Z - h C L R~ 5 C I is L /S 0.(-. L U w v SF'AC /NV r r J CONCRf T! ~'/CE~ ~ i AND LF /2"O.c. MAX. TgANS. SbAG%tiG •G CLASS . /00TY- Pe /rTPf I OR d-1 G CLR. (Hcol< AROUND TOr f BOT. MA-r) - N 5 s; ~ T Yrl TRANj. r8"O.C.COTTOM fJ) 5; I~O r rr r r, r B " . 8-Q 0 a-O - 8-0 8,-Qr 1 5'-o r I•Q *4 it " P/Le ANC Nom ___-r__.-_. _ - BAR fvA,rQ a 4-co.c. -Go.c. QowCLS- TY/? M14 c,,.,... r ,n /~.~,•ti,kll 11 . Cg T^/L „ CANAL BRIDGE PIER DETAILS DATE OCT. 25, 1991 ELEVATION 1/410 QSECTION :CTION 1/211 l'-0 COFFEE ROAD BRIDGE DRAWN T.V. OVER CROSS VALLEY CANAL FROM PROJECT ENGINEER WAMENA.UMM t TRUXTUN AVENUE TO BRIMHALL ROAD ART MOORE rmcnnu" a cnlx amour M ENGINEER "llo"ITRE=T BAKERSFIELD, CALIFORNIA °E"W.A W.A.M. wcaRannc, cALIroRNU aao+ ONG P"m m`) -0414 CITY OF BAKERSFIELD C_6 CALIFORNIA BIUEPRM+T SEPIME 100400 ENGINEERING DIVISION 35E ft10t.. ,,,y.N~r ,;,,.v:.r.:Ll~.a..~ ..~.#L]wfinW[Sa4ti...__.. - r - - o NOTE: SLAB REINFORCING SHALL RUN NOF HALL RUN NORMAL TO OR PARALLEL TO CONCRETE I - GIF NCRETE I - GIRDERS i MAiLrNG-SEE fe FOR DE rA,L 1 ~ I ice; C-1 l9 II 41~ c CHAIN L/NK CLOSUR ~S6i v - - - vv -A I it TYPs 25 SARR/ER - - COARS! BROOM F/Ni s w . q =4'/ \-_--T PLO 2G CoNCRET6 UARR~ER -4d ON ToP OR I-GiROieK 7'9 -T1~• OY4 QE'lP FvD`J~ 4 4 ~ i0 Cove core c 4 5 % ~ 5 5' c~G - SYMMLTRlCAL 21_4r I 5¢C'~'c i'0A ,MFGo f. i~~F Ae~u7. 2qo L✓`(r ONC, SLA9 G -TAT 3•:w„•, l-' rl "'~/~`J'AKj ~ ♦ - •jr6~,. . "1C' ! M~y 4`i TI .~.iG r ''v' Y.. Lk ,Uf Ir Q • S7IRRUF- SEE ~ CIO I,~ 9a a' J SEe e SIO Aa 6 , .Sa6 Bo- Fay Rcei 2-2' PY.GScN000Ut 121y' Q<% I 5 /l ~ ~ 40 CoN✓u~rs I GAyauT DETAIL ~ ° c , I I/ 7 ~ 4 ' i fC 7-AL I 40 C:;NOUlrs ,A1 rKAU ::TAt'Gtik'L 1 \ - J - - I r• I Y -FRG CAST PRE3TAESSfp ~ CONCkET6 r G/KG7dK5 pqA/ ~ . /FCL7dR s ,a:ir; 45 CALTRA/v':° tAN'L A QC I I 11 \ i j "i Sc~FOU~c ac 4,-&,. r v,I/ r~ tJG'k?N I GorvowT I ~;pAeJ - - . I ?At - NORTH SPAN SOUTH SPAN C-7 TYPICAL SECTION 1/2" = 11-0" ~34(0"- 7-),F, . --~5 ~,.ON T, .h',.?~~=I- ~-GNP G.R06R •~AK•y i--- ~ ~ 4-O ✓Ot~.E4 ` _ OF A~+c/ r. 1 \ ~ ~C F P/ER Z /--s3 PO/NT SfWAN = \ Q5, ~M S Srert / d N SrRU~T;ON cJ0%NT/' ~Ir4, r u I~Ef L .7 U I r- r- G ¢O'_ 6co6i Of DFC \ - -G F V.C. Sc.fou,-I 40 CONOU/T v ai ZG dARR/ER ~ - r- _ - V C Doti Covou S 3 4'~mP 'r almallF ME - - - 2 PV.C. 3C"PULE D CONOU/rS 21 -G -TrR~ I 5 DuCrs AP 1P -l x I-IOBt~~T /Co'-O'-TYP 1AIMV-4ECIAre- ki- I- Ilk G,RO~e G i Rae c STEM L- i;fiCE~: - I '2I SECTION "A-A" PLAN - DIAPHRAGM AT PLAN - DIAPHRAGM AT CIA END GIRDER INTERMEDIATE GIRDER Otraic - \ TYP. CNSTRUCT~ON ,1- T N - _ ~ JOINT ,0/ApHRd M Q lNfOk'C~MEIr BIIRRK.c - 1 Onv,rEo Fo e BV P. - - - - - - ..l o o rs F.D iOk'/n' T B~eR tR I 1 Ca a° oMi?T F X 4 - ^J l~4rV6LS PL AC LO Cd-ARiTp OM%TTEp ENO GIIRDEkS ONLY A TMROUGN ~r~A ' I FoR CLARITY ~ yCrjCf FQRM(D ~N I ~ ~ /--LO COaG. SLAe'~ ROE4 HGL~. NaT Be Gom.rap CONC. SLAB 1- a _ lUttO r yd 1vfe;:.4 / ~i ri. - ~ - ~ _ _ '..ri 1 ~q,((e.ry a, ~T Oia,~Nf.t~n~ I 1 n I - -N i('! Aeui 1 t Anus. 1 SOUTH SPAN NORTH SPAN (lt C: 1 M rrEp FOR i►~~I F~ tt, A lay 75epe 2'.5 43AR Iek D~ 3 GIRDER LAYOUT )ER LAYOUT 1" = 10' CANAL BRIDGE 9 "INTERMLDMTE Q/APMRA3MSJ a b I w~ " " DGT4/L 37 MIDSPAIJ -TY~ ENO G/RPBRS ONLY } %N(~ BoGT ~A L`3GME t - ENP G/av6a SECTIONS, DETAILS GIRDER LAYOUT OCT. 251991 A `r ~TT°M oF'N'eR^'~°'A',r DRAWN QBTA/L ~ ' •'~-TFgA: ~ JfA,t, .:,~A ('G Bo rTOM OF iti raR A Q /N TG+t Mf[~/Ar( D/ApMR.'3M5 . ELEVATION COFFEE ROAD BRIDGE T.V. 1/~MQApM ~'N'fN d *3 (opir4T TPAAJ - TYI! L OVER CROSS VALLEY CANAL FROM PROJECT ENGINEER ELEVATION _ ART MOORE NOTE: INTERMEDIATE AND END DIAPHRAGMS wcn, ~ ~avlMin+ o.~+aA TRUXTUN AVENUE TO BRIMHALL ROAD DESIGN ENGINEER )IAPHRAGMS sr BAKERSFIELD A. 7H ARE TO BE PLACED 5 DAYS BEFORE FS BEFORE /~',~,~«AA5Z-6 Ikca "Nomogram, , CALIFORNIA W.A.M. NORTH SPAT! SOUTH SPAN PLACING DECK SrEe~ ~~x,r ftK u w, w"M CITY OF BAKERSFIELD C_7 r~ noa» CALIFORNIA TYPICAL INTERMEDIATE DIAPHRAGMS 1/2" = 11-0" INSERT ASSEMBLY DETAIL OF SLUERR01i SERVICE 100400 ENGINEERING DIVISION 6N5 ...'so'ia._df .p A~dN .:anq i'-... r...~ '7.r.?':..~c.....4", r iSLr"'.14~Ori1-0~1^L'~s~^CCai17+a~.-N9rJ.6T ` - - _ ,.e.9e.rU , - C i - - - - - - - - r Lei - -K•- ~ $ ~ PResrRFSSI~ ~-PRESTRtSS/NG STRANpJ QM/TTEO FbR CLAR/T I I ~'C ' SYMME TQ/CA i- AB ouT 45'_ p514' + D I our-T Foa o,AP/•vRAj&M PLAN 1/201 ~ow~LS Q MroS!'~~N- z A B C-7 C -40 _ ~ ~ B - 2 DreA~EO SrA!ANOS 11 ~ - 1- -'F ~ L2 STALA/GNT STRAIN 03 I D 3 J,J 3-0 3-0 ~-8 STRAND STRESSING SEQUENCE - IT ELEVATION 1 /2" = 1'-0" ~5 Cc vr. To-r-AL, 4 CALTRANS STANDARD 4'-6" I-GIRDER 1 1/201 = 16-0" rr NOTES: 1. STRANDS TENSIONED ONE END ONLY. ~ -ro"c.c. 2. STRANDS TO BE TE NSI N SEQUENCE BEGPO NG WITH NO. , .00 I `JrrtANO HARI= Po/,vr AND PROCEEDING 1 NO ' ko / rrCLR. 3. STRANDS SHALL BE ANC D AT ONE END. M G /BOER 11 17r 1 8 TOTAL -4= oORAPEO _ ._I I o S CONT.- Tb TA," 4 C, 0'. LEcT rZ~- t SrWANOS `t ~STRANOS 270 K LOw -LAX -u O /p 1 J _ ~ IN 2°. OX L"LONG STt~L vG STLIL ( STRANO.S \74- 0 O - III ~/Guv. 8 TOTAL 1'I~ DR,~reO / Piet -G Z70K Low-LArC S7'RAN- _n I 7,r 45 ~9~- TG TAL 4 - EA ENO. PRJ76C7- 5ZQ''7 - 7~ Q /N 2 8UNCL6G GrroVPS u o I J I u u 0 ENp 4 Co,v r (4 STRANOS POW Toa UR DRAVEo M CyrItewR. SEE el.AvA-PaV _ o0 I ry e I ~\6 ~ ~ GROUl~) - r rp 1 / STRANDS \ /;,z, CLR:- ~ ~ ` 1 ! I TorA~ Z - - u - - I U 4 N _ - - • U, 'JilL r 1 L. / i 4-TOTAL ~STRAiCj' Hr i2 CLrf. ~ q eSTRA/6NT I Get3Wt0. C.G~ 4 - TOTAL yt STRAsa. r • 4 oozE IF I "I- r Z 70 - LAX STRANOS AX SrRA/uL'S I G, „ K I ~ _7 270 LOw-LA.c ,$„qA =.^'T SECTION "A-A" 1" = 11-0" K L Q W SECTION "B=B 1" = 11-0" SECTION "C-C" 1 1/2" = 1'-0" SEC SECTION "D-D" 1" = 11-0" i 8 TYPICAL PRECAST PRESTRESStD I GIRDER AT SOUTH SPAN - CALTRANS STANDARD T-0" I-GIRDER SCALE AS NOTED a C c G STRAND STRESSING SEQUENCE - F-I I CALTRANS STANDARD 31-0" I-GIRDER 1 1/201 = 1' 0" 1. STRANDS TENSIONED ONE END ONLY. `t 2. STRANDS TO BE TENSIONED IN SEQUENCE BEGINNING WITH NO.O AND PROCEEDING TO NO 12 ,•«r_2„ f /=ree•Sr~lESsiNG S7 w.vvo3 QMr- i .STAIA,vOS QM/rTCO Fnm LLAR/TY 3. STRANDS SHALL BE ANCHORED AT ONE END. I rim E F PLAN 1/4" = 1'-0" -Z vv~ r F'cIR Q/APM RAGNr G L~ovrFL3 C ~9 SQAn -TYR - 2 H SYMM 7R/cAA• Aeoc r r 11 - 1 1 I ~-E-vo ;JF G/BOER I - F I lo-kZ"4SrRA/6NT SrgANo3 1G -%2 j°DtAPrO E } 5, J $~-Qcs - ~G - ~2' ~DRApro S rRANas i _ ~r~ 0 /G TOTALDRAPEO U p` - - ^I g - pRAP60 SrRANOS T- _ - - - - - - - - _ - - Fd~c 4P-4 104 STRAND HAR^ POINT Zz 2 Z ` I Two OF DRAPED STRANDS S rRA/vo s i ELEVATION 1/4" = 16-0" r Tyi. 3"5 C:o&- Tom Tor AL 4, o e I N e -ter ORAr[o 3 -4 3 o.c Tor AL ORAPml'i 27oK S r QA N o.S 80 -r TOM aF G / R Dim 0 r q'. `fin 9= to I° ~.r` ~SCOAO'r Tof+Tore~4 ! GoLLECr ~tLfC/T S -Ai STRANDS /N I c Y0 I (V LOIN-LAX SrAANOS 1N 4 b r d~ u foTAL 4 E4. ENp. B<INOL/O GRGi/P.f (4 1.iTRANCS ' X 4 LO/JO $T6! b x 4 Lowe STere~ Pipe I o G I - -n S 1 ` PAo,Tec 7 FaoM ENp OF 4IRaeR , . _ PFR GR ouP) A DRAPED STRANDS AT HARP Pnin4TC _ C NA~IP I~/NTS ~ n P OF ORAPEp ST.t.wOS ' /%r 2;•. , CALTRANS STANDARD W-6" 1-GIRDER NO SCALE / t,erjmi ~~V E 4 Cowr. 19 ~cc a C- HARP ft 03 U ToP Oi ORAPfO ST r--- l c 1z p.C.vE,aT. 1 ti • - _ \ o G = CANAL BRIDGE i 30.E *4 Covr. 1zi~$ p Ifl - ` a_'1 DATE IO MO7YIL STRAiOMT o - ~Y SECTIONS & DETAIL! OCT. 25, 1991 0 -6-4 'z zoo pow-cAX o . COFFEE ROAD BRIDGE DRAWN T.V. - T-AAiGAfr 21 5'zI $TR. $TRANOa _ _ „ . 27pKGow-GAx CSR. 1~7 /-7 OVER CROSS VALLEY CANAL FROM PROJECT ENGINEER 4 5 tc.c a~ N w[M w ART MOORE - y *4 OR G o. c. 3TRAN03 io- srswn,PAL&Cr SWOMOM TRUXTUN AVENUE TO BRIMHALL ROAD SECTION "E-E" 1/2 " = 1'-0" 17HOMITRW DESIGN ENGINEER „ „ " 11 _ MUOAWI".QAUiOlE/1 UW BAKERSFIELD, CALIFORNIA W.A.M. SECTION "F-F" 1/2 " SECTION "G-G" 1 1/2 " = 1 _11 /2 1 =0 SECTION H-H 1 11-0 momac a,x4m CITY OF BAKERSFIELD TYPICAL PRECAST PRESTRESSED I GIRDER AT-NORTH SPAN - CALTRAWS STANbMb 4'-6" I-GIRDER ' C-8 SCALE AS NOTES CALIFORNIA of 35 ENGINEERING DIVISION ENElTE mulf"M1 AFMVICF 10040u j =~.rs.w.ns.:.=-,..uS~=..-~..sr '4'r , •JS r.,''' 7yA::~'.~~:"~'~...~."A"'„"-'r' ".T`FT7T.'„~" owl 1 i, RBTgaVrnG GVA~.L TYPC I- 'A" TrPC 1- ~'`.F K4'-(:;"C ,mss C' /6,6. C, vEMr RAILING NOTES do'-O N.T.S. SEE ea H,/Z, 4 E 9°o.c ~ 1. Railing assembly and chain link fabric to be galvanized after fabrication. j x4 6 19'o.C. 5- TO TA / *4 ~ /s, o, C. - HooK `e 2. Peen all 3/8" bolts. 7 3. Railing shall conform to horizontal and vertical alignment. 7 :4 U 9 o c. Posts shall be vertical. ABUT. I ~ C"~ 3V O.C. 4. All exposed corners to be smooth. B -0 (-ONSTR✓cr/oN JOINT 5. Alternate details may be submitted by the contractor for the ION JOINT Engineer's approval. RE TAIN;,VG 63 ~5_~o LAP l WALL TyPf A N TS -CotiS TRUCr!ON JO/NT Q rIa/NISM TOP Of FILL. GRAPE 1 1 E~. t39/.lo ± O; \ ~ l 1 two o #`6 Dow6~s C LCN6TI•+ C-AN LANK RArL•hG _ =t - . N @~s I ~ 8-O MAX. c 9 SECTION 1/2A = 1'-0" _ - - - - A r lve5 r ENO OF I 0 2 Q v _ Sour)-/ AQurmcNr NI F N - „ . ,1 Tve Q31 HeG DRI vCN F,r lF N6 CCSSARy 'aT 1 SPREAD FOOTING RETA;w/N6 WAS,. -TyPf I VA -TYPE [ I l ~4 STO, ? F'c \ TYr, -SEa- B3v rl=/21 4 x 4 -O'DowEC s C E t 38o.p5 -1-~ _ ~StE FOR TyR Foow*1 SARFAO Foor/NG -5'74P DETAIL O-C.- , /"4L 7-o 7-A LB l`Z P'IW -r!- •I r-I i 1t~ h~ -5'74P TYP Hr/2' SPRFAO FOATrNCs r- 6 t? c EL. *3 77.05' - - "--*4 U 9uC.C. ~:.TEN.i,O& BAtS BANGS /Y 12'-4qb& A/. ~,5 - - ~ 8 -0 8 8 . MAA. CT,aS, r EL;374~oL O.G.J x4.4'0'"0aaFt5~3C~"QC ,h'oeip, oNSreuerroN O 34 TEtiS,oti B~ a SEE RAic./wG 4 / NOTES AeovE rBo.C ~ ,q t9 k ,k x ~~o ~°.~c ORBC.C 2 ~ -'1~9 Truss Roo ~G G OR ~'c.c.- IN ENO PANELS 9 ' WEST WINGWALL ELEVATION AT SOUTH ABUTMENT 1 4" _ _~9 c 9 SECTION 1/2" = 1'-0" A . 7b,= O,c /'AR/~ ~fT i l STR P P6 Y~ OR W/NGMALL ENO OF CUNCRE -r----~~ I I I 3 .n K R f - y JA. X 2I, GA L V. CHAIN LINK END POST FASM, C M91.7H INTERMEDIATE POST c-9 CHAIN LINK RAILING DETAIL NO SCALE \ 34 "O 0" SLICING ~.lC,NT, ?yam S"a' ..712 T-Yp-- /d"SQ• A 3%411 0G CONT. -TOTAL 3 ELASrOMiR/C "Ap. A„ -TOP Q)w RAP£T d5aNp BOT-SURFACF OF r 1 Nr.~KTr+R ~ PAP To Poem W/ EPOXY G Dowtcs ID !2"6.c. TYP - 14"Sq. r4 GA. G C GAG-VANIreo J"exT Vi ` MerAC ON CLAsTOMLR/e \ IOAP. COAT To.• OF PAP /GRIAJZ.BONO To CA4.rAWA,v5 Srp, 4- 'STRESSED v' ' G I RDER PRGrGAST PRLSTR63SEP //yEPOx y I-G/Rpr-R CONCRLTs I C7/BOERS rROFRS - ---r-D,QI vEN F, T c - 4 - , \ Alt G/ROCAt I ` G/ROeR . -/B BOLT n CAi--rsANS .STP. n .~'O' I G/RPlA[ 3 / Pleit CAR 80A^09 9 POST HOLE DETAIL 1 1/2" = 11-0" 3 " ~e CARQ-AGf BOLT CHAIN LINK RAILING J14 "fx PAN dfp Pod. rsm eN r ARovmo ENO OF• ELAsromew/c PAP To A'crP to p~40-1 1 O Structural Concrete, Bridge PIER DIAPHRAGM AVALL Co/vcRC-e M/N/MUM OAr 3"A WA Y PROM 11115 ® Structural Concrete, Bridge Footing Footing EG.A3TOAMA/C MAP -T r/00 ~.5 L P ED Precast Prestressed Concrete I Girders ete I Girders . , ,O PLAN ' Ib 3 PAY LIMITS OF CONCRETE F ALTERNATIVE DETAILS NO SCALE CHAIN LINK RAILING CANAL BRIDGE MISCELLANEOUS DETAILS DATE OCT. 25, 1991 DRAWN ELASTOMERIC PADS AT PIER 1/210 BLUEPRINT SERVICE 100400 COFFEE ROAD BRIDGE T. VASOUEZ OVER CROSS VALLEY CANAL FROM PROJECT ENGINEER WARM LNPIMM TRUXTUN AVENUE TO BRIMHALL ROAD ART MOORE DESIGN ENGINEER s : r •"RXIMPIAL a crm Diallmo R{ BAKERSFIELD, CALIFORNIA W.A.M. SIMUM 04I.IFORNIA I= momw(W)u"m CITY OF BAKERSFIELD C_g CALIFORNIA or 5 ENGINEERING DIVISION 3offarm - .-.-„-----.-...T c..~.._ x•' v,~r•w~ "Rxa•s;,ar+1•' F„M'rg`+71~?, _ r fi r, ui :i . ~ _ /'2 ~8 max. 'f8x 15~0"10 1' 4 l'c/7am1c1- t'-------~I~_2 c%Al fo spi~A/ • 1 - to be in plocc - - when pile is ° Presfressing Sfcc/ Prestressir.q Steel ccrsf. Hook as ~Bx 15.0 / _ Af - 136, 000 lbs., P, = 130,000 /bs. , r¢gvirad to pro IrIfIdLde lot 41 /y/0 except for anchor ,oi/es cleoronce to top a Pf : 200, 000 lb s . Of footing. g T-7 P - 200, 000 /bs o As = 0.92 ,5q. In. min As 0. 92 s9. in min. Pi/c cutoff O ~ 33 for /eSting., l~VB `VirC S~pirp/ ti l'l~e min. WB wire .5p1ra/ r /-'3 Optional coupler e TYPE I T YPE II A A SECTION A - A Spire/ wire c; 7 -7 Prestressing steel ° o ,r'• ~ v WB spiral rein/. 011 2-H.S steel rods, thrcAded boffom, ,passing ! hook through / OB "o hole in 6 04"m 1 NOT IN CONTRACT x steel o/afe and o anchoreol wifh hex oafs. 2 ~ w Lonyifudinvl rein/. B i 0 SECTION B-B o ANCHOR PILE CONNECTION La No le for lgpoed splices, spiral reinforcernenf f: 0" c shall he /aoped at /easl SO diAmelers. 2 Spiral reinforcemenl al /aooeo'sp/ices and of ends shall/ be fcrm147Afed by 0 /.35° hook arour?d /on9ifudina/ rcii~f _ PILE SP/PAL DETAIL No scale S,eace accordance ,ccordance _ rvifh plan dcfoils dcfAils ~ a i ~Ad fcsf,oile to be smooth e level. 3 Top of Load fcs1,oile Cut offpl/c.s after _ EL E VA TION lesling to provide pi/e cut -Pile cutoff for lcsfin9 t j ~g No sco% embedmenf in C NC. 'r accordance with h~afcr surface or ~ -0w ~ - 6o Hom of foofiiq All piles ,orecosf prestressed concre~e . 6ofloI Pf = PreSfreSS Force (Q~tcr losses Prestress sleet fo OT IN CONTRAC f, f rv 28 days 7,000 1 rema M e x lendl,1! CANAL BRIDGE fci transfer' • 4, 000,,0.5 i.. info fooling. v DATE PILE DETAILS OCT. 25, 199 DES/6N LOAD/N7 _ /00 TONS. Anchor poi/cs oru►wN COFFEE ROAD BRIDGE T.V. f Concr'cfc in Class /00 CP1% sha// I I -V~~ F:i n oco ~oncc vei I Fv CANAL FROM ►11wso? [NO~NEEFl ww~~ conta/n not less rrlal*? / 7e laounC» v a of fwv r. - - - AM 1 hRuv r. wM ~ Ummm TRUXTUN AVENUE TO BRIMHALL ROAD DIQpH lNOINEER i of ccmen t ocl- cah i c yard. Load fest ,o %/e R 1710 o" smau BAKERSFIELD, CALIFORNIA W.A.M. wctnsne►o.utLtso"MUtlaot - ,9kads are Me same for both Class /00 LOAD TEST PILE GROUP w10HC IM) 3HISM FAl ADB)w4--wo CITY OF BAKERSFIELD C-10• and Class 1000,01'/cs un/css nofcd ofhcrwisc. i'o' Or CALIFORNIA 35 ENGINEERING DIVISION ! f, DIVISION OF STRUCTURES BRIDGE MO' STANDARD DRAWING I Rev rod length Staf Stars of ~ FILE NC. XS-10-30 DESIGN e~ C Mtm" -plfG CMe►ed R N Ate . • 1.. w App.ovd Reavemmena. ` I C ~ POST MILE [ Q O Added info CALIFORNIA STRUCTURE DESIGN DRAiOIS 5 /86 DETAILS PYA. sAlvao J/A(. ch"6.~c.Maedre B~ 60 DEPARTMENT OF TRANSPORTATION /110 - PI LE DETAI LS - CLASS IGC a CLASS ICa C' B, 9 •r t` DATE SUBMITTED BY 74-c&,' J¢",ren 3/0b DEPARTMENT OF 1[Cr CMG.MC(• MC GIf TC A[O CIVIL CM G,MC[1. M^ REVISION DATES 1PAE'_IDIKART STACC OKLTI Sluff Of -8-- - CU Dlrregafd prints be&Ang Barber revifioD darn '"1''r'+ o~•oso.~+A ciu ORIGINAL SCALE IN INCHES FOjI REDUCED rtJ1M! 0 1 : EA i 1 ~I ♦ T d t~ i 0 .s` I~ I L Y r r Cr 1 B-l B-2 B-3 COFFEE ROAD to .a mo,.l;r rood - ► - 6 - - - 362 - 363 ~ SURVEY C1 n 2 n r NO rE T3 .71 C.o7 ad of 60, t ,'v 50 E/ev 3d9•F.'5 1 PLAN iF Sto. 36(+ 08 Sto 163.80 - - - 390 El 36,70 Ground surface of(Z of Coffee Rood(proposed) t) B-3 E/ 3841 s Fill (S?) Loose, light brown A, fine C SfO 36f+60 (SP) Semlco nooct, Drown, fine 5. vL,) -SAND - - 11 [oo~~!! 4 B-2 1=1 4 " N) Cornpoct, light brown, fine El 376 d f (SP) L rght Drown, fine. SAND - S1L rY SAND ae S (SP)Lrght brown, fine SA VD VD (ML) Semrcomooct, green -brown, f ne SANDY 51L s u1o"r1,6 1,NL)Loose, /rght yellow-b,-own, fine SANDY Si wn, fine SANDY SILT if 6 z z (14L).StrfI to very strfj`- w,fh froces of cloy (5,114)Compoc1, green -brow,i, f ne SILTY 3.7ND I ;o - l 'gn r yellow - brown CLAYEY v 6 1=~51Lr wrlh f,-oces of sand sj . 21- --I 1-4 I-z~ ? I ( LJ~" r • estrff lrgh!),e1(ow-brown CLAYEY Si brown CLAYEY SILT (SP) Dense, ton, fine to medium SAND (s ne9 so • ts~ o..+~ t,•.A A >t brown, fine S/L T Y SAND " y (SP) Compact, Irght brown, fine ° _ - - - (IAu641' s = ! SM) Semicompoct, fight brown, fine SIL r _ - - - - - - - - - - ~ - ~ . • . YEY SILT 360 - SAND (ML Sfifl light brown, CLAYEY SILr 9 1 ♦ 79 ' _ HB+96a 1:,, ~ NO Sfrff to fiord, hghtyellow- !T'!r1e (SM)Gompoct, gray-green, fine SILTY SAND = 42 brown CLAYEY SILr s a.~ 1%~ • is ~i'=Y I l< _ fins SAND 4 (SP) Compact, light brown, fine SAND. . • . • Y` it 2IS ! 2.1 S 99.71e! 7 !S S as - - - - - - - - - - 350 2-7-79 - 6 Ft 4 li 9 977 11/4• 25 (ML Very stiff, groy - green CLAYEY SILT _ ~S 100 I !S 9 1 i[ - SM)Compocf lighlbrown,fine SILTY SAND. - 'me SILTY SANO.-"--- ~ Sao E L14. CANAL BRIDGE ' GWS 1- -8 11_4 i- OATS I (SP) Dense, reddish-brown groding to light rodin to light s RN zle Io t s erase, reddish brown, fine SAND LOG .OF TEST BORINGS _ (s 07eri z 9 t ! brownrfine to medium -SAND - n SAND 9- --------OF, e 2-6-79 3so COFFEE ROAD BRIDGE OCWN 2 1991 1o f • so OVER CROSS VALLEY CANAL PROJECT ENGINEER FROM TRUXTUN AVENUE TO BRIMHALL ROAD ART MOORS NARRENA MINNEII- BAKERSFIELD, CALIFORNIA O[•ION ENGINEER - - - - - 3 20 STRUCTURAL • CMk ENGWO M OAK STREET BAKERSFIELD. CAUfALIPOM NN1A •St07 CITY OF BAKERSFIELD C=1 1 11 1.♦ %_f J_ /170NE lEU•1 X24-•7t~ 2-6-79 - PROFILE -icE- I"Malne.'"1• CALIFORNIA 35 ENGINEERING DIVISION 35 D OF 80R I N G OPERATIONS MOORE s TABF-R LEGEND OF EARTH MATERIALS LEGEND OF UNIFIED SOIL CLASSIFICATION MATERIAL SYMBOLS CONSISTENCY CLASSIFICATION Plan of any boring R0 ROTARY BORING PENETRATION TEST . . Pt OH CH MH OL CL ML SC SM SP SW GC GM GP GW FOR SOILS Location B•Ns. Locotlon ts.a a 179-09 W•.u. win nn•• C~••n pawl. Peot or Rotary boring Send•..rn6••• Clr•n.0^d• ~oii1 Approved © "WWI SU1r [nd Wr• Sing and t1.7l >12'r•rl^u U°/. rln•• >l2 r'rirln•• <5% 1`11411 ® organic matter According to the Standard Pe nlfr 0llOn Tn]f Top hole el[ Tophole N•v tf B-N0. aG.,S~fR[0 CIVIL F•+GINEFR W 23997 Top I1oi• •IN ~r0sila L1[1rM lMn pwrp rM SO Llple u~ir It ••rn•n SO yand. Te.•rbn SO'/•dcosw GIa.019 TM•MOn'.4, 1CO•.H Q+-~ \ Diamond core boring M017ture(% dry rf.) ~7r ry rt.) 7 Co7r~G 6,,,.,,, numh&r I 1 hw I*A i6,01W then N•a ua•o rear aneletter Mon n•e,ra•@ r; .'y.w.rv MI.. r rr•ura rug N of blow! Granular GOMeirve Oei IDs/cu.ft) Ziff Sizeat sample (rnchaq ry~.,r~ r COUNTY OF KERN line pelnad 6e11e ` C•al$* eruned ser4 Lit Auger boring Dry density (lbs/cu.M ) impressive Blars per toot Blows par foot rr = ~ Mw representation (yore Ihen lOX lit •aql Nr then NO 200 ,I,•y (YOU than SOYA N 0,10, NWn me 200 a,e•a) M/ sift ® Shale 0-5 Very loose Very soft r, Unconfined compressive La1OR&TOAY CLASSIFICATION CRITERIA ® Sample boring Strength (lion!/sgft) °ri°/salt) (Using o 140 lb hammer n of driving ro i -"s e her salts test, 20 - G1eM All - C ~W onager in an a for a'I e e M $te, • 1~- jaL ear.aan I a 7• 6.10 Loose Soft DOSIgnOfH Other soils te373 v 0° 0,0 t 0e0 ® Clay IM Sandstone M Jet boring C - Consolidation COFFEE ROAD BRIDGE with a 30rdrop) zi 30 { Iran C 2+ 105 hammer with ♦ r r+ es CM 11 -20 Sertllcampact Stiff Diu _ e C1 one S► C',on pa•al er ,en7 nor meting .•pa.anranl, to, 6N mid SW C 2 a U- tar 30 drop) r 44 ~p GYaM SuAlrn eer! ilmrn ho. 1.00 or ►I tau rna•r a ®Sandy clay or ®Llmestone r __1 S- Direct shear rest olf clayey sand 21- 35 compact very stiff I ; nr3 awl Conformable material change r= ACROSS CROSS VALLEY CANAL J► eC end Sc • Arrvoare I-0111111 *"I' "A' I'" eun 01 OMW rnon T ~ E - Etponslon EUvotlon Elevation Approximate material change "pre,slon Date uncontormaDle material change :r , to _ 4111411 yN F;nn (Un m <ry) Fine mod'wg C f'na [,rrw Sandy silt or ~MelOmWphIC 36- 70 Dense Hard O 21/e'Conk penetrometer T -TllOtlal comQre!lfon Date T goers eo eY•e r 3r L ,and .end Lail yr,ra ro.•r _ silty send rock LOG OF TEST BORINGS rN(SE 9CNIV4 LOG SUYYA11'.ES &7VL/ 04Lr A' IaE r'VF W ° - s _ fl ° • ~2 b Silt cla or Very dense vey Hard p0 2 ye • Ccne par etromehr G, Y Y ieiMOu3 rock A010 LOW Jv 1401CATED. S,11SLNnCE .0401T 0..4S zo +o HOrit./ =ZO BY ALS (7ate'Qt way OirrE♦ Ar OT•~E♦ LOCAr.045 4000 TIMES 00 to Scale M r Dote Nom..{, J! /'/M ~aWrOg a0 ° O 7L0 O A A A O e0 m C •,uh•ebon of sonn me NnOi, No.n on Ina ,Not , Oe,N on h, i0 n action and a~C l ayly tilt DO;,ng Brows per foot Vert. / s/0 'hock by✓✓W 1.1411000 UNIT rno,.] W H I:nrr~.ed •o ~T~ / iaanro'n'r a'a't", unlar, a Oved L ♦ ^t}'s' ti S✓ ~ ~C 'y. i 7 y y,_y i a :t',~.L .r .•K r 4 ` r'tC ~t 1 ; e h M r, S✓'` 3, ri WW TF 1.'7 iyy)$ 'k.F :Yy~• .J'~ ,^l•', 1. rfl' 'F"~~ I ' e... '~Y~~ -t •~.~{'4 tygf,~ / 1+ w~p ( .y.~aM, 1a~r... d'i. r ♦ ' ,`.~1 KDCiara rn ' ~•i . wf • 1 1 GENERAL NOTES _r STRUCTURAL- STEEL HA N L r N K FA l°I R r C - Min, Ex A.S.T.M. No. 3I8 WtL,000 :S'IUO EA. QPURUN Bars, Plates and Angles 36 ksi........ A36 Structural Tubing 46 ksi........ A500 ~ L 3>< 2* 1< 4t CoAa Bolts and Studs A307 -r ~R. EA. Sj=% OF T. S. TYR SfCUR( FABRIC To !N'*eRMfO/ATE Chain Link Fence Fabric A392 (9 Gaga Gaty. - z' Mesh) "k 3}IG 'fLAT BAR, Co vf. 'rue! 8eAM3 ""/-1't4"0 NON, HA40 Weld Electrodes A.W.S. DIA... E70XX A 110 S(Lf -TAPA/xG SCRRAV$ W/TAv 74 X 3/!G XO'l94"M.*A30Y&W` 14"MAX. All steel shall be galvanized. T.S.4 x 2 ?L ae. M6 /Y/LT/ KW/K Boar Fabrication and Erection: Conform to A.I.S.C. Specifications X 4"EMecv & 2'-o'o.c T.S.4 At 2 x 3/!G F4A7- 4k Cn Welding: By electric shielded metal-arc process. L?~Bo1.T by ~"P a , Welders: Shall be certified and work done in accordance with the Structural X /IV"Lo-va Scar o ° Evs EOaE Oa TR.,vf66t0 -TYPi zJr' BARR~f,t Welding Code A.W.S. D1.1 Hoed WA~ WAY -A'EW 15 R, OGS TY/~E 25 B,ee~~R 7 7-77 11 ELEVATION "oN I l l9 i r•S.4 xZx__;;••r.0 ;.4Y G X `x2iGx o T Try L uK ?l2)~ 4 I ' I I O vAr OVLR ENO TU6E dM. O 1 o'- G" 9 GA oc GA w. a 1 CwAiAf L/*rAC FASM/c O1 1 L G x 4 x G~C LV} g//Gr"FC.l7 Y/I ~."MeSM Kht/GKLFd N CMAlAv L. ^ig. FAASNIM r/q/ti' In/~ A. - - - - - a - - - - - {I Evcsa < / WAY - E. Evers Oa TRA✓~,.a.♦a-~ , WAr-E~ sr c, QA /v6t ~Q - L 3 2lc t('~S C Ohll / TVPE 25 8A4 Q EFt '~B~~HIc.T/ KW/K Bocr X 4"EN►er'P 0?'-O o.c, ~C Sru o P COAJr R+kL/A! ~ ~ly hlj' bJELGEO TUC N 4A. QR/C'L/V' 94' PLAN PLAN TUBE STEEL END CONNECTION CHAIN LINK FABRIC AT CONCRETE BARRIER TO TENSION BAR PARTIAL PLAN - CHAIN LINK CLOSURE 1/4" = 10-0" (@ -CHAIN LINK CLOSURE TO CONCRETE BARRIER CONNECTION 1" = 1'-0" ~ocT/~9tii 3 y "0 Kim 9= GctilT. G 4 x Ek 4 F MiOdR4N. I' Tu 4Y'~dN/40 60 J Z'-O"'% • TY~~ 25 7 NL'.o vGe4 TE f /-Ab e6 4,. f /L I " 1 11 c? SECTION - CHAIN LINK CLOSURE 3 4 - 1 -0 FLA~ -7'S.4x2x3/iw ~Vi TYP L 3 { 2~/fix ;:cvT 400804--r /H y 1Q x r %4' QD JQ~~G~LU END TUBE BEAM SECTION 3" i\ d Q ~~--A.IEvV 5RICD6e - r ~I t I\`, qi CoucRera` t3.tRR/E R - Tye 25 ' i D F~Rt,,v etp Ri l%2' WArd "A tl111UL11 Ail T-41 4 + n I r ~i H f F °1 I l F!7 i ~I , ► I 1 ! i~ C m Q C t O o c wwa cx spot , Nc /s way aoa►~ ns~,;,~1~ !f PAX AON 3"14 / . ° - Y _ 1111 - - - - _ - - - - - _ - - - L - - - - - . = ` - ` 1 L re A 4 x ~4 CA V !L . - T YR. ELEVATION r f - CONC,eerE CARRIER- IrPE ?5 CANAL BRIDGE DATE CHAIN LINK CLOSURE OCT. 25, 1991 a Do- Ems T.'S. / l COFFEE ROAD BRIDGE DRAWN 5~..-e D.A. PLAN OVER CROSS VALLEY CANAL ART MOORE 4 FROM TRUXTUN AVENUE TO BRIMHALL ROAD DESIGN ENGINEER VTUBE BEAM TO SUPPORT ANGLE BAKERSFIELD, CALIFORNIA W.A.M. N PLAN - CHAIN LINK CLOSURE 1/814 = 11-0" CONNECTION 1 x/215 = 11.0" CITY OF BAKERSFIELD C-12 SEE PARTIAL PLAN ABOVE FOR REMAINING NOTES AND DETAILS CALIFORNIA a 35 ENGINEERING DIVISION . RLVEMNI SERVICE 10"00 Y ALTERNATE BID 'A' - ADDITIVE 12'-5- CLEARANCE r1 CANAL NORTH ROADWAY & RETAINING WALL QUANTITIES ;A. NEEr FINAL PAY QUANTITIES METAL- REo v LefIER~ Du Item No. Item Quantity 540 CAP /Z ~wex) WARAJAUG 516 64 Structure Excavation 265 CY 3reec P~Pe i 65 Structure Backfill 245 CY 66 Structural Concrete 95 Cy TTr- 67 Bar Reinforcing Steel 7600 LB ,Corrcm C, 68 Clearance Warning Signs LUMP SUM E✓C hoc r- pf bPiOv^E vVCLULC , 69 Roadway Excavation 1430 CY ~ Tc Pipe I I 70 Finishing Roadway LUMP SUM I APPROXIMATE QUANTITIES 3/p~7~bc. aNs P/P''~~taac~NO 71 Class 3 Aggregate Base 135 ON N 72 Asphalt Concrete (Type 8) 110 TON l 5~- O 73 Portland Cement Concrete Pavement 120 CY 14 0 do 0 f LO OPre t;4. o~ r I f, Cn IAA' pJ TYP/CAL FOOTING REINFORCING t G~ IQ 30 ®'S 111,1MA's r* C,-Ai CCE r6 ~TbV /--"A /A4 Co t ~ TYPICAI p C- B :%TEEL PIPE l -77 G MA I- Tics ToP A R, OL 'c SAME 0 G,AAt Al Zt~r \ QCLEARANCE WARNING SIGN "D" M/N/MU `D k e h AND SUPPORT 1/4U = 1'-0" s r✓' v~!Cac u7ti':+fE'L= PGTAiti; Nu 'r~~:L. OR 30 'S + 6" s ~eKT i AVA5 MCR \ 1H - -C\ - - - - - - I - c~i CLtAR MINIMUM roux AG.vti'~- (/AdC/ TwE'BCJ 9t'3 .S^it.•c.TiFs 3 4A 7 E i a Cc ~e. SECTION A-A + + '7/ r N P;CGE e)(1,5 r; v4 Al W A A 1/2 " = 1'-0" u~k TYPICAL FOOTING STEP (F. S.) 'I %~EARAtilC j 2 - 3S/-,R.44 r/es BoTroM + s \ \ \ \ IA- ~-Bo-rrotir OF Pr6. Musr ~ I I 3„ \ ; 'S4'D' Be C&r^,vev GF Acc Co s~ 9i2 SJ L//+ Try- MAreR,AL. OW INT X23 CONCRETE POLE FOOTING 1/2" = 11-0" G r~ ~ ~ ~ 46 5~ SECTION B-B 1 1/2" = 11-0" F~vaTAK A" \ u' L) A I D `n t 7'~ 1Jc E6.' 4 D, WA.i Pi PE V 2 1/4AX Y) 14 EP J~ CONGREtt` !outf~ P Y 5L.1e .*y `a° TA I~R~ IJ~ `;7A,E'T GF `.A,vAL ' 'r PORTLAND CEMENT CONCRETE PAVEMENT 4 pJ~ ~ - 5, a L nv v~ :ac.cA-t Portland cement concrete pavement shall conform to the plans and Section 40, "Pordand Cement Concrete Pavement," of the Standard Specifications and these ~ ~ special provisions. `x f ~1 CavA~ LAI 2dC1R., TyP. Pavement shall be constructed of Class 'A' concrete in accordance with Section N 90, "Portland Cement Concrete," of the Standard Specifications. L4I,0 Tn E~ i r;AL;G y FMC? ~ N At -P, eje > No longitudinal joints shall be allowed. SEE ROADWAY SHEET R-6 FOR LAYOUT P"' POkTLAAiC POk rLAA/G W AND ELEVATIONS AND FOR LIMITS OF l~0 r Iff vTGcti'".EfT Awvc; LVMEI./r fc.ti Zre ry e • Transverse weakened plane joints shall be spaced a minimum of 5 feet apart and CA471C a maximum of 12 feet apart. The transverse joints shall be straight and true and ADDITIONAL CONCRETE PAVING run perpendicular to the centerline of the roadway across the fuU width of the NOT SHOWN HERE' r' pavement. l~7~^ ~ Etc ,Lc rT^M C'F fc-, N ~JIAG To KEf .0 0 0 '1 M/ti. ~:d& i t'A0,E :'CA/c kic riou Jolur : eEe 41 -~r ^/o XlE ~ Aj vE - -T- rc F' C G~ GMP4i: T n~/ PARTIAL PLAN 1" - 20' - ~ ~_:r ~avi,VG BENC,4tN /C,4 rN 11,^ ti u 1 di '-4 c;tx r QptH ~/E„v ¢rExr5tiN4 f~i,CiiEf.7 ~L/vtrL ,F~40ENAy / CANAL BRIDGE i~ [.EvG~ w,trl E~u:7iN4 F'4Y 4 DATE CAAaAL ~rN/Nyt DETAILS - ROADWAY N. OF CANAL OCT. 259 1991 COFFEE ROAD BRIDGE DRAWN D.A. PROJECT ENGINEER WARREN A. MINN" OVER CROSS VALLEY CANAL ART MOORE IS MJCRJRAL&Cr^ENGINUM FROM TRUXTUN AVENUE TO BRIMHALL ROAD "N a"STRE[T OE810N ENGINEER `7c13 RETAINING WALL 1/2" = 11.0"~ 6AROMWIE)LO. 11101111) CAL00110" OW BAKERSFIELD, CALIFORNIA W.A.M. Mow 3064m PARRIMW&WIll CITY OF BAKERSFIELD C-13 CALIFORNIA ENGINEERING DIVISION 35E BLUEPRINT SERVICE IWAM