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Home My WebLink About2.2-77INDEX OF SHEETS SHEET NO. I TITLE SHEET _CONVENTIONAL SHEET N0.2 -9 SITE PLANS SHEET N0.10 —II PLAN AND PROFILE SHEET N0.12 CONSTRUCTION DETAILS STRUCTURE PLANS SHEET N0.13 -17 LOCATIONS OO Q O OO OO OO SHEET N0.18 -21 LOCATION O4 SHEET N0.22 -24 LOCATION 6O SHEET N0.25 TYPICAL SECTIONS = -� ��Y= Levee SHEET N0.26 PRESTRESSED GIRDER DETAILS SHEET N0.27 PRESTRESSING CAST —IN —PLACE CONCRETE DETAILS NOTES TO BE SUPPLEMENTED BY STATE OF CALIFORNIA STANDARD PLANS DATED JULY, 1984 CONTRACTOR'S LICENSE CLASSIFICATION REQUIRED = A CALL UNDERGROUND SERVICE ALERT, 1-800-642-24441 48 HOURS PRIOR TO ANY EXCAVATION OREGON 1 I 1 SACF0 MEN ?C \/I SAN FRANCISCO \Q *FRESNO \ .VISAE�IA SCALE IN MILES 0 2 4 I 3 5 MILES 2 *LOS ANGELES ,N SAN DIEGO 1 N1EX CO -r��rY �5 C L 15 0JR1\1 >-fl-\ COUNTY OF KERN DEPARTMENT OF PUBLIC (ROADS) WORKS PLANS FOR WIDENING VARIOUS HIGHWAY BRIDGES CROSSING THE FRIANT— KERN CANAL HES -000S (265) AND HES -000S (268) R23E R24E R25E R26E R27E TO CORCORAN TO TULARE TO POR TER V /LLE RES DPJAM Rog T255 CL 800 T26S T26S h J J Z h O O f T27S T 2 7 S 50 PV T28S� T28S c xK Oildole T 29 S F26 700 000 F-rt5) T 29 SD• TO BAKERSF /ELD ]oo TO LOS ANGELES ea 000 — < t o R 27 E 19°00 �� R23E R24E R25E R26E FED RD. AREA STATE COUNTY DIV N0. 7 1,3,4 CALIF KERN PROJECT LOCATIONS _CONVENTIONAL SYMBOLS Township Line X-- X,---, --x- x Fence & Gate __ - -- Section Line Property Line - -� -- Guard Railing - ++�� - -- -- - -++++- Railroad R -- - - - - -- Right of Way Line --+-- � Survey or Construction = -� ��Y= Levee � w i!> C Exist E P Existing Edge of Pavement _\,-- - -- Wall � - - -- Culvert �3 Tree (All types) FAS 2224' � �� Hedge \ 1 IV-B Mail Box 0 -- Oil Line i a UTILITY _ SYMBOLS ` W -- -- — Water Line f Power Pole G - - -- Gas Line El W.M. Water Meter B -- - - - Buried Telephone Cable ® W.V. Water Valve BP - - - -- - - -- Buried Power Cable O F. H. Fire Hydrant S -- -- - - -- Sewer Line ® G.M. Gas Meter 00 -- Aerial Wire 0 G.V. Gas Valve -- - - -� -- -- Aerial Cable O M.H. Manhole Telephone or Service Pole Pole Anchor COUNTY OF KERN DEPARTMENT OF PUBLIC (ROADS) WORKS PLANS FOR WIDENING VARIOUS HIGHWAY BRIDGES CROSSING THE FRIANT— KERN CANAL HES -000S (265) AND HES -000S (268) R23E R24E R25E R26E R27E TO CORCORAN TO TULARE TO POR TER V /LLE RES DPJAM Rog T255 CL 800 T26S T26S h J J Z h O O f T27S T 2 7 S 50 PV T28S� T28S c xK Oildole T 29 S F26 700 000 F-rt5) T 29 SD• TO BAKERSF /ELD ]oo TO LOS ANGELES ea 000 — < t o R 27 E 19°00 �� R23E R24E R25E R26E FED RD. AREA STATE COUNTY DIV N0. 7 1,3,4 CALIF KERN PROJECT LOCATIONS L] ��R•vraSi _ Stu "L irf-ar5.�0.! - R "arvE 45 Dt - \\ \� r' vPPr< +-x z eaC � ((P s,h�D M' N� N: _� -. r•E..e< .{ ��5�' 9A L LL [rNP,V�FgG Ao • , - Ir Sri � Evsw ix suxDARE�Ma�z - it A MFAS W257 � $EVFNTN SiANDARO PARALLEL °M $OUIii _ _ ��YEr•N $'A /DAAD FAS W257 � SfV�NEN $IANOARO PARAILfI _ U1N W'1 `j7 FAU W •, rVl i` X96[ W LL FAU F269 MEAWWS FIELD � �ixAZyo�DE EoD I ROADSIDE�d +wartwEau - � COUNTY AIRPORT 5 v r CO REST N aM 3r' i F . PROJECT ENGR. DATE TRAFFIC ENGR DATE CONST. ENGR, DATE CJJ1\1 YY Jr Q8 POND ROAD LOCAT /ON Q7 HANAWALT AVENUE LOCATION Q6 DRIVER ROAD LOCATION (5) K /MBERL /NA ROAD LOCATION 4Q L ERDO H /GHWA Q3 ZERKER ROAD Y LOCATION LOCATION 2Q SEVENTH STANDARD ROAD LOCATION FISCAL SHEET TOTAL_ YEAR NO. SHEETS 1989 1 27 IQ SNOW ROAD LOCATION Approya I Recommended Design Engineer /9 Rt E No. _18192 Deputy Di ctor�ofJPublic Works RICE No. 13913 Director of Public Works RCE No. 11627_ ( APPROVED. "�a�t�r•.. Chairman , Board of Supervisors Date- 10-11- ki? 19 a.a ->> 1 J � w FAS 2224' � �� waL:s F FAS 2 2224. F FAU slss u= � �� t �. , .— - :SrE: •r' F FAU Zi26 w w001.0YE5 cz•t w wvE t ' M M � - OE.ANG b b ¢• S � A S,i2E � � \ \ � �P 4R'OR. r � AiCn a ,teE t AVE ry N N , ti6[ r reP4 W , Ea 5 A AD I � �� 1 � � W ,BE A S Pond , ,�,� F FAS W259 3 3� A AD S, 0C S \ 'FASC• _ RD - _ _ h h•F'f RSON zA�� F V VL ' _ FA G GNB. ¢� � � ' � J �' 4 43 M MC FARIANDa _ FAU � ' G3v7 •f aRiN . .YE M /�' ¢ J � �"� C Creek �, . .,: : :•,G - -,..G � � A y Y YANA W A',1 r sAUi -z�AS A AYE' r • � r r � 6 65 . = w wASfAa N N SUNrt �- � 4 �� LL rC'04 I MRP N 5 F FAU G66A � 4w �DAtBS AD L I FAP46'u 46 " 4 46 F FAP ab � � F(lmoso F FAS��W260 ;M[Aro o ~ILLL�N t•o .N >,szE s sES:ti Wr• N NTY AIRPORT Yx' MT E , ,p,sM a..5__arE Q a'R�irera„NA u u-1 Y Y��_� F FAS A AD ORE. c_EA A AVF" � � �N __• x.: z 68C r; r \ \ C Creek �- _ \ 1 1 \ .,.CEO L�'E � � FIE L R i -'FAS 2644' L L FAS 4 44 inter F Fiel W W� .ERDO _ , ,fa , : t ti,e [ :w. F FAS 2644 ".x- s'rr''r- 3 L F . PROJECT ENGR. DATE TRAFFIC ENGR DATE CONST. ENGR, DATE CJJ1\1 YY Jr Q8 POND ROAD LOCAT /ON Q7 HANAWALT AVENUE LOCATION Q6 DRIVER ROAD LOCATION (5) K /MBERL /NA ROAD LOCATION 4Q L ERDO H /GHWA Q3 ZERKER ROAD Y LOCATION LOCATION 2Q SEVENTH STANDARD ROAD LOCATION FISCAL SHEET TOTAL_ YEAR NO. SHEETS 1989 1 27 IQ SNOW ROAD LOCATION Approya I Recommended Design Engineer /9 Rt E No. _18192 Deputy Di ctor�ofJPublic Works RICE No. 13913 Director of Public Works RCE No. 11627_ ( APPROVED. "�a�t�r•.. Chairman , Board of Supervisors Date- 10-11- ki? 19 a.a ->> 1 J IQ SNOW ROAD LOCATION Approya I Recommended Design Engineer /9 Rt E No. _18192 Deputy Di ctor�ofJPublic Works RICE No. 13913 Director of Public Works RCE No. 11627_ ( APPROVED. "�a�t�r•.. Chairman , Board of Supervisors Date- 10-11- ki? 19 a.a ->> 1 J Scale : /" = 20' K LEC7END Ty,,=>ica/ A► /l . Sife P /an She�fs) xL ---. 0. r `s^ 2 ha C l on . { • x P �s - x :" Fence Ao be consfi-�uc fec� fin It cep maws Me fa / Beam �uerc� Ra / //n • 1 �w2': ✓�' � _ � . CLrl��'l N �"Sf-�•' i �' � RT L�C'`7` FOF- E{ / 3f/S it T YCP" BE �B AA ¢C � .J 9�N AD C Ai6 �I L � E 1IIVC CSR H ASS SLY <BREAKAI%v/l -1 Y, TYPE ). G SE TYPE ARE Gv�/ TH 4FT. E�F� T. SEE STANDARD PL AN S 7C -/A- 2,I77- E,979A, 479 - 8r '.979 -C i AND B, �R7 I / -53 � X., 1 a� x CQ TR� / NS T 2 C 10 � L F G F S' M A � O ET L SEA RD :_RA /L� /NQ, �. x T � TE' IV/ �N -f� • f�' SECTION (' TYPE �C END E T Y z. CABLE ANCHOR, ASSEM8LY. rBREr9 b{ ..........::: a / E TYPE, (" j L S PE /FLARE - W /TH 4 R' T_ OFFSET. SEE 6 r4NDARD - / f L A"S 1977C-1,477C-!7 19 77- E A 79 7.J 79 -C C ..........::: ..... :• . _ ' YT oR T �� C RREL0 LA T E FX/ST /N ...............: EAIC71 VEER. _.�_ _ _�_ __... /7 O W ROA ••1'1�1�I�1 1' 1�11�1�1�1�1�1 '1�1�1`1'1�1�1�1�1' m 1.1.1.0.1.1.1.1.1.1+1.1.1.1. It lu ► t1t1t4 "Ou' /t1t1t1t1t1t1t1t /t1t1t�t1 ♦ 1111111111111111111111 • 11111111111111Ni11111 111N11111111 1NN111 1111.1 11111111111111111► 111111111111111N ♦ ♦11111111111N! � ♦ t ? 11 11111111111111111 /1111111101111111111 /11111/11111111 H 111 i11♦ 1111111111111111111► 1111111111111111111 /1111/1t11►1111011t� � �1a1w1�1i1 i111a1a1t1a1a1�1a•10 � � �1�� 1t/ �1t/:1w1:ie� �Itl:� 1.1t� 11:1t� 111t:� 1y1�1aialtl.� 1�Ia1a� 1.1.1.131, i �!!! �!.! Y' �!'!" 1!'!'! !'!Y'1!'1'!!!!1!1'!!1•!!!lal�aa lag aka a��aaa�aaaaw�a�• _� M.. �• R Of oo 3 fc' I I 1� ;. FIBER OPT /C C SC. E _ o. � � �:�: �:•:�•:� _� E � �� .�1 � � _ � �� , .. - a � i �/ �'� � _ � �. =- _ y.. ��rr� ,c„�z: :.rs,c��rir��:�*vrxr�,G -� .. � � _ t� NOTES : ( 7 P/C.9L AL L SITE ' PLAN SHEETS. /. ACCESS ROADS 6f -44LL BE COA1GTR4.1C7ED i9S 6140k .,V L /NES . 41110 GRADES ESTi9BL /Sf -IED BY TH ENC /NEER. SEE T YPI CAL_ SEC 7-/O/VS ON SHEE / Z. 2. WHERE REQUIRED, :ACCESS ROADS SHALL BE PAVED AS SHOG�/N V - CONTROL POINTS FOR PAV /NC.. WILL SE PROV10ED BY THE ENC' /NEE R:: - . _,_, . - _ . 3. AVIDEN SNDUL DER' RT METAL BEAM �U�9RD RA/L /A/C /N CONG'ORM19NCE N 61-1061L DER , WIDEN /NC - OETi9tL SHOWN OA/_ - ✓'HEET., 2. IAID RS D /RECTED 5 : TiYE ENS /NEER_ i 4 14111'' ti b q L fl i u5 APE I lioo) 'V N EX S?;r, A, 7 ti sy f. < j Sc 20 Na ____�gEMO VE' EXfG.r-JA1q � i � _ TREES . _ __ __,... -7, r. �k C, Dc EX16 TING 14 COA 1C. IRR I Q q r/ 0 tV fi jP/F5 7 0 REMIqlM EN T ol ----------- .. f - , TE MRIG Iq 7, ED ABAVO OA _P/0=461 ro 0 0 00 00 oo 7— —PL V C7 E s. - - - - - - - - - - 17 ....... xxx I Z, -H �3TAAIL:�ARD R. 77 300 N F (16 0" L F` ................ ...... . ..... --.*.* . ........ ... .... ... ....... .. .... . . . . . ..... . . .... ....... . . ..... .. ... 7- p ...... H 00 h. � .1 1 00– 00 X—X .......... c-Ery: IL, ...._..T.,. _ , :::....._— ._.:sue. �: f ... ... ACO, t 00, . .......... t 0 f �qR—PROXI Meq 74 C_ VE EX16 77/AK 7-0-BE COAIGTRUC A10 7E, 7, E ..... . ............ ...................... . ........... ....... .. ............. -1EG .. . ... F1 PAY, UMI 7 7 A11q L . . ....... .. .... ... RV ION ra . ........ . -R0qDAbqY EXC A 7' EXIS TIAIC . .. .. .. CTURZY ExcyqvATION CORIDC74E) 6T URA6 BAC1 ............... . ....... ... 14POR760�, BORR01 , Z330 cy t, C Y _C0AICRETE G-3 E r. sY i 1 ... ...... ti rk RECOMME 14090,'- FOR APPROVAL:, SCALE:. '46, ON)v COUNTY, OF KERN lL74;, ENGINE4 OR DESIGN DEPARTMENT:, OF_ , PUBLIC" WORKS• ' "31"NED By Fxp, R. C. It, NO. J71f ,7 DRAWN BY' (ROADS (98 �,6 V SAKERSFIELD' CALIFORNIA CHECKED BY., DATE OF -,7 7 t y r. is Y. L_ _ . -' - _. _ . _ - _ I I - - i _ ka€ a� x, e� -� W. . e a •rk ' , # '� - :. I x x P . I . . Y} - �' z 4. k' * , Yip fly , , I8 C� _ = EXIS I. 4 !8.__.C...S. P.. - �, � � ff,`--`!�T_p' - k , 1 3 .i -kf _ Vf?N� 1' : : :` a -. :. ,FG�RNISH AND INSTALL COLrPLIN� B:41C, :W.,i'4 OR_ PLACB' 'CL.9SS.. 8- C`(�NCRETE Cf�L LRR ; Sc2 Ao: //,= 0''->/ 16.9 N 0 \ I \ � I i �I � x 7_ c_ ...................... - - --------- ...................... ........... XN ............ .......... .. .. ........ m ......... ....................... ............................... ..... . . .............. ....................... X . ................... .............. ..... ........... .... a ................................ - :.. . . - � ... ................. ............. ............ c J, Kt t M92 x 0 11 1 REA40 VE EXI 6 TIA167' q9PR1qZ_7- COAICRErE 6VRd=AC1A1C7 =A'OA4 EX B RAID : RECOA16rAIUCT RORD45EOS RS Al 0. 67" IT*. 6140NIV ON 6NEEr A/0. • osgnsp, ♦ 4 4 st _t.t� gg!o ♦1* j!t M.. Mu 0 /0- ..... ..... ...... .... . ............ ... . ............... ............. J, ...... . .... ..... . ............. .... .. .. .... ..... .. .... ................ .... ........... . -00 ... ........... .......... .. i \ � � � � ;" \ IL NOTE \ \�� \� � � � � APPROXIMATE (24114AIrITY OF EA164AMWEAIr TO BE CONSTRUCTED — /0 CY Y� F A r FINAL PAY QUMITME-5 R01qDPV14Y EXCRV47-10AI STRUCTURE EXCAVATION CBRI067-LE) 05 STRUCTURE 3iqC1<i=1LL COR1067-E) 857 cy 0TRZ.1C77e,1R,,qL C01VCRE7-E C8R/0<7NE) SCALE: FIELD BOOK MC AS SPONAI 61 T 1='L A A/ DESIGNED BY c7- 18RID QE AVIDEMING 47' F-RIAA17--' I<ERAI-ISHEET NO.% DRAWN ;Y C14AIlqL. D. C. - - 8(9 CHECKED BY, ERDO HI C717AWA Y CM. of -07 7. F. XX ............. /0 ............... .............. .............. ............ ........... .............. ............ ........... ............ ............. ............ ............. ............. ............ ............. ............ ............. ............ ............. ............. ............. ............ ............. ............ ............. ............. ............. ............ ............. ............ ............. ............ ............. ............ ............ r............. ............ ............. ............ L--j ............ ............ ............ .............. f ............. r L ............ ............. ............ ............. `� l / I ............ ............. ............ ............. ............ ............. ............ / i �!"I I ............. ............ ............. ............ ............. ............ ............. ............. ............. ............. ............ .......... ............. �� _� i I 7 ............... ....... Hilm ............ ............. ............. ................ ......... .... � "� i f 90 ..... ................. ...................... .......... ..... KIM5ERLINA /0RQ^0 97-44 IW45. C-7 R. 44 -00 7' WIMr-,�V4LE M'RiS 0 MOD /FY 6-X16TIA16-7 A1,171- Z- e7-K,'=' 4 LCDC-,q7-10.A16)...-j - 5EkF AV1A1C7-'1,V1qLL J, 7-1-116 I 1 v_ �, i 1 I ......................... ........... .......... .......... ......................... . �—�7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................... I .......... ... ........................ ................ 5>0*143 7 0.560 tv c 257 .......... RIN Q rl � � RECOMMENDED FOR APPROVAL: 4 COUNTY OF KERN No. 18192 GN DEPARTMENT, OF PUBLIC WORKS Ilk EX0. 6-30-89 R. C. E. No. IB19 2 I v (ROADS) DATE ERSFIELD, CALIFORNIA 2Z. BAK COAICRETE 614RRIER RIWLIAIG (7-Y-eE Z5,4) -EL E Vt4 77 0 Al WAIC7 NIqL L 'DETAIL. 6CAL E 0 NOTE TO BE CONGTRUCTED 0 CY F-IAI?qL P14Y QUANTITIES ROADAI,qY EYC.,4V4T10Al' X 45 cy 677RUC7761RE EXCRV47-10AI r6R1067E)'- 95 cy" OTRUC7-61RE 34CA',4=11- L CBR10rH) 70 CY 07-RUCTUR,4L C'ONCAR'E 7-E. CBRIDCFE) X04 CY m v . .1 I Scale x mad FIBER OPTIC CRBL E -, B Q c /0/ -40'R \\ PLACE O 30'A.C. 0VE_R 100'A.B. l UI�ER 0R1FINAL C,PnUND COMPACTED TO 35' % RPELAT /ME` COMPACTION FOIE' A DEPTf -/ OF 0.70' EXTEND A.3. OUTS //.�E EP. AND COMPAC T /ON 3 OUTS //-)E E./, AS IDIREC TED 15Y Tl- E E/ (:C /NEER (HA TCHE/D ARE-A). i O` RECOMMENDED FOR APPROVAL: DESIGN ENGINEER -I&VAZ R. C. E. No , DATE 19 0 Y \\ 4 \. ir it E' - �\ 104 �--� /05" yyyyyyyyyyyyyyy z N=\ 00 00. co :. x 1 :t \ :.......... P NOTE - - APPR0X /M.4 TE QG✓ANT1 T Y OF EM3,4NKMEN7* TO 3E CONST�LlCrED 85 CY F"IM4L P,9Y QUAN7 TIES ROlIg0"AY EXCAVAT /0N - 735 CY .. _. f37-R4/ C7 IRE EXCgV.,g7 CAN 3R /D67 E /00 CY• _ STRUCTURE 3AC1<'FF1L4_ 75 CY ST/�'C. ✓CTG�f2AL - CONCRETE •CORIDCE,)z /02 CY SCALE: FIELD ROOK NO. COUNTY OF KERN AS SHf7GdN 61 TE PL A N DEPARTMENT OF -PUBLIC WORKS ''wI�° BY BRIDGE N10EIVIAl Q AT F'RIANr-- AE!\/v- SMEET,NO. NO.-`x 1 \ O�1 CJ V / DRAWN BY Cl / y,4 [. _ a �DRIVER R040' { BAKERSFIELD, CALIFORNIA ° CHECKED BY OF zr m I -,�7 -717nq i Al �17 'A f 7 7. T Y., 0- 'F,'- ON i Al �17 i Al 'A f 7 7. T Y., 0- 'F,'- ON L a o /`O A/ ZD ROAD 437 I ii L J--- - - - --� rr �v c�a i �Inj I: I J� 439 ! - a 440 44 / ABANDONED 14" STEEL AN-1</ 977 -0/v 00 �J i P /PE TO BE IPEMOVED AND 111=1Z LAC C ED oa� 4C •� .� Lk a Fi /der^ r 1 , RECOMMENDED FOR APPROVAL: SCALE: K.6. f f� <1C COUNTY OF KERN fIS SYOMV DEPARTMENT,'' OF PUBLIC WORKS , C DESIGNED BY , _ •, r*-; DESIGN ENGINEER /�� R. C.E.,Nd (ROADS) �G S•3J <$9 im' DRAWN BY t` �.- li'v }� 6AKERSF ELD CHECKED ?.� --� DArE iB I , CALIFORNIA ECKED BY �,-f ~' «._; - a 440 44 / ABANDONED 14" STEEL AN-1</ 977 -0/v 00 �J i P /PE TO BE IPEMOVED AND 111=1Z LAC C ED oa� 4C •� .� Lk a Fi /der^ r 1 , RECOMMENDED FOR APPROVAL: SCALE: K.6. f f� <1C COUNTY OF KERN fIS SYOMV DEPARTMENT,'' OF PUBLIC WORKS , C DESIGNED BY , _ •, r*-; DESIGN ENGINEER /�� R. C.E.,Nd (ROADS) �G S•3J <$9 im' DRAWN BY t` �.- li'v }� 6AKERSF ELD CHECKED ?.� --� DArE iB I , CALIFORNIA ECKED BY �,-f y; FIAM L P�4 Y QLIW NT T /E S a M1 - R0ADGV14Y EXCAV�4T /0N STRUC T UiPE EXC�4 VA T/ 0t/ (BRIBE) 95 CY = - a 440 44 / ABANDONED 14" STEEL AN-1</ 977 -0/v 00 �J i P /PE TO BE IPEMOVED AND 111=1Z LAC C ED oa� 4C •� .� Lk a Fi /der^ r 1 , RECOMMENDED FOR APPROVAL: SCALE: K.6. f f� <1C COUNTY OF KERN fIS SYOMV DEPARTMENT,'' OF PUBLIC WORKS , C DESIGNED BY , _ •, r*-; DESIGN ENGINEER /�� R. C.E.,Nd (ROADS) �G S•3J <$9 im' DRAWN BY t` �.- li'v }� 6AKERSF ELD CHECKED ?.� --� DArE iB I , CALIFORNIA ECKED BY �,-f y; FIAM L P�4 Y QLIW NT T /E S - R0ADGV14Y EXCAV�4T /0N STRUC T UiPE EXC�4 VA T/ 0t/ (BRIBE) 95 CY = TRUCTG�RC BACKF /L C. (8R /OCE) - ao CY ;/iv/PORTED $ORROIiV � 63� CY :: ;, f Je 5 TRUC TURAL, CONCRETE CBR/D C77E) 00 CY P" s sd A NO. # /� A' S/ TE DL FIELD BOOK RIDGE AWIDIENIN C AT Fie RANT- -KA'RN ,d " SHEET CANAL.. NF. ' POND R0.4D a 7 07 �. 10F , 7 (,3,4, V 3, 4 -- - - - -- -- -- -- I O CI3 400' 500' DELIN6,4T0RS 0 ter-O' ( BOTH S IDES IVESTBOUA/D) K -RAIL EACH SIDE l TYPE P MARKER ( LT.) --� OO TYPE P MI -IRKER (RT.)' C18 W 23 ❑ ❑ R63 1-1116 (40) 400' SOO' C, -/ DELINEATORS @ SO' ( BOTH SIDES EASTBOUND) 400' c 13 500 V DEL /NEATORO @ SO' (907-P 6/DES) SEE NOTE go(--)/ G - / DEL INEATORS @ SO ` ( 807-A4 S /DES I^/ESTBOL /ND ) NORTAV 8RIDG-E — C C LERDO NWAY C 90L'7-f-1 BRIDG-E C 400' O O W 23 C/8 TYPE P MARK R Z(OR?7.) ❑ ❑ Ld6 (4O) R63 TYOE P MARKER (LT. ) >-. /60'K- RAIL E,4CI4 SIDE O CI3 SEE NOTE E00' 4001- C-' -I DELINEATORS @ SO' ( BOTH SIDES EASTBOUND) L ERDO H /C-11C Y PL RN �L -- SEE NOTE TYPE P MARKER (LT.) + /(00' K- RA /L �_�� COUNTY ROAD -- EACH S /DE l . c 0 L-/ DELINEATORS @ 50' ( 607-1-1 SIDES) 0 O C/a / TYPE P MARKER (RT.) ❑ ❑ /i I I � I LA Wle / _ ROAD - AlVD /OR F BR /D6; E _ � D D 30' M/N. TRADE N/N FE <'O /NT -0 CY�NFORM TO EX /ST /N<' /N 90' MRX. Hl" 07 PO /NT S 7-/N7- \` H /NC; E 2 COU/V TY ROAD _ AV010R � BR /DBE VAR. 00, MAX. VAR. SEE S/ TE PL AN OR //NAL C;RDUND OR � ELEV. .4S ESTABL /SNED BY THE EA/C? /NEER EXI STINC7 SG'RF9CIN�' p 20' ASPHALT* l 12 / OR FLAT TER CONCRETE N /NEE PnINTi 8R 1DC; E DECK SECTION D -D g; SHOULDER GVIDENIAIC7 DE TII / L O O TYPE P M,9 RKER (R T.) TYPE P ,ti/fl RKER (L T.) 1:3 C /8 tom/ 23 C13 ❑ ❑ jE 000',,q7- DRIVER ROAD R NOTE : ,q7-1 K- RAIL PANELS TO BR /D , E DECK (03 k�,16 (4O) USING, / THREADED RODS (7R(DC. TCD /N 4 " DEEP I-10L ES DRAL. L ED /N 7-14E EXI S 7-/A/ C-7 BR/D<'E DECK. C /SE FOCIiR R000, WITH /V6/TS T YIIC> / CA L PL A N AND WASHERS, TO ATTACH EACH PANEL. SEE SECTION 10 -3.08 OF THE STANDARD NO S CA L )c- SPEC /F 1CA7-10n1S AND K- RA /L PANEL ATT/- 1CNMENT DETi9IL, THIS SHEET. TiPAF)c"/ C COA17-ROL S yS 7-EMS C coA1 TRAC TC:)R FUR1V1 Sf-1ED, tA::'L ACED AND MA /N TA /NED ) I � DRILL AND C -;ROUT /" 0 ROD 7-HRE110ED FLIL L L ENC TN IN TO 4 " DEEP r 3/8 " x 2 %2 "X 3' PL ATE WASNER X I -100 -E \ / i l BRIDLE DECK K - RR /L PA/VEL /9TTi9CHME/V T DETIq /L 1> 0 20' ASPHALT CONCRETE WHERE SHOWN QN S/TE PLAN SG�RVEY FLY LINE 0.20' ASPf -/ALT CONCRETE !:/HERE SHOWN ON SITE PLAN STRAIC;HT C;RAoE STRA /CANT C;RADE _ _7W GRADE _ 1717- - -- - \ 0.20'A6PHALT CONCRETE / GJHERE SHOWN ON S/ TE PLAN �,6TR,41C7HT GRADE 57-RA 1GH7- CRRDE T YP/ CAL ACCESS RO/gD SEC TONS NOTE: TYPICAL SECT IONS SHOWN REPRESENT MOST 30T NOT ALL ACCESS ROADS AT SPECIFIC LOCAT /0",6 SHALL BE CONSTRUCTED AS SHOWN nN THE RESPECTIVE S /TE PLAN TO LINES AND GRADES ESTABLISHED BY THE E /V" -71NEER . l 4C E h 1> 0 20' ASPHALT CONCRETE WHERE SHOWN QN S/TE PLAN SG�RVEY FLY LINE 0.20' ASPf -/ALT CONCRETE !:/HERE SHOWN ON SITE PLAN STRAIC;HT C;RAoE STRA /CANT C;RADE _ _7W GRADE _ 1717- - -- - \ 0.20'A6PHALT CONCRETE / GJHERE SHOWN ON S/ TE PLAN �,6TR,41C7HT GRADE 57-RA 1GH7- CRRDE T YP/ CAL ACCESS RO/gD SEC TONS NOTE: TYPICAL SECT IONS SHOWN REPRESENT MOST 30T NOT ALL ACCESS ROADS AT SPECIFIC LOCAT /0",6 SHALL BE CONSTRUCTED AS SHOWN nN THE RESPECTIVE S /TE PLAN TO LINES AND GRADES ESTABLISHED BY THE E /V" -71NEER . l BEC-; /N BRI(X -R E *+34 TOP OF BARRIER R,4 IL /NC7� STRA /BHT GRADE -�-r J q,\ A BCC TitilEN T ✓ � O7 HA��//- �G✓ALT .�AVENG�E = 78' - /0" 8O /-o Nip\ ROAD + O7 HAN/91n/4.4- T ,4 VENUE _ .3J' -S" 8U POA/D ROAD = 40`- i � P SI --TAPE SLOPE TD CONFORM TO EX /ST /NC-3 SLOPE AND NEG^/ \ �--- W11V(7 /n/%7 L L A ThIE ENS' /NEE 12- a® . ,9,- O// 'Lr PIER 2 EL E V1q T/ ON SCALE: j8 -*-* 34'- (:2,// STR/4 /BHT G IQDE ABUTMENT 3 � I � f PLAN { r� SCALE 0 z M-0 LW-1 CONCRETE BARRIER TYPE 2S) \ A. C. OVERL AY. CONFORM TO EXI S T /NC:7 AND TAPER TO 0.04 ' AT RAI L (SEVENTH STANDARD ROAD AND 1<IM3ERL 1/V1-? ROAD). PRECAST, PRESTRESSED 1531 ROER (AlOR7"X4 SIDE) WIDEN /NC-� l� ` REMOVE EX /ST /AkP RAIL AND (1*�)A/CRETE (SHADED AREFI) �--- SALV/4C - -E N1E TAL BEAM �,..� RAIL ELEMENTS @ TH STANDARD RD. (NORTH 610E) BRIDGE 2/' -9" Af TEMPORARY RA I L INC- (TYPE K ) A,�EX16TIAIG SURFACING F TO REM.9 1N u r U U - -- - __ ---� �}E- SAl�/CG�T AND REMOVE EXISTI/v677 SL /RFAC /IVG ON SEVENTH STANDARD ROAD AND K /MBERL /NA ROAD. @ /93U7-NIENT /O CONSTRUCT METAL BEAM GUARD RA /LING; (SEE SITE PLANS) OTEMPORARY RAILING (TYPE K) . SEE OETA /L S SHEET /Z O CON0TRUC7-,3 "X /2" DECK DRAIN AT A410 SPAN. ¢O PL 61 EXI S TIM(7 DECK OR/9 /NS WI TH CONCRETE. TYP ICAL SEC7101V 6C/4LE: /4" = I 0„ SHEET N0. /3 /4 /S 14, /7 i @ P /Ere IRON PIPE /L B //-53 / CONCRETE BARRIER A. C. OVERLAY. CONFORM TO EXI 9 T /NC7 14AID TAPER TO 0.04' AT RAIL . (SEVENTH STANDARD Rt7AD AND /IIMBERL /NA ROAD ). `PRECfgOT, PRESTRESSED ccIRDER CAST -IN- PLACE CONCRETE PRESTRESSING SYSTEM. SEE SHEET NO. 27 FOR DETAIL. S. INDEX TD PLANS T/ TL E GE1V5R,4L PLAN FA3GITA,1E1VT OETA /LS (L0C1qT101V9 0 0 0 0 0 PIER 0E71q1LS (LOCAT /(DNS 0 O O OO ) ABUTMENT DET/41LS (L0C14T 101V 8O ) PIER DETAILS (LOCA7_10N 8 ) A107-, E.- THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD 01MCNSIONS BEFORE 01?DER 11VG OR FABR/CATI/Vc::�' ANY M/-)TER1/ -IL . - ..t L ;` `�I Ir r LJ 1 @ /'U.vIBERG /NA RD. 3'- O" G�/ /DE"N /N� REMOVE EX /S TIA16 RAIL 19M0 00MCRETE ( SHADED /-AREA ) r U U - -- - __ ---� �}E- SAl�/CG�T AND REMOVE EXISTI/v677 SL /RFAC /IVG ON SEVENTH STANDARD ROAD AND K /MBERL /NA ROAD. @ /93U7-NIENT /O CONSTRUCT METAL BEAM GUARD RA /LING; (SEE SITE PLANS) OTEMPORARY RAILING (TYPE K) . SEE OETA /L S SHEET /Z O CON0TRUC7-,3 "X /2" DECK DRAIN AT A410 SPAN. ¢O PL 61 EXI S TIM(7 DECK OR/9 /NS WI TH CONCRETE. TYP ICAL SEC7101V 6C/4LE: /4" = I 0„ SHEET N0. /3 /4 /S 14, /7 i @ P /Ere IRON PIPE /L B //-53 / CONCRETE BARRIER A. C. OVERLAY. CONFORM TO EXI 9 T /NC7 14AID TAPER TO 0.04' AT RAIL . (SEVENTH STANDARD Rt7AD AND /IIMBERL /NA ROAD ). `PRECfgOT, PRESTRESSED ccIRDER CAST -IN- PLACE CONCRETE PRESTRESSING SYSTEM. SEE SHEET NO. 27 FOR DETAIL. S. INDEX TD PLANS T/ TL E GE1V5R,4L PLAN FA3GITA,1E1VT OETA /LS (L0C1qT101V9 0 0 0 0 0 PIER 0E71q1LS (LOCAT /(DNS 0 O O OO ) ABUTMENT DET/41LS (L0C14T 101V 8O ) PIER DETAILS (LOCA7_10N 8 ) A107-, E.- THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD 01MCNSIONS BEFORE 01?DER 11VG OR FABR/CATI/Vc::�' ANY M/-)TER1/ -IL . - ..t L ;` `�I I' CONCRETE REMO✓RL #'6 X 8 `- 4 " THRU 0 HCL E /N CWRDE,P STEMS, TOT. 0 I O/ 'TOP OF ABUTMENT ELEVATICDN SHALL BE ESTABLISHED BY SUBTRACT //V� 'ID " FROM THE ELEVAT /CAN AT THIS POINT (SEE Ti9BL. E ) . COAIC'RE TE BARRIER AND _ B fi F7 EkI //V�GVFL L NOT SHO"IV RMOVE 5X/STING CONCRETE. \ RETA IN EXIO TIIVC:� DECK l RE /NF�RCEENT PC SED /BOER, DECK \ "' BARB /ER Rf7lL/NC� CONFORM TO EX /ST /N� SHOWN -- CROSS SLOPE AND GRADE \ :::' :...:::::: s' — -- - -- ��} �- EX /S 7-INC- DECK ANI� C, /RDER -- l -- ` Q �- / "HOLE Z% „NOL E i ............{ ::: i DR /L L AND BOND Q / 4; :;:::::: i::. ..... / DOWCL 1/V I /4 OX /2 DEEP SET C7 /RDER CN X G "X -� ..::: :..:.: /' HOLE, 707. 2 i O EL,407- 0"ERIC BEAR /NC� -� — - - - -� - 8" 4" PAD TYP.) - - %2 "X 3 ",EXP. c-10 /NT F/L L ER - TCP CF ABG�TMENT EXCEPT AT C7IRDER STEM �� REMOVE EX /ST /NG C0NCRETE. O T /NC BRID3 E ( TYP.) RETAIN EXIST /N( FORCEMEAT EL EV,4 T /ON 37-/A/q 43R/D(�-77E 3 c — / #lo X 7 O" @ K /MBERL /NA RD. I #6 X 7`- 2'; TOT. 5 - -- i /�� OOGVE,L /N / %4 •• 0 X /2 ' DEEP HOLE, TOT. 5 O IPOSED C'IROER, DECK BARRIER RAIL INC3 - SHOGV/V — 8361 TME/V T AND NINE NA L L PL A N - CONCRETE BFgRRIER NOT SHOWN 3-4 c I NOTE: FDC1NDATInN- MATERI/-IL_. X1 T/-! /N THE L /M/ TS OF CONCRETE v CANAL L I///NC7 SNAL L NOT BE D /STUBBED 1 \ @ k/ L l ROAD SHEE CJ, to R / O V,q L. �1 B C/ TME/V T AIVO IVINC-; GV,1 L L EL E V.q 770 N SCALE :6/6 "= /' -C" (,I, J �>� w BL-0000. I M --- ROC16'HEN CONCRETE SCARF/ -? CE L TOP OF EX /ST /NCB ABUTMENT 4#14 11 FlgRT ELEVIQT /0A/ SCIQ L E: 3/4'1 = /'- 0 � G /RDER BEAR /N� SEAT ABUTMENT FRONT FACE EX/sTiivc wiAIC7wAL L EL EV.4 77 0/V RECOMMENDED FOR APPROVAL: 9CIQ LE : //4" a/ =0" X D IGN ENGINEER R.C. E. No /f3i92 DATE ZZ 19� SCALE: j4" = /' -O" 1- 3� Dii #4 CONT. , TCT. 4 THRU 0 HOLE, TCT. Z I - #4 PL ACE PARAL L EL *6 X 2/ 6,1 C° /8 ` I TO C7 /RDER STEMS 1 STEMS, TCT. 2 !RDER CONST e-1011\17--- *,g (-- --%2 "X 3' EXP. c/O /NT F/L. L ER, EXCEPT AT C-IRDER STEMS /8 �r,0� /j 544 7- { • it V #4, TOT. 7-----` M �I lo" I /(o" 4' -3" @ NANAGVALT AVE. SECT /OA/ 13-3 SCAL E : 314"= /'- c7" "0 " Ti98LE LUClq T 10N lQ SNOGV ROAD 3/3/8•` 2� 61VENTf -I 6TA1'10AR0 ROAD 31 %4 " O3 ZERKER ROAD 3 / k " OS /l /MBERL /NA ROAD 31 %2 " 7Q 14,4N.9GV qLT AVENGE 3 / %2" I M --- ROC16'HEN CONCRETE SCARF/ -? CE L TOP OF EX /ST /NCB ABUTMENT 4#14 11 FlgRT ELEVIQT /0A/ SCIQ L E: 3/4'1 = /'- 0 � G /RDER BEAR /N� SEAT ABUTMENT FRONT FACE EX/sTiivc wiAIC7wAL L EL EV.4 77 0/V RECOMMENDED FOR APPROVAL: 9CIQ LE : //4" a/ =0" X D IGN ENGINEER R.C. E. No /f3i92 DATE ZZ 19� SCALE: j4" = /' -O" 1- 3� Dii #4 CONT. , TCT. 4 THRU 0 HOLE, TCT. Z I - #4 PL ACE PARAL L EL *6 X 2/ 6,1 C° /8 ` I TO C7 /RDER STEMS 1 STEMS, TCT. 2 !RDER CONST e-1011\17--- *,g (-- --%2 "X 3' EXP. c/O /NT F/L. L ER, EXCEPT AT C-IRDER STEMS /8 �r,0� /j 544 7- { • it V #4, TOT. 7-----` M �I lo" I /(o" 4' -3" @ NANAGVALT AVE. SECT /OA/ 13-3 SCAL E : 314"= /'- c7" r d tI COUNTY OF KERN SCALE: IQS 91 ONAI IBC /TMEA/T 0ETiQ /LS FIELD BOOK NO. DEPARTMENT OF PUBLIC WORKS DESIGNED D BY 39 /0 r E /^/ /DEN /AV C-7 I-7- t-`R 11q 1V T --- SHEET NO. (ROADS) KERN CANAL 6A10kV RD., SEVENTH Sr/9/VDARD RD., ZERKER RD. , I / DRAWN BY6-eS GW $ D. C. I C ECKED BY BAKERSFIELD, CALIFORNIA KIMBERLIAIq BPD., ,AND 1-1,4N1gN1lL7- 19VE. of 27 r d tI \I CONCRETE BARR / ER AN WJNC-7WALL NOT SHOWN CONFORM TO EX/ST /NC;� CROSS SLOPE AND GiPADE SET C31B0ER ON 7 "X G "X ELASTOMERIC BEIPR/AIG: Pi4 D C 7TY1`.: ,, #ro x ro ' - /o ", To T..4 //2" EXPANDED POLYSTYf ' AR0611V0 ELASTOMER /C /:, #�o X L EN(f,- TI-1 AS — REC�Li /RED TOT. S O/ Top OF PIER EL EVA T/OI� SHALL BE ESTABL /SHED BY 66137_RACT 1NC "D" FRI THC EL EVAT /ON AT TH /S PO/N T C SEE TABLE) V CONCRETE IPEMOVI- -q L T #lo XG' -O" THRU 2%4" 0 HOLE /N C7 /BOER STEM, TOT. 4 /CRETE. FA PROPOSED 51gRR /ER R/gIL, AND PIER D /API IRAC'M NOT SI-'DI AI P� JP T E L E V 1q T/ 0 A/ ANTI Lp_V M i F� OCAL E: 5114 REMOVE EX /STING CONCRETE. RET/1IN EXI 6 7_11VC7 REINFORCEMENT ` 119 EL A S TO",--WIC 3E19R�AI < } I I I 1 a .i EX /ST /NC? BRIDC7 E n _ EX / S T/NC� /BECK .4A/49 G /RDER PIER 7" 7" l O I; O — OR /L L AND BOND #moo X S `- 0" DOGVEL /A/ Ij4 "Q1 X/2 " DEER ` h'OL E, , TOT. O O / O %" 7" O EXIST /NCB CONCRETE. i I i EX 16T/I10 REINFORCEMENT O O i O DRILL i AID BOND * G X4 O" 001-VEL /N I %¢ " 0 XI 2" DEEP � O `� 1 140L E, TD T. 8 ( \� O '/ l O V �'---- -EXISTING ABC/TMEIVT N ,j o W OBI �O FACE ANO R0C1G; NEN DER OF EXISTING N E O O i 'DRILL AND BOND 09X4�- O" DOWEL /N /!'/c3 " 0 X / 2 " DEEP HOL E, TO T. 2 EXI671NC7 BRIDGE SI-/OIvAl r W1 TN CONCRETE CURB REMOVED •I P�9JP T PL 19N eaJle`( 11 SCALE : 314 O" 'IISECT/ON /A--A SCALE= 3 /4 "= /' -0At O7 HANAG� ENG�E 3/ %4 " P� JP T E L E V 1q T/ 0 A/ ANTI Lp_V M i F� OCAL E: 5114 REMOVE EX /STING CONCRETE. RET/1IN EXI 6 7_11VC7 REINFORCEMENT ` 119 EL A S TO",--WIC 3E19R�AI < } I I I 1 a .i EX /ST /NC? BRIDC7 E n _ EX / S T/NC� /BECK .4A/49 G /RDER PIER 7" 7" l O I; O — OR /L L AND BOND #moo X S `- 0" DOGVEL /A/ Ij4 "Q1 X/2 " DEER ` h'OL E, , TOT. O O / O %" 7" O EXIST /NCB CONCRETE. i I i EX 16T/I10 REINFORCEMENT O O i O DRILL i AID BOND * G X4 O" 001-VEL /N I %¢ " 0 XI 2" DEEP � O `� 1 140L E, TD T. 8 ( \� O '/ l O V �'---- -EXISTING ABC/TMEIVT N ,j o W OBI �O FACE ANO R0C1G; NEN DER OF EXISTING N E O O i 'DRILL AND BOND 09X4�- O" DOWEL /N /!'/c3 " 0 X / 2 " DEEP HOL E, TO T. 2 EXI671NC7 BRIDGE SI-/OIvAl r W1 TN CONCRETE CURB REMOVED •I P�9JP T PL 19N eaJle`( 11 SCALE : 314 O" 'IISECT/ON /A--A SCALE= 3 /4 "= /' -0At 4 z — 36 ° X' x COUNTY OF KERN DEPARTMENT OF PUBLIC (ROADS) BAKERSFIELD, CALIFORNIA -* 3" & H41V1gNAL7-AVENUE PIER 4" 4" BCo -2/ TYPE A SC-AL F• _� °CL. IO — #4 BET "WEEN C7IROER #4 L1 �' /2. PLACE P,gRALL EL STEMS, TOT. 2 — TO C7/ROE�e STE i S )7 I O #% THRGI JO HOLE, TOT. _ #4 CONT., TOT. 4 I 7 "X 6 "X %2" E1_.9S- 0MlER 1 C / BEAR/NC P4 @ GIROER _ STEM (TYP) � #4, TOT. 4 WORKS #- 6 • • Imm-L IS" _ %2" EXPANOED POLY STYRENE AI�OL�ND BEAR /N� PADS TOT. 4 #4 @ 9 SECT/ON 8 -8 SCALE: �14 " = /' -O" v t- is a 1 J SCALE: FIELD BOOK NO. 46 SHOMV `1 ER DE TA IL S DESIGNED BY G M 8R/DC E IVIDE/V /NC AT FIE' //-?/V T SHEET NO. DRAWN BY6-88 KERN C/"7NAL C 4 5r 0 C. olvokv RD, SEVENTH STfI/UDfIRO RD, ZERfIER RD. C IECKE BY A'IMBERL /N,9 RD. , 117AI D HAN,9H9L T AYE . of 27 �.I RECOMMENDED FOR APPROVAL: ' 'ar• ;'.?; ESION ENGINEER i:. *j R C. E. No,_ /f3/92 DATE 19 4 z — 36 ° X' x COUNTY OF KERN DEPARTMENT OF PUBLIC (ROADS) BAKERSFIELD, CALIFORNIA -* 3" & H41V1gNAL7-AVENUE PIER 4" 4" BCo -2/ TYPE A SC-AL F• _� °CL. IO — #4 BET "WEEN C7IROER #4 L1 �' /2. PLACE P,gRALL EL STEMS, TOT. 2 — TO C7/ROE�e STE i S )7 I O #% THRGI JO HOLE, TOT. _ #4 CONT., TOT. 4 I 7 "X 6 "X %2" E1_.9S- 0MlER 1 C / BEAR/NC P4 @ GIROER _ STEM (TYP) � #4, TOT. 4 WORKS #- 6 • • Imm-L IS" _ %2" EXPANOED POLY STYRENE AI�OL�ND BEAR /N� PADS TOT. 4 #4 @ 9 SECT/ON 8 -8 SCALE: �14 " = /' -O" v t- is a 1 J SCALE: FIELD BOOK NO. 46 SHOMV `1 ER DE TA IL S DESIGNED BY G M 8R/DC E IVIDE/V /NC AT FIE' //-?/V T SHEET NO. DRAWN BY6-88 KERN C/"7NAL C 4 5r 0 C. olvokv RD, SEVENTH STfI/UDfIRO RD, ZERfIER RD. C IECKE BY A'IMBERL /N,9 RD. , 117AI D HAN,9H9L T AYE . of 27 �.I i N N 311-53 B3 -. ZSA 1 EX /ST /NG BRIOC7E 6A710 /N kv/TH / W /NG-AV1;L L TO 5EgA: /NC7 SE ,qT ELEVgTlON PROPOSED G/ROER, DECK AND 619RR 1ER R,-91L//VC-7 /VOT SHOWN 1 EX /ST/NCF BR /OCHE EX/ST/A3 8R/DGE /VOTE: ABL /TMENT / SHOWN. 19BUTMEN7- 3 SWILAR. I EX /STING BRIDGE � EXISTING, Gt/ /NGWAL L'-' � PROPOSED GIRDER, DECK AND BARR IER N07' CONFORM TO EX /ST /NC; _ CROSS SLOPE AND C',RADE CONCRETE BARR /ER AA N/NGN19L L NOT Sf- OI-11V SET (731ROCR STEM ON 8" X G "X //4" ELASTOME, BEAR /NC7 PglD (TYP. ) //2 "X 3" EXP. 4,10 //V T -- F/L L ER EXCEPT 19T C /R/�EiF' STEM ( TY1 ) IIB[./TME/V T /9ND W /A/Gkll1 LL PL AN SO L E : 318" = /'_ O,/ ., - --- 7 COA1CRE TE ,BARRIER NOT SHOWN -3 /-/ = 'o 461-17-MENT AND G✓/NGWA L L EL E V/4 T/ON SCALE • 318" = /' -O" #(3X 7� /" TOT. S ............. CONCRETE REM0 Vr9L - ` 6 X a" 2 " Tf /iPU HOLE /N G- 71A>DER STEMS, TOT. 2 7 3 „ ./- .4 a ELEVATION AT T/-//g PO /NT E: ::::`': :::::: ?:: • r c1RDER 8E19RIAlG SEAT c� I INDA 7-/OA/ MATER /AL IE L /"/ rS of CONCRETE //NG; SHfIL L A/07 ,6E "D I I ABG�TMENT FRONT Ex / s Tiny c-; tVIAlGGN/�qL L EL EVi9 T /OAI SCR L E : 04" T E L E Viq T/ 0 /V SCALE : 3/4" = /�- O" 'CRETE. o X/2 "DEEP - i i O <0q2 6X4' — O" O SEEP � a N- 0 I O . r N 0 a N T"E � i 51 S„ SECTION % —A r� Fxp.12 3141 4J-0.1 # 4#4 COIV T. TOT. G N HOL E, TOT. 2 #'6 X 2' -G "@ /8 aim O #4 BETWEEN C� /BOER 0 /NT STEMS. TOT. 2 BOA All I %2" X 3" EXP L10 11V T F/L L ER EXCEPT A7- # 57 � 6:�/RDER STEM Ake 04 [.] ABOVE EX /ST /Nr ABLE TMEN T #7 @18 #4, TOT. 74-- 9" R • 1 #'4 @18 9" SECTION B-45 SCAL E: 314" = / O" m CONFORM TO EX /S TI/VC-:� #' (-o X S �- /O" THRU 24" `Q A/OL E CROSS SLOPE AND C�'R�DE \ \ / /N C� /RIDER STEM, TOT. 4 CONCRETE BFl RR/ ER AND -� AIING'WALL NOT S! /OWN �� r PIER SEE "INSERT Blo -2/ TYPE A SEAL DET/� /L r REMOVE EXISTIA/C- COIVCRE -7E. " # 3'- u / RETAIN EXI ST /NC-� DECK 9 9 4 —1 @ /�-- (o ) (MR — / 2" ^:`::...'``. REINFORCEMENT C SET C3IRDER STEM ON 8 "XG "XY2 ` I EL1qS7-0MER 1C BE/gRIIV6 PAD \� T YP. ) 41'2" EXPFINDEl] POLYSTYRENE 1 -J� f7ROUND EL/-3S TOMER /C PA/DS #roX &' - /O ", TOT. (off i zz V ,0& X LE/VG- TN AS REQUIRED, TOT. to �9 I (D7-OP OF PIER EL EVlg7- /nN SHALL BE ESTABLISHED BY SG�BTRACT /Nl� 3 f " FROM Tf-✓E EL EV1Q T/ ON fJ T TI-I /S PO /NT. %,, TOP OF PIER OCONCRETE ,PEMOVAL PROPO SE/> BARR /ER RA /L, � DECK AND P /ER NOT SHOWN i' 6 '- G At Iri j EXI67-IN67 DECK AND MAID ER I DRILL AND O DL EE C 7-0 / 8 ,/ X / 2" DEEP O I REMOVE EXI ST /NG7 CONCRETE RET1Q1N EX /ST /NCB ', / RE /NFORCENTENT ' ap OR /LL QV/-D 80 "0 A6 G X 4 O" O 9" DOG -/EL /N ! %4 "QS X 10- OEEf' ' \ HOLE, TOT. 99 \ O \ 1 \ 1 O V / 9" \ o o EXIS TINS P /ER — o N _ \ o t o� CUT F�QCE /-lND ROG��HEN RE"IglNDER OF EX /STING SURFACE �— DRILL AND BOND #5X4' -0"1 DOl -IEL /N / %" eZ X /2" DEEP HOLE, TOT. 2 Pi9R T EL E VA T/O/V REMOVE EX/ S T /N� CONCRETE. RE7/4 /N EXISTING REINFORCEMENT 1 \ 8 "X 6 "x I /2" ELASTOMERIC BEAR ING PAD I I PlgR T PLA IV SCALE : 01144' = /! O" 4 EXIST --77-- EXISTING-; BRIDLE SHOAVIV J i W/ TH CONCRETE CURB RE MOVED :d• co o- 0 — O N 0 s S [; N SEC T/O/V IQ -Ilq SCHC.E: 314 „� /� �,� ei # 4 8E TWEEN 6,-/RD,--R STEMS TOT. 2 -- - � 8 "X G/ /X I /2 "ELASTOMERIC 3E19 R1"C --, F/9/—D STEM ( T �P) # 4 TO T 8 — --_ #4 @ /2. PLACE PARALLEL 7-0 C= BIRDER STEMS #4 CON T. TOT. 4 � I /2' EXPAN/�ED P� L yS T YRENE AROG //VD BEf1,R/NC-7 PADS TOT 4 #5 SEC 7-1014,-/ 8 -33 SOLE: 5/4" = /” -o" N <,q N N 04 CONCRETE BARRIER ( TYPE 25 ) PRECAST, PRESTRESSED G�lRDER NOTE : NORTN BR/OC'E S /M /L AR TO SOUTH BR/lx'E '1 1 1F SOUTH BR/DC-;E 1"- & L EROQ HI C-- HWAY NORTI -1 BRIDGE /19 ON 81- 9 " 3' -n In'- O" O„ Icy - O IO - O 3 - a,*- 9 IWDEN /NC-:� G,//DENI/VC; / / --- TEMPORAR Y RFI /L /NC' (TYPE K) B /I -30 /NG SLiRFAC/Nr EXISTING; SC1RFAC /N< EX /ST TO BE REMOVED TO BE REMOVED Ll L__J L_-J L__j Ll �-- I REMOVE EXISTING REMOVE EXISTING; RAIL AND CONCRETE RAIL, CONCRETE \ / VE EXISTING REMOVE EX /STINT(SALVi9GE METAL BEAM AND ID" COAIOUIT REMO RI4IL ELEMENTS) ('SALVAGE MET/-IL BEAM RA /L AND CONCRETE RAIL FIND CONCRETE RA /L ELEMENTS) (SALVAGE MET/ -IL BEAM C SAL V/-/GE METAL BEAM RAIL EL EMCNTS) RAIL EL EMEIVTS) ! C /BOER PRECAST PRESTRESSED @ I-qBUTMENT 60UTf -1 BRIOGE'- _ d -A rn Z PLRN SCAL E: %/ = !' O" D-Z TYP ICAL SECTION SCALE: %q "= /I -CD•' BEC7 /N BRIDC -; E O/ CONSTR-IC7- 14E7-1-�L BEIqM G-7614RD RAIL /NCB C SEE SITE PLANS) OTEMPORARY RAIL /N< T yPE K) . SEE DETAILS SHEET 12 OCONSTRCICT 3 "X I2" DECK ORAI/V THROUC::�I-/ RAIL AT MIIDSPAN 4� PL 61C-7 EXI STING' DECK !DRAINS W/ TH CON CRETE i� 31414PE SLOPE TO CONFORM TO EXIST /NC� SLOPE RAID NEN J GAIN <GJAL L AS D/RECTEO BY THE ENC-, INEER (TYP. ) m PIER -* 35'- 9 ,,-�-2 " 7/ �- 7'/ CONCRETE B/aRRIER / (TYRE 25) CAST- //V- PLACE CO/VCPETEE PRESTRESSING-; SYSTEM. SEE SHEET ND. 27 FOR DETA /LS. PRECAST, PRESTRESSED C- IRDER * 35 ' - 9 !-/2 " INDEX TO PLANS SHEET NO T/ TL E /8 C7 ENERAL PLAN /9 EXTERIOR ABCITMENT DETAILS 20 EXTERIOR PIER DETAILS 2/ INTERIOR 9B617-MENT AND PIER DETA /LS END BR/D<'E PIER 2 SECT /ON r- r TOP OF BARRIER RAILING --� BEgl" BR /GY-;E 35'- 9%2" 1 35 �- 9�2 ENO BR /DBE STRAl�NT GRADE _ 6TR,4lC14T GRADE II i -�- - L-� ---� CONCRETE LINED --/ I J C/ -IA/� L ABG�Tti'IENT / ,; - fIBCI THEN T 3 -� �il DIMENSIONS MEASURED ALON< PIE 2 BRIDc; c SEC 7 -/0A/ E - E NOTE: THE CONTRACTOR SHALL VERIFY /-ILL SC/aLE: %g < a> CONTROLL /NF; FIELD D /HENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL ;f x N 0) N EX/ ST /NG; J- -v1Nc-7-jv qL L NOTE .' EX TER /OR 19BC17-"EN T / SHOWN EXTERIOR 1 361 TiIE/V T 3 S /Rv/ /L.9R EX/'� ---- SEE IDETIQ11 "18 Al PROPC�SEO C- � /R/�ER /BECK AND BARR IER RA1L /NG3 , NOT OB TGRSE I` \ EX/ S T /Nc7- Z3R11D C E �F EX /ST /NG BR //SCE EXI STING BR10C -; E .9H(D Al 4V17-1--1 W /NC�I,/AL L REMOVED TO BEAR //VC' SEAT EL EVIQ T10.,V -7 �-- Ex1sTrNC BR /1�c�E SED C- ; /rP/�ErP, /BECK / -?AIID R RA /L 1NC.7 /VOT 61-101,VAI -- ACL /7-E SEE DETi9 /L "B EX TER/OR' ABU 7 -MiFAT 19/VD lAv11M('--::�1,V1q L L PL A AI sc%�LE: 3 /B "= /' -O" CONCRETE 8/-1RR/ER NOT SNOWN- -- N i on 30-3 / CONCRETE BA IWD WIAIGJ /4 SHO"Al SET GIRDER STEM ON 6 "x6 "x %4" ELA6 TOME'4 BEAR /NC PAD. (T YP %2 "X 3" EXP. _101NT FILLER, EXCEPT AT C /R/�ER STEM. (TYP. # 6 X 7', -- 6 // TOT. 5 (AC #& X 7 �- 3" TOT. 5 ('00 OTOP OF AB61T4El SHALL BE ESTABI SCrBTRACT /NG' 3G'. EL EVAT/OIV AT Ti \ cW � W MOTE: FOUNDATION MATER /AL W1 TN /N T-/E L 04I TS OF CONCRETE C,4/V/-7L L ININC-7 S HAL L A/07- BE D/ STLrRBEO. - t EX TERD OR 1g9U TME/V T �40VD PVIAI CFG�4LL EL E VA 770A/ SCALE: 3/B" _ /�- o" CONCRETE REMOVAL / #CoXe' -do" 7-HR61 0 /-SOLE /N G- 1R0ER STEMS, 7-0 77. Z (ACUTE 0 OBTUSE) i :MOVE EX /ST //VC-; CONCRETE. O~ "Ti9 /N EXIST /"G„ OEC/< -#41 @/8 /NFORCEMENT % I/Al #4 COW., TOT. 4 Ti -IR61 Qf NOLE, 7-07: 2 -> EX107 -III -i /BECK AND GIRDER Z -- /.ARIL L AND BOND # (;�, X 5 / O" �,�0 DOGVEL. /N /j¢ " 0 X / 21,y DEEP - -- #4 LJ @ / 0. PL.9 CE P�4RAL L EL /-1OLE, TOT. 2 Q #mooX 2 �o" /8 I TO G;/R/DER STEMS � J ,� #4 BETWEEN ��RDER CONST. c/O /NT�� STEMS, TOT. Z A L `\ 11VIX 3" EXP. z,10 /A/ T MMOVE EX 157-1100 CONCRETE. # c '-IL L ER, EXCEPT AT ETA /N EXISTING' REINFORCEMENT �- ' C /R/�ER STEMS I _ DR /LL gAID 501V0 #6X4' -O " I� DOGVEL /N / %4 " 0 X 12" DEEP � HOL E , TOT. $ 5�9 W o c Z lqGV CUr FACE AND ROUGHEN EMAINDER O!= EX1 ST/NG7 ' IRFACE ACC/TE CORNER SNOIVAJ, EXTERIOR ABUTMENT AT OBTL/SE CORNER SIMILAR I PA AF T EL EVIQ 7-10 /V C- ;1RDER BEAR /NC-; SEI97 ABUTMENT FiPOW- FACE 1 ii •+ tl i EX DS TDA167 GVIIV0GVAL L EL EV1I7-10 N SCALE: I /4 " = /'-O" 7 EX/ S T /NC? ABC�TMENT -- � SECT 101V 19 -1G1 OClq L E: 31,4'q _ /'- U" N T. 7 SECTION B — B SCALE : 314 " = /' -O" O_ ABGr7-N1EN T #4 7-7 RE/NFORCEMEN T ��- # 4 /�o %2rr O E Tl9 /L 11B SCALE : 5114" _/' 0" i • 1 ! 4 .T CONCRETE B ,A RR/ErP A!VO !,/ //VG7G\!/aLL A/OT SHOG\!N CONFORiV/ TO EX /ST //Vc=; i CROSS SLOPE r4N/D GRADE \ SEE "INSERT a r SET C /RDER STEM OA/ — , % I 7 "X 6 "X//2 "ELASTnMER /C ��C f BEAR //VC -; Prq/� l TYP) N � //2" EXPi4NDED POLYSTYRENE - - --�� AROVAID EL AS TOMER/C PIq /D S #6X7' -4'; TOT. 4 �>: CONC/PE TE REMO V/-1 L #6 X L E_,VC3 TH ,q6 k EQe_11REo THRev 2 %4 " Q1 HO E /N Q1AIDER STEM, TOT. 4 I B A } i REMOVE EX /ST /NC CONCRETE. ^: Fl, BETA /A/ EX 16T /NC7 DECK RE /NFORCEMENT EX /ST /N�` BECK AMMO GIRDER � \ — — DR /L L AND BON/ #• to X 5 TOP OF PIER � # 6 X LENGTH AS REQUIRED, TOT. to 7/-0" E P IER 7" 1 7" I 2 N O L J HOLE, TOT. -REMOVE EX /ST /NC-; CONCRETE. O O / RETAIN EX /STIAIG RE /rVFORCEME/V T ON O/ TOP OF PIER EL E V/q T1O V 6H/-7 L L BC- ESTABL /S /-lEO SY SLrBTi?/gCT /NG, 3 / %B `FR OM Tl -IE EL EV/a T /ON IQ 7- THIS POINT PRC�POSEI� BARB /ER Ri9lL, DECK AND PIER NOT 61401,0N i 7//? PART EL E V1,q T/0N SCALE: 3/¢" = /'- ` 1, REMOVE EX /STING CONCRETE. RETA /N EX /ST11V REINFORCEMENT 1 1 / / l / I R� O7N 7 "O I I I O O a o � DR /L L AND BOND #• G X 4 '- Q" DOG\/EL /N I %4 " 0 X /2" DEEP 0 HOLE, TOT. 9 o o �► o @� o v c SAln/ COT FACE AND ROUGHEN O REMAINDER OF EX /ST //VG; SURFACE O I O I " N n n DRILL AND BOND #5 X 4'- O'' OOGVEL /N /%a "0X /2 "DEEP f•/OL E, TOT. 2 - - -- _ y EX /ST /NC BRIDGE ,- ELRSTOIVIER /C �.: - EXI STING BR /D C� E SHCJGJN '•d� WITH CONCRETE CURB REMOVED .D .o P/9 R T 1"='Z- A A/ 6ECTION lq -A SCALE: 3/4 " =I' -O" E PIER 3� o" " a TYPE A SEAL 1 I #4 BETWEEN /BOER I I ��`4 U @ /2, PLACE PARAL L EL STEMS, TOT. 2 TD c /RDER STEMS # 6 THRG/ 0 HOLE TOT. 2 O I( O 14 CONT., TOT. 4 6 "X 7 "X %2" ELASTO"ERIC BEAR //VC-:� PAD @ BIRDER STEM ( TYP ) #4, TOT. 4 i / N, \' I \ • \ • //2" EXPANDED ROL YSTYRENE AROCrNO BEAR /NC PADS 0,1 �- #S�7-07- .4 .I V4 @ 9 SECT/01V B-3 I I '1 t I c I c I � EX /S T /NCB BAP /L7C� E �"' v` EX /9 7-/A/C,- 89106-7E -- EX /STING' jREMOVE EX /ST /NC' CONCRETE. G�/INC� WAL L BETA /N EX /ST /NC-i RE 1NF0RCE MEN T / PROPOSED DECK FIA/0 A3617 -NIENT D /APHRAM NOT SHOWN - L ERDO /HW Y. " EX167-IAIC-7 6R/DC7 E SHOI -/N WITH W /IVC-7 /-V IQL L REMOVE/. TO BEAR /NC-7 SEAT EL E - VATION l /VOTE :.9BG1 TiVIE"T / S'WOW/V ABUTMEAIT 3 S /M/LAR I REMOVE EX /S TINC-i CONCRETE. BETA /N EX/ S T /N� / DECK RE /NFORCE�vlENT \ / #<o X / 2' O" THRU / %2' 0 HOL E /N BIRDER STEMS, TOT. Z \ CONFORM Tn B EX /ST /Nr CROSS, EXl S T /N� DECK SLOPE AND GRADE 1 i :<.....•:•:.•..•..•.•..•...•. /2 X3 EXP. c -/O /NT FILLER EXCEPT AT --, C/RDER STEM CTYP. ) SET C7 /RDER STEM ON 7 11X 6 "X %2" ELi4ST014EIP /C , BEARING F°qD < TYP ) 7 "X 6" X %4 " EL ,4 S TO MER /C / BEAR /N� PAD `6 X LENC7TH AS RE<?G' /RED, TOT. S' �POC�C�HEN CONCRETE � SC�RFACE / REMOVE EXISTi/vC -; CONCRETE. RE THIN EXI S T/NC7 REINFORCE - MENT EXI STINC-; ��:�:�:�:�:�:• /- �BG�TMENT-- - EX 1677NC--7 -✓ / BR/IxE ` 1 �E EX 107-1NC7 BRIOC--7C /LATER /OR 1BUTMENT ,'LAN SClqLE : 3 /8" = /' -D" EX /ST /NCB BR/DG-E --- TOP OF ABG�TMENT -_� J l J CONCRETE REMOVAL N ;.•::•..t.:.:: ? :::,•;. :.:::: _..-- EX /STING DECK �_ �. AND �' /ROEFc' O — e DRILL AND BOND *OX4 ' O" 4" DOWEL /N 1!-4 " 0 X / Z "DEEP -- -- HOLE, TOT. 2 EACH SIDE. O 0R/,L L AND BOND #;0 X4' -0" �j O DOWEL IN 0 X /2" DEEP �d 3 HOLE, TOT. 5 EACH SIDE. WN • _l/ Q O 0 u m O SAW C61 T FACE AND RO UCH HEN REMA /NDER OF EX/ S T /NC; SG'RFACE EX /S T /N�' I98G1TMEN 7- -- 3 O" #4� @/8 #4 Co" 7--, TO T. 4 •# ro TfIRG' 0 HOLE, 7-07-Z �O l # 4 U � / 2. PLACE PARALLEL r� X 2 TO /BOER STEMS O 94 BETWEEIN r'IRDER C`ONST. cJ0 /NT STEMS, TOT. 2 #4 _ %2 "X 3" EXP �/O /NT FILLER, • EXCEPT AT c -/BOER STEMS. I• • �- 4 4U @/8 I• _ — •#4 l2" r r ,q wow g SECTION /q -lq SEC T/ ON 3-8 SC/gLE: 314 " = / =n" SOLE: 914 TOP OF ABU TMENT EL E VA T /ON SHAL L O BE ESTABL /S /CEO BY 6G157-R/gCTIA/C -- 3/ % " FROM THE EL E V/-1 7-/ 0" ,q T THI S PO /N T C EXIST /NF;' BRIDC -;E SH01-11N - W /TN CONCRETE CC.1RB ' REMOVED -- �l EX /ST /NC- OECK >::`: :.:::: \ ANO C-; /RDER EX /S T/NCl BR /DCE� 7, REM 70VE EXIST /N� CONCRETE. BETA /N `'' EX/ ST RE /NFC-)RCEME &V7 — OPC�SED DECK AND %2" EX,-,91V0E0 POLY- ' PIER O/APHRA/4 NOT \ STYREA/E ARIJG�ND 7 "X r "X %2 ~ ELASTOMER /C SET /RDER STEM ON LEROQ WG�/Y SE/4R /NC-; PAD 7 "XG "X %2" ECA07-0 AA_ _ _ MER /C BEAR /NCB PA O ABUTMENT EL E 1//4 T/0N SCALE: 3/411 REAIOVC EX /ST /NCB CONCRETE. - /� RE7fl /IV EX /S7-/A/G; DECK REW- / F0RCENIE/17- #6 X I Z/ O" 7WRGl /k2" HOLE / /N C-; /RDER 6 T 14 0, TOT. 4 \ �- COMFORM TO LERDO �7 �) EXIST /NC7 CROSS .. / Hwy ID /SLOPE AND i7RADE ( i I , I ./ �.:..... TOP OF P /ER SAW CUT Fi9CE ANO LEAVE OVE EX /ST�N� C,ONCRETC. REMAINOER OF EXIST /LAG �- REMOVE EX /ST /NC? CONCRETE. RETIVAI EXIST /N�' RE /NFORCC- /N EX/ ST/ RE /N - SG'RFACE ROG��f� MENT 'CEMENT �'� `�� - - �-- EX /ST /N EX167ING; CX /STING BR/xC S Ql../N WITH CONCRETE CURB REMOVED /N TER /OR P/ E R P Z- A /`/ P IER EL E VIq T/ 0 N O TOP OF PIER EL EVi9TIO/V SCAL E : 314 SHALL. BE ESTABL/SNED i BY SG1&7-R4CT /NC-; 3/31,6" t RECOMMENDED FOR APPROVAL: F;,?0 i/ TivE' EL E VAT/ ON /-I T THIS f 0/N T •. .. ' f DESIGN ENGINEER DE PAR1 i `rt R. C. E. No. 18192 A, it DATE C i PIER '„ 7„ y EVSTIA/C�' DECK�_y AN/� �IRDE R O I O O OR /L L AND BOND #6 X4' O' O 7 � �� O OOPVEL /N I %4 " 0 X 12" DEEP \ HOLE, TOT. // EACH SIDE O O -- -_ -- -- 6,4N CUT FlgCE AVD ROUG7HEN O , f REMA /NDL --R OF EX/ S T /N�` SURFACE I S" S" S" EX /ST /N� PIER -- SECT /ON C -C �E PIER 3'- O" of Fo U #4 BETG•/EEN � /RDER ` R ( • PARALLEL TO STEM S, TOT. 2 � ) CCIR � R STEM, S •#'4 CnNT. , TOT 4 #6 THRU 0 1401-E, TOT. Z 7 "X 6 "X %2" EL /-1 STO - / •� %2" EXPANDED MER /C BEAR /NCB PAD POLYSTYRENE @ /RDER STEM <TYP.) / • / • EXCEPT �T _ 5EAR 1/VC7- PADS # 4, TOT. /O ✓ • • • u 4f #4 @9 314 SECT/OA/ 0 BEG /N 8R1OC7E I II L f..—,J i ABC�T�VIENT / 55'- 7P2 " TOP OF BARB /ER SPA /L /NC7— -- STRAIGHT GRADE OCOA16TRI -ICT METAL BEAM GI-119RD Rf1 /L IMF' (SEE !SITE PLANS) OTEMPORARY RA /L /NG' (TYPE K). SEE DETAILS 6A-IC-ET /2 OCONSTRUCT 3 "X / 2 " DECK DRAIN THROV Q H RAIL AT M/O SP/a1\I O4 PLL /G EX /STING DECK DRAINS kV1 Thy CONCRETE �i t � '# / / /' -3a * 55'— 7 %2 STRAIGHT GRADE CONCRETE L l NED- CAq"A L \ t t -- __j - -- PIER 2 SECTIOIV 0 -0 SCALE : %g" =I' -O" DRIVER ROAC a ' --ENC> BRIDE I _ L JJ t ABUTMENT 3 DIMENSIONS MEASURED ALONG (?- BR /0677E I SHAPE SLOPE TO CONFORM TO EXI S TING SL OPE AND NEW AVINGNAL L \ AS DIRECTED BY THE EN(;�/NEER (T Y),,_ ). 1\ B /l -53 CONCRETE BARRIER (TYPE 25) PRECAST, PRESTRESSED c/RDER -1 BRIDGE /O' -O" - B //- � I --,-TEMPORARY RA /L /A/6 KT), E e)-- EX /5 TING SLIRFACIN� TO BE REMOVED —� is \ t /- 'REMOVE EXISTIN< RAIL — - -- - - - -- AND CONCRETE REMOVE EX /ST /i AND CONCRE' e g8UTMENT D PLAN SCALE: %g"= /' -O" RECOMME - ? t DESIGN Ft. C. E. DATE 1� \ f� p /ER TYPICAL SECT101V SCALE . /4 /'- (D i i /A/DE)( TO PLANS SHEET NO, TITLE 22 GENERAL /::L1-11,J 23 fIBC/TMENT DETAILS 24 PIER DETAILS 70AICRE TE BARR IER ( TYPE 25 ) PRECAST, PRESTRESSED C/RDER I- PLACE CONCRETE ESS/NC SYSTEM.- 'EET A/O. 27 FOR S. ,F NOTE.- THE CONTRACTOR SHALL VER /FY ALL CON7-ROLLIN63- FIELD /] /MENSInNS BEFORE ORDERING <DR FF,4BR 1C1q7-1Nc3 ,Q"Y MATERIAL F } d rt` S� i� N ' /RIDER, DECK RAILING NOT_.._ !SE /VOTE : ABG/ THE N T / 51-10WAI \ ABUTMENT 3 S /M /L AR EXI S T /NCB G IAIG'. I EX/STiNa 5R/06,7-E EX /STING; SRIrOCE SHOG,/N W /Tf-/ tV11V I-VALL REMOVED TO BEAR /NG SEIgT ELEVAT/(::)/V EXISTING BRI DOE — /RDER, DECK ')?AILING NOT ACG/ TE —SEE DETiA /L AIA " AB G/ THE N T ,4/VO 1^,/ A L L O L /q N CONCRETE 51qRR 1ER NOT SHOWN SOLE : 311<5 " r O" (ACUTE) 30-3 3 -4 �z CONFORM TO EXISTING CROSS SLOPE .9N1D GRADE \ CONCRETE BARRIER —• ANO G AlV67F /ALL NOT SHOI�/N \ SET G� /R/>ER STEM ON` /O "XCo`X %4" ELIq ST(--"> MER /C BEAR /NC PAD (T>'P. ) F/L L ER EXCEPT AT c /BOER S TEM ( TYP. ) 6 X 9'- 9" TOT. 7 -- O/ TOP OF ABUTMENT ELEV.9T /ON SHALL BE ESTi9BL /SHED BY 6C.18 7-RAC T /N G 4 D •3/B'/ FROM THE ELEVAT /ON AT TN /S POW NOTE : FOUNDATION MATERIAL X /TN /N 7-1-1E L /Ml TS OF CONCRETE CRNAL L /N/NG' SA/ALL NOT BE D /STL�RBED /9661TA4EN T A/V O N/ N C !V /-� LL EL E V IQ T/(:�) N SC/-3LE: 318" CONCRETE REMOVAL # �6 X /O'- 9" 7-HR61 � /-COL E /N Gj /RDER STEM, TOT. 2 8 /4 HOL E 2 4~HOL TOP OF ABUTMENT-- C /RDER BE/aR /NC SEAT 8 @ ,9CUTE COR/\/ER �✓ ABUTMENT FRONT FACE EX /S T/NC-; WIAIQA44L L ELEVATION % Aj A ✓- RE"NIO VE Etc' /S T/IVC7 CY�NCRETE. BETA /N EX/ S -/,VG DECK::: EXI STING; DECK AND G; i ;X;::?l: ORI L L AND BOND Po 6 X 5 / l DUGVEL /N /iYo X /2" DEEP / \ 1404. E, TOT. 2 5`14 CI4 S /rOC / \ I I a REMOVE EX) VG CONCRETE. APETi9 /N EX /S T /NCB RE /NFCRCEMENT >- DRILL AND BOND #lo X'% O" DOWEL /N / %4" X /2 "DEEP I 3 HOLE, TDT. 7 EACH 61DE � � � I I -SAW CG�T FACE AND ROG��HEN REMAINDER OF EX /ST/N� SURFACE ' ROL'C�HEN CONCRETE SURFACE \\— EXI ST/N� ABUTMENT -�� A *4 @ I2 0) -# 4 EEL E V 1q TI 0 A/ #6 THR61 Qf HOLE TDT. 2 CONS T. c./O /NT -- -- - #mac F-- R8L17-MENT \( I REINFORCEMENT IDETAIL "'A " SOLE : 3/4" = /' -O" igt 6 X // -3// THRL1 0 140L .E /N /RIDER STEM, TOT. 2 CONFORM TO EX /STING; zll CROSS SLOPE AND GRADE 8 / CONCRETE BARRIER AND W /NCB ,,qZ_ L NOT SI -IOWN #� X 9'- 9'; TOT. 7 I @ OBTUSE COR/VER #4 C-ONT; TOT. S J o : }� -" 4 LJ @ / 2 . PLACE PARALLEL N Ijj�� TQ C /RDER STEMS � fly 94 SETHi/ -EN C /RDER g ° " STEMS . TOT. 3 - ' FILL Cm EXCEPT AT c _ /RDER STEMS #4 @ /8 #4, TDT. 7 l0 /mow SECT 70A/ B - N 0 0 I N O N 0 N w SECT /CAN A -� 3, 10'- 7" (OBTUSE ) IAJ �.. NOTE : FOUNDATION MATERIAL X /TN /N 7-1-1E L /Ml TS OF CONCRETE CRNAL L /N/NG' SA/ALL NOT BE D /STL�RBED /9661TA4EN T A/V O N/ N C !V /-� LL EL E V IQ T/(:�) N SC/-3LE: 318" CONCRETE REMOVAL # �6 X /O'- 9" 7-HR61 � /-COL E /N Gj /RDER STEM, TOT. 2 8 /4 HOL E 2 4~HOL TOP OF ABUTMENT-- C /RDER BE/aR /NC SEAT 8 @ ,9CUTE COR/\/ER �✓ ABUTMENT FRONT FACE EX /S T/NC-; WIAIQA44L L ELEVATION % Aj A ✓- RE"NIO VE Etc' /S T/IVC7 CY�NCRETE. BETA /N EX/ S -/,VG DECK::: EXI STING; DECK AND G; i ;X;::?l: ORI L L AND BOND Po 6 X 5 / l DUGVEL /N /iYo X /2" DEEP / \ 1404. E, TOT. 2 5`14 CI4 S /rOC / \ I I a REMOVE EX) VG CONCRETE. APETi9 /N EX /S T /NCB RE /NFCRCEMENT >- DRILL AND BOND #lo X'% O" DOWEL /N / %4" X /2 "DEEP I 3 HOLE, TDT. 7 EACH 61DE � � � I I -SAW CG�T FACE AND ROG��HEN REMAINDER OF EX /ST/N� SURFACE ' ROL'C�HEN CONCRETE SURFACE \\— EXI ST/N� ABUTMENT -�� A *4 @ I2 0) -# 4 EEL E V 1q TI 0 A/ #6 THR61 Qf HOLE TDT. 2 CONS T. c./O /NT -- -- - #mac F-- R8L17-MENT \( I REINFORCEMENT IDETAIL "'A " SOLE : 3/4" = /' -O" igt 6 X // -3// THRL1 0 140L .E /N /RIDER STEM, TOT. 2 CONFORM TO EX /STING; zll CROSS SLOPE AND GRADE 8 / CONCRETE BARRIER AND W /NCB ,,qZ_ L NOT SI -IOWN #� X 9'- 9'; TOT. 7 I @ OBTUSE COR/VER #4 C-ONT; TOT. S J o : }� -" 4 LJ @ / 2 . PLACE PARALLEL N Ijj�� TQ C /RDER STEMS � fly 94 SETHi/ -EN C /RDER g ° " STEMS . TOT. 3 - ' FILL Cm EXCEPT AT c _ /RDER STEMS #4 @ /8 #4, TDT. 7 l0 /mow SECT 70A/ B - N 0 0 I N O N 0 N w SECT /CAN A -� 3, CO/VFORM TO EX/ST//VC::� CROSS SLOPE 9M0 C'RADE 1 79+6 X LE/VCTN AS REQU /RED THRC/ CONCRETE 5i9RR /ER AND HOLE /N GI/PDER STEM, 7-0 T.4 G✓ING AVAL L NOT 6A10AV,,V SEE "INSERT .......... ........... .......... .......... .......... ........... .......... ........... SET C7/RDER STEM ON /Z "X6 "X //2" � -- EL /-1 STONER /C N -- BEIgRV VG PA 0 T YP.) TOP OF P /ER � O' -4��, TOT. <2, -- � / PANDER — PnLYS T YRENE .��i ARO�C�ND EL/�STC�MER /C PA/�S i #- 6 X LE-A16;' TH R S C- REQL1 1RE0, TOT. /O OTOP OF PIER ELEVAT10A/ SHALL BE ESTABLISHED BY S618TRAC771NC 405/,g" FROM THE ELEVATION fIT TH IS POW T I.......... .. ..................... ..................... ..................... ..................... CONCRETE- REMO V/� L f=WRT EL E VA T/0 /V SCALE: 3/4" = /' -OD" �E PJER - REMOVE EX /ST /N� CO/VG'RETE. � RE7-,,9 1/V EX /S T /NG;' OECK RE /NFnRCEMENT 7" 7" I EXI S T /Nc7- DECK ,QA10 C7-1A-DER I \ — DRILL AND BOND #6X5' -O" O O DOWEL IN 1!-4 " QS X / 2" /JEEP H0/- E , TOT. 8 / \ O O REMOVE E ->C /ST /NCB CONCRETE. /i RE7-,9 /N EX /STJ/VC APE /NFORCEivIENT \ AND BOND 6 X 4- O O „ „ O q� OOl�EL /N / %4 "f6X / 2" OEEP 7 7 ' ”" HOLE , TOT. / 3 / \ O O z -- -- \ O :. .. o :`•: O 0 k �O ��EX /ST /NGj 1q3G17-MEN7- SAW CUT F/4CE /77/0 ROL107HEN REXMINDER OF EX /ST /N� 6 URFACE -7 '_" - -OR /LL AND aOIVD #SX4'- -O" 00/ -/EL. /N / % " X /f "' DEEP HOLE, TOT. 2 PROP�sEI� BARB /ER RA /L, DECK --- �'l/ .REMOVE EXIST /NC CONCRETE. /� PNR/ SCO S -*1 /N EX /ST /NG RE /NFC,PCEMEN7- j AND P /ER M V / i s `::• :: P; Iq /P T P L lq N SOLE . 61144 = /' -0" -- �y' •,' --X19 T1AX BAP /DGE - EX /ST //VG BRIOG;E RECOMMENDED FOR APPROVAL: - SI--/OG11V W /TH CONCRETE g��CLiRB REMOVED DESIGN ENGINEER Ft. C. E. No. /B /92 9 DATE 2 19� #4 1E PIER B�-ZI TYPE A SEAL i � 1 �I I�• #4 BET1,%/EEN C- BIRDER STEMS, TOT. 3 • ,*Co THRU I-10L E 8EAR 1NC7- PI-90 @ STEM (TYP. ) • # 4, TOT 4 — I 4�� IS" 04 d @ 12., PL ACE PARRALL EL TO GIRDER STEMS. #4 CON T., TOT. S - CL. I 112 " EXPANDED POLY STYRENE ,9R06ND BEAR //VG PAOS # .S F-- TOT. 4 *4 0,9 SECT /OA/ A -A S'ECT/O/V 8 -3 SCALE.'3 /4 "= /L O" SCALE: 3/4 " = /' -0- GX /47' a COUNTY OF KERN SCALE: /E/ IDETi9 /LS FIELD BOOK roo. ,45 $Hl�G�/N DEPARTMENT OF PUBLIC WORKS DESIGN ED BY BRIDC7 E GV/OEN/NC-:� /-�T FR 11I NT- KERN SHEET No. (ROADS) DRAWN BYG-68 C / /��L �� /� c. DRIVER /P (DlqD q- a7'. 24 BAKERSFIELD, CALIFORNIA ECKED BY �% � � / OF 27 - i a4 SEE DI6TRI6UT 101V PLATE / DETAIL, TI-/ /S SHEET r �b � P IER v/ E w A- lq C-- PIER EXTENSION—) 0 N "- Q qL VAN /ZED / D/S 7-RI361 7-/OA/ PL ATE 5 ti D /STR/B6/7710/V PLATE DE7W11 � I , f \' N / R � . S to t - . '�-- C;AL V/-/N /ZED P /PE DUC F pL �- EX /0 T/ j } PIER RECOMMENDED FOR APPROVAL: /'• DESIGN ENGINEER R. C. E. No. DATE fig '22 � l! 20 -� � PRESTRESS /N�' TENDON. PIE--R c A10RK /N iC-ORCE 67 vEN EXTENS /ON �) PRESTRESSING; TABLE, s/ 7"H /S SHEE T. J 0ENER4L NOTES: /. TENDONS SNAL L BE STRESSED ON EWC/H SIDE OF T /-/E PIER 9IM61L TANEOUSLY 0TR1g1VDS SHALL BE STRESSED IND/VID611qLLY /N EACH TENDON. EQU/ -7L 6TRESS /NI57- MOST BE MANTA /NED l97- BOTI --/ 6/DES OF 7-1-IE P/CR. Z RE /NFORCED CONCRETE FOR PIER EXTENSION: S TiPC. /C TURA( CO/VCRE TE, BR /D GT E ) 74'y = �, 000 PS / r / c = 3, 090 P61, n= 9 CEMENT CO/V TEN T = G58 1&s (ruin. ) 3. PRESTRESS 1A1 TENDONS itilA Y BE TENS /ONED B Y di9CK /lV c FROM OAIE END ONLY. PIPES TRESSIAIGi 1,1iV1 TS ARE 7-0 BE PLACED /N G;AL V1gN/ ZED P/PE DUCTS AS SHOGVN AND <'ROU TED AFTER STRESSING. PRESTRESS //VC' TAB L E LO Clq T/ O /V L E/VG7 TH AlORKIAlG FORCE " L SEVENTH 4/` -3" 95 -ST 9NDARD ROAD 3� Z'ERIKER ROAD 411-3 S O L EPDO N/�NWAY 83'- / "' 90 O KIMSERL /NA ' OORI VER ROAD (00,f-3 d ``\,� /00 0 Hi�INA1n/AL T � i AvEN� E O .POND ROAD 41'- 9" WORKING' FORCE : THE FORCE REQUIRED AF TER ALL LOSSES < 1VCL UD/NC' TIVOSE DL/E TO CiPEEP OF THE STEEL) HAVE OCCURRED. THE LOSS /A/ 7-14E PRE S THE S SING STEEL F DUE TO CREEP SHALL ,6E ASSUMED TO BE • Tf SCALE. PiPESTiPESS /NC C'//ST- /N- PL17C�" CONC�PETE FIELD BOOK NO. COUNTY OF KERN AS S110V DEPARTMENT OF PUBLIC WORKSDESIGNED BY gR/D�E GV /DEN /NC' �9T FR /ANT -KERN SHEET NO. (ROADS) DRAWN /BAY p CWAII 0. C. /c /'G!S V I G_. t BAKERSFIELD, CALIFORNIA CHECKED BY VAR /OL /S L001g7/On/S OF Z7 t �i i ri