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Home My WebLink About2.7-128STATE OF CALIFORNIA CONVENTIONAL SYMBOLS L nTLE SHEET SHEET NOVI c SHEEP NO 2 PHAS NG DAGRAM SHEET N0. J 5 TTP CAL CROSS SECnCNS (GALLOWAY OR.) SHEET N0. 6 J CROSS SECTIONS (FRONTAGE STREETS) �.,1�G � PLANS (CA OR ) SHEET No eJ JI PLANS (FRONTAGE STREETS) SHEET N0. 32 EMBANKMENT GRAD NC PLAN � [7 (A ylP=) 1 Me SHEET N0. 42 50 AGE & UIILtt PLANS (GALLOWAY DR.) SHEET N0. 51 6 RLITT PLANS (FRONTAGE STREETS) SHEET N0. 65 J2 ORA NAGE DETAILS HEET ND ]9 ]68 ETA LS HEET ND _ sTRPNG PLANS SHEET NO Et E4 SCNAL AND LGHTING PLANS SHEET NO SHt SH2 RA LROAO SHOOFLY PLANS SHEET N0. 512521 SiRUC1URAL PLANS & DETA LS STATE OF CALIFORNIA UTILITY SYMBOLS CONVENTIONAL SYMBOLS ;: e tale c � .��HG G � s0� Gabe — ee �.,1�G � d6 .�m.�1 — B dF 0t' � (A >Ne � — � adsaL � [7 (A ylP=) 1 Me Ma o. D + �( °a Pedas � + 9 �, i P oGAru �6. UTILITY SYMBOLS UNDERGROUND MARKER SYMBOLS u aP c c .��HG - � s0� Gabe — � n — B dF 0t' = D + �( a6_ � ; Poeo. UNDERGROUND MARKER SYMBOLS COUNTY OF KERN ROADS DEPARTMENT .PLANS FOR CONSTRUCTION OF GALLOWAY DRIVE UNDERPASS AT B.N.S.F. RAILWAY PUC NO. 2-892.6B `� 011 DALt t � _ � � -- I � �I� I� PROJECT �` �,II III 't' LOCATION_ �� L �L T �� L � � ��_ i � _Li_ �_ ��_ TI 9� �I_R-�%��_ , �� l ('. I `� I ,� I i 1 .y i 7- — I � ,�, �, � S ' �� I I _ 1i —-� I� �, �� ., � � F� I _ � �. I�, I �N ISI- r,, ...I � -�� /\_.I Iy � I I / � 'I % / , �. �� / �I — I T�I ✓,� � I ;�� I,,:_ �J�� - _�� i �� II T �� ill �_ ___. - L_ II 1. I'/ _� -� I I_ �. I�I �� I ��: � � �� /'� PROJECT LOCATION'I a CLLR `1,�. ,d. �� ,�.. \ � {, {N � \ � J e. COUNTY'OF. KERN NOIE TO DE SU LE lE OF CALIFORNIA ) 7 STANOARO P 5 DA E n1E CO POS ESSCFEO N i t (GR CLASSES) OF (CENSE •NCncE o conmacTGRs oN PAGE 1 of THE SPEC AL 50 S R 0 SEN NUR ALR OT ) CAeANU 22 CAVA O ( Ta r noN J ;� N LFG �, I/I/� �� _ �',l App o al Reco nded: �� J� � F � LZ1- k ✓ � i� r \� 1 �� i e,mud-.. 27 12$ �' . �__ __MC�_ .� u aP c c .��HG °ee :�M°� s0� Gabe COUNTY OF KERN ROADS DEPARTMENT .PLANS FOR CONSTRUCTION OF GALLOWAY DRIVE UNDERPASS AT B.N.S.F. RAILWAY PUC NO. 2-892.6B `� 011 DALt t � _ � � -- I � �I� I� PROJECT �` �,II III 't' LOCATION_ �� L �L T �� L � � ��_ i � _Li_ �_ ��_ TI 9� �I_R-�%��_ , �� l ('. I `� I ,� I i 1 .y i 7- — I � ,�, �, � S ' �� I I _ 1i —-� I� �, �� ., � � F� I _ � �. I�, I �N ISI- r,, ...I � -�� /\_.I Iy � I I / � 'I % / , �. �� / �I — I T�I ✓,� � I ;�� I,,:_ �J�� - _�� i �� II T �� ill �_ ___. - L_ II 1. I'/ _� -� I I_ �. I�I �� I ��: � � �� /'� PROJECT LOCATION'I a CLLR `1,�. ,d. �� ,�.. \ � {, {N � \ � J e. COUNTY'OF. KERN NOIE TO DE SU LE lE OF CALIFORNIA ) 7 STANOARO P 5 DA E n1E CO POS ESSCFEO N i t (GR CLASSES) OF (CENSE •NCncE o conmacTGRs oN PAGE 1 of THE SPEC AL 50 S R 0 SEN NUR ALR OT ) CAeANU 22 CAVA O ( Ta r noN J ;� N LFG �, I/I/� �� _ �',l App o al Reco nded: �� J� � F � LZ1- k ✓ � i� r \� 1 �� i e,mud-.. 27 12$ �' . �__ __MC�_ .� SCA® 00 - SCALE I" 300' SL PALAA EX CALLorvA A CTi CAPLAN .oR p x k ATT 14 PHASE 3 i PARSE 1 7RAFFIC EXISTING PAYED ROADS.,f RAILROAD USES EXISTING (RACKS TRAFFIC GALLOWAY DRIVE TRAFFIC USES UNDERPASS f I!p RAILROAD USES NEW BRIDGE CONSTRUCPON.. RAILROAD SHOOFLY AND SHORING' NW FRONTAGE ROAD, PALM EXTENSION CONSIRUC]TON, CLOSE RAILROAD GRADE CROSSING d :CONSTRUCT N£ FRONTAGE ROAD, GALLOWAY COURT SUMP EXCA VA BON 4 DESIGNATED EMBANKMENT (BLUKOFF) - AND LANC{EY ROAD j LEGEND scAce 1" 1300' � ��;/T.�%//�%T�yT/�� Y / /.'11J ACPY£ WORK AREA TH/5 PHASE '. 4 � e pgLu EST,.. � h � IRAFFTC THIS PHASE I IL s CALLOWAY CT P 4 S _ { ND CALLOWAY LISav 1. ANY NECESSARY SIGNING AND STRIPING FOR DETOURING TRAFFIC IS 7HE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE DONE ' N IN ACCORDANCE WITH SEC77ON 7—T.02 "MAINTAINING MAFFIC", OF -! LET WE. SPECIAL PRO09MS. U 2. REFER 70 SPECIAL PRONSIONS FOR SPEC/FIC VRD£R.. OF WORK" dWWW RAILROAD RIGHT OF WAY.APT AT. r 1 NON—DISRUPPVE WORK MAYBE DONE AT LOCA (IONS OUTSIDE ACTIVE WORK AREAS WHICH'ARE NOT INIHIN TRAFFIC AREAS PHASE 2 4, ACTERNAIF PHASE PLANS WILL BE CONSIDERED /F OEIFRMINED ti WAFT/0. EX/SP]NG CALLOWAY DRIP£ APPROPRIA7E AND APPROY£0 /N WRITING BY WE ENGINEER. PALM EXTENSION SEES SPECIAL PRONSIONS _. 1 NW FRONTAGE ROAD LANOLEY ROAD 2.7-12,2 ;j RAILROAD USES SHOOFLY I CONSIRUCPON BRIDGES LTOCO�vE. Pao. / - COUNTY OF KERN 9[1:i PHASE F'LA<V GAKKER D?1W LL 44zz �� Y DRN6cwslaPEC By UNDERPASSsIKKERDR/EtEAST '° ROADS DEPARTMENT ART SWEET N, C2gp2 BNSF. � RAILNAY.-- p_P7 BAKERSFlELD CAIJFORNIA NO, 2-B92. BB Bl , ��w wuawn.,rtu� ,xwm oiom PLANS p,. I 2 -3 ••` PO 1 , FL o © o © FL If i 7. MED/AN HARDSCAPING ® O! - ¢ PROFILE LOCATION SEE VARIOUS (4 THICK) 2% 2% /T SEE VARIOUS PARTIAL SECTIONS 7" I PARTIAL SECTIONS 2Y — ,02 2% 3 f art "e.e TYPE 65 CURBS IMOD/PIED) 050' A.C.— _ 0, 40 2 AS.— 250 — `L/MI TO OF 95%RELAnV[--� 250') ------- COMPACT/ON ' CALLOWAY DRIVE STA, 69+37 TO STA, 409+80.' NO SCALE LEGEND ® ASPHALT CONCREIE (A.C) AGGREGATE HA SE (A.BJ N A FIRE —SEE PIANS CONCRETE 2TYPE B5 L'URB 1 T (E BS C J BORIG/NAL GROUND (PO)MOD/PIED) 29 2% 2% — M00/FIFO { MED,'AN HARDSCAPWG _ (4" 7H/CK) CALLOWAY DRIVE Norex MEDIAN PLANTER DETAIL (TVP,) /Q .SEE DETAIL BELOW FOR MEDIAN AT PIANIFR LOCA PONS NO SCALE © GRADE VAR/ES STA- 69+37 TO STA. 70+00 (RIGHT). - © NEW OR EXITING TYPE Al2-6 CURB AS SHOWN ON PIANS ®. SEE SHEET 4 FOR "AT LEFT TURN LANE (TYP.I"FOR SECTION CHANGE AT LEFT TURN LASS :. © 48' FL FROM. STA, 69+37 TO STA. 386+90.13, 49',71 FROM STA 386+9013 TO STA. 407+622; 1 WIDTHS AND GRADES VARY FROM STA. 407+6227 TO STA. 4J0+10 AND AT INIERSECTRAS _ AS SHOW ON PLAN AND GRADE SHEETS I.. ®EXISTING E.P. - Q SEE PLANS AND CRASH CUSHION DETAILS FOR MED/AN VARIATIONS AT NEVINSL J1 0.50' ® SEE PLANS FOR CONCRETE SIDEWALK LOCATIONS SIDEWALK WIOTH IS 55' IN CITY UNITS 050. A a SAW CUT AND MATCH ' >14 PER 040 C 2 A B FT STRAIGHT GRADE _ _ — 4 1 MAX : TYPE A2-6 CURB _ J L--- 250' LIMITS OF 95%RELAnVE� COMPACTION CALL0WAY DRIVE STA, 63+06.501 TO STA. 69+37 (LEFT) NO SCALE s' COUNTY OF KERN S =ICAO SECTIONS a 04 ROADS DEPARTMENTp9scm,m YY GALLOWAY DRIVE kc�4 1249x2 / 9 - CALLO�AY DRIVE 17NDERPASS j �` : BAKERSFIELO, CALIFORNIA ERE^ a AT BNSF. RA6AAY PG'C NO. 2-892.68 2i1 j I .Yon. nh _ 1# m ra� o m rcn a axs o i i a ,F e z7 i W (VARIES) ✓ARIES ], O' v IOP OF CURB ON ` FRONTAGE ROADS AND W12 VARIES 2 TO J' GALLOWAY CT. OR i' 1' T TYPICAL' SECTION GRADE. TRANSITION TO ACCESS RD GRAOF ➢ / 6'® /✓ARIES I LEFT TURN GRADE AS SHOWN ON GRADL' SHEETS' BAR SIDEWALK MEDIAN HARDSCAPING� Q PROFILE LOCA LION 27 VPP�. O2 TYPE 85 CURB (MODKMLB�_I D50" A C PALM AVENUE EXTENSION BACK OF / EF 2 040' CL 2 AB SIDEWALK (LEFT), R/W (RIGHT) 2$ 2$ J W VAR/ES 5' � I W/2 SIDEWALK 14 PER FOOT .4 0229 IJ TYPE A2 6 CURB SIDEWALK GUTTER ' . OR TO / SEE TYPICAL SECTION _ SUMS TIDE A2-6 CURB FENCE VARIES / (SEE PLAN LOCATION') L� 250 �T L SEE TYPICAL SECTION OF 957 RELA PI✓ 25D'T COMPACTION CALLOWAY DRIVE AT LEFT TURN LANESS�TYPICAL) , j STA 399+22 NO SCALE 13 TO 402+25. 19 RIGHT) CALLOWAY DRIVE STA. 399+18.35 TO 401+63.77 (LEFT)7! STA. 387+52.14 TO 393+40 (LEFT) STA 393+40 TO 398+07.70 (LEFT) STA 387+27.95 TO 392+00 (RIGHT) STA. 393+75 TO 398+07.36 (RIGHT) NOTES: NO SCALE NO SCALE , XS THS AND GRADES AND GFROMRADE STA. 407+6227 TO STA 409ffJO.ANO AT /N IERSEC'IONS AS SHOWN ON PLAN AND GRADE SHEETS © TRANSITION TO 1-5.1 AT BRIDGES Q TRANSITION TO E% SLOPING FORWARD AT LOCA IONS SHOWN ON PLANS,.r ® TAPER TO 5' SIDEWALK AT LOCATIONS SHOWN ON PLANS R/W OR TOP OF CURB Q TAPER TO S 4' AT BRIDGES. ON GALLOWAY COURT © SECTIONS GROWN ARE COMPOSITE AND DO NOT NECESSARILY REPRESENT LEFT AND RlGET SEE PLANS AND DETAILS FOR CONCRETE SIDEWALK LOCATIONS ANN VARIATIONS TO 4 TYPICAL SIDEWALK. - SDFWALY VAR/ES W (VARIES) ' t14 PER PER FOOT LL/W /2 TYPE A2-6 CURB I O.G SEE TYPICAL SECTION 5 MIN SIDEWALK 4.1 MAX' i/4" PER FOOT SES 2g - 4 TIP£ A2-6 cuae �;.' v LEGEND cc SEE IrnrcaL s£cnoN - ® ASPHALT CONCRETE (AC) CALL0WAY DRIVE A AGGREGATEBASE(A e) STA 69+37 TO 386+47.52 (LEFT) 4 S/DLCALK GUTTER STA. 69+37 TO 386+38.41 (RIGHT) (SEE PLAN LOCATIONS). CONCRETE STA 408+81.60 TO 409.84)3 (L NO SCALE TOEFT) CALLOWAY DRIVE ORIGINAL GROUND (DG) ,j STA. 392+00 TO 393+75 (RIGHT) NO SCALE SCALE '0PC RE COMMENUFR FOR APPROVAL, COUNTY.oE KERN AS NEOW TYPICAL SELiIONS o §By CALLOWAY DRIVE NEDEs ROADS DEPARTMENT �.. m r z/ s CALLOWAY DRNE UNDERPASS �BAKERSFlELD, CALIFORNIA AT D.N.NF: 'R4ILMAY, pUC':NO 2 DH26D B \ nuawnr,< m KETAL BREST FL VARIES ( 11' 3 IN WALL OR SIDEWALK LEGEND ABUTMENT 14"PER ®"ASPHALT CONCRETE (A C) W. (VA RIES)_ } AGGREGA IF BASE (A S) TYRE Y12-6 CURB W/2 MATCH NEW SIDEWALK (.EFT) SIC✓' SEE PPMAL SECTOR MATCH P STNG SIDEWALK (RIGHT)' q^ CONCRETE - "2A VARIES 4 ® ORIGINAL GROUND (AG) - 7 REMOY£ EXISTING CURB AND GUTTER STORE HARDSCAPING WHERE SHOWN ON PLANS (RIGHT) SEE SHEET 5-21 FOR DETAILS 1�4'" PER TYPE A2-6 CURB 6xLDED WRE /� / SEE TYPICAL SECTOR F WELDED 4NRE FABRIC IL / STA. 407+55.58 TO 408+81.60 (LEFT) , STA 405+72.30 TO 409+80 (RIGH NO SCALE STA" 398+07,70 TO 399+18,35 (LEFT NOTE" STA, 398+07.36 TO 399+22.13 (RIGHT) SECTORS SHOWN ARE COMPOSITE AND DO NOT - { NO SCALE NECESSARE Y REPRESENT LEFT AND RIGHT AS SHOWN I THP£ CL -6 FENCE (SEE PLAN) 3' 3'✓AR/ES TOP OF CURB ON W (VARIES) ✓ARIES 5 FRONTAGE ROADS OR W12 FRONT K GALLOWAY SEE ACCESS SIDEWALK _ ROAD SECTOR M/N. PER TYPE A2 6 CURB PER SEF TYPICAL SECTOR : STA. 401+63.7770 406+74.36 (LEFT) TYPE N RETIRING WALL— BACK GF SIDEWALK STA, 402+25,19 TO 405+19.44 (RIGHTf SLE SHEET ]6 FOE DETAILS NO SCALE 50FWALK GUTTER STA, 397+00 TO 397+77.67 (LEFT) ' r NO SCALE Eu COUNT/ OF KERN AS SHO ''TYPICAL SECTIONS RIDRA� BY TAX ' CALLOW AYDRIVMArET E .o ROADS DEPARTMENT t.L2£Y42 /g CALLONAY,ORIVIs"-UNDERPASS g ` a a nn �.,, BAKERSFIELD, CALIFORNIA MTR=o a� AT B.NSF RA2N.IY, PUC NO 2 8926E ,Em:hw.iownrlc rrsowc av Hl r SACK. OF SIDEWALK; i .. (GALLOWAY DANE) _ f q R/W 5, FL O© O© FL ell5' W VARIES �� 8" 12'© 12"O 8 RAW SIDEWALK I Y 5/Ot WALK W�2 ' OR TO% I �. 1 SUMP 1 FENCE 1 %4 SCIS 0. 40' IAB I GAS'A.0 OPER 1 I 025' ALC u. FT 2$ \ 2% 1 /f VARIES 2$ 22�Z $ Q 4' 1 MAX e d.' o a .... OG ..-..o .. e.. 4" I4'J VAX 4 1 MAX OG TYPE •vLA o _ --J� !vyO—'i F�� !007LI�MITS�OF 95.Z RELAY/UEJ VIC.. A2-6 CURD 7 TYPE // OG COMPACTION 150" UMHS OF 95% B£LATI ✓E A2-6 CURB COMPACTION SIDEWALK GUTTER L PALM AVENUE EXTENSION LANGLEY ROAD STA. 0+10 TO STA, 10+40.70. STA, 0+25 TO STA. 7+13 NO SCALE NO SCALE - IIISHELLABAROER RD. /suuv cues �' -LEGEND s. FL Q0 900 e Al q SIDEWALK 5IOEWALK ® ASPHALT CONCRETE (ALC) 8 7 Al AGGREGATE BASE (A_5. 1/4 PEA 0.40Y CL 2 A B I 025' 4.0 JCA PERDee ,e�i CONCRETE 2$ FT 2$ 2$ R b r 4 1 MAX ' ORIGINAL GROUND (D. G.) 4..4 calaq 0& G, 1 >)PE T1 T\ OD A2-6 CURBL L1.50' `LIMITS OF 96 RELA IN ME COMPACTION A2-6 CURB i NOTES: SLIKKER DRIVE 1D TYPICAL EFICIND SIDEWALK. STA. 6+22 TO STA.. 10+4020 (LEFT) ,STA. 0+00 TO .STA. 2+94.32 © TYPICAL BEHIND CURB, STA. 3+5854 TO STA. 9+49-70 (RIGHT). SEE PLAN FOR CONCRETE SIDEWALK LOCA TIQNS STA. 3+92.75 TO STA. 9+85.66 © TYPICAL BEHIND CURB, SEA 9+4970 TO STA. m+1544 NONE ) NO SCALE ©2O• FL FROM STA, 0+55 TO STA 2+91.86, 22" EL FROM STA. 31-30.93 TO STA 9+5' S5 SECTION L/NE Q WDIHS AND GRADES VARY AT INTERSECTIONS AS SHOWN ON PLAN AND GRADE SHEETS s C(£X/SANG CALmWAYNF)R� AND.AS DIRECTED BY IEE ENGINEER, 55' YPICAL � ©, TBEH/NU SIDEWALK, STA 0+53FT) 90 TO STA. 2+6462 (LE - Q TYPICAL BEH/ND SIDEWALK'STA 4+10.22 TO STA INAL 1 (LEFT) AND STA. 4+1903 TO STA. 9+6801 (RIGHT) , 18" ® 18 ® 8 ® TYPICAL BEHIND SIDEWALK STA 2+21.26 (RIGHT). SEE SHEET 32 FOR EMBANKMENT GRADIrVG PLAN III' 09 WIDIH VAR/ES SEE PLANS FOR LOCATIONS ® ANYLANS AND GRADES VARY ATCUI OE—SAC AND INTERSECTION AS SHOWN ON L 11 1" PLAN. AND GRADE SHEETS AND AS DIRECTED BY INE ENGINEER 025' A © TYPICAL BEHIND SIDEWALK, STA 0+20 TO STA: 6+27 el AND STA OF20 TO STA 2+4520 (RIGHT) t SEE SHEET 32 FOR EMBANKMENT GRADING PLAN. 2$ 2$ 23' 0 le . �[\Nl A2-6 CURS i.. TYPE `1.00ler—• `LIMITS OF 95% RELAT ✓E� COMPACTION GALLOWAY COURT , STA 5+5425 TO STA /o+oo ROADS DEPARTMENT VARIOUS NO SCALE RECOMMENDED a"` COUNTY OF KERN TYPICAL SECTIONS CAND "Del „a ' „OVAL A "mak "Cl £ US FRONTAGE ROADS 11 j j „— . „ems -. p .. T Y DRTYE',i71VDERPASS 6' ORIGINAL DALE. 4 a� m no. \_l BAKERSFlFIO, CALIFORNIA E Ea e•9 T O�'BAILTAY, PUC NO. Nor f I ] NOTES: LEG NO F6sTrNc ' f " �— FENCE\\ fO' 3' 15 3' J' ( WIDTH$ GRADES AND CURB TYPE VARY AT INTERSECTIONS AS SHOWN ® gSPHALT CONCRETE (A C.) (✓ARIES) ON PLAN AND GRADE SHEETS AND AS DIRECTED BY THE ENGINEER n2 WIDTH IS 14' FROM STA- 16+08.01 TO STA 19+24,25 (RIGHT). AGGRBCATE BASE ( A' B.) SFE GRADE STIFOR PERM TIOIS © SOME LOCATIONS SIDEWALK /S NOT ADJACENT TO BACK OF CURB. \ 5" SEE PLANS GRADES AS DIRECTED BY THE ENG/NEER ElCONCR£T CC - \ 4" 2 A B Al ® IN AREAS OF FULL. WIDTH RECONSTRUCTION, SECTION TO BE CONSTRUCTED �Bl2_7 �o Q,U� j SYMETR/C ABOUT CENTERLINE® ORICNAL GROUND (O C) - . ©2% Q NEW OR EXISTING TYPE A2-6 CURB AS SHOWN ON PLANS GRADING SHALL ✓_ BE REQUIRED BEHIND NEW CURB ONLY,VARIES AI ORI✓EWA YS SEE SHEET 4 _ 75 FOR DRIVE WAY DETAILS LlMl15 OF 959 RRIA TI✓E--- �0 83 © TYPICAL SHOULDER, STA. 394+3763 TO STA. 397+00 (29,), COMPACTIONRFTA/NTNG WILL TYPICAL SHOULDER, STA. 397+00 TO STA. 397+65 (SWALE AND RETAINING WALL)- - 1 © GRADE NORTH £NO AS DIRECTED BY ENGINEER. ACCESS ROAD c ' (9 A,C D✓ERLAr TO FOLLOW COMPLETION OF ALL ROADWAY CONSTRUCTION STA, 394+37.63 TO STA. 397+85.29 SHOWN ON ABT STREET PLANS (GALLOWAY DR, STA.. LEFT) NO SCALE TOP OF SLOPE W (VARIES)14' _ 22' FL 5` R� 0, 50'-- APPROX, 22" SEE PLANS FL 5' R� (GALLOWAY DR.) W12 IDFWWALK 1�UN. I ®. 2% 040'C 2A6( SAW CUT _ 025' A C ]�4 PE_ROG i - ANO MATCH O A=/ERGO 4O' CL 2 A ]�4 PER - 1� Fr 4 1 MAA" 0 Fr rmE 4.. AI -6 CURB -- a °.... _ OG _ _ / 0 J 5 u,M/rs OF.959, RELATI ✓E- ' (IPE A2-6 CURB COMP n OF 95$RELAII✓E� >.50'� COMPACTION COMPACT/ON ART STREET c STA. 11+00 TO STA. 11+96 (RIGHT) zz'OJ FE s a7ty 22 1 8' R/W STA, 9+95 TO STA. 11+00 (LEFT ANO RIGHT) 51DEWALK STA, 7+20 TO STA. 8+26 (R/GHT) .. 2 k STA. 6+30 TO STA. 7+20 (LEFT AND RIGHT) STA 0+00 TO STA. 3+32 (RIGHT) 025' AC - c NO SCALE I 0.40' CL 2 AE 1�4 PER FT TI A l MAX 29,' L1_50'q .„ 40' — — —. — _ _ _ J•... D.G. STA. 12+38.25 TO STA. 15+28.75 '/RT) A q' q' ilM/TS OF 959. RELATIVE 1.5O` TYPE 0. 1O A.0 Ovedcy- - � �SExistirvg CwG Existing Scrfcc,c9-�/ 0.RONAL SCALE IN HURT \ Ar\cnuow.v\cummz owe cold 20' COLD PLACE COMPACTION A2-6 CURB lane 0.>0' OtLO 0 to A C �� .STA 8+20 TO STA 9+42 /PT ) 10 ✓FRLAY .0 ,-Match \IN. W. AND N.E. FRONTAGE ROADS E ,wtmq cuI Exrrnmc. suRFAcrmc STst' 11+61,STA. 19+24.2 - SECTION A -A STA.. 0+51:10 10 rO TO STA, 10+20.611 No Sce/e NO. SCALE ART STREET STA, 0+28 TO STA, 12+12 NO SCALE4,7 z a A5 SHOW I'D HyRCE, NOI 494 RECOMMENDED FOR RRI MII It COUNtV-oF KERN T1P/CAL SECTIONS VARIOUS, FRONTAGE ROADS Em, 12-m�wIt ROADS" DEPARTMENT DRAWN ByIQN�Rg cALtoroRrDRIVE rn�ERaAss oo. COVE, BAKERSRELO, CAUFMNIA CHECKED gy AT BINS.F, B RI43K PUC'N0. 2-8928B otBlr -- COUNtV-oF KERN T1P/CAL SECTIONS VARIOUS, FRONTAGE ROADS Em, 12-m�wIt ROADS" DEPARTMENT DRAWN ByIQN�Rg cALtoroRrDRIVE rn�ERaAss oo. COVE, BAKERSRELO, CAUFMNIA CHECKED gy AT BINS.F, B RI43K PUC'N0. 2-8928B otBlr SECT.!7N 30, Y2f15—R27= 02:0% NXQ oN& - '" OPOseg re. �m Pw„ \ ® NOTE SEE SHEE 75 FOR. DR VE ARPROACH (L 0 p r AND ORIUEWAY PE-lN DETAILS (TYPICAL) D SOI!: ' / SCALE.' 1"=20" ft - T�b1E f I STAT/ON 63+06 SOfNL BEGIN CONSTRUCTION CONSTRUCT MEDIAN AND SLOPE / an• HARDSCARING SEE SHEET 3x x x FOR DETAIL N�GI f0 — I — FENCE It Qa 62172LQ" CONSTRUCT. TYPE A2-6 CURB - E%�Si K�((i 9Y GIIY AUG 0 10 Y TAPER X i20 BA.- gggTZ 0. EXISTING EP _ V G 20'X 120' BAY TAPER 9 6% _ Rte: j j NP , S By DU B0% �.. r € e SAW CUT & MATCH e_ F-2. Y EXI SiI O f d a ti =6002• ao i/ 65 / 9, a 61 64 -� v X SAW CUT ANO A W UE STING AC ROADWAY o TRUCT TYPE 6-5 CURB WITHIN PLANTCR AREA YYY ' Q Y A BORE 50 OF 4" SCF/ 40 PAC CONDUIT, AND INSTALL 2 O NO. 5 PULL BOXES INN\ - IIIIILLLJ BENCH MARK CHIS "O" S ENO S RETURN OF MOST S _ NORTHERLY ENTRANCE TO 7-11 STORE. �Q\ REV. = 371300 _ e \ CALLOMAIT DRIVE t lu / Z,,T YION 20, Y2D5 Honz 7 20 V - - rt , t r I - r #XO7E'. EMBANKMENT GUAN7777ES TNCCUDE SUBSIDENCE AND SHRINKAGE DUE TO: ' Od YP[CAL ALL � -:EMB 63 64 65 '' 56 d r I - r Sr,rIJON 30, T�5-F?ZiE , : 3 •�• iYUB�IvI'0zm ` 40 RECONSTRUCT HAPKY COURT III STRUCTURAL SECTION TO MATCH �_..^.a GALLOWAY ORI VE ®'II f . a o5z" s MAILBOX SEE 3 e III E - OJ' RELOCATE V SHEET 76 FOR DETAILS .SCALE I 20 L 12' ] / _ _ Q 9. P� � R III R -- 26124 0� CONSMUCT MEDIAN AND SLOPE �WqW yU III 22 44 _ —x—y.�s x g2 g95.5 x 'a�a ' d CONSTAUCT 55 SIDEWALK 5"` HARDSCAPING SEE SHEET 3 A, LT U CT Is L w .�. o� FOR DETAIL. ( g�G1PLlL W I 0 ti W ti rc CONSTRUCT 5'3t SIDEWALK T0. b + MATCH FACE OF BLOCK WALL KLEF bq EX STING FENCE N SPR/NKLERS TO T BE + RELCCq TED BY NTY EXISTING EP �_,I� CO TRUCI CASE "B CURB RAMP C, C N U T TYPE A2 O SIR 6 CURB REMOVE TREE SEE SHEET 74 FOR DETAILS NILE F s re / �L x __x v —k- \; TC- CONSTRUCT 110 X 10" --o¢ BAY TAPER EXIS LING FENCE AND GAT£ TO BE CONSTRUCT TYPEe CROWN a CONSTRUCT TYPE 85 _.-.___-_. RELOCATED 9Y CITY B-6 CURB f Tr -z' 6J ____ _ � �� o CURB (MOO/Fl£O) W NOST 14 E 70 147588' 71 r --x SAW CUT & MATCH U -- .. ___ --- _ _— ___ y� t : - y - x _ STUB CONDUIT INTO % STA M �F ,FHSCVG PULL BOX �EXISITNG R ONSTR69+J7 BEGIN RECONSTRUCT \ CONS'RUCT 120 X 125' BAY TAPER EP b CONSTRUCT TOPE B6 CURB INSTALL 50 OF SCH 40 _ _ C0 7RUCT TYPE B-5 CURB 0y.,. INSTALL ¢3 112 PULL BOX p PVC CONOU/T, AND INSTALL 2 --- - + + NO. 5 PULL BOXES ..: .� R/W i a Z W CONSTRUCT TYPE A2-6 CURB CONSTRUCT 5 5 SIDEWALK INSTALL J 1/2" SIGNAL INGRCONNECT� ' CONDUIT WITH PULL ROPE W h VUNCHMARX CHIS O' N. END OF EXISTING C&G ti 2 EAST SIDE OF GALLOWAY 500'1 RELOCA/L 2MAlLBOXES W N. OF BRIMHALL SEE CHT 78 FOR OXES S. b 2 O IT EV. 318 130 CAmoHAY DRIVE . x;1.7 �2$ 5GcC WN 701 T2OS-R27E MD 8N1 - Honz. t=20 v _7 } __ � x - _ - �- Vert 7 2 =_ � _ _ '` _- � _ r = � - - t ,- T - _ - / i i .. - LL 06 _ - tt A f- - 38D — --- _- 1 - 380 - 0.533 a 318 378 376 :.1.7 '` EMB CYLT- _ _ ___ _ - i ., _ ,�" .., 4 MD2�4M X— � x� �RECONSIRUCT HATIryI✓I��Y COUR! II � �� ®0�/]ERA+`k\ ]E\� C/NGl ��s f � � } , STRUCTURAL ECT/�ON TO MATCH „ GALLOWAY DRIVE > d 3 � i�x / � �.. � � 7771 G• R i � 30• f �i R\.. �� CONCRETE BHIV[WAY ANO WA[KWAY � � � B IN UMITS MY TCH EXIST/NG� - � ; 2 � pp 5s,5 o52' g� 1�®TlE J � � �� F ; p; Q p -.0 G SCORE UNES � T � � � Z p � II � secnor� ao, rz��7z - ,�" 4 MD2�4M X— � x� �RECONSIRUCT HATIryI✓I��Y COUR! II � �� ®0�/]ERA+`k\ ]E\� C/NGl ��s f � � } , STRUCTURAL ECT/�ON TO MATCH „ GALLOWAY DRIVE > d 3 � i�x / � �.. � � 7771 G• R i � 30• f �i R\.. �� CONCRETE BHIV[WAY ANO WA[KWAY � � � B IN UMITS MY TCH EXIST/NG� - � ; 2 � pp 5s,5 o52' g� 1�®TlE J � � �� F ; p; Q p -.0 G SCORE UNES � T � � � Z p � II � Q p � � - L 2 h AWCU p BCF �� „"`, h � / � �I � • - ecr � �ATCH 'll I y2 s Lr state I•-zG' N ... � _ �J�-}� �, �' ¢ 1 � � 11 4( T � i /. �� V CONSTRUCT MEDIAN ANO SLOPE _ fir- �- `� 4 � A2 6mCURB HAROSCAPING SEE SHEET 3 .�' l I \ � � %� � �. e.. - FOR DETAIL f� )-L�� R � o / J� J� � CON R2UCT CASE B CURD RAMP CONSTRUCT 531 S/DEWALK TO MATGH % � y --�--� _ i REMOVE TREE SEE SHEET ]4 FOR BETA/LS FACE OF BLOCK WALL ti_ a � ,] � � �_ _.� ..._ �.� 9 j 5 e �-IP b - � �� \��\\ \ \ � \� � \ Q vim` '\\ � � CONSTRUCT TIDE B5 REMOVE WALL TD BACK OF CROWN " CONSTRUCT TYPE BS `� ` -�'� \ CURB MOOIFIEB � CURBED SIDEWALK PATCH `�' � � 'O� CURB (M00/PIED) I � �_ ` n � REMOVE FENCE TO \ _ - _- _ ..- ANO -PAINT TO MATCH i� - �. � R & SALVAGE - R_2. - __ _-___ 3B5 ry o N SIDEWALK _ __ .._� _ ; \ CONSTRUCT 5't __ __ -� .. _�_ - "-x __ _-______ _______- _- - - - _ TO MATCH F CE OF'dRlGK GONS7RUZ'F�S '-._ P o mF� � INSTALL ;¢31/2 o i ' WALL 5/BEWALK • (x� Fn l\\/ e PULL BOX � �. � #' } h 1 TYPE B6 CVRB �r B y`J 4 F, PI' \CONSTRUCT >20• X 12' ONSTRUCT m M v y ` y BAY TAPER ` o I,VSIALL 50. OF 4" SCH 40— �%a sue + x= xs b �� o- I PVC CONDUIT, ANB INSTALL 2 - i. W l� � o 6d1Q0 Y' �.: l t ' NO 5 PULL BOXES + V Aga �' - (, , _ �— _. _ � � R/rWsp/ Lilt �'. (( l � ��O � R/�y l X �� "o I g CONSTRUCT 55' S/DEWALK CONSTRUCT >1 B• \ �� ` � t \ � � � J �� p -. �c T#� f E_i� SIDEWALK TIE -IN I � \ \ , TRAFFIC SIGNA BACK LOOP �I � J \ �CONSIR CT 45' CURBEB IDEWALK / � � E 1 � BENCHMARK l'� C'HlS 1/4 "O" SW CORNER �E � F-1 �� PULL BOX�S6�iSTIEET CALLOWd E- �� FOR DE/RILS / £LET£ryCURH�ATBL BCK PILLA/}�>&" \9� `;;;� � WALKWAY. SEc NT ] Fl�/�-0ETA S � � � �� l•� � /t, n -�� RELOCA>F 2 MAILBOXES OF SOUTHERN DRIVEWAY HOUSE �I6G0 GALLOWAY TNRI/N$ i � II'' �,�' �J � TERL4� IdECT � � � Y �I �I ��\\�� SULL CONSTRUCT 8 SIDEWALK IIE-lN SEE SHT ]6 FOR DETAILS. CONBUI ELEV. = 381.45] \ ftOP `. I SAG I� )EXLURE\��\ �� 3 �^-%-. �- � �-��'�� L� � MATCH_ ROCK : ^. SF.CYkJN 2D, T20S-R27e'.MJ3&M � � 2.7128 � .,.. i �_ _ --ep r T _ _ HT1"20� -ice - T_ -1 _ _zL _1 - t = ��_ � E C �_-- - _� R _ -p 4-- - T �z _ � ; b f _ � � - O �R Y� � ` Oto p h _. - � � 1:- <o � � + � _- _ PL m �^� '` - 382 + N n ^� o + �n i - � �� - s = i � � �' o m -� � _ _ PROFILE ORAD - � _ � M 382 - rn`� - - - - � tin - __ o co _- - - +O 342 - _t--• , - - - -- � � l +0355% .. — 38P . -- - - � � - - - _.-. �--�� 380 = 389% _ _ _ _: _ - _ - � .. r _ � - ' � - -. 1 � J--- -_ - � - }- i _ _ - L t i. - - - �- � �� '- - - __ � PROFILE. f= = � _ � -= F- 7fi - I - - 37B � T EXlS7/NG - % � _ � , k __T _ __ __ � - � - - - - _ - � �.-. � _- 76 - ' �- = i - L - t � E. 1 s.. _ - -: - - _ �- _ _ _ - _ � _-. :: __ -: 222_ __ - _ -. —.- _ - _ EXC C.�I Y, .._. EXC.__C_.Y __- -. _.._. -. _' _ ____ _ SEB �.Y --_. - -_. _- 73 �- . MB QY.- :.:-_ _-_c _z- _ _ E. _ ---_: -_ __-__.--_ _� ..__~. _ __.. _ � __._ J2 73 J4 3B2- .. .383..• 384 •I `•; 385 • •,°-,• 4 f i 4,;- s�crb» 3o res-�7re ^�' aE��` NIc�RS.NI ,o.�aoaa ` /' SEE SHEET J2 FOR EMBANKMENT CONSTRUCT 5" 5/DEWALK CONSTRUCT MEDIAN �� Z GRADING PLAN FOR THIS LOCATION � HAROSCAPING. 8Ef `-"� � (BEL/KOFF PROPERTY) FOR DETAIL CONSTRUCT CASE A"CURB RAMP SEE SHEET ]4 FOR DETAILS SCALE 1"=20' _ -. r e� ,Tz- � F o _ oeLITERATG suRFnclNc CONSTRUCT CASE "A" CURB RAMP Q 1 ® 35. R SEE SHEET ]4 FOR DE A/LS - - �� _�,_ ?5"RF CONSTRUCT 5" SIDEWALK - ✓-"�-%T� �� AND SLOPE _.-_- SHEET .S .` _ - ___ _ �� _- -- do - l I � ��: - _� �- v. _�� -, ' � , � /�,- � K /- ' ,. � - = 9 z5"aa` -"- CONSTRUCT 5" @/DEWALK � � . S '. 0 � - 6B >3' LT Sra TURA[ l cT v IfANGF ��.., tvv +' `� + J _____. - CONSTRUCT TYPE aw � °� �� _- A2 6 CURB 5 ;vv. � ^i ______ a 4 ~ n x4 V* _____ 385 _____ � \ m a ___ 1__-- B6 -_____ x}9 �y. a✓.54 W --_ .REMOVE WALL IO R/W � - h �2 � T\--P-AICH &PAINT TO MATCH 9l- _--'---- - _ F=r 0 N� / _ cP� ___ I ( - * o �1_ __ _ I -� A'CURB MIX _ I rvd $ I IUPAC CONSTRUCT CAS /ZAMP \�� q$EE SHEET FON OFA TAILS I H^^'+L- - \\\\\��T ` �-CONSTRUCT CASE A CURB RAMP �� ( SEE SHEET ]4 FOR DEI ILS I' % \� _ .-._�1 L- 6 -s S2cnL[.. B 50' 1 1 e - / I \ RENO 25" OF BLOCK �a 4 2 LT ft tt CONSTRU T 5 5/DEWALK a Rr C ¢ WALL ANO FOOTING J �� R / ` 0 64JJ' � `� � ,, , f Il CALLOflAY D �� I C <1 r — ,> l� ,� ��-_ ��i s�crlonl 2�, rzas-Ra.7� Moa�Nt m m+ NNi11 J'DB'W CONSTRUCT TYPE __AF2 61'f/RB uo - _ - � � � 3 I 'il � �g 1 u CONSTRUCT T10" X 11" BAY TAPER a '\ +. � —_. _ CONSTRUCT 55/DEWALK __� �__ _ — e I - :_�_ � GGNS7RUCT TIDE 85 CURB (M00/FIFO) � 'L.7 -la's. i ,S. " ' E . � �� T5 H /e i 1 1 20� �� rt�� 200 VC - _ - / _ � I -�—� -- � _ � __ c , _ 3B2 -0- ,-ro m "'� �1L34 - - %_.. _ �� "' -n M � _ _ _P _ - -_ .1 "� �b0 t �m ��_`� ^�i�� - t o _moo � _ �� _ - __ - -_-�0 .. - � = t �- '— _ T � _ _. - J 1 :. �-�--�—r — f a. �� I - -� + _na _--r- °'. � -_ -_hb l -, '_ EXISTING - - �� :. - j _ GFILE _ PROFLE GRADE _ _0.500%__ - .- ro --� - 3B1 X80 _ _ - -_ - — - _ __ _ � _r_ � �- _h 4 _ �'� _ _ _ _ 378 -" - - 37B ✓'7E ... _ _ �:_. -.,t -. - - __. _ ...__. _ LL _ _ 376 _EX _ - +— - t _ _ � � - - � — - i-- _ - - - � --- - -- --.T�--�� — -�f- --- -. _ : _. _ ' — t - ;. �.. 1 -�..-_ T __.. j____ = 1358 "1 - - __ ___ - - �-XC. 'EMB. C.Y. -C Y.' S CY. t _ ____ _. 78 - � __ LL � - _ �: _ ... �.. t- - - ._ - _ _ — y 385 386 38] 388 -� 389 -390 I��- - �n'�.~�. _ e _ ' . � ...: ,. � - .i , I � / S '. I. - - - — - ! € " �- �� SECYbN 30, 7295-FL7E "'� � •. s i 4,I \ N1be8N1 �� a o.. ' _ o. ��.,� s5ux z Pq7� B CONSTRUCT 150 LF OF METAL _�� - � � I E'��NS/ON. RAalos uARaRAIL EAGeo nRac � a 111 0. coNsma�r Access Roao +n Psi ��-�,_ � _ 5&.i5' ' 102.68 LT — - � '. a° y�, 0 I N I 1� � i '� y s °' - 101 II cams ucT rrPE 'A"CABLE comsmucr --�_ CURB BREAK GOWN ANCHOR ASSEMBLY 5/OEWALK GU jTFR __.� i scALe 1" ea' Ar cuARa/ulL sEE 1 dl � �aP I �I I® sHEEr ]3 FOR oeracs ! NI e � g � — — 09urERATE suRFAcwc I NsrALL r' �� - r T v Y -- --/ I CONSTRUCT TYPE A" CABCE 3].5' PARASOL -. _ _ ---- �'- - � -- 1 _— — -� COf✓BIRUCT MEDIAN AND SLOPE gNCHOR ASSEMBLY GRADE TO GRAIN _L _ �:_ -- - - � ' f HAROSCAPING SEE SHEET 3 __ �,- -`— FOR OETA/L. -__�-- - Y---..,� r-- -,— � o o I dl 5 x3O -.-. --_ _ _ _. L_ S -CONSTRUCT GRAINTHROUGH 5/UEWAUC 9 , 0 Oc �1. I � I sEE sHEEr �a FOR aErA/Ls coNSTRucr rrPE� x�.. I p� x963 I� Az -6 cuae f reaNsrnGN Ta s'sloewa/x IA' � AND TRANSITION CRO55 SLOPE III /N 25' I NI fl p p�� ! 83 J1 __ __- 5�ie — � � — 9J 94 � J95_. e i 9z 9E I III Ipd e ssuaeT(M ofiEoJ ��'€� - �-- �- - _ I�I. J� /NSTALL TWO (2J W.� coNsraucr.TrPE es a' scH ao �f.,�i I I F CURB (MOOIFIEBJ — P✓C OONOUITS V' I� z _ o- (1 ]0 LF TOTAL) I I 1: � T S r r �� i. r _ — I �f�t{ �� oo� R: ��u I i � r - - CRANE ro Q\camnnucr sroewAu�crirrER�__ 11 I I j , v _ A/ Qom,' /3FNCHMARK � _.A _ ._:� �, --- __ - - _ h ~ 'Hl5 I/4 "O" SW CORNER 9" � —J �X �CONCRE)E COPING; I/OUSE — _____ ___ g f ____ �, , �b - ELEV..= 381.069 �— �_� i h CALLONAY DRIVE �_. 's PP � i.. SEC7bl\P 2�, Y295 r�27E td�B3b1 �� 'L 7 -1Z� 382 :_ } �� s _ ->_ -- __ -_ _ _- _ - t - f - 38� - 520' VC +0.276 - - -_f _.. '—,^� - -.. __ - - t , y � t - 380 T _ - -- _ _ !. - _ _ g €�?�� 378 - 376 -o - - � o ''�-__ _ - -: � � ,_ - �.._ -� N 1 20 __ V t. l 2 a� = ` _- I - m � m N °� �' - _ _ - 374 �.. 372 370 T �_ __ - T- __ _._ __: r.-_._ �_: - - - � --__ ' - EXC C Y EMB. CY - -- - - _- ..._ - — -- _ : �_.- -- — 390 391 � t - _ T R W got r 25,o 0 III, ITT 44 IT T6449 r GRADE TO MATCH CARESS -CONSTRUCT-a LF OF AS 0/RECCE) BY THE SIGNALER ALER 6 SGAL� 1 =20" o TYPE CL-6 FENCE .{ +7222 CONSTRUCT 14" ^ J2541.43' FIT EC PULSED GA IF OBSTRUCT J25 LF EC CONSTRUCT FIREA e \x OF TOPE CL-6 FENCE CABLE ANCHOR ASSEMBLY S IX x 0.5" CONSTRUCT 375 LF METAL BEAM x \ x—x.- GRADE TO GRAIN ' GUARDRAIL FACE OF RAIL R=49.83" 0 CONSTRUCT SIDEWALK i' x---- x x xCON51RUCT 815 LF OF TYPE !A RETAINING WALL S IN 95 -'fir-� (,UTTER ACCESS ROAD & TYPE CL-L EENCE. SEE SHEET 76 FOR DFTAIL r J SRMIT OF CONSTRUCT SIDEWALK _ _ CAPWAIKCUtrER 762,77 r TRANSITION TYPE 1-6 CURB pD. 1 00 L_--1-. -_ 65 0 MA TIRE TYPE 25 B�RRIER. THAiJSITION \ l - HIM p3� __� 1- 2 iRANSIITON c TRANSITION L0605 ba_. R_2-�� CONSTRUCT 32 LF OF TYPE — 1 — _ f xp CONSTRUCT 214 �F OF Ili I �y� CL-6 FENCE ON RETAINING WALL - PIPE HANDRAILINQ SB7 CONSTRUCT TYPE All, CURB SHEET 76 FOR DBTA/LS. SEE SHEET 77 FOR ISI IIS f0 58N9g' CRASH CUSHION DETAILS M �9 CONSPAI TYPE 3-5 CURB (MODIFIED( CONSTRUCT TYPE B 5 CURB (MOO/fIEO) 09 k9 �V 97 _ dbh '1 400 1 96FRI OF E UA 7A x247 SIDEWALKCONSTRUCT 32 IF OF EIRESE£ SH ETIZFOR CL-6 FENCE ON RETAINING WALL CONSTRUCT MEDIAN AND SLOPE 575 EL I P0.FIG 77 p J500 RI,CRASH USHION DETAILS HAROSCAPING SEE SPELL 3 & S-21 091 L 48311 CONSTRUCT 106 LF! OF. SIDEWALK GLI DRAINS FOR DETAIL ' ^y CONSJRUCT TYPE A2-6 CURB PIPE HANDRA/I IND' ISEE �" I SEE SHEET 72 FOR DETAILS SHEET 76 FOR )� AILS (T)PICAL 4 LOCA BONS) ® OBLITERATE SURFACINGWIIIIII I P � --3- I3 T. -� P _ y T 7 T --- --- .S v 6 T _ 1- I I hr0 ti6c -- TRANS TYPE A> (CURB COIG)HEUCT SID�WALK GUT R E _ ) -f J. 891 j MATCH T E 25 BAR E? mANsSoN. 1 " ^1 CONSTRUCT TIPL A NI SEE TOLL OWTN H T FOR L PROFILE {�' D 5" 50ca,� �' CABLE ANCHOR ASSEMBLY �CONSTRUCr SIDEWALK °'. I GUTTER x A— AP CHIS ""O" NW CORNER- CONCRETE COPING W/5" CL _ _ -- 375" PARABOLA FENCE HOUSE (/1810 GALLOWAY z9cm _ ELE✓, = 381.834 CONSTRUCT 20" 1 25 5 13 14 1 ` --- CONSTRUCT 70 11 11LF OF DOUBLE G'A-)F T' CONSTRUCT 985 LF OF CONSTRUCT 100 LF METAL BEAM P 39 4 TYPE CL-6 FENCE TYPE CL-6 FENCE.' ' 75' EXISTING EP GUARDRAIL. FACE OF RAIL RADIUS ON --------- .--__ CONSTRUCT 130 LF CALLOWAY CT. �A2 CL -6 FENCE �I �COIBIRCl/T 14 DOUBLE GATE AT R/W DECOM"L7 128 Eo FOR APORI COUNTY OF KERN PLAN ROADS DEPARTMENT cALLowAY BBLVE rmoeBPAss / AT B.NSR WLNAY BAKERSFIELO.'. CALIFORNIA PUC.'NO; 2-882.6B orHE 1��17717 N3 IrIl %I _ ` 11 5EC71CJN SD, 7295-F327E jj 3 .. 5EC71CJN SD, 7295-F327E 3 .. SIDH�.M �.,� 3 . bo=I 9 '< `� N R• NQ v CONSTRUCT TRU S/DESRU CUTItR N ^ PLACE 025 AC (MISCELLANEOUS N y / AREA) OYER OC COMPACTED N R-25 G 'OM1 0 050 N p CC TO 95%RELA71v COMPACTION SCALE S"=20' URT D—RACONSTRUTS = 99BODIfE r SEE SHEET 74 FOR DAILS e� r% ._._— I _ - &iHUI MEDIAN AND SLOPE 1.X 1� I. I'ARDSCAP/NC SEE SHEET 3 U 0' N SCO crlgNCE FOLR OCTAIL. rL LA IA CONSTRUCT TYPE A2-6 CURB p1'� 1I`,� NIS ® ADITkRATE SURFACING _ N` - CONSTRUCT TYPEB 5 CURB (MODIfIEO) N� _ 148J� N1 q _ J 4 2 405 - CONSTRUCT /YPE A2-6 Cum G Y IWNI TAIL T Ni yyppI Z �N Z I 0t. ?- �q\� 45SCH 40 P✓CAILJ CONDU J3 ��1 L'< \@ ; (TOTAL SBO LFf R=25' 07'9 _ 4Q� yy04. AN A tl P 40- i �-- _.�_ A_--- R^, 2 R=Igj CONSTRUCT ASE B" IED) RAMP y _ M /CS '41IS h SEE. SHEET 74 FCN2 DE A 6- T.pp \\2 ITEN T85 �s RTUP s- s l - _ -s� ry SOHO 4F EAS)=WEST PARK%NG LOT CURB �/ N .S/6EOF "r CgLLOIIAY 1jnrPL,+ SENIOR CENTER" E SIDE OF R= __ 0 __ GALLOWAY CONSTRUCT — .� INSTALL AS OF 9� s - SIDEWALK CUTTER EL V - 380061 SCH 40 P✓C CONDUI _ _ ---_--- — -_ _ 16 — . _ -- -- SEC ria i SDI r s- z7 iDaa i z 7-14 - r 382 Sccl liar T 20 = C—iJ J80 :.. 0.3499, 378 - - = J78 37E ------- - _ —k_ - t - -- 376_ L _T vLI 14 T i - FIt4` _------ 374_r__ 374—� P - 372 -._ _�- _ -_ _'- -t — - 372. - = '- ,� _ �:_ ea -_ - -� -! Mm370 370 a c" c y - - * x G: Y. 1 723..EMB 401 402 403 404 405 ,: �• '406 SECYNJN 39, Y2i15-R27E �..� w ^^�� _•,• ne �T.tss� �� \.moo - I {�-y.. 3� 17,13 cONSTRrict s' SIDEWALK FRor✓r of m �II o {IED;Frv� sroewncK GRADES To MA rEN BACK II C)9B 1 P EDA K OF CURB CRAUEsCONS ITS 40 6J52' IT 2,45 R 75W' HAROCAPINGUCT FSEE SHEET SLOPEAN AND 3 1b� R 4 1 4C * L 62 FOR DETAIL R` o 1 20 L1' B 5 BC OBLITERATE SURFACING hL I% T V -C SCALE 1"-20' f. a153p c 4oa+asn N ZD 899" Zp IL 4 r po 3 `FTS xk VS. t H S p sg nplg 9 6 Z6. 9�2�^ C]TBN R 3.. y pp CHANGE 61 m L29,89 T. RRL ey I1N apt Qp �S i6p 1 R 4cn 4p 4� ~ - — I k9 01°9a 1p �t SAW CL r AND — IV MA IGH EXISTING Xap 33 III L'ONSTRUCT TYPE e-5 ^ x A9 + p9. /� p\p c C/lR8 (MODIFIED) _ `. 11 24.41 4 INSTALL Two (2) c ro J la--= - — E� STATION 410+10 o z BJ6U ED RB 4 scH ao Puc - \ CONSNUCT Tr F Az 6 CURB Q END OF PROJECT CONDUITS 76P-SAR so 64➢ L EXISTING A PULL BOX (TOTAL 1B0 LF) _ 4 B 9T 15 +BJJ AND LOOP 05 �, e✓sLT 159 6Y 13 i/2 PULL B R Si I, h -R=4' 1 1120C* LI BLD T INTERCONNECT CABLE _ f CONNECT BACK LO®P C'ONBUIZ - P\ TO EXISTING CONDUIT -AT { PULL. BOX ABANDON REMOINF EXISTIN �" _ II\\x1sumC CONDUIT C&G, 5/BEWALK I l O REMAIN �-#y BY CHIS O TC CENTER OF PLACE 6125 AS (MISCELLANEOUS ARFAJ F yII I D l E 5/DE GALLOWAY N OF DINER 050 OG CDMPAClEO TO 95% �.AI L— 0 5 fATD NCE TO FRUITIALE a — CALLOWAY DRIVE r RELa WINE coMPAcnoN - I� ''o, ✓R Hmrl c _ _ _ ELEv 376,914� �r.�\ 2 ,7 r Cf1ON -(28 79, 7295 R21E h4D3&N T7: El- - - — �' - j- t..- _ 382 LOP{ LAYOUT - ��ILI 10, Ia" – 380 AV INI Lwv EE/�c ro , `-Lcrr TURN LANE _ C -_ T 7 �, �. , s_c rloni zo, rz?s-�zrE { ' - n�T��an� � [u °' � a9a� � _ sEE sHEA3z FnR EMBANKM Nr GRADINGPLAN FOR THIS LOCATION (BELIKOFF PROPERTY) � I £ W �. � �V/ � {{. � oPr 1 k � � }d \ 1 V, Y ii 3' 3? SCALE' I•_20• .8h I .Pb I Ijr//��/////j,, CONSTRUCT CASE "q" � '„ CONSTRUCT CASE "A"' � / ��I' CURB RAMP SEE ; 'Q � a ® � — i SHEET ]4 FOR DETAILS � CURB RAMP SEE. OBLITERATE SURFACING ---// 3 oSHEET 74 FOR DETAILS a j 0�� _ � RECONSTRUCT SHEL(ABARGER, ROAD L•�� p�///' a .55.0 0" _ 9 STRUCTU4AL SEGIlON TO MATCH I ,;� � �// a L - 5466 PALM AVENUE fXTENS/ON I�/ { �� 6 P _ - ! � � ��; jj _ �N a � �a �� _ ' a SS 2 � R +20 BGR � � � � i _ 56.BB RT i $AW CJT & MATL'H ' +]5.02 g f' 6 '08'55"w � f 5 NG CP +3502 (TVP 0 e 0 RE 55 I +9814 � _ ��I/�/J// j .Fir SAW CUTJ ,+55 ]8]8 985' LT ___ gON6CURr TYPE Q __ z �� -.__— &MATCH _ ___ MATCH EXISTING __--_—_ _____ __ —_ __ Z.- � _---_. -- _.-. .— __ B a � ¢ -- � —_�. 1 � — .___— -- �-- "-. I ~ t d � Sfl67,LABARGER ROAD � l �� _, x TOP OF �"UR9—�-{�v'y_I�TL `w "�/ / - ( S/OEWATR KCT 5' � � '� ." / / SECTION A A x .ate _ ;� 3 � z Ro � � � d— ,�( � K _ ,� EA E � �__� I� _ q � �� coNs�mucr � �, � x I �1 .1 ,� i J—_ _�- F CONx4PA0 SECTION B-8 ( �-E--�� u n /%%/�///j////�} � % c 1 � � � I�I u 1 Iii////��/�l� �� `I>:"w J / � i�- � � 1 i ,, _ ',. § _ ?� 'rl _ - � __ - —f - � __ {-- L -� - 1 — . � — l SCALE 1 - - +� � i� - - -- 1 -J = � _ �� - j _ �_ __ I HORIZ 7" 20 � 1 -� >- � - _ � �_ � —1 J - � � - - IERT 1 � - T � - - _—N �ti - - � - 1_ - ® - -_ 1 - C =—iM� ON-nO _ � ? T -` - 1 -. - - -- � -pro ro= o x /STING PROFILE - - _ s ®fig t : r �_ �� - � —. _ �_�— � iz +�- - I --�� ".. �.31� 382 -. .�._ � _-T �__. -_ T � _ - _ '-- l g / - - _ - - � _- . 24% -4- �--w � -. _ - � - - - - � e. 380 � T -- :-_ #NOTE.' E BANKMENT O AN7/T7ES INCLUDE - _ - _ ". �-i _ � - � � ~- _,} 1 dB0 _" __- - - KAGE OUE TO -� - - - _ -_- - -_ � _ACL SNEE75J � - �OFILE RAGE _ - _ .SUBSIDENCE AND SHRIN :- -_ ___ - COMPAC770N. TYPICAL w-- _- - -_ -_ _ 378 --_. I -..-. _ , l .,. � t- .__+ �_,_ -� E =:. � --- � —~ .. �-t O� I �' J7E _,_. - --- _.. -SE E__N B- - � - 378 _ .. 1 _ - _ _ - - - - _ - 1 � -: _ ' � _ d7E -k - � ` = r x Exc c Y. :: _ _ Tfi2 _ —= G :;- ,�-�c.j- _ __. — �_ __ __ -, __ _ - '3:-4 ,�._:_ `:— --z EMB. C._ _. _ ._ -42�. � - = EMB C.,Y._ -_ . __- _..._ '_. —� __.' _- - .. '._ � s. 2 / � O i 5 , � '. e g� 3S0 378 376 �i ill ^' � t x AMArcrl � 0^ �� PALM APENUE EXTENSION xy _ a Q a CONSTRUCT CASE A" ; � CURB RAMP SEE SHEET 7Q FOR OEYAILS CONSTRUCT 5" SIOEW/LK CONSTRUCT CASE 6" SCALE.': 1 20' t R � CURB RAMP SEE CONSTRUCT U R W. R W SHT 74 FOR DETAILS TIDE A2 6 �"� �� R CURB CONSTRUCT 5' SIDEWALK m OO.OD J GR E �. W � bq3 10 CONSTRUCT TYPE y N5 N26/%4 RB Or Oo SEE SHEFT 32 FOR EMBANKMENT 04 GRAB/NG PLAN FaR. TBis LocAnoN / 29/. +31 &5 BCR � (BE[IKOFF PROPERTY} - F � 20" RT. � +m 9]]B 22 RT 9 ATA 003• ,35�s? m w coNSTRUcr CASE A' L s �- "`�"� - � ; i CURB RAMP SEE 5 OI ECR _ �� SHEET ]4 FOR RETAILS CONSTRUCT 25' RT f "' 5 5/DEW/LK � 4 m SEE SHEET 32 FOR EMBANKMENT 'COURB RAMP CASE A" � 81.96 ECR - \ � �\ `� hKpq�G i GRAB/NG PLAN FOR TH/5 LOCATION_ SEE SNEET 74 28' L L i� 1 � + L (BELIKOFF PROPERTY) FOR DETA/LS CONSTRUCT CAS£ 51" ' CURB RAMP � j I r � FOR BETAILSQ 5/DEWALK T 5 ��\� / �� i i � \\ Ym ( SEE SHEET 65 FOR , �\ ..�� , � mSUMP DETAILS \ �'�� _ _ _, -_ _ _. , ,,� sFcr�N ao, res-�z7z � �� ; a° MJBhM 4 SEE SHEET 32 FOR EMBANKMENT `� � -�`x f � � � III I tl � _ cRADrmc vuN Foe >Hrs mcAnok 1 N III �' c j ` (BEUKOFF PROPER]Y) i � �\ — Y 4 � 1, x �_ — x � I III �. � �_ v,__ _ � t �� n t I II � i � - —" � _ � NI , £�aA t� � 9 z� j _ „" �6 c ss�z- � ` � � "cONsmucr 5 smewALx r-_ III = I I L � � � \ / '�/ �• 1 L'l � �� '� U I se�W I II c = >ab x I � 1 �'� � � - T'° I I� I9 � \� �� ac � � t '�� _ - C �� a � � e`° � T �s��A� ,vArcN ISI I � II Y � r � � h M � �-{ � � � � no zo ECR �_: � I II � � � �� --' � �� / r"--,–' �c�. III � g � � pp _ .. ...v._ ._ r �S�o Ec so+»5 __ +29.88 BCR III MATCH EbST � 22 LT ffi� -�� 6BNsmucr rrPB i �� lu5a ECR �— t e i € g \ A2 �6 CURB CONSTRUCT 150 LF OF METAL I � � .BEAM 6Y/ARORAI(, FACE OF RAIL ' III 0 34. BO'. RT CONSTRUCT 5' \ h m � I II � srDEwaLK �., %ry INSTALL 62'OF RADIUS ON CUR UE BO lI' III _� J � 4" SCH 40. Pl2' J � �,� CONDUIT �0 l,� CURS BREAKDOWN AT GUARDRAIL PP ' \� sCE SHEET ]].FDR DETAILS III + 2560BRT�L � l Vl` �_�, -,F � _ _ 1 � ' i � � i III LISTA 9 JL _� ' Ip �� i CONSTRUCT 5 5/OEWALK -- —1" SEE SHEET 65 FOR --�- � _ - SUMP DETAILS � 3] 5" PARABOL�L _. --�� l �— _ CONSIRL'CT TIDE A" CABLE RADE TO GRAIN ^^-- i - � � �- I PALM AVENUE EXTENSION ANCNOR AssEMeL r c III ' 1 � �� V I T c'as/s III I o.�: _ .._� _� d � � r care} r- -- -- _r __ � _ � _ _ . + � 7 _ i— -_- ! ... _-. 3._ �_ .... 4 t - : / � 30 7295-R27E � — o `"a �i SEEYlOT1 30 7295-R27E — o `"a 0 P�r u r n mx ��5�� i � f ®J/ �P`� � SEE SHEET 65 FOR �y// � { , � SUMP OETAlLS. '1 N SUMP o+?// � 1\��r�`�. /��z� L / CONSTRUCT CASE A" i _� 1 / ; CURB RAMP � 1 � � ,-. � ",x,." CONSTRUCT 1 �� SCALE i TYPE A2-6 p 5'l 43 .FOR OETAILS4 - CONSTRUCT CASE A' CURB RAMP I ;�� .,y �0� ="-4 , CURB ti � `, SEE SHEET L4 FOR OETA/LS � i ]t,g ECR + � L y/ � - ` 49 Ll j .� CONSTRUCT CASE A' CURB RAMP � `/ __ � SEE SHEET 4 FOR pETA/LS ry .. � Q as�q BC,p i Q U , - �U )- - --_ 1__- 6 e3 = 059'REiAO ✓£ 25`OF -.. -_ .,'�- - __ -'---"- g � BLOCKWALL AND Foonmc �. F60Ff __ - Oi. � ,cONSmuCT 5'srneivAu: _ W CONSTRUCT CASE 6" � CONSTRUCT TYPE 0 ti �� CURB RAMP SEE A2-6 CURB � +21.31' FCR � SHT 7 4 / FOR OETA LS �c LX181/NG EP I r �N. 26' I L � ' 3B6i90.V3 #� 1 D9YJ'E 1 ^� 4 0R c hN o -h 13623 £CR }P i n g � a' Rr coNSTRucr s' SIOEWA(K - I CONSTRUCT 5' S/DEWALK �- CONSTRUCT � 5" S/OFWgLK ♦ 4 6 �- � T.. R ti 48'LT sa.l3 � Lkil 4@ RTCR �,PP_ � � CONSTRUCT CASE A CURB RAMP } �1( lY Z b � CONSTRUCT CASE A" SEE BHEEJ 74 /"OR DETAILS _ 'APCURB l � � CONS�7R(JCT CASE RAMS �U CURB RAMP _ SEE SHEET J4 EOR DETAILS SEE SHEET ]4 �r Q � FOR DETAILS � �- -- — � �� SLIKhTR DRIVE�� 'r' � �r � i � t. "I J r z.I f'.. S .' SCALE'. _ - - �_ - mak- — t HOR/Z T _ -` 4a, uc - GALLOWAY OR _ -Ct PI70FlLErLOCA ON - - 20 = } _ _ _ YERT 1 2 _ -._ f - - { - --r � - ._ 4 - T 4- ._ _. �_ �� j -o -_ 4 � - - - h •.- W a 'L t h �- � h � �� R12EIL i� N - m -�-.�-�n m FX/S7/N�; O^ q o __ ^ M ". ti __� N b-_ _.. - tr o ^�]--h'_�1 obi m� -'��- - � 382_ �rt-h m= 1- �-+M � f - 1 ___* � 1 -_ _.'_ _ t- _3B2 � � - m _ � o�.. - l - E _ -:: "' + "z ro m o -_ 1--. _ �-`+° ^mil -� * % ^� -- -- "� _ �_ +2:017 0 ss 0301% � i -. - � 3B0 �. y. N - +0.201%t- �- - �—N � � - _ - - 380 O$ 0 BB -- - -- - - - __moi-- _ - -�-'- -�- - ' - -� - �= e - GRADE -Y � 1 - o —� �:� � T '- - .PROFILE -1 � � � _ � k �� 378 o � _ n� tt � 378 _�. - �- - =1 i = -L =- r m - r -r - —� o _ 1 _. _ r _ _.-_� _ ,� � -s �� / _ �_ - ___ Y--_ �� -r= '- - � 376 r .NUI :r t -_ 376 - - - _ _ t :: -. _ _ _ y ---�t - E C CY.�'-' 355- EXC.CY EXC. GY. 3 5 ` EXC C_.: - -: _ - �`_ _ �� - EA1B. C.Y. 733= .... tEMB.. C. Y. "- EMB. CY. - 53 E B C: Y. p �-; - i -- _� _y__ _ - �� SLC7kJN 20, 72D5-R2/L ,,,. if Iti Q. k REMOVF PLANTER CURE ciIf IA / TO R/W & CONSTRUCI M v { h APPROX ,i LF Al B CONSTRUCT CASE A l e Q r N CURB AT FENCE LINE / CURB RAMP SEE 5 C) i ,n -- SCALE' 1 2� SHEET ]4 FOR DETAILS �fpfpII� �tW I� TO CLOSE PLANTER Of ^ OT. i ry CONSTRUCT CROSS DRAIN 00 ' --- ' ---INSTALL 2- )O' CL -6 CONSTRUCI CONSTRUCT APPROX. IB LF - i SEE SHEET 74 __ G 5ZJ6" 5" SIDEWALK FOR DETAILS y SLID/NG GATES- __ ---- —_—_ _ - __ __ OF FENCE FROM EXISTING -------- - EXISTING MATERIAL$ 0.5' AW CUT BEENU MA & rR/w II p TCH it CONSTRUCT +54.]4 ECR f y 5SIDEWALK 22' LT e ExiSnNc EP " III +.11723 REPLACE 6' OF TYPE REMOVE EXISTING FENC 10 R 4CONSTRUCT Sa EA2 6 CURB WARP LIP h 2 TYPE A2-6 , pt' TO R/W GA>E &GATE, TO MATCH CROSS DRAIN G CURB 'l POST AT STA. 10 RG +54.52 B R N89'I>2J"E 9119 J3" IN o- o �' TO REMAIN 22" RT. RAW J90 p1l x� CONSIEucr� - 1 i4 s° —. _ 5'SVEAMLL T CONSTRUCT CONCRETE SHFFTT DRAIN. R SDETAILS Too +II- CONSTRUCT CASE A Jl SAIATER DRIVE CURE RAMP SEE i E 051 4AAW THE .& \� L1i tII. II I SHEET J4 EOR DETAILS 44 CONSTRUCT APPROX >6 IF OF I I FENCE FROM EXISTING MATERIAL -x 0 III SCALE.':- HORIZ 1 20 - _ -- _ _ - _ r �r > IERT 1'_p _ _�— - — - l0B' ✓C t - - _- - - -� - o �`+ EXIST/NG t PROFILE= 0.373% i ,: tyy� � SECTION 30, T29S-22YE 1vLOS&Ma a , h �Aug 22 t .v'. is Cap 12�1� z ® ® OBVTERATE SURFACING SCALE ._20 , ® m� Nify7'08"W GRADE TO , e —_-- —— CONSTRUCT 5 SIDEWALK ry { Qa n' N� CONSTRUCT TYPE . _.— — — —:-- —_ .i12 6 CURB .. 3 NSX 2OFF, v Pedestal ,. t .__TES /. R-100, CL CALL OWAY. COURT d1€ — 1-i�^ x y o C� m �� } ad x x I ad �_- - z I SECTION 291 Y2JS—.Fq27A 2,7 12S SCAALE7 :[ _-- -- - s _ - ✓FRT.. T _ 384 384 PROFILE GRADE o v - kI t- 382 NOTE EMBANKMENT QUANTITIES INCLUDE J-�-� y t SUBS/OENCE AND SHRINKAGE DUE TO - a COMPACTION. (TYPICAL ALL SHEETS 380 - --� T. - Al a- I - +_- -1- -� -- -. EX1STllJG PRF E .* EXC C E EMB C Y. E i _ - �crrsN so rz�s-z2r� re` � I n �_ � _� Jam. ,� a �'_ A _�. �__ I� 1 Jt- � � � � � � �- -'� - � -r- T � - � , - r t A - r -� f- -' I + � - ° � � �-- � � ONsmucr�lrao LF,oF� � � � �-. � o� � e � c �� --�- e,cc 6�ENGE I � if GRADE TO �� - �-1_ Y�� \ --- L CONsrHUCT ]0 LF OF -I CONSTRUCT 9(�5 LF OF Bird7N rmE cc -s FENCE CL -6 FENCE n s' «^ w % CONSrRUCr 20' DIX/H E GATE.' ? _�_ _, __ — i — -- — -- coN mucrr E -- � os' �" � £___ c^ � AZ -6 CURB .fie 3S : 0+ Ox^sl p * __.. ._____._ v gi ] A2NETCURB TIDE �� ft CAL(OWAY COURT -. ____ __.______- � woo � _.. —�. Nsreuc , ___ -___ I �� oEwaua 5 PP N � � "9 A'o\ o � CONSIRUGT >4 O�OUdLE CATS Ar R/W pppp5pp 8 v 9$iH' P � '>uRN EP EP If Z '� Oj9" 9 z - *6C8 `e"� n � M-< +—x x J9.4T CONSTRUCT MAINTENANCE ROAD 20' + x ci + J P �T 2 . � } � `' >��_ I i YAOE 0.3J' CL 2 A8 ODER O.5 OB I } 1 pp J �"'�1 GOMPACTEO r0 95� RELAIl ISE � h--� � J J � � � caMPAGnoN - � 8i _ � �, _ I� � '. I /... III t \ x .,. � — �� OMI EREOS OOU� PACI£O I I� i i TO 95%TELA IIt�COMR 1 SCALE 1=20 � 1 1 qiq -..� % p ®oeurERArE suRT ciNc — Too �� __ � �� r � ��,, �. i 827E �__. ___ - 7 7 IZb , a ._ _ SECTION �`J f2D5- _. _ -. _ �-�-_ - � 1— � - -. I I9 _�::: :,-' >s i;(`J _ _ II �l .4/W .-- �- �- �, - _ _ ..:... /q it i, .. "� �-� - F _ S�C7J�N 2D, Y2�sR27 - .,. a _ ._. __�_.._ M03&Nl �� a-�� - o- �J J �� [C CONS]RUCIION� i� ry I 4 � W�Q 20' _: T - - -_ r +�t -_ r j �_ �e $4 - �f 382 380 II �l .4/W .-- �- �- - _ _ ..:... /q it .. "� �-� - F i� ry I 4 � W�Q 20' _: T - - -_ r +�t -_ r j �_ �e $4 - �f 382 380 II h ow +ham oma 0 833 � __.T-:.: .-- �- �- - _ _ ..:... it .. "� �-� _ ._. __�_.._ _ __} EM@_. o- 3 4 II it .. "� �-� SEC7k7N 2D, 12D5-R27E0 Desm Nlln2N1 6 It s NCO CI m C2 17 ,III f 00 31—OT 0 No CT COV 6� STAHON V III E UCT rnuenr II Eroa coNsoNSCALE. � � t t I MATCH 00, � EXIST/NG � J��j i wuRAW REMO YE EXISTING PAR RAL X—DRAIN, fi 1/2 CURB RETURN & 1/2 CURB - RAMP, CONSTRUCT 1/2 CURB RETURN SAW CUT &MATCH (TYPE A2-6 CURB) & 1/2 CURB I 1 ART ST sAwcut &MATCH a� RAMP (CASE "A i 4 A A Oh5199 ECR E 3 4 3 W 22' RT. N k CONSIIPOCT CASE A" CURB RAMP T� A — R W., 1101 Ste SEE SHEET 74 FOR DETAIL �± f P4 – ,rte X IF Jo L 4702 It �\ r CONSR2UCT TME "C" DRIUE APPROACH ` CONSTRUCT TW - SEE SHEEt 75 FDR DETAIL. A2-6 CURB Na. i It IV \I L w ` -- s " 1 +5974 k �..ART STREET \ If TI :. SCALE 0 -k - - -i r VERT. 10=2- 384 E 382 p� � PROFILE GRAD– = —�— - _ -F 1 380 - ��(LANGLEY RD �. _ _ iEXlS-7NG CE PROFILE L :-h r r T— r Old! i -EXISTING PROFILE - STREET - -W ART '—�a _L� - o ' It EX C Y - --39 - .r EXC C Y. EXC C Y EM C Y.... _- 35 - fM6. J80 4 .6. O ) 2 J 3 l 0:;0�=0000 S=C710N 291 7295-8215 fADSa,� �SAWCUT&MATCH L!1 Exu mvc eP 9 71 CONSTRUCT TYPL' 0 R k A2-6 CURB b N I '.LJ l_�' a� o SCALE. f" SO' R£MOVE AND REPLACE 6' OF TYPE A2-6 CURB _SAW CUT & MATCH SAWCUT & MA TCH� III N ESSSSNG EP SPRINKLER pp I I -- REMOVE £XISnNG4� \ x xx x o CONCRETE CROSS DRAIN -1 .Y ' m -- R.N CONSTRUCT TYPE k m ' ' n - � A2-6 CURB IL. II CONSTRUCT TYPE "C" CHIVE AtPEPMCCE IIF: SEE SHEET 75 FOR IOETAII.. !r, ART STREET _� _ SAW CUT & MA _ _ i - 3�'C?IOTJ �0 72fJo-R�7E a i S r, Sti'ALE-i"=zo" I I REPLACE 6" OF TYPE � � � � } A2-6 CURB WARP.LIP € .� , 7o'MATG'e caoss DRAIN rc � � . � coNsraucr caNCRETE . - coNsmucr crass oaaN � ceoss DRAIN seE i . sF� sHEEr �<. - � z FOR OETA/LS SHEET J4 FOR OETA/LS REMO ✓E PLANER CURB SAW CUT & �� TO R/W & CCNSTF'UCT APPROX 3 LF Al -6 SAW CUI & MATCH � :B cueBArFENCEUNE AIATGH - � Ilf TO CLOSE PLANTER ��. �� /,ql 1S 1NV --- h� -� — -- _-- +vs -�-STAT/ON 17+96 ��G9 sao�srse'F � a - A A END CONSTRUC770N / 4 i4. I +JZBI BCR (NON—TANGENT X10 A A 11 l2 � yJ / —_x MATCH EX/SLING "� *'\ +8425 ECR_ �-- —._ , __ _ ��_ u �NSTRUCT APPROx t8 i FENCE FROM fX/STING ,IST/NG MATER/ALS 0.5" {H/ND R/W F MA)LH EX/STING � � f t —zx. _ SAW CUT &MATCH 9� m — � —. ,— " p � �?0 g Ili h N CONS RUCT APPROX IS L� OF. h J ` FENCE FROM EXISTING MATERIAL O o n 2 J CONS�UCT CASC A" Q Ill # i CURB RAMP SEE 2 � _ I " sHEEr Ja FOR aErAres � _� � {{I REMOI�E EX/STING FENCE U ¢ O TO R/W cATr &GATE � ART STRR6T �TO R£MA/NTA. )G+80 i W W � i � 3. ;:.7-!zg �- _ G_ �l = / t � - � r -1 382 — -- 380 - - :_ .. -_ 8.- w ��_ u �NSTRUCT APPROx t8 i FENCE FROM fX/STING ,IST/NG MATER/ALS 0.5" {H/ND R/W F MA)LH EX/STING � � f t —zx. _ SAW CUT &MATCH 9� m — � —. ,— " p � �?0 g Ili h N CONS RUCT APPROX IS L� OF. h J ` FENCE FROM EXISTING MATERIAL O o n 2 J CONS�UCT CASC A" Q Ill # i CURB RAMP SEE 2 � _ I " sHEEr Ja FOR aErAres � _� � {{I REMOI�E EX/STING FENCE U ¢ O TO R/W cATr &GATE � ART STRR6T �TO R£MA/NTA. )G+80 i W W � i � 3. ;:.7-!zg �- _ G_ �l = / t � - � r -1 s c r o an; R )4nty Route No y No N5 }i 3281 LT 1 a�°a 3 ^� '\ � ,tJ o_CLR6 (/1 I� -•— ®OBUIFRATE SURFACING R dy CONSTRUCT 7 E Con -- 2 h� W III k tIf _—x' (� SCALE 1--U0, 7 I� TREE -- - R REMOX SBEACT CASE A CURB RAMP N I 1,2 \ ` J) SEE SHEET 14 FCR DETAILS /x-��— CONSTRUCT S 1 A os� y �� J �—SIDEWALK Iffiffi REMOI�''10' SAW UT &MATCH L Ex STING - 2 51.66 ECR WOOD FENCE 1791' RT `� C CONSTRUCT 5 S/Oc WALK % CONSTRUCT CASE A CURB RAMP III p a - SEE SHEET 74 FOR DETAILS it a 1 R WR 3000 T aJ0 x)Bg Po•W -- -- t g _ INSTALL 75' OF 4" 4�d CONSTRUCT TYPE 346> R m - -- SCH N) PICC CONDUIT 5 A2-5 CURB — �P-RT L CONSTRUCT LRC55 GRAIN - 6111 s££ SHEET Far DETAILS 5*SEL !T CUR III - u g 16 _V7 411 ee oPo 2 +ao 22 3 06. "e NORTHWEST FRONTAGE ROAD f—}E,._— e- 31p31 RT 2 - --_ I JI z q 072' rnor✓r oT ; FRONT OF — IL h n� 0 s c — fT 2J E,oEw4/K L _ CONSmucT T✓/DISIDEWALK 1 r Al -6 CURB RECONSTRUCT ENGFR. T U �G p �' - --- ��-_ 00 STRUCTURAL SECTION 0 E OUR g1. l MADID NORTHWEST 38 41 2 FRONTAGE ROAD III nm L 585 461 3 19 e5�9 =r L 43.62 V R75 00' �� _CONSTRUCT 5' SIDEWALK CONSTRUCT TYIq A2-6 CURB g� 539+�T 3r 2,711-1 z SCALE NORIZ In--20- VER 20 t _T LxrsnN� FILE €pgg 4'378 — s _ L 3OFIL RADE 1 = ± s 7.8' - 378 376 -.'—_ ' 374 Y _ s GI_ I +— - Al -'1 — 16B EMB it � i - I I - SECTION i zo rGos- zrL KLEN !`ADS81il1 a."fL""am^tT3�a REMOIS 9 HI VA GE ONSTROELF OF 11*0F l —. CONSTRUCT CSE A` CUR R MTS' v o E REMOVE'B HISS &CONSTRUCT 14 y5" OR , 1 I X SEE SHEET 7 FOR DETAILS a ~ — -7 �\\00A ' \ � � 5 1 SLOPE HE SEED SLOPE TO I 2 i' k Tfl RELOCA IF MAILBOX 5 E s jj S..{ €r t g hkk �\ t' SAW +U I. CONSUE FOR EXISLNG rENCE L�.j MATCH EXISTING AWN ASIEFT 76 O/RECTEO BY THF ENGINEER. (y +1 0 J COORO/NATE W TH PROPERTY O i j2 'R I CONSIRUCT CASE `A" CURB RAMP ECT 74 FOR OETARS 05 NORTH OF R SCALE 1" 20' MATCH EXIST amsmucT s' POEMALK nm _'-� 72 AL\A , CON.STRU.,T 4 OF OF 6 6'32" ~ ONSTRJCT 12 - »PE LL- FNCE DouecE cArE coms>Rucr PIPE o� b4er. Z 3 CONSNUCT 1/ ` +]222 EcR 89�5 A2-6 cope * 2 l� A2 6 CURB I f NNNG RL U 0 s7J¢5 )ab.s 0 6 5 �W Ze' �. CONS RUCT )p" b e o' ; I �ioueQE ca Te,... coNsrR{Icr TYPE ASS o' 6 — 5 TFQ U5, xCABLE-{INCHOR ASSEMBLY Qom. B is -- R ;I -1 Ak� qsc ��P EMO✓E THEE CWi CONSiROCf31. 5 IF METAL BEAM 0 44 JGUARDRAIL F OF RAIL R-4983' C r 6 Y 0 TOI+E Al-BT F CONSTRUCT 5' 0 — - -IyIRAN,j(ZLOYE-4 CVpB TO CURB RECONSTRUCT GLEhNST_ SIDEWALK €€ c iMATCH 7YFE i CARR/ RRRANS/J/pN__ _ SIHUC�/RC SECTION. TD III "so 4 I MATCH TIP FENNTAGE ROAD CONSTRUCT CROSS SEE SHEET r _IS/ 1 LIN CONS UCr CASE's'oDInEDJp uae ;eAMP s --_ 1 SEE 5EFT 74 FOR'DEfA25 CONSTRUCT 32 LF aF TIRELLL _ —L.— 1111 - L __r 05 _f R _ CL-6 FENCE ON RETAINING WALL ° 1 _ -- { -� i5 ` I L�. LO ')RI VE ja Ilj J _ _ 222.F JI - � NORTHWEST FRONTAGE ROAD III - L, R OBGITFRA TE SURFACING _ 1 Til h i _ I oro HORIZ 1 "=20 - - _ ; 100 • 7 t Z� ��IERi 1 2'- --+O a�'c 382 g- —� -i _. r __ _ _— - - h� t: , +�.r 387• I PROFILE ` m 380 EXIS N PROFlLE— "s. 380 _ N t 378 376 376 Y " 11 10 9 a 7 e 5 j �_�� _ ill I pg - � ____� _ - — ®OBLITERATE SURFACING i � I � �b x x CGNSTR(/CT 32 LF OF TWE i Y � � � �" � `�� CL -6 FENCE ON RETAINING WALL / � e _.. ... x _ � �- _�- —� L .� �,� — � I - T --- T-- - -- _ � ! _ _ �_ �J_ � __ T._ _ f i I j I j r I o �/, eco" �_ ---�- A 1 II II � i � � �— r .,L_ - L I —_� �_. y�oNSTRucr�u ori I � j. i � m� � I �� TRANsmoN TWE Ai s'cuee o�— � �__--'�-- 1 � F 6� -� -- WE CL -6 -ENCS � �** x MATCH TYPE 25 6ARRlER )RANSITION � _ ' C�� CONSTRUCT ]D LF OF � iCON TRUCT 985 LF OF �'"L"- �1 GONSTR CT ]YPE A" gS N _ t r s FFNPE I rmE tt s FENCE n� cAeLE A cNaR AssEMet r � ' �p x _ ; coNSTR�cr rnE �s1:1 [- - �t I I -AI-6 CURB � � �, c � i CONSTRUCT 20' DOUBLE GAT£ -m � _ _ ^A6,'. _ 2 9 , o i.- � � �i -- `— � y � — -- _—_---___ I p M1h p 3].5' PARABOLA -- 0. �F �r Di Oxr-AvD �� 13 ?6866' 14 I5 i ]5 - CONSTRUCT TYPE ,CONSTRUCT 100 LF METAL B ---� --__ __ _ A2 6 CURB GUARDRAIL FACE OF RA/L RADIUS. / �EX/ST/NGEP � '� _ ON CUR UE 4983-_ ____ _,_ _ _ —_ __ _ -_ �'-CONSTRUCT 5 - - ! 1 9 � - SIDEWALK � � 1 -conlsTRucr rs' ovuBLE GATE AT R/W EP � � ° � >UR �� I r � _ gN � � I j a n _- �� E o NORTREAST FRONTAGR ROAD INSTRUCT MAINTENANCE ROAD 20 I � L � t �T�-��j 'DE,' 0 3 CL 2 AB ODER 05 OG � SCALE ?0 � ; ; I lallll �.i� n,n ocv .� �,:n '# � - ,..! �Zc• i � oe ( _"tr p ��. I oe ( _"tr p ��. EC7JON 301 T205-R27L �=+F`RI Au ; MIDS&M - >21 ALN 3 Z � TIT T- CONSTRUCT T M1 A2-6 CURB „ sIL S R IIICONSTRUc T casE e' (MaalFi£o) CURB RAMP SEE SHEET 74 FOR CONSTRUCT TWE 85 CURB (MOBIF/EO) u r 1� Yyr El �I �� A rq5• I 22E4 corvsim� �r FEE '_� sEcn tic tiR+z 0� �. Q ai s 0 ,qLIP y Tii ^ r CONSTRUCT TYPE "'C" q J # -9m DRIVE APPROACH eG > q' �AA 1 j RB a ` i I)< CONSTRUCT TYPE p 1_ E 5 L .5./. ]5' Ag _ y ®OBLITERATE SURFACING ' i� P e ry p 4• �a x CONSTRUCT. INSTALL ]$ OF 4' 6 •5 > EXISTING EP - "T - - _ 1] 5' SIDEWALK SCH 40 PVC CONDUIT Z], £MOVE E15 GN y R f 0 TUFN. �oQo 8S CONSTRUCT TYPE µ O C&G. SDEWA 51'A2 CURB [ 67 I( i A-CL s' r�BEV. 380.30 =- B 3 _ CUR© RAMP SEE SHT REMOIF EXISF CURB &�S/DEWALK/- f '- ) 1 - --------- AMP T� SAW CUT &MATCH- ]4 FOR DETA/LS / R !O t n '� S - — - 5/GN SCE - LAW CUT AND MATCH 1 RELOCATE EXIST TOP OF CURB SHT 78 FOR. DETAIL �I D q] CONSTRUCT v siaEWALK PLACE 025 AC(MISCELLANEOUS AREA) RECONSTRUCT GLENN ST a 'r]]N qA' +l JRj OY£R 050" O.G COMPACTED TO 959 �� SAW C T AND : 1 STRUCTURAL SECTION TO d L_ B q— 5' Tg,02 TOP OF CURB HILATl iI E COMPACTION CONSTRUCT SIDEWALK TIE IN MATCH EXISTING SCALE.' 1 =20" � i MATCH NE FRONTAGE ROAD, R �rorraF cuRB Ec£v a]s so NORTHEAST FRONT AGE ROAD �PAUEMNr ��' d / `y ELFV-3]9 90 SAW CUT ANO MATCH 378 376 l XC c Y. MH - I I � CON .MON IN l. 4:1 SLOPE T PROPERTY LINE 1 �� TOP OF SLOPE TOE OF SCOPE `— IN i I �_ 4 1 SLOPE ` I BELIKOFF PROPERTY } DESIGNATED EMBANKMENT SITE j 1 `l 1 EMBANKMENT = 72,427 CY X�J _ �V� L I _ �V � Q PROPERTY L/NE� R�2 /`� C IBC`"` �1i \ l < ' FLAT C r ,' EMBANKMENT RFL f 4kk SEC iAT — Al 1 x \ 4: 1 SLOP£ ,v0 Stn[E. I t '�'� SEALL 4.1 SLOPE _ ) F \ F" Arz re« \ r YL i. ffi �� \� IYv BEIIKOFF PROPERTY ��( 6 :{ r __ i DESIGNATED EMBANKMENT SIZE f .� I I ) \ d —/� EMBANKMENT = 5,053 CYANNTE -„_ —I _ �_ J .1 G P J — P W EMBANKMENT tr FILL �N 12 R1w CL tNt IIII��` INII i o 4 4 1 SLOPE- III - r 4:1 SLOPE � � y SEC770N A A _ � -- iI NO SCALE of , t BMI IN BIC 1 ` 4:1 SLOPE TOP OF SLOPE a�...^"': - IN 1ANY_ Vit\ f \ x i.�S RECYIPAMCNIMED FCR "�V,• ,mF- EAfBANEdfENT GRADLNG PLAN COUNTY,OF KERN I a CIB NI WT CALLONAY DRIVE' UNDERPASS i” I ROADS DEPARTMENT BICE ,.> pas ®-Brvs.F xATi,PAr mE s2 r) c , „ NOR BAKERSFlFLD, CALIFORNA P.UO N0� 89 .68 cJ'✓..+ G ,III NOTES 1. ADD 300'. TO ALL ELE✓A TONS : SHOWN 2. THESE SHEETS. ARE ACCURATE FOR ELEVA 77ONS`SHO WN ONLY. J. ELE✓A 77ONS ARE SHOWN AT 25'rt INTERVALS UNLESS OTHERWISE NO7ED. 4. ALL ELEVATIONS SHOWN ON CURB & GUT7ER ARE AT ; ALL OTHER ELEVA7701VS SHOWN ARE AT FINISHED PA VEVENT OR SIDEWALK SURFACE. SCALE.1`=20- w 91 �6 6 5 b0 6 6h0 1 7 V� 16 '16 16 1 16 1h 1.ti 1 16' 16- 16 1 G� GALLOWAY DRIVE sC a°` °r., COUNTY OF KERN GRADE SHEETS�IGNED By N 4' a CALLOWAY DRIVE tMERPASS ROADS DEPARTMENT A BN.SF,a�ffAr 6J rt vv MSE By PUC NO 2 992BB ��vu:.��E�v,wnrvvwroCww.�, EDUCE�PuS 0 _r 2 3 z7 „y2 su.,. BAKERSFIELD, CALIFORNIA �FBI<." 3 - "' " i � x 3 3 o- 6 11 11h 1 1� 9 11- 0 11 14 i sC a°` °r., COUNTY OF KERN GRADE SHEETS�IGNED By N 4' a CALLOWAY DRIVE tMERPASS ROADS DEPARTMENT A BN.SF,a�ffAr 6J rt vv MSE By PUC NO 2 992BB ��vu:.��E�v,wnrvvwroCww.�, EDUCE�PuS 0 _r 2 3 z7 „y2 su.,. BAKERSFIELD, CALIFORNIA �FBI<." 3 - "' " .t NOTES t 1. A00 300' TO ALL ELEVA7TONS SHOWN 2 THESE SHEETS ARE. ACCURATE FOR ELEVA770N5 SHOWN ONL Y. �$.� 3 ELEVA7TONS ARE SHOWN AT 25' CL /NTERVALS UNLESS OTHERWISE NOTED.':. � ' ' ° '' 4. ALL ELEVA770NSSHOWN ON CURB &GUTTER ARE AT r. ; ACL OTHER ELEVA770NS SHOWN ARE AT F/NISHEO PAVEMENT OR SIDEWALK SURFACE. �� s \ � cy '> > � 82100 me _ FS � R ,1 �APSg6 SCALc� >"=2D' t ms's � � U � O0µ, 1g. kD A 6 19 1D 19 ua� 3� � 10 19 1 00 0 20 2 } 9 y9 g9 0 A g1 q5 q04 �9�3 922 930: y39 950 11. 11. 11 1q. 1g. 1 . 1 . ,�q�a "10 1&µ � � ^%9h' 19� 19 1-' 1 � 1 � � 1 j e CRDWN � 4� E � � 0� 9 0 1 5 //// 3a d° 53 2 n 191 190 99 199__ 000 00 902 9036 19a 19 1y. 19 19 10 1°' 19 / _. 91� 0�� 1905 2, 6 9 9 JD e 1 1 p1 Tl 56 y6 g L z 190 199 190 19� 191 .195 1g. �9 1N0.Geft 0 0 - E 3g QJµ 9k ��R 62 2 6 19 Ofµ �� 19EG�a 19 192 SR P 199 1199 190$ 108 .1920 11 31 091 1951 1961 1916. 1986 1995 19Ok '\3 1922 1930 1939 g00µ // a '-. {.,:' .. -i ! � ..�....�,.e� .e. ..e.e...., _ 7 `p0` iy°W -. COUNTY OF KEftN GRADE SLfEL'TS GALLOWAY DIiTVE UNDERPASS s I a�. ,� ROADS DEPARTMENT s gg, .>� AT BN.SF RAILA•1Y, �J ,/ � zm�cm auxs 'e-s� pnn. � BAKERSFIELD, CALIFORNIA �. M� � � FSC NO 2 BD2.BB GJ�Y'� 2 tiFBt. J ,€ J M exiSTJNG g5 9 81 oo 0 1935 1� 69 4 O E06 SCALE >"=20' o 6y mem � q EO G 06 63 was -Y 1 qEp q 03 09t O p 01a 021 .0,56 064 013 OE1 Oo,0 091 Ey. h Hq 95t gO q1�t. 43 d3 Obti 901 g0I9 E069 E096 9 Oy E� E�85 a�92 E191 E1 gg ` Q �JRg E0• �t F+ "d 8, 0 P E Opt EO9R 5q 61 16 Ek q3 01 >0 qE ry1 56 dd 53 61 10 � Ery �. d� 1g. 19. 1g. 1q. 1q. Ep Ep. Ep. Ep EO EO'. EO EO g0' 80 EO ! d EO gGP 80 �9D 8c 10 EO' D H( o BCR, DI /07ES E03�dD E030� %� Qe 1. ADD 300' TO ALL ELEVA77ONS SHOWN.: Op d510aG 3� OL 2 THESE SHEETS ARE ACCURATE FOR. ELEVA770NS SHOWN ONLY. EGP 0 E95 G 3. ELE✓A770NS ARE SHOWN AT 25' %INTER✓ALS UNLESS OTHERWISE NO TED. 0� � 4. ALL ELEVA 77ONS SHOWN ON CURB & GUTTER ARE ATFL ALL OTHER ELF VA 770AIS SHOWN ARE AT FINISHED .PAVEMENT OR SIDEWALK SURFACE. ACAD FILE CAPE FINAL ��LE IN MCF�s FOR MDAUCED PLANS 4 I� RECOMMENDED FOR ErjL VC LE COUNTY OF KERN H ESIGNED 0 ON ALI By ROADS,DEPARTMENT A" cacao AT ,C. We al si9 Ros 3 y .. ,� ¢- �� =oJZ w�°" BAKERSFIELD, CALIFORNIA `M `" By rs 7940 69 $ TO/ J959 p5 p0 Or—WN c 1 NOTES 9 p5 0 0 0 ee w 10 p 0 a 7. ADD 300' TO ALL ELEVA DONS SHOWN.6c. � , P' 964 2 THESE SHEETS ARE ACCURATE FOR ELEVATIONS SHOWN ONLY. PALM AVENUE EXTENS/ON oa " 1 7 WAN 0 ,y h k 3 ELEVA DONS ARE SHOWN AT 25 � INTERVALS UNLESS OTHERWISE NOTED. 14 4. ALL ELEVA7701VS SHOWN ON CURE & GUTTER ARE AT ALL OTHER 19' ELEVA 77ONS SHOWN ARE AT FINISHED PAVEMENT OR SIDEWALK SURFACE. 5 `t g0 fIY 1919.. 96 1 6 93 1a 9 9 1°'' 9 198 4 0 19 y0 SCALE _1 6019 90h 00ry 0� _ 0 196gP 901 6 0'.� 0 f_ 9G �. 19 60 ap1a�. \I h66 19 19 00� � � � 6p' D \ 19 /. y5 ^0 1�2 60 hpD 90 pp 0 6\ 19 10 r 3� 6Gft 199 60g� ,i. 05 1901. 9 , 021 90 00. 8 90 _ 1 vvv 9v°h age /h 6p69 GALLOWAY ORIV 0vG hv5 y9 ep - '. Fie°0 �a01143 \' \g3 9 6 902 0\ ..900 0\ 9 93 00 1 k 60 ^0 J \ A6 9\ 9 80 0 19.9 B\ _ 90'. 9\ 190\ \\39i0\ 1 19 g012 4A 60. 5 POGG A 8\. \0 6 g0. R 25' g Gl7 COft69 g\ 35 _6phb 8P 19 \NG 9e 120. i2 \59 9� N g09RS 0pG2 1 906 0- 5 � 0 G Op9 ` ao ss_. _ 6pd G i 30 C4, 0/ WfJG i B0a1 0/ NINC 9043 .E�w.M..oEo a .. . ,oPao._.: COUNTY OF KERN GRADE SHEETS' OZOAGNED By' ROADS DEPARTMENT CALLOwAY DME UNBEEPAss MMI "FC MCCCC4942 S/ 99 AT BLASE: X4/LNAY, �d? ° e e7 myp_ m �A BAKERSFIEIW. CA FORWA tCKED a. PUC NO. 2— 692.8E V f _ e1 e ` I::} i W 305 �O OND 07 R ` SCALE >'=20' m jeEC1 12 \ .1 2 - m ek �379 R W 719 is ACCESS ROADDo- l f- ^� _ j82� EC 0 3 1 L' \ gySQ t0IT >s. ol 1a 5 P 11 ,5xyo 6 alb 90 3� 1201 �,�, 10 69 _ 69�e 6� Fs TL �G 1060 0°n �2 � 180J e.�-- 9 ..16' b; _ 1h9$ L Z�a� O Bg _ 1 - - _ % 3 3 >e 2 3 1 1 � '2' 95 16, 1 --- d 5 S 00 / 15 _ _ - �__ 9 yd 69IF 635 y 59 6A8 61 61 609 it 3A _2 e2 .015 62 1 e5 b 63 L 1a --` a3 �3a 1ti5 1' 1 g g D� 566 g �y. v"�o Ar u3 53 0 pA 4 9 19 try Oy9 y9d 60d bb g eG ry'M I � F 62. b2 d1A FYI g 8 OA 1 A 1 6 16 0 1d�ry 1�1 1ry 1^ _ h 9 y 0 06' bd60 b b 0 6 7 6 60 60 8 k9 h Dry ,gh 101 69g bg 61 g _ - 65 51 1h 1ji ng 601 1g�g lhgd 1q 1 lam. e r B3 26 y3 d" / gg Q� " i ND 1yP Gv' OG 1 _ _ y'S ryh h0y 1!.1p19 kp ,1db 13 �1S '1ry' try 11�' i10'.1�C 01 b b9 gyG .110 E g3 �P' dyb0? NOTES %N% ns0 T. ADD 300' TO ALL ELEVATIONS. SHOWN. 2. THESE SHEETS ARE ACCURATE FOR ELEVA770NS SHOWN ONLY. - J. ELEVA 77ONS ARE SHOWN AT 25' C INTERVALS UNLESS 07TIERWSE NOTED. 4. ALL ELE✓A7701VS SHOWN ON CURB & GU77FR ARE ATTL ALL 07HER L-LEVA77ONS SHOWN ARE AT FINISHED PAVEMENT OR SIDEWALK SURFACE t a gg 90 9y 00 00 FO 5 ry g0 i� dd h0 411 ^fid g�� h D p 83 G g33p �g012Do 6 12 R=25'� - E CONSIRIICPCN (L OWN),.R��00 '� 0 A 8 GALLOWAY COURT ' g REOCRREMENTRED FOR APPROVALf 0��20�% COUNW OF KERNRFC E, NOr z ROADS DEPARTMENT cA�owAr �RrvE uNnERrass SHEET NO"AT BNSF RALLAAY, 7m^n - BAKERSFIELD,�CALIFORNIA PITC -NO. 2 —992, 6B eJ TIED NLL NONE u s o.re.. 'a e� ua.w e. o� o•.ua+m.nr�.aw,w�rs ran REDLI P,N`z d l 2 3 r r P 7769 WENO W END MATCN EX/SJJNG t , 2ss _7761 a � � 7760 i 551 10 5d 1F 19,c 9 72 a C� COIN>1 �1 1 16 c y6 .i NQS d W 15 5b 1 165 pD 59 SCALE 11 a g 90 G k 6hkD NOTES 7g E. iNh1. 11,9 11n T ADD 300' TO ALL'ELEVA77ONS SHOWN.. 3 a,9 78 0 1pti 16 ��G 2. THESE SHEETS ARE ACCURATE FOR ELEVATIONS SHOWN ONL Y. 0 ' O 4cd h0 J. ELEVA 77ONS ARE SHOWN AT 254 r INTERVALS UNLESS OTHERWISE NOTED 1% 7787 G 6 G 9 q75 96 ft p\4. ALL ELE✓A77ON5 SHOWN ON CURB & CUTLER ARE AT ;:.ALL OTHER -�, p p.C.C. 1 0 ELE✓ATIONS SHOWN ARE AT INISHED PAVEMENT OR SIDEWALK SURFACE: 6 lb 0 ylfi 1191 0`C I 1950 9 18. 18 Og d -.._ - _ iA 4 111189 9 Al—�� 1 191 191p 5 18 1a �5_ 92 % eel"occ 11,kD, i 19� 9y 110 � 15 �1p 11 kp 06 0 � k15 11 k1 X11 116b �.. 1160 16 L1 ''� 11 FG 11ry 1 01 i 6 1 11P 3 16. ti 1 6 18. 60 11 2LS ry5 5 — 18' b51 p1 1g_ 1gd RS: h\ 0 \ 8 S 1A �_—� 15 k5 k1ry 1b0 JO - - 41 1g. P1' 3ti 18 %ham FO Z g _.�'1 w _.-_ k1 1 ft 6 1 \ cWAoeq° e 1 11 p k1 1g F G - G 3 18 - g,d1 9 JP POG le db .LIP 6 17 k1 14 118k 1b1I�LIF 7042 9813IkD 11EO :10 15" 6Z e 1 155 65 1- 5d 1 1a1 19 9 gk �� 1°j 9 A9 09 ry6 7784 "il 1 k% 1 1 i � 11 5°' 0�'. 1 a° 19�ko 1910' 1 45 19 >/ao— 1 1?� 1 5 d y1 �6 7Z BB 1 111 k FSI ve 1x96 o q.G oma 7/44 1`091 11 Gftt 'I6aP Ido- Rt 6 610. c \ 1� 7 R \ a c 0 v 7805 11 e 3/a� 16 a1 616 try 0 9 Rt�oMENDEO FOR APRROYuJU� ,:. ':CRAD6'S%EFTS a,..,,. ,..: COUNTYOF KERN ",, 'ROADS DEPARTMENT " se e.h - a z7 A' - OAKERSf1ELD, CALIFORNIA - OHECKED R 'F3 [ft. r i SCALE 1"-20 905 - �M1M1I"D , t pq 91IryB dM1pD 5� $ry5 \1 M1o9.. p1 g3 95 9p;� 069. 800Y 8p 5T Bp aM1 9033 h 0 9 o PALM AVENUE EXIFNI g o95EG Q �. 2 j m 8115 M1�1 M169 '`9\ 8093 065 .8010 1hµ p6pD .>3 1993 9 \ go°2D D�C;�� of h § \ 0 1 Bo\bD 8p63 or, 09 125 22 80 1911 d 198 e032 OFF m 0 a EG 1 yDIa?m 993 1 , - a - jq 79 65 7959 1 - �% NTNG BCR. DAL D N1NG J9 40 69 9.65 01Dl M1 19 p5 0 O/ E =9.59 N5, M1G \ '4 NHNG— k9 10 6b 1953 5 .Y 19. 19 NOTES.... 19d o 1. ADD 300' TO ALL ELEVATIONS SHOWN. 19�% Y 1969 2 THESE SHEETS ARE ACCURA 7£ FOR ELEVA 7701VS SHOWN ONLY. 0 y J. ELEVATIONS ARE SHOWN AT 2S rE L1V7ER✓ALS. UNLESS OTHERWISE NOTED. 9p WI1920\ �0 h 80 91a 4. ALL EL£✓A TIONS SHOWN ON CURS & GUTTER ARE AT EL ALL OTHER 19. 1 ELEVA 77ONS SHOWN ARE AT FINISHED PAVEMENT OR SIDEWALK SURFACE 1995 19'19 d DEDLEI FED DI 1990 198G ` —mow, FIELD BOM CMNrr of KERN CRADE SHEETS s �� $ ROADS DEPARTMENT07 BY cAuowAr nervE OnDEnPass AT B.N.SF RA)LMAY, �f /a, PUT NO. 2 B9$.eB `L'�l ; 7D By cxn a Z7 ,eon q BAKERSREID,-CALIFORNIA oF81 =6 =nil+mma+= rwe wcED vuws 0 t 2 3 ••` MJE SCALE. 70 20' - tiA SLIKKER DRIVE .009 00^ 0o- 60� � ryo hg 00 �0 h ,y � o g6 09 a��9ec � yE NO7ES I. ADD 300' TO ALL ELEVATIONSSHOWN.. 2 THESE. SHEETS ARE ACCURATE FOR ELEVA77ONS SHOWN ONLY., J. LLEVA 77ONS ARE SHOWN AT 25' 2 INTERVALS UNLESS OTHERWISE NOTED. 4. ALL ELEVA 77ONS SHOWN ON CURB & GU77ER ARE ATFL , ALL OTHER - ELEVATIONS SHOWN ARE AT FINISHED PA VEMEN7 OR. SIDEWALK SURFACE - o.oE �.. .n COUNTY OF KERN a. GEMemEp ROADS DEPARTMENT Rosg ,i 2py _BAKERSFIELD, CALIFORNIA SI�CYbN 300 Y205-R27E - ..,,F XE, I scnce 1zo G -- n � r PUSH BUTTON POST TO BE RELOCA IED BY CITY Ott CABLE rV- s w�� SCABLE EV-1, !; COX WARNER G E*9snNG 24 W / a /'' /CALLONAY DRJVE ci k/# DRAJNAGE & UTILITY PLAN. SECTION 20,7205-R27E MDB&M 2.7-U--.'� S - — J r _ I 1 _i k ,. SECTION 30, T_7U5-R27E ,.s � ,; a. �`` � :� MDB&NJ Sa,A-c�.,` �� i i I� 11�� s/� � .. / n� II �. ! . �4N �� "� II� ;" � :a _ -_- .-� � \\:l/ll �aerr-roNo cox � � o I t V 3.. ,a me ear _- _- -_. i ! c�, �_ rvC IC, �� . 3 �-i BP CALLONAY DRIVE ii SECTION 20, 7�5-R27E MDB&M DRA/NAGE & UTILITY PLAN .,? �� y J'. , i i SECTUN 30, 12J.S-R27E a J�ff OVADA 1 CA X 2D 44 MD58N1 fa — i %�� es' I. jl p °" 6 �•)c' Q k I 3i scArF r' ee' I V( 4 j CAB4A (TO RE RE OCA FD !V /NES 0 WARVLW AND -- __ (re e aemca ar a>NCRsJ, rABI _ I�—t 00 r — x o a OJ CAL s_ �«7\`�� \� \�\�' la P r sGCAL. c 4 - c c c — _ pkR3p � a1 ani 3 PAC € \\ 6 ~ v i �-&ELL LINE ;Ac' BEIL ZINE B B� ✓Rl/GHM1 WATER ev I °f L I anrtOFAY DRIVE i� l UT/CITY PLAN i SEC7]ON 20 Y295 R27P. TilDR&M _ P DRAINAGE & UTILITY PLAN7-1 SECTON 301 T205 -=E WON FtNI SON: III 81 MMAIM If tuirme le NI SCALE =20' — — At. 00 \PC,F£ AND CABLE ] / LINES (l0 8E RELOCATED 0 0I ERS) to P2 .: B6 ' -205.41 - --- y6pt, B9 @k3c' --ems -..�:-_-_-__._ B' �_- 'SO CAL GAS P _. B A w--�y� PAC BELL /N£ (TO BE -- �.�=—�_ _REMOVED YOTHFR �) �' + v -'� - - - -- .I -- --��-_ w� I Ir Of PAC I s I � I py ✓A c w W C — If CALLOIiA DRIVE I'f SECTION 29 T29 r'22/ h,70a&M DIRMMAC & UTILITY PLAN; -07 1:1 382 20' _ _ _ _ 77FTC CRUUND P ��pB�ENRE - = 382 — ✓ert 1`—Z L gE R + 380 _ _ i SEE SHEET NOS SJ B 54 FQ4 SRMM .:. Py[. A - _ 38O • . DRAW PROfJLE ON SVKKER ORIYE S 378It §�E 376 e Ac w AucNry wAJCR co) - S z ` `Ay 09.4 LF 18" RCP - := B 292 6 LF J8" R_ P �2 703 — BELL ABLE LL 355 t _. , �, SF.C7bN 30, 72f15-R77E „ow ��.�� z 6: � �iN s- � - a I i 11 � i �� ' � - � - '" ° r I GAS UNE TO 8E 1" __- _ F9AieAGVEfl1iC OIF/ERS � � \— � I s - � � F ,' _ � I — — _ - __ _- I -. 1 __ j�� .. � i I. _ , .. � .- _ _ --_� --- 4 � �WA7£R UNF TO B£ ' - � � - �� •� - 4 R ^�. / x � _ "+ F RELOCATFO BY OIF/LltS � 1� I� j / v � L � — _ - i , _ r_ _ _ I e Y P i ° � - � v- �� _ � - ➢ - - m r �i�� z � I � � � 7 �'i - -- � ��a � �_- �7 � caerr ry A _ w .- _�� i � �. - i � � e �� // B! y IBJ i = - �� l ,GAS L/NE TO BE I � F� W � 2• GAS i."' 1 / l —_— r __ _ _.— ➢''� � � \ r'— AB N/(JNGU HY JI/CRS °�'y __ G—�` i9� / - �� 1.4 s � �/ r% % L ��II �� A � P &E �i —^ y �g _ x 1 � - _ � I � - - 50 .CAL GAS g• OIL— 6 '. � L,� � If _ .� +1 „�-�.." -� W �G G o_. � �'I:: `' -i� _-__—��o��cALL� O AYDRIVE '. � /�'/ __. �, -- �77j � _ � ,. � Y SNLYION �J, Y?J5-'�9/_ !`4fJB�XM w ., ,� � t- j,7 g DRAINAGE, .g UTILITY PLAN ' - r -. �, - -- _- -t- � t ._ �� t.- -� i _--:--_. - � A RUF _; - .. _ T-�-, rA,.� - L _:_ __ t -r =may � i- _ _ -� - � A RUF _; - .. _ T-�-, rA,.� - L _:_ __ t -r =may � i- _ _ _, `� SECTION 30, T2o5-R27E �, q r- � � ( � � � � '( - n �_ 7 t \ vv '� �'� � �� I � � � � �, _ _ � � I s x 1 j I � � P16 - II t1 �� I �p � ��\ % CAIdOryAY DRIVE V � � i� � jg � ""„111, � _ a, l � � = 3 �u� A �,� � 1 A`� 1 � I �� i i' � a _ i i �' a i �r i �� _ __ �. �, bII I E scatEi za'. p � �� _ — r — �” � tl � z =�` r � � y � �� i 1 � � Z � =� 1, ' .I, o.�>�- i e n4--_.__._ L]� PG&C _— --- __RELOt �_ TO bk' - _� DY OInERS� � -. - �W— �- \ 7 ,� ^�N _�� .. e �-x"'� _ .__ 7295-Fti7EMDB3M '" _�.� �--a -' j �� Y.� t— Z �-�fiYw�x� __ _ �' d �� _ _: � � -- \ 'i i 9 �� .7 LP DRAINAGE UTILlTY�.PLAN-' (7�'ti �.'u '" _�.� �--a -' j �� Y.� t— Z �-�fiYw�x� __ _ �' d �� _ _: � � -- \ _..__ 9 �� .7 LP DRAINAGE UTILlTY�.PLAN-' (7�'ti �� __ '" _�.� �--a -' j �� Y.� d � � \ 9 �& �.7 LP DRAINAGE UTILlTY�.PLAN-' SEC710N 30, 7205-R27g.... � - �. °A'�""` �� — l \� �- j '� � �� S k a z i � _. A � � �i ' �/ `� \iv � �/ '\ _W i _ �.. �, '° III � � � � ' �, � � � DRAINAGE & UTILITY PLAN 4 2.7-f ., .. _... _..I�_�'-. - �� ;. [ .i ... SEC710N 30, 7205-R27g.... � - �. °A'�""` �� — l \� �- j '� � �� S k a z i � _. A � � �i ' �/ `� \iv � �/ '\ _W i _ �.. �, '° III � � � � ' �, � � � DRAINAGE & UTILITY PLAN 4 2.7-f ., .. _... _..I�_�'-. - �� _ -, { SECTpN 8D, Y_JS-8272 � � a� z ,,, «rre •� j m� �Y1P�r3�.M '� �s��—„� a5rC7JON 2�J, f2FJ5 2272 a 1 s m 9 1 1 1 � � i ;� i i � -a �� 1 � � � I n t� i I � I � ' i _ t SPACE 1 20 � � O �I 11� ^� } O .r 4198 LY W �� I 3 �— 1 \ � � �� 1I 1 a i 4 �` �' � �' �' :; � e V �� n P19` i I1 U � _ �. Ih 1� x i ' Tp� ( 1 1 i 1t9� B6 0 _ __— —__Z _.— —� B+ 0131 I. i � i ._ x :: ..I 1 __ _ � u� —Y __ PG&E &LANE T' L f 5 i � P21 1 P20 TO BE 4ELOCATCO NY l e � �e 1 eHS�_ I I h l � 50 L c�AS I fi ___- _ _ ____ �-� r - _- -- _. CC 1 -.-a _—_ 3 �, .., � � � � , � n\ ;. ��, .� � I � � >�ggP,voNe uNcs a eE y � �, °n I l �i. � � �%—nEcbca ea er anicas �� I ii i I�.___ _ 7.. , suZa�xnnrvv� ��i VIII. ' ��.I � �3� 3 i � {( I� j I��,.. III �. II ;a II i I I _ ,. �I�, r �� _ �_ _ _-� ._ . �m I; ��I �I� ��I I�� DRAINAGE &UTILITY PLAN a •7-1a8 � 9 1 -t - SEC7k7N 2D, 72��R27�. � . � MP�B8N1 re� - � II - �' � - . / r _ __ __ t , - �/ i,� ��", __ 1�� i -t � �- � i� re� ��-�� _ __ t - - �/ -t � �- ��-�� t ��", 1�� i . �_ ,�.�. ��-�� t ��", 1�� i I—� 1=� � -f ^�'�l -� ��, I—� 1=� � -f -� - - C- T - I � _ { 'j - -F- � _ i. - � `r i r :- � { _ _ � � � - 3 7 _ _ _ _ t .. _ - - � _. . _,.. �__ _. } .-_- �__ -: -:-� _lam- �:�_-i-T-r -_ _- ___ _ � _ _._ ,i .r_ _ - _ __ -_- _ _ .-C= � � 2 3 I _, _,. _ _ _ � 9 I = _ @9� 5EC7JON 2J 7205-R�/E � 2 � MDB$N, � � � �� . r c� = \ � I r _ — a@ \\� <. �uKiri wa oa / _ _ m, cAs - � 9 I = _ @9� �8�3� � r c� = r _ — a@ —�- � _��_ k k �, _ ��, i I _ 'SECT10N30, T�5 r"t27E • N1DB$M �. �, 9 � � Faek 'i_1 ,—, �,°' � �� - rc--- _ I � � ��i � �� r-� - � � i I, ,. iy � � �.. "= scn� >•zo• ,_� ,_ ;F _ _ __ � i ��- . —, � � � � i W NOETXMEST FRONTAGE ROAD � � � .__ � � _____ � - - "_ �� li .: . C i �� I, _ � _ _ a �I , � ��' / — . P � ,`�� — --. � � _� �' o � � � i i.. � _ � �m ��F ro - � '� � � i � RF O:A'�/J RV O,NFRS `� � _� �r� �� _ �_ � 0 V j 3 :- � �! I J I J � _ _ �,4 .; _— — X _ r � _— � � � � � b v _ r x F .5\ � I i r < _ , _ � x x _ _ x i _ _ s e i —�17 � \ PA B�LL4 �, ' \ � ,& A8 E N _ �� - I I 1 / j - _ )f 3 f'_ C � � r __ nna x J 1 �;-_� _ - _ DRAINAGE & UTILITY PLAN 2.7'!28 . V — z __ l oo B � __ - P -. - x _� Ili __ A- —_ IIS j �: 9 d - __ � I b.9 lith ----m � _', _ ._.. _- -_._ - __ _- I _ _ .�- - x I � r -� �z- � -r � i &' \ PA B�LL4 �, ' \ ,& A8 E N _ �� I I 1 )f 3 f'_ C � � r I � r -� �z- � -r � i &' \ PA B�LL4 �, ' \ ,& A8 E N _ �� I I 1 )f 3 f'_ C nna x J 1 �;-_� _ - _ DRAINAGE & UTILITY PLAN 2.7'!28 . SEC >. .. � °� 30,-f2FJ5-Fi27� / � �= � N1DS&M �Ea� ' Ho E � M C �LOWA1Dlq � � I _ -I T r i \1 - 4 -.{fqF � �I_. k �r-� �s C� �_ nl-�,, � - 40`0 _ I ; - _ _- _ a � i T � s tl_ II - � � � � � �I K _._ , _ . -, �+�s Iia-� _�, __ i i _ _ ��e — ,� ,. B L ry .. —,. r � :�_ _K— — __ 1 I &ACA � H — --�— r i f = � _ _ � • +�A ___._ '__ �._ \ _ _ __PG&E __ INSTALL 1” CONOU/T d � I C G. -.. --. ;. __ i FOR ]ELEPHCNE SERNCE � INSTALL 2' CONW/T � I 'i d �� I3 � ... ___ ._—. _. _ _ _ T4 �,5 (30'NIN. COYFR) O-OO--f3D`%/lN.-COVERj. __1-__ \ _-- ..____ _.._-..___. _.._ .. _ ANO X62 AWG � -. __.. .% _. z-- _ -_ o CONDUCTOR � �� _. M1 ;SOL CACLflWAYC RT __ 0 _._ i =- S -. -- _- --o - -- o - __ - - - - ,. -RE _ ' : e rR �--- e _ _ __ o o —�-- , �l Y w�Rvs G o� I � \ Y � A I RELYJCA EO $Y OIT1 FR5 U T _7, f _ � NORTFIEASI' FRONTAGE R09D , CY1bN �, 205-R27r � � srALE " 20' i - / � � DRAINAGE & UTILLTY FLAN Z;7 _�I� ,,, a — _ � �_ ;� 5EF SHEET NbT46 ANO 4 FOR SPa�iL F - � � "- � s • ORA/N PROF/LES FOR ]Hl5 LOCATION � -- `– 1� � _ " � + �— _ = i – � ��_. _� , – �- - -�� - � � -- t, b � �� —�- i _ FIs I � � ;-{ ., _I-��-- I��-�-�� ,��___ � _`��;�� `�-� Y �- �-� , z /' ` `i 5ECYlON 30 T�9� 'L7. - ' N1PJS2,N1 m� � � �`� °° __ �� PG&F _ r, � � \ � II ,_ 4 � VIII L � �� —s_ c` _ � III PAd BELc i i __ � � PswF _ „ �� \� 1 _ P� C<BLE N x � �- a- � _ � Y _ / � T {r_ �I I � _ � � _ � - - �I s � hM° � I { 3' II I ) _- l �IYk _� I {I J - �/� f� i4 PAC ,gE L• ---. U ` �•. II II'i � �'� Ee CaBt��TW- i� Go.w� - _ III i� � - � \. _ 111"."'""" ' 0 � 1'. I r :.. �� _ �W — — — --W-- _ � - ___W _- _ _ —�--(V _— � I C� �_ °L �—r— 15 -.._ � _ _- ._ __ C. -_—�C __ - - a � _ GALLOWAY DRNE r g'� - c - c — �9 � e �� { __ a = c - _ _ �� -_ �. 'i - ` � c -- o ` � -r �� ° � _— r �- � �° _ � t ycLL � 3 �� _ _ � � - � , _- - 4-_ •. 0 i _— - _ _ i —� — i �'-'r 1 = - - A — _— � _ — e � O F i r" I- �rG&F I �t �., r- a I / } __ �� LII � ,. J 1 b Q I r 2 _ ;- ' ° --- PCLES TO BE RE�O�A %ED G- ' iI r', NORTHEAST FRONTAGE ROAD � 3 " T"� I�In I SCALE ➢' 20 . SrC tJOnI 20, 7295-R�7E _ % DRAINAGE & UTILITY PLAN 2�7 �?8 i �h comsmucr ase cF of - CIIAIN LINK FENCE (TYPE CL -6 SLATTED 4NTH CONCRETE CUR6J / / / / la' RCP Q B tl 384L�T. I < - -�; .- a ,, 32' RT Ch�G � � r �rvc � ^� n � H� �/ma ea I f i A�� scntE 1"=20' �,I�� A„ 8 a � a � �,ma � 3 s � aH/, / �.JI� 9 ��GL�' 4�ryG -�� a y0. , - n _, _ �'r"r .. CONSTRUCT DISCHARGE STRUCTURE SEE THIS FOR DETAIL WARP SLOPE TO MATCH STRUCTURE AS DIRECTED BY THE ENGINEER (rM, 3 LOCATIONS) L SUMP FLOOR ELE✓ATlON=3]0.35 RETENTION CAPAC/TY=A]6 ALRE FEET ExcA n naN = a15� cr EMBANKMENT = 140 CY 1B" CONSTRUCT OISCYARG� STRUC NRE. SEE TH/` SHEET FOR UE JAl'.. "5/OEWALK zr 2: 1 GA/£WeG T —� >_ s�� e a� 4/ II J � �. �� DISCHARGE STRUCTURE 1 PACE 025" A.'(.' (MISCELLANEOUS AREA) 0✓ER 050 OC COMPACTED TO 95.5 RELATI ✓E COMPACPON ' Gf i /W CT£ CU e� - �° � H � " '` IOEWAC � ~�� _ ros ��_ �9 � =�M Ftp RB /��, FN .��, pRIVE lB"RCP - SECoIGN B -B .i CALLOf%AY . �x4J54 # a ... t t s ; ay ^°` � COUNTY OF KERN sN SIJ�P DETA/LS ,. . -�-�-Ea e� „e�,� ( ROADS DEPARTMENT Mme`„ ,, cArzowar DnivE uNDsnnAss ®BN.SF.RAlL1IAY, PGG N0. 2-B92. BB ��t ; � tawPcuia r�rnysuuv ov.: v Mnu to vuxs p � 2 �. .re a sT ,o � BAKERSFlEID, CAl1FOftNIA � � .. or Rl ' of .a o� x..J a _. _ _ I ___ __ � _ _ - _ � ! - I ry� � .� i+h Sp 19 As 14 6 DIP- lY,� C U+IIItY.? ' �CL 6 Gate 35 SA APDI`� N� I 20'lon9 t3 � ��. � EP I II b k + � pip h 9 � by ptl D � ��IS P PI 9.F . m \ 1 LAN Datalls No.2 P CL -.6 Fenca (enclosure)-� ufaciurar �, ,- SCALE: I` 10' _ - ((JJ �� / p �. �_ 2•Sc \.ly PLAN / � GOaI SCALE. I' 4/ _ Acccesa\ 6'ChodH EI 38q 00 �-� w Y � IE 381.00 6' PIu9 � 0 4 =+ of � : o� Nd hrk 9i pui ,; E fi Ice 5Ccbl. et / �6'. a Valva Bo�- / S pP _ � a 6 Fence lenplg oral �+°��, �I wPx for pomp � �'I. I - LP I nay power caDlesf rR I Ih:E Elev 384.00 _ 150 watt 119ht o I 2"PVC Elev 381.00 � �WP%t21tr � ApPIY 2 t ^50 � t 1 °a IE 319.00 bit tI (IS mWll ontrol Wir.' Lina I to outsido o{ et � \.'—Anchor' di5 Elev 362.39_ Elev 362.39 wellF ill helghi) Wpa to -4Q —\ EIe�.363.50 \ � PRmp Ilftln9 - 11@ 15 (Y1 /� /S+a 39]+31.00 _; chain - 2 �G I arl, Pipe Entl Plug G itl ails 363.00 High _Water AI m _ � (2 psr' pum 94 L F.*, 66' RCP Class )Q 'r8 L F,a, 66' RCP Class 1Y 6ho� F Dricatetl �' 96 RCP Men - B {� � c 7—L19 Id I vel 50.005 'S=0.005 Elev 351.50 Fitting �--� controls -. .�\ LE 354.00 � _ 6'DI PIPe ; `. Caltrans -1 r TYPe CT4 �_I.E. P5.63 I.E. 353.50 ISE. 3P8563 A L.F.t. 24'RCPJ � �E. 353.22 \ '� �—Power cabl CLASS 8 -.. L prainage - Inlet ITYPI - - \ � I.E 353.22 RECTION 8-B _ - . SCALE: 1:=ro' _ � 24 RC �. 352 00 L ry T AI Elev 35 S 12 EW,EF- 1t 1112 I ofi G 2 A99re9 + 3ase Material ComD9cted to 95/. Relative �_ C P ti � 3'olr _ - C P + 12 min f N tl Material . SECTION A -A \ �5009P :+0 95/. Relative Compaction- / SCALE I' q' S b erslDle �� < (Submersible Leve{Transducar_ / 'Pumps 11/HPf �� EI 352.50 ,_ - - ; -' 6 P d with st t I s Steei / Electric Power read (Excluding start p cu anti= 2 x i.5 H.P.X O.P45i - IY.2 ttw Cabl 1 -- , rr � � � � 7- ' 2. � Z�f � PUMPING PLANT DETA/L8 NO. 1"` e � � w� cnuNTr of kERN , �� ROADS DEPARTMENT caccowar-nN7vEUNnENPasa ---��i�)� �� , �•. � � \"`' enrcERSF Ego cALI Fo`,N n 0 E.NBF HAfL WAY "+ q � E�,�2 q/ PUC`,NO Z aD3.pB ro ao n.». o .. I a . �... o.r ze o ., ,,. I -- �� Plate` 6'%5/ 6'%D 6 � �' g It eld heod to Dlate }I� —; ugM1t. D +Y F me & 10;_4, � B' 6' /j ? � 1�r � d _T' 6 G N r h Model I1� - - '1 e 1 gL; R6661 BP q al 12'%24'..1 � 6 6 +� � � - - � ' a op r;ing wl+n 2,.6' I I/,' 2 6•i_3 0• z' -D• a � 2 � � gn �o,r,a le =, � ol` I \� \Sle , Iengtb 3' Lock Sarawe. �... f zI JJ// R d �N � _ I { 01 7h'� d ends�� q J t =�. Threod length 41/'t � / _ x o ' \ � L ` 2 ^9 h P Itypl � � ' \ 1 of �'gROd � } AI -I A ces D r � � /�' - 1 �"{,/ ELEVATION 9 '°Ir o _ _ �- + �1 ��$�Flanges 36 %52 C r Op I g SECTION P T pe ODSC p plex. / � �� 6• DIP � Loatl ng 150 Do ntls per '4 ¢ 12' EW, EF 11j' EAST END PLUG cpuara 4opt � � PLAN \\/ Pre Id d %"board {.. / -o� � PmENANDER DFTAu END PLUG DETAIL SCALE: III/z =1' SCALE: I' 3 T .� � ; 6. � USE ALHAMBRA , �_ � _ 4 bars D 12' FOUNBRY A-1490 �nq '� 12 all arountl FRAME AND COVER ' OR APPROVED EQUAL � MNOR CONCRETE SECTION A A % �� y PAD (SIX SACKSI - INSERT 6'DIP -F-r �, - ASRDIRECIE�LE L__ LID DETAIL BT' ENGINEER- �� PRECASt REINFORCED ' _\\5 C � CONCRETE-GRApING RING ' SCALE: I'=3' - .PRECAST REINFORCED CONCRETE ECCENTRIC CONE F t'\ � FIVE STAR) STANDARD PRECAST SECTION (SHAFT) I � � EPO%Y GROUT _ - `3. 0" CONCRETE COLLAR I OR.EOUAL R 9'MIN � -MINOR CONCRETE � �� 3' MIN � ,2 ^4 ALL - 18' RCP � _ � S PAO (SI% SACKS) AROUNp �i - 0.0} MORTAR 8'(TYP) , I r,' '.�.- _� CAST IRON NANXOLEFNAMF'AND COVER, `} �. I -� 's MANHOLE NOTES: - •9 BARS e 12'O. C. I. ALL CONCRETE t0 BE MINOR CONCRETE. 'y 2. LOCATION OF FRAME AND COVER TO BE ELEVATION DETERMINED DT THE ENGINEER. � a: '' o$ '3. ALL REINFORCEMENT FOR SURFACES IN �' o CONTACT W4TN THE GRODND6NALL BE -_ '._, � a, - - PROTECTED-wqH NOT tEss THAN roF _:, STANDARD 'PNEOAST MANHOLE INSTALLATION ,'.. � ,;I i. $H� CONCRETE. ""-N0 SCALE ' y.$ -4.WORDING ON.MANHOLE COVERiO READ �y 'STORM DRAIN'. � <. �. - � . ' �' .7 1?g: € a �. s 1 �' k _ 9 � ; W�$ � � � ,�� cGunTY o E N , , a POMP/NO PLANT DETA/LS NO. Y CALLOWAYOR/YE UNDERPASS S � ' ROADS pEPARTMENT � � •'€ . �� /�'-�� "�— �O B.N.B F'RA%LIdAY,. I e] t � �� i—>o av �� BAKERSF, Etp L FORM n` PUC NO 1- d 'F gj t „. - __. _ . _ d 2 dB — I� r n .. — _____ __ --� _ , � . . � .. � — ., .i � : I � ,. F _ .�,� p� - - --- - - - - -- I .. � .: __ Type III 8 fM gifl di5 VI Cbl T � �' ��Red Warnlri9 L19ht P State t C Ilt la Std 0 g ES 20 ($h wn lih D R mo )SI f „�"� -Cobinet W+ S It C I{I N Mf Ter, N Clrcul4 Br akar LOpd{IOn wlll vary. ---- L3 TrOnstormer MOIn Clrcult Breaker �� PumV CI It B k 3� r - with provtslon for Lock OFF , e ,..f, CBIgOA � C82 Control ' CO Duplex fteaeptaole k( Starter T T T MI T T TM2 � .' ; J LI L2 OL � � �OL `� � L PG&E Mater O L3 L4 I r r LS L6 __ A Lomat c T ansduc Spare 3 10 — _ Telepnone Relay Panel --+�� TelepM10 0 `1/yPL/\q) Low Alarm p a er & Rel0y �./ Pum>. Con+r of Panel . i��zHP Tlf ryp. G G +or t - Pump Pump AON OL OL OL � R p+ cl© "Moto Motor M HHF— Pump M t 'St tar Nc.l No. I No.2 Alarm � Elaps d TI M ter �� y �- r \ V "�L � Transducer 0 � ��— � �� `L F nda*Ion Per State of Collfor0'a RelOY Ponel AOH OHHH— Pump Motor Starter No. 2 � �= V '= O _o • L} '. Sid Dwg ES -2D Alternator Elapsod Tlmo Moier SERVICE CAEINET:ARRANDEMENT - AIarH No Scale ' R 100. Watt IncadescenT Iftedl R d W rning LlghT Low.& ". ` S b r Ible � Service CObinat —.Hlgh W ter Alarm Leve Transducer J� ,. - PUMP CONTROL �---- �S_ I LI ' rrlgatlon Controller IFutUrel ' I LZ I ' I •Sump Light, Receptacle.& Pole L19ht I I L3 I—aRaceptacle & Blowor i LEGEND _ I ., 6-204 I P CBS I ^., _. - SYMBOL DESCRIPTION I L5. 6 SDares I +. 'I - .:� AOH AUTO -Off -Hand s� CB, Clrcult. Breaker I I 'ate weripaB � i I HI— C t N molly Open SL Street L19ht - I ". ` -� Contact; Normally Closed I L4 1 A t !id Telephone �� WP Weather Proof I I Dlelor & Ne ay J ctlon 8 1 $Ump. �� cwrenT Responsroe semen+ - - I cl s.,pl z c oup,p, 1 � `. WP Male Ca T to - q !2 2'C' wlth Cand It 5 ITypic I ' � _Ground Meet County Requlremants � � r& T sduoar Cable Ot Junctl Box markod 1 _. L � WPX -iC�}- Fuse }I`gll f - 51 91 Pole Swltph 9+15 1 - { I r"i B 3 12 2' C.. J I I --P p C t ^P alto —�— oouble Pole Swlth IOOA 3P I b I I C t Ized T/HP 125A 3P MOInCB �� .EI i I IC. b}r. T(Hp' t ' � �(.. Pnp+ ugnr I I ;s DI g Tnls sneer � ;: ; o pump ' e Repeprnple ConnepTlon - i �. I IDDA 3P DT M'nual c bl fq E� �' nd leakage Ft < > . PG&E M ter — J O 1 i ansfer Swlich peDsors �4 J _ �: Grountl Rotl/COMecTlon I I a. I a7 ' 6, � - U.G. Servtce'2'Cf � � � �. I � � � s , 88� _ ____ __ __ _ _ 1 •,. � ' U G Te ephono � � ,Ground ftOtl ;sbk � � Servloe ELECTRICAL LINE DIAORAN '-� �' s �..o, ��^°"°� � °�� °�., - ouNTv o kERN ., ,� PUMP/NO PLANT DETAILS NO 9 ' �—��' �"L1 �� • CALLOWAY,OR/YE UNOEAPASB � �� \ it ! �'ROADS:,4EPARTMENT a w �� c 9 °� e.ti.'s P AAp,jVa r � ea 1 E = e44 ��./ .aa.-�� BRKERSF IfLD CALI DRMAc PUC HO Z-SSY�SB S P i o Bf �d 1, Lac a+lon --EI ti n _ 0 tlil s i €g i I i �_ 1, Lac a+lon --EI ti n _ 0 tlil s i €g i I o� 1, Lac a+lon --EI ti n _ 0 tlil s €g t o� Bea # LNE N0. .DESCRIPTION @:.a I � CALL OW AY DRIVE '2 PALM AVENUE EXTENSION - 3 � �.SLIKKER DRIVE �� _1 �� GALLOWAY GOURT I l f2 NW & NEFRONTAGE ROADS F C L -T Remarks LGut+er mown t�Wl+noir deprasslo n) xdtor surficceat•rgtentlDn Dgsin 318.00 gths h D d d up tg'the 2'.inoramant for .pay p� poses. I"" z aLL�f.�«� (I Lac a+lon --EI ti n _ 0 tlil s t # LNE N0. .DESCRIPTION I � CALL OW AY DRIVE '2 PALM AVENUE EXTENSION - 3 � �.SLIKKER DRIVE _1 �� GALLOWAY GOURT l f2 NW & NEFRONTAGE ROADS Remarks _ c n � I � o � M o �•7 .��2�= =I, LF EA EA LF Lf EA CY CY ' 95 PI 1 315.05 .0991 310.71 44 95' I f 389+3049.0 LT 319.78 6.32 � � { _ SEE SHEETNO.TI FOR DETAILS 95 I P2 315.31 '.002 37515 I � IID _ 45 ! Z ' I 389+75.1 99.0 RT 319.81 6.09 SEF SHEET NO. TI FOR DETAILS 45 1 P3 376.05 1 .OD2 315.gi 294 46 3 9 5+58.25 58.0 LT 380.40', 6.02 I � SEE SHEET N0. T1. FOR DETAILS ' 96 P4 1319.00 .0068 316.15 � 922 46 4 1 I 384.00 S.GO � I SEE SHEET N0: ET FOR DETAILS -4.553 � 4T 5 I 391+31 49.p LT 36239 8.39 �. 1 STORAGE PIPE .- 4T PS 355.85 1355.63 � i2 ' .003 _. _ _-__ 41 6 I i 398+06.1 49.0 LT 360.95 5.10 1.553 - WITH TRASH RACK _ 41 P6 356.00 .003 355.95 � - - - _. __ ;. -_,_ 18_.- _ 94 i I 398+26 4.89 - � 99.0 LT 360.891 1.513 W TH TRASH RACK 356.10 I 99: 91 PT- {--� 351.59 .0153 1.549 WiTHTRASH RACK 9T 8 1 I 399+21 ii�49.0 Li 362.92 4.80 �_ ti _ � _-. _. _- T. _ ..: T 41 � I 391+31 49.0 RT 362.39 0.89 4.034 STORAGE PIPE I_ _- -' � - _ - 4i P8 '� �3 5.05 .0031 355.63 l0 41 10 I 390+06.1 q9.0 AT 360.95 5.10 1.553 - .WITH TRASH RACK 4i P9 356.00 '...003 355.95 � IB 47 II I 398+261gg,pRi 760.89 � 4.89 1,� 53 WITH TRASN RACK -� _ -- - - � - 9i PIO 351.54 .01ST 356.10 92 � ' � � 9i 12 1 I � ,99+21.13;99.0 AT 362.42 9.88 -�-�� 11.599 . WITH TRASH RACK. ` ". _.. - -� � 4i 1 13 �. I 398+05.1 72.0 Li 368.66 2.00 I AT SIOEWAIK GNTTER � _ -� - 41 'PII 366.66 0.47_±'356 54 � 24 I _- aT SIDEWALKGt1TTER 4i 19 I �399+22.ii 12.0 LT 310.12 2.00 q1 PI2 36812 o.4Tk 358.09 1 � 24 � _ -�� -� 41 5 'I 398+05.1 12.0 RT 368.66{ 2.00 I AT SIDEWALK GDTTER �� -- .'� 41 PI3 1 366.66. 0.411 356.54 I 24 399+221312.0 AT 31012 I AT SIDEWAI K -GUTTER 9T 16 ..2.00' _� � 91� P19 368.12 0.91k 350.04 24 i I + It y T t _ __ -:SEE SHEET N0, it FOR DETAILS ' 90 1+26.0} 24.12 AT 716.50 5.01 1 50 {'IS 313.00 '.002 312.56 264 LGut+er mown t�Wl+noir deprasslo n) xdtor surficceat•rgtentlDn Dgsin 318.00 gths h D d d up tg'the 2'.inoramant for .pay p� poses. I"" z aLL�f.�«� (I t # LNE N0. .DESCRIPTION I � CALL OW AY DRIVE '2 PALM AVENUE EXTENSION - 3 � �.SLIKKER DRIVE 4 � GALLOWAY GOURT l f2 NW & NEFRONTAGE ROADS M 4 �•7 .��2�= =I, ' BTORN Up�INR .. Location - EII vatlon _ Ouantltles — -- r _ t r — - -- - - r,— ♦ LINE NO. DESCRIPTION � GALLOWAY DRIVE 2 � PALM AVENUE E%TFNSION 3 � SLIKKER pRIVE 9 FL GALLOWAY COURT '] fL NW & NE FRONTAGE ROApS FemerHs I , _ I- 1 ° i- � � o N ca � .n. o s o � � J m� mss.. _ ' BTORN Up�INR Location EII vatlon _ Ouantltles t r ♦ LINE NO. DESCRIPTION � GALLOWAY DRIVE 2 � PALM AVENUE E%TFNSION 3 � SLIKKER pRIVE 9 FL GALLOWAY COURT '] fL NW & NE FRONTAGE ROApS FemerHs I , _ I- ° i- � E o N ca � .n. o s o � � J m� mss.. _ � � �� LF EA CY CY EA � EA LF 4 LF; P16 - 0499 3i0.i1 52 314.561 TB 52 18 PI] 2 69091 22 Ai 379.31 6.90 I 31966 I 7 � SEE SHEET NO.iI FOR pETAILS 52 314.15 -.002 46 52 19 2 6+48.91 R LT 319.37 X6.21 I SEE SHEET NO. TI FOR DETAILS - ,. ... _ .._.._ __ _.._ �... a � 53 PIB —�_ ' }13.02 ',. ,0916 310:11 - 36 _. �_— _ —_ 53 2C 3 'pa 0.21 9 20 LT 379.51 '�, 1.39 I I -_ SEE SHEEI'NO.iI FOR pCTAILS 53 PI9 3]3.92 .002 374.03 � - �� 54 — _._.:. 53 21 � 7.19 _...._ .._._.— .___� SEE SHEET NO. TI FOR DETAILS 3 0+90.21 25 RT 3?9.63 I SS 22 p20 3 319.&3 .002 314.13 352 53 4+44.4824 RT 380.47 7.23 j SEE SHEEN, N0. 11 FOR DETAILS 53 P21 _.. 3 315.04 .002 _.. 374.93 - ._. 54 53 23 4�29.56i 26 Li 300.39 .6.99 -_ I I I —__._ .SEE SHEET NO. iI FOR pETAILS -. '_ _— __ 41 U'.. 48 ' + DRAINS THROUGH BRIDGE WINGWALL i, Notes: .. 6 " 1. Normal FL Gutter .Shown (without tleDressionl Zpeslgn water sur{ace at Fetentlon �asln=3]8.00 � � � 3 Ppoe 1e t92�lneremenht for oPony ed up to the I d� '� 47_ ��. of LF c T FR a c Pnuv .w a ORA/NAGE TAEGE w �. e � ., COUNTY pF KERN �°"� azo � s. .. a .. ��,,'-'Ao, — .,i � , a. \a // . ,, P 7„� -.� ,. 'GALLOWAY."DR/YE:I/ DERPA88 " y/ -a p ' � �� a � �,� m `I i o �qg, I� � ROADS DEPARTMENT � R.Ns P "AAaiv.�r, � �I �o n t �� _.e. �,.,.... _ o.F app./:<i�zoee �A�> A.,E �� o�� _ pAkeRSFIE�p. eAu�oRNrA; eucrwo:z-ease _'ai'�� t r ♦ LINE NO. DESCRIPTION � GALLOWAY DRIVE 2 � PALM AVENUE E%TFNSION 3 � SLIKKER pRIVE 9 FL GALLOWAY COURT '] fL NW & NE FRONTAGE ROApS i, Notes: .. 6 " 1. Normal FL Gutter .Shown (without tleDressionl Zpeslgn water sur{ace at Fetentlon �asln=3]8.00 � � � 3 Ppoe 1e t92�lneremenht for oPony ed up to the I d� '� 47_ ��. of LF c T FR a c Pnuv .w a ORA/NAGE TAEGE w �. e � ., COUNTY pF KERN �°"� azo � s. .. a .. ��,,'-'Ao, — .,i � , a. \a // . ,, P 7„� -.� ,. 'GALLOWAY."DR/YE:I/ DERPA88 " y/ -a p ' � �� a � �,� m `I i o �qg, I� � ROADS DEPARTMENT � R.Ns P "AAaiv.�r, � �I �o n t �� _.e. �,.,.... _ o.F app./:<i�zoee �A�> A.,E �� o�� _ pAkeRSFIE�p. eAu�oRNrA; eucrwo:z-ease _'ai'�� 4 1of : A rY4 ® 1 r >i1° 4— G b e/e, s e detnl NOTES R=1/4 � this ,.he t ' � 1' All t h 11 b M C t Normal -� j 3 1/2" X 3>/1"._X 1/1" curb angle, 2 W 11 f' q��nof 9- p h. N B d th ,a Curb � length W 6" un PP t d length f // I/ 7 / W /l d g Floww/ine 1/Z" X 6" anchor erlh / 11 hul/b f d th �('-0 tr t IB t placad 1 1/2 Geor to r side dfd x unless otherwrse shown -AdNsting nuts fo be tightened 3 G lvanrzinq.. e Btondorp Spec fcolrons or ..pe 1 Povrsrons N nil se d place when angle 5 � 4 �s rnP P P srfian �7'� 4:SPP f b t h 11b tl p -h W d Depressed Flowllne� - 32 8 d h l/ b q lly p d t f fh ]" 3/tb 5. N9r t t s/ t d fh' d t th cur8 R=3.. ongl h Il b T b f d h d f f Oval �/ /e gth t t d 4 fh pp b It of l moy be. fad �cated �rorght 5 or less the curb angle I4 6 T - 6 h n H= R l ss and fh pp tep 1 1/R" fl hol h .length of oJl wills - ]. or /ess Wolls exceeding support bolt lr required either llmif Sholl have T = 8". r — la X lss =spentteal�q'� � CURB ANGLE DETA/L ' �e E f l me and en�, rube detem,neaa, h x hu e ne gneer Sm/e�� 1/?" = 1 B-�P cast a/tematim is apfiwol. See section 51-1.02 of Standorp:SPedflcatlons. i/v�ET DETA/L B - Nan trox frame and ro with two 3/4" x 3/4"-!tl sta/n/essystee% hex _ socket set screws, set opposite and Curb peeing / -11 _ � _ fished flush Ca ver and home mochinep See Oetall B - //q" per lot � 4. 1/1" ' (b Tt C fo hov d d trea0. B NO LOCA BON -.W ,¢4®6 I f CY CONC..RELEV OEPRESSE CURB OPENING PIPERELE✓A LION. INLET OU11t T CA[LOOWAY OMK _ — _ � 3 r — � ` -- - _ — � ) e � J 53> s- o IFN c a �" — -T __ � ,- 2 6 � —_ _J 0 f h flung d approxrmote e)ght 130 p. undo S to �). �� (ee Det l o Ir inforcrng r nil pipe R deJ, R Prpe Woll = x th kness / \ / �#4 T f 4 Ppe Flow/me �O� L� TYPE 'A" MINOR STRUCTURk' DATA , NO LOCA BON -.W p /{ CY CONC..RELEV OEPRESSE CURB OPENING PIPERELE✓A LION. INLET OU11t T CA[LOOWAY OMK 3 SO5 3 > !> ) > J 53> PA( 4E EXIEN ,- 2 6 3456 0 31A>5 srXeR awtr 6 4 J _ 3> 62 > > 031 ,1 3 3 e 9 61 1 >504 uowA calRr 6.05 ' W fROV AO£ ROA 6 l 893 3>633 T 21930 4 //1r T T Concrete quonLLy shown'. fur och shucture a FINAL PAV QUANTITY DETA/L A Q '� ,YQ ®6 No Bcole ' s. PLAN `SECTION A -A „ „ Sroe. ;- ,' G" TYPE A M/NOR STRUCTU,4E�'� XE y o.M � � COUNTY OF KERN DRAINAGE DETAILS p „er,�a,Z RQADS DEPARTMENT rA,conArDRrvE mvDERaAss / 9 AT D.N.S£ BAlLWAY, P(FCNO. 2 89268" ,0 00 �'� BAKERSFIEID, CALIFORNIA zz c� r,. ,' n ..uumknuowr,<unrrsowv vEoucco anus 0 1 2 3 ^" M✓E .. '.. orBlo. i 1 :: 1 i'. ... � , =e 6" a �� <� > 1/2" TYPE A 1-6 CURB SCALE' > =1� 2" S/DEWALK- R-1/2„ R-1/2" R=10" l2" S/DEWALK GUTTER No scALE N nmol curb h ght �— �� t 1 1/2" hz� e R=1/2" R=1"' TYPE A2-6 CURB SGALE' 1�=1� C.Y P r Lrn. Ft. -005903 �` r �-5�" 4-"-{ R 7/7�� irR �1 / � �4 LONCIIBB/NAL111/ l I/� BAR �'4 DOWEL SPACED 4" MlN LENGTH P" TYPE BS CURB rvo scALE 6 I 4�-6" � �6.. SSL pPE 1/4" PER fT `. a.� p D'a —. 4 °, 4 .. a D r CURBED S/DEWALK DETAIL scALe I"=t' Wnrp t f t 2 gutter d W t anfarm to� Yf depress/on gutta depress'on p esslon g A� Pr AF— gutter depresslon�dP t I. 9ft dP iiYy G n \I\� N jo t L 51ape break /rne / L A J A CUTTER DEPRESSION DETA/L (Hith. inlet in grade sa9J R 1/ Z � R �/, Wnry fa f t 2 gssran Pr 4 gutter depresslon�dP t I. 9ft dP D N B C h a � ii> . EP n e . valleYy. i - N f d° 1- FOR N90TH TRANS/TIONS �" ry4 LONG/TUB/NAL - /BAR F n �,,/z. 1_n �, �.-1 �, x � R=1/2' H l/2"Q j T 7Ji i 8d BBWEL sPAcca a' i - "MIN LENGTH 9" TYPE BS CURB TYPE B6 CURB MODIF/ED No scALE NoscaLE CAA Breakaway ]rye A /Face o{ ral -_ 1/ Curb Face Full Height C b �� Typ ZAI 6 /or AZn6GCvbb-�f�ype Al 6J�A2 6 Cui��ll Nerght Lurb 5 T tions 3] 6 Porabol U T sifran curb height . �� rb hei9nf CURB BREAKDOWN AT GUARORA/L DETAIL scALe NomE 6'-0" Minor structure - 3�-O" Normal gutter s/ gutter Ip u N rb d /_ecu Ile Sope break Narmal c Normal curb � line height -@ gn SECT/ON A—A M— {rmono. slop \ ✓ N,b l/ rn ssr Y /le y 5/ape break hne mol curb � n o'ght " �' — SECTION B—B E 5 / 3/4 1' O" a - - Scale: 3/4"" - l� O" BL-. Slope break line- CL N I rb ✓ s f/owlrne� III-- a a "a I � Sne e break GUTTER DEPRESSION DETA/L (vets inlet on grade) scale: s/B B - .SECT/ON C—C Seple 3/S".= l 0" 11 w,r COUNTY OF %ERN CONSTRUCTION DIsTAlLS ��'.E� � ROADS ..DEPARTMENT wN cA1coAArDRTV6UNDERPAss �3`0 e.e_° .ems � A / 9 AT B.N.SF RULWAY, PUC NO. 2 892.68 ;. —' � ""��` � BAKERSFIELD, CALIFORNIA ��"°' t r81 . , r ,; I ,. � Wnry fa f t 2 gssran Pr gutter depresslon�dP t I. 9ft dP D N B C h EP n . valleYy. i - N f {rmono. slop \ ✓ N,b l/ rn ssr Y /le y 5/ape break hne mol curb � n o'ght " �' — SECTION B—B E 5 / 3/4 1' O" a - - Scale: 3/4"" - l� O" BL-. Slope break line- CL N I rb ✓ s f/owlrne� III-- a a "a I � Sne e break GUTTER DEPRESSION DETA/L (vets inlet on grade) scale: s/B B - .SECT/ON C—C Seple 3/S".= l 0" 11 w,r COUNTY OF %ERN CONSTRUCTION DIsTAlLS ��'.E� � ROADS ..DEPARTMENT wN cA1coAArDRTV6UNDERPAss �3`0 e.e_° .ems � A / 9 AT B.N.SF RULWAY, PUC NO. 2 892.68 ;. —' � ""��` � BAKERSFIELD, CALIFORNIA ��"°' t r81 . , r ,; I ,. a - - Scale: 3/4"" - l� O" BL-. Slope break line- CL N I rb ✓ s f/owlrne� III-- a a "a I � Sne e break GUTTER DEPRESSION DETA/L (vets inlet on grade) scale: s/B B - .SECT/ON C—C Seple 3/S".= l 0" 11 w,r COUNTY OF %ERN CONSTRUCTION DIsTAlLS ��'.E� � ROADS ..DEPARTMENT wN cA1coAArDRTV6UNDERPAss �3`0 e.e_° .ems � A / 9 AT B.N.SF RULWAY, PUC NO. 2 892.68 ;. —' � ""��` � BAKERSFIELD, CALIFORNIA ��"°' t r81 . , r ,; I ,. III I% � rmE Arb cues III 1'1r I - I I �I � PART OF CURB RETURN TO BE CONSTRUCTED CURB RETURN TO BE PART �� yyyyyy �- AS PART OF CROSS GUTTER. CURB FACE TO 3� � BE CONSTRUCTED AS DIRECTED BY rHE ENGYNEER GF cwoss COTTER _ �P �� WEAKENED PLANE ✓O/NT ✓� B � 4UEAKENEO PLANE JOINT FILLER) IS REOU/RFD AT ALL BCR's, ECR's, AND JOINTS, EXCEPT AT WEAKENED PLANE JOINTS OR CONSIRUCnON JOINTS 2 WFAKFNED PLANE JOINTS SHALL CONFORM TO ]HE PRDIlS/ONS /N SECTION ]3-1.05 OF THE STANBARO SPECIF/CAT/ONS WITH THE EXCEPTION. THAT ALL WEAKENED PLANE JOINTS SHALL BE SCORED A MINIMUM DEPTH OF 1 1/2" ANO SHALL BE CONSTRUC>EO AT THE LOCA nONS SHOWN ON THE PLANS �� C J' 91/2" TOP OF RAMP r W �/(ROUNDED) FL_ _ Jf4' PER Fr (z oa39J f1 - � f 833%MAX 4"� �F `519EW LK\ p2 6 CURB .SECT/ON E—E WEAKENED SCALE. 1"=T' \9. \' PLANE JOINT � SE�. // /\\/� A2-6 CURB--� / /� SEE NOTE NO 1 - � \ (TWICAL)� WEAKENED -- 5., � � PLANE .IONVT - �� r� �� O `��\d ecR �� CURB RAMP —CASE A SCALE.1"=5' CONCRETE CROSS DRA/NS STREET PLAN "CY SL/KKER ORIYE 9+8860 T>.T28 � K GRADE— 2" 4444 �/2 2+22.76 15361 GLENN S]REET 2+]4.15 Z� r— 403421 I �=l9EWA ,� A I _- NE A NOTES SECT/ON A—A GRODNNG SECT/ON B—B 2 C36 CONCRETE CROSS GRAIN DETA/L CONSTRUCT ON E RADIUS PLANE. JOINT No scALE detail � ximotely FOR RAMPS AT HARVEY CT. CURB NOTES See4 B NE - i. EXPANSION JOINT MAIF/t/gL (1% "PREMULdEd JOINT _-�_ - FILLER) IS REOU/RFD AT ALL BCR's, ECR's, AND JOINTS, EXCEPT AT WEAKENED PLANE JOINTS OR CONSIRUCnON JOINTS 2 WFAKFNED PLANE JOINTS SHALL CONFORM TO ]HE PRDIlS/ONS /N SECTION ]3-1.05 OF THE STANBARO SPECIF/CAT/ONS WITH THE EXCEPTION. THAT ALL WEAKENED PLANE JOINTS SHALL BE SCORED A MINIMUM DEPTH OF 1 1/2" ANO SHALL BE CONSTRUC>EO AT THE LOCA nONS SHOWN ON THE PLANS �� C J' 91/2" TOP OF RAMP r W �/(ROUNDED) FL_ _ Jf4' PER Fr (z oa39J f1 - � f 833%MAX 4"� �F `519EW LK\ p2 6 CURB .SECT/ON E—E WEAKENED SCALE. 1"=T' \9. \' PLANE JOINT � SE�. // /\\/� A2-6 CURB--� / /� SEE NOTE NO 1 - � \ (TWICAL)� WEAKENED -- 5., � � PLANE .IONVT - �� r� �� O `��\d ecR �� CURB RAMP —CASE A SCALE.1"=5' CONCRETE CROSS DRA/NS STREET STAT/ON "CY SL/KKER ORIYE 9+8860 T>.T28 ART S]REET /0+5023 4444 ENCER STREET 2+22.76 15361 GLENN S]REET 2+]4.15 21.435 3 COLO OR CONSTRUC nON JOINTS, lF DFIFRMIN£D FINAL PAY OUANnTY NECESSARY BY n/E CNGINEER, MAY BE CONSTRUCTED AT WEAKENED PLANT JOINT LOCA nONS. (.UF CI TRANsmoN /z =L SIDEWALK ;UT1ER LOCATION RETURN RETAINING CURB CY" GALLOWAY OR. O HARVEY CT Eel I B SEE NOT£ N0. 1 .(TYP/CALi (vALRiEeJ B O I _ GALLOWAY OR. ®SLIKKER DR. _ A r— 403421 I �=l9EWA ,� A 2056 _- NE A NOTES 2581" GRODNNG DETAIL 2 C36 �'i WEAKENED � � 12 fi � CONSTRUCT ON E RADIUS PLANE. JOINT E detail � ximotely FOR RAMPS AT HARVEY CT. CURB RAMP -CASE See4 B NE 29 2304 _-�_ - A 1.919 SLIKKER OR. ®ART ST _.-_..-_ SW A �.. 1.918 NW A - 1919_ _ ART ST ®LANIXEY R0. - ��--_ - � D A LJJ> SE A 1 2 O.BB6 PLAN SW. A 1. ]]> TRANsmoN /z =L SIDEWALK ;UT1ER W/A/JCHOREL ANGLE --'- � WRE 3"AOPENING % aoWL/NE s" 6" r/2 DowEL SECDON C—C DRA/N THROUGH SIDEWALK DETA/L No scarf LOCATION RETURN RETAINING CURB CY" GALLOWAY OR. O HARVEY CT Eel I B SEE NOT£ N0. 1 .(TYP/CALi 60�' �l� WALK, I _ GALLOWAY OR. ®SLIKKER DR. _ A 1919 403421 I �=l9EWA ,� A 2056 _- NE A NOTES 2581" GRODNNG DETAIL 2 C36 �'i WEAKENED � � 12 fi � CONSTRUCT ON E RADIUS PLANE. JOINT E detail � ximotely FOR RAMPS AT HARVEY CT. CURB RAMP -CASE See4 B NE A 2304 _-�_ W/A/JCHOREL ANGLE --'- � WRE 3"AOPENING % aoWL/NE s" 6" r/2 DowEL SECDON C—C DRA/N THROUGH SIDEWALK DETA/L No scarf (�rcA) No � I � 1-.cual3NrNc h� �vaFwAuc� I A - ;'NrTER WEAKENED EJ PLANE JOINT CURB RAMP CASE B (MOD/F/£D) LOCATION RETURN CASE CY" GALLOWAY OR. O HARVEY CT i B 1.261 60�' Nw B (�rcA) No � I � 1-.cual3NrNc h� �vaFwAuc� I A - ;'NrTER WEAKENED EJ PLANE JOINT CURB RAMP CASE B (MOD/F/£D) CURB RAMPS LOCATION RETURN CASE CY" GALLOWAY OR. O HARVEY CT SW B 1.261 60�' Nw B Lz6/ _ GALLOWAY OR. ®SLIKKER DR. SW ,__ A 1919 403421 NW A 2056 _- NE A NOTES 2581" GRODNNG DETAIL 2 C36 �'i �1. ])h�e ramp sshop ho 12 fi � b d r with Nt Groav/ng detail � ximotely 3/4 M o. B See4 NE A 2304 _-�_ CURB RAMPS LOCATION RETURN CASE CY" GALLOWAY OR. O HARVEY CT SW B 1.261 60�' Nw B Lz6/ _ GALLOWAY OR. ®SLIKKER DR. SW ,__ A 1919 403421 NW A 2056 _- NE A 1919 2581" SE A 2 C36 PALM AYE EXT ®BHELLABARGER RO NW A 1.919 ^�2=�42- Nt A 1.919 PALM AYE EXT. ®SLIKKER OR_ _ SW B J.3J3 NE A 2304 _-�_ SE A 1.919 SLIKKER OR. ®ART ST _.-_..-_ SW A �.. 1.918 NW A - 1919_ _ ART ST ®LANIXEY R0. - ��--_ - � �__ SW_ A LJJ> SE A 1 2 O.BB6 NW FRONTAGE RD ®ENGER Sl SW. A 1. ]]> _ _ __ _NW A 1. ]J1 NW FRONTAGE RD. ®GLENN ST. SW A 1.919 _ NE - B(MOO J 1.0.37 NE FRONTAGE R0. A GLENN ST. Nw. B M00 1.03) NE. A 2>Bv _-_ _ TOTAL 3]852 Hca - *FINAL PAY OUANnTY 3• 6" RFTA/NING 1/4" PER FT � CURB . 4" �TO": sEcnoN E E CURB RAMP -CASE A R � X y., Z- 30' 48'4106 4.15' 60�' 2009 35' ' 44'1]28 5.53' 633'. 22/5' 40' 403421 628" 653 2402'. 45' 38i1'4D" ]00' 669 2581" r - EDA CONSTRUCTION DETAILS �'°` 'wr,� CWNtt OF KERN 5 / 7 �`� " ROADS DEPARTMENT aeTTORaYD6rvE UvvsnPAss o 6�`No-^` ^�2=�42- T /s AT BN5F RALLAAY, PUC C✓0. 2-892 BB �4'a BAKERSh1Et0. CAIJfORNIA _ i� �o or81 S E m �-I �J WEAKENED STRAIGHT � WO STRAIGHT �-AKENEO '. EL � PLANE AJUI>� GRADE �� GRADE o, NE ✓0/NT- � --1 4" PER FT A ., 6"J SECTION .A—A �. -Az-s cuRe._. SCALE i'=4' I ro PLAN sEcnoN e -a SCALE 1•_4.. SCALE' 1"-2" TYPE A OR/VE APPROACH N1 TYPE C DR/VE APPROACH �T Lc. As sHawN BECAON C—C Plarn co acted l]l or g ode to Match bock of dnve approach or t: P. where onfirm as dlreofed dy Ide Engineor na drive approach is fa be const ated. ___ _ _____ Canstrucf roadway surfac/ng. Existing drYveway See Typiml Sections. `rJ Constract standard concrete grade drive vpproarh TYP/CAL EARTH OR/VEWAY T/E-/N NO SCALE So t nd matdr �E tng paved d way __ ___-__ __ - _-_---- Remove dig dr/reway ' s direct d , Constract roadway surfacingf �-� — — — — — — See I�prco/ Suctions. O Construct standard co trete Cpnsbacf drlvewoy tree of Simi/ar drive P➢roarJ� maferiol (033" mnc:, 020' AC) TYP/CAL PAVED DRIVEWAY T/E-lN N07ES NO SCALE ' OI ORl ✓E APPROACHES ARE TIPEA UNLESS OTHERN95E LA8ELE0 ON PLANS - O2 CONCRF]E DRIVEWAYS W/Rf CONCRETE CURBING ALONG THE SIDES INCL UpE CURBING IN .THE OUAN7ITY MATCH 1HE HE/DHT ANH NNOTH OF ]HE EXlST1NG CURB of �.o�.L.—. � O3 PRl ✓E PPROACHES /NSIOE GN LIMITS ARE 55 FT WIDE. �� .�,.y "➢� DRIVEWAY UST STAT/ON L/R ' ADDRESS ©OR/VE APPROACHES - CONCRETE OR/VEWAY T1E-/NS+ SAW CUT EARTH ,. OR/VEWq YS �. 'IY (FT.J "C. Y. 'L" (FT.J 14' (FT.) 'L: Y. LF, i � (FT.) 'Y4^ (FT) GALLOWAY OR/YF 3 68s]> L 1401 24 � 3056 13 /850 2939 1850 _ >3 l5 3 69+JO L 1401 >6 � 2241 eP AS O'.RF. f, JFO 3)]I+05 R N A 12 i.B33 __ BAKERSFlEtD, CALIFORNIA a AS P/RECTEO 3 ]1+45 R N A 12 J.833 orUl ABOIRCCTEP 3 ]2+94 R: N A I9 2546 I AS: D,'RECTET. 3 ]3+8]]O R 1430 34 40]4 2_0_28 >6 4/54 20 15 " 381+84.63 R 1500 8 J.296 20 �14 '382+0338 R 1500 1J5 21%6 2030 20 4962 _ 382+65.36 L. 1531 13 1. ]59_ 6.20 13 0985 13 383+04 R 1536 Jl 2130 _ SEE PLANS 4.]_04 21 _ 383+50 50 R 1536 16 2 031 SCE PLANS 2 690 14 50 X383+B],BS R '1536 13 1.159 1293 12.50 1.9]5 1250 384+13 R J600 20 240] 1554 20 3]99 __ 385+96.50 R I60O 16 203J 5 1550 094] 1550 388+95 R 1]20 20 240] 38 " 390+OS R 1)20 20 2 40J 62 _20-29 _ 20-3> 390+76 R - 1]30 _ __ 20 24PJ _ ]9 20 -FO 406+14 R SCHOOL 30 A.0 BR/✓E WAY -SEE PLANS 409+66.50 R SCHOOL 24 _3333 34)2 __ SNELLABAR[YR ROAD - .. >+38 L I5JI GALLOWAY ORIV£ 14' 1.852 lA 14_ 1+58 L 1531 GALLOWAY DRIK '14 1.852 _ 4.5 14 PALN AVENUE EXIENS/OV 6+]645 R SVMP 2P 240] AC PAP -SEE SUMP OETA/CS 6+84.30 L N A 14 1852 AS 0/RECTEG _ 10+21.41 R N A >5 1-944 BASE -SEE PLANS SY/KKER OR/Y£ �5+31 R 1654 GALLOWAY DRIVE 20 2401 l0 2P_ 6+1813 L 1]IP GALLOWAY PRIVf 20 2401 ___ 10 - 20 ]+4G R 1654 GALLOWAY ORIVC 35 3 ]96 _ 10 35 CAIGOWAY COURT _ 5+90 R 1800 12 IB 6+6P R 1800 12 20 ]+Z6 R 1810 --- -�- 12 >4 8+18 � R 1810 A.0 I/E-IN-SEE PLANS _ LANCIEY ROAD_ _ _ ➢+30 R 9601 18 >6' 2+J3 R 9601 JB 16 4+2J R 9601 1B >@- I6 �- J6 5+30 R 9601 _- A_RT STREET -2+0568 R N A 35 4.629 6_. 35 : ]+J6 R 1]20 GALLOWAY ORl� 35 4.629 ._ ..�_— 6 18' ENG£R STREET 35-2P 2+59.66 R ___ 9104 >0 1.481 6 J6 3+15 L 9]21 13 1.]59 6 >9 " CiE/4N STREET .:. _ T.. T 3+23 R 9]24 1P 1481 ] JO 08561 I I NW fROVTACE ROAD � — �— ---- R N A >4 1852 20' 14 -' _.9+1]45 NE fRONTA4E ROAD 16+59 BJ ' R 2014 35 __ 4.629 A.C. OR/VEWAY--SEE PLANS --- 86 TOTALS BI.lBT 2&011 IB2 - _ L 2;}` CCUNTI' OF KERN CONSTRUL%fON DETAILS ROADS DEPARTMENT cALLOWArDRrve uNDEnPass eP -% AT BN.SF. ROIL NAY, NUC NO. 2 89268 'r BAKERSFlEtD, CALIFORNIA a M✓`L".`� orUl I ___ _ _ _ ADDRESS NO. GALLOWAY OR 140/ �, GALLOWAY OR 1416 �.� __ 1930 ,., GLENN SI 9J24 1 �_yllNlll CONSTRUCT SMOOTH /2' SI£ RADIUS BENB AT / ALL ENDS � S/OEWALK FOUNOA PON. Sc'E DETAILS LEGEND CONCRETE ® ORIGINAL GROUND (O G) PIPE HANDRAILING DETAIL scALe NONE JOINT DETAIL 9ELOW MA/LBOX STREET ADDRESS NO. GALLOWAY OR 140/ i GALLOWAY OR 1416 1 GALLOWAY OR 1930 > GLENN SI 9J24 1 TABLE OF REINFORC/NG STEEL ', D/MENS/ONS AND DATA I L/ BARS ,¢5 ®i8 ., �^ � - .� oxo Rp d mePal Posf -� g d' t d by fhe o r/ n o �: Engin / 'f dbt / t buctev'.be 3 4 CHAMFER \`___ ._14� j�1 � � � :III W /" E v� E�ckf/ th noPve. y I , t '/ h d lame\ r _ 1'-0" I 5 Ga// b eif with � N dv4 ®lS— s eoa/ U ee —' l —� UERnCAL TYPICAL MAILBOX /NSTALLATION �4 ®3e � SCALE''1"=2� I SHORT Q ITr \ iCONSTRUCTION ✓O/NT TS/GP © 2' iTYPJ 3/z' S"6 3'/z" � IO" TIL h � r �N ` 4 TOTAL 7 MORTAR - KORA/i.ING POST CENTERED AT TOP OF HEAHWALL � I eEHINO ERONT OF 5/O£WALK � �_yllNlll `' BOLNTnANO NUT, yAr� a a � `�. � �UM� HANORA/L/NG FOUNDATION DETAIL SCALE' NONE 5/E[WALK � �, � � �I d a N4, TOTAL 4 e" i 8" I /' 1111' < I �__ 3 1�.- 2' z' STEEL PIPE POST POCKET DETA/L SLEEVE 25" LONG ry–B FENCE GN RETA/N/NG W� NOTE : PLACE CONCRETE IN TOE AGAINST UNOISTUREEO j SCALE.' NONE MATER/Al EXCEPT AS PERMI iT£O BY THE ENGINEER.. 3/e" SJEEL ROD, i wEmEO BOTH ENos TYPE lA RETA/NTNG WALL /ANO GROUND SMOOTH SCALE NONE 2" STECL PIPE 4 4 d � -.' �� B" �� NO SHARP EBG£S MI – /ryMUM 1 � i" STEEL PIPE --� I ---1 " MAX NOTE' MINIMUM SPACING dO" OPTIONAL NANORA/LING FOUNDAT/ON DETA/L MAxrMuu sPAclNc Bo ' scALe NONE SL/P JOINT DETAIL SCA(E� NONE Z:o 7 ' � 2$ ^�•^� - w� CONSTRUCTION DETAILS ' A' � COUNTY OF KERN ��'� d �� <.° CALLOMAY DRIVe' UNDERPASS ^ ROADS DEPARTMENT ��" a [y434Z / AT 8 N.SF.. RATLNAY, PUG NB. 2—B8Z 6B TTT _ 9� BAKERSFIELD;CAIIFORNIA m FBI �.� �.. _ _.. ._ _. _ _._. _._ �_. .� ,.—._r..—— — __ — �. �'� - # . I..... o Cham{er ; /x R � cr•asn cusnton`parnml+.y �- -�- - - Typic0l TYD 50 E ' Conrete Barrier Typ SOE 3' 0'� - - battler Y i f _ __ 2 ; /� ¢ /� � /r F¢nder panBls �NoSe Assembly � i �'^rJ �'"orJ �_�� F�nisn_rd�_ - — -� - � — Finish 9raae j _�— - -- / `�— —`i �� 7 _ SECTION A'A Le� m nc paa ' / -- (4000 Dsl) - I Monorail. J J I m k ' �. a ELEVATION s' to/z� -¢ a msrla9a co umn olapnra9ms //— F der p°Weis � o � 1 / / -N° A sembly zT_ 201 /...T fIc flow. ;�� 3 I _ � �'I� �I g e lei — � --1 I � II _— — I --- _— � _— i i�' - � ou°dGu°rd ` � _ Finisn grads _ Tre£tic {low � I 2p.1 ��I r�ansl+l°n Panei. PLAN. - i i _ I ',, HwY�Brld9e � 3'-0' 9 �'_, _-_ 3'-0' Railroad Bridge 3' p' _ -- 9-]• �._I,_0. 5¢¢ Man°{acturer'S 0eta115 for relnf prc¢ment _ 20'-6 y. SECTION B B - } ftO etlGuatd Pad _ __-_ _-_ � FEC n c shlon �^5 �t + 4 anally spaoed =s �2t' I � �E �°) c a t - 13� '. CONCRETE PAD DETAILS - - %,q,c0. :�. SECTION C C .� �`. .Notes i.' se n t a do era y + �.� M f t O t II - I �$ z:.. rte I + e+ rt t G ac a y t m 3. Pla D r toa Id 1 +erterence wnen 'I I ,� dr"nn9 ananor o°'+ n¢les. (OUADGUARD SYSTEM MODEL N0. 056906G) z 7 12g I: � dJo� � - � � -. � - CRABH CCSN/ON /QUADOUAROI p ) � ^cr C�LNTY 0 KERN ._ r 4 �� GALLOWAY CR/VE ONOERPA88 �F �` � �1i ROADS -DEPARTMENT" a 9.NSP RA/L WAY, n ; 4 ��`� // \ /� BAKERSF IELD. CAL FORM/ 1. I� � n� 2 �� o� ��_� vuc No z-eaa:ee . ,.av (''� .,..... ,E a m� o„ P� ., o . ; -- . r _. '� I � �� , ) � E� Bnw Gut � ADJUST FRAME ANO COVER L/ST RECGNNECT LIGHT/NG WIRE i AS 0/RECTEO BY THE ENLYNLFR i r----1 ,�,- EXIS�ING J " mraL _ r eva�� 5/GNf I � / � � �3 �� i � a , \ I � � e a sa wcur \ x \ 2 ,¢'4 REBAR OR/LLED AND � _ ; � s I :GROUTED INTO EGBJiNG WALL ' _�� \ � (� aus _-,n.FL— - — 6 Lcnsnxc uauuar/ ns srauonrro vraRc na+s (suaxo�acaJ SAW.CUT AND REMO ✓E 2� OF EX/SnNG STEMWALL CONSTRUCT 2� Of 9' nllCK CONCRL�, ANO FOOTING SECnoN ADJUST FRAME AND COVER DETAIL sTEM wALL ANN MATCH x-sccnon aE ' Saw Cut LOCAAON NO. T uo scuc -_..--jam CAUOWAY ORIYE LANCLEY ROAD 1" Nio. HARVEY CT > [ypg fabrrcafe in accordance with ' OIRECTEN BY nIf ENG/NEER Hole 383+9e➢4 SHELLABARGER RO. > !0 3/4" Section 55 3 FABRICATION"" - �� 385+50 94 BC >/2" X IO 3/4" / ---� of the Cal/fom/a Nepartment BUKKER NR.' > /� SlrvchrW Steel Plpe— 38e+fie.]9 of Tiansportatlon SYandord _ 1\ // BC 1 390+]416 \\ sPeoiranrinne. (NE. FRONTAGE RDAD_-STA:Y7+67 RICHT) � ENGER ST J 405+5]86 EC � Ca ver fo be 9 5/B" 00 c sing �o scut Minor 40]+622] BC 3/16 5+05.23 PrPe wergh/ng at least 32 /bs. Cor crefe 410+8033 EC Bnw Gut � ADJUST FRAME ANO COVER L/ST RECGNNECT LIGHT/NG WIRE i AS 0/RECTEO BY THE ENLYNLFR i r----1 ,�,- EXIS�ING J " mraL _ r eva�� 5/GNf I � / � � �3 �� i � a , \ I � � e a sa wcur \ x \ 2 ,¢'4 REBAR OR/LLED AND � _ ; � s I :GROUTED INTO EGBJiNG WALL ' _�� \ � (� aus _-,n.FL— - — 6 Lcnsnxc uauuar/ ns srauonrro vraRc na+s (suaxo�acaJ SAW.CUT AND REMO ✓E 2� OF EX/SnNG STEMWALL CONSTRUCT 2� Of 9' nllCK CONCRL�, ANO FOOTING SECnoN ADJUST FRAME AND COVER DETAIL sTEM wALL ANN MATCH x-sccnon aE ' Saw Cut LOCAAON NO. T uo scuc FX/STING UNDERGROUND FOO PNG AS CAUOWAY ORIYE LANCLEY ROAD ---__— HARVEY CT > RECGNNECT LIGHT/NG WIRE i AS 0/RECTEO BY THE ENLYNLFR i r----1 ,�,- EXIS�ING J " mraL _ r eva�� 5/GNf I � / � � �3 �� i � a , \ I � � e a sa wcur \ x \ 2 ,¢'4 REBAR OR/LLED AND � _ ; � s I :GROUTED INTO EGBJiNG WALL ' _�� \ � (� aus _-,n.FL— - — 6 Lcnsnxc uauuar/ ns srauonrro vraRc na+s (suaxo�acaJ SAW.CUT AND REMO ✓E 2� OF EX/SnNG STEMWALL CONSTRUCT 2� Of 9' nllCK CONCRL�, ANO FOOTING SECnoN ADJUST FRAME AND COVER DETAIL sTEM wALL ANN MATCH x-sccnon aE ' 9 5/B" QN_ � sGucturvl steel p/ate - ., w cur r/2" chon,rr � _sow cue n � l " // // // Y m � \ �A A � �A F � —p4 4 z" --Minor Concrete _ _. _�___ / �>0" 5[andord We/ght Plpe / �I Monument be furnished 3 16 / _ and set dy Ih re SECTION SURVEY MONUMENT ENCASEMENT SCALE. NONE SVRVEY MONUMENT ENCASEMENT LIST Saw Cut LOCAAON NO. T uo scuc FX/STING UNDERGROUND FOO PNG AS CAUOWAY ORIYE LANCLEY ROAD ---__— HARVEY CT > [ypg fabrrcafe in accordance with ' OIRECTEN BY nIf ENG/NEER 1 383+9e➢4 SHELLABARGER RO. > !0 3/4" Section 55 3 FABRICATION"" - 1 385+50 94 BC >/2" X IO 3/4" N/a ---� of the Cal/fom/a Nepartment BUKKER NR.' > 1+1219 SlrvchrW Steel Plpe— 38e+fie.]9 of Tiansportatlon SYandord RELGGATE .$/GN T+9443 BC 1 390+]416 _ BC sPeoiranrinne. (NE. FRONTAGE RDAD_-STA:Y7+67 RICHT) � ENGER ST J 405+5]86 EC � Ca ver fo be 9 5/B" 00 c sing �o scut J 40]+622] BC 3/16 5+05.23 PrPe wergh/ng at least 32 /bs. 1 410+8033 EC 1 '6+5359. GLENN BT. per /rneor f of vnd readily - 8+0] 01 BC � l 2+91.86 we/dodla to 1/1" X 10 3/4" d/a 1 8+6126 9 5/B" QN_ � sGucturvl steel p/ate - ., w cur r/2" chon,rr � _sow cue n � l " // // // Y m � \ �A A � �A F � —p4 4 z" --Minor Concrete _ _. _�___ / �>0" 5[andord We/ght Plpe / �I Monument be furnished 3 16 / _ and set dy Ih re SECTION SURVEY MONUMENT ENCASEMENT SCALE. NONE SVRVEY MONUMENT ENCASEMENT LIST STA LION LOCAAON NO. STA AON LOCAAON NO. CAUOWAY ORIYE LANCLEY ROAD 12+02 44 HARVEY CT > - 0+00 E 1 4 C[M. SEG JO 291) 1 383+9e➢4 SHELLABARGER RO. > 6+6130 - ARTST 1 385+50 94 BC > NOR7N FRONTAGE ROAD 386+90.13 BUKKER NR.' > 1+1219 BC l 38e+fie.]9 EC 1 T+9443 BC 1 390+]416 _ BC 1 2+8648 ENGER ST J 405+5]86 EC l 4+42]3 BC J 40]+622] BC I.. 5+05.23 EC 1 410+8033 EC 1 '6+5359. GLENN BT. 1 PALM EXRNSION 8+0] 01 BC � l 2+91.86 SVKKFR OR 1 8+6126 EC l 3+30.93 BC 1 9+11.19 BC 1 4+6593 � FG 1 >0+1/J0 EC � 1 5+44.15 BC 1 1/+]B ]N BC 6+J9 R3 - EC 1 >2+J].31 EO I 9+51.55. BC 1 15+419]' BC TO+3024 CC 1. >5+8145 EC � I SUKKER D,WYF >]+9945 BC 5+5B 25- ANGLE PT. 1 18+GG9J PRC 1 J+0392 ANGLE PI 1 J0+11.54 ART ST 1 GALLOWAY COURT 4+10 AT CUL -NE -SAC 1 10+NO LANGLEY RN J .'TOTAL 2! - TOTAC 18 x � r Z,7 IZg , �� „� couNtt OF KERN CONSTRUCTION DETAILS w ROADS DEPARTMENT � CALLOFAY DRIVE UNDERPASS ryD ,.e_r'1 g., / ATB.N.S.F.RALLNAY, PUCN0.289288 /�i./s �`,fa'�j BAKERSFlECD, CALIFORNIA ordl i ', ,1 '.1 -' .:i x � r Z,7 IZg , �� „� couNtt OF KERN CONSTRUCTION DETAILS w ROADS DEPARTMENT � CALLOFAY DRIVE UNDERPASS ryD ,.e_r'1 g., / ATB.N.S.F.RALLNAY, PUCN0.289288 /�i./s �`,fa'�j BAKERSFlECD, CALIFORNIA ordl i�� p{ REMOVE TYPE ffi (R) ARROWS 2 / �l/ �-_ REMOVE TYPE 8 (LJ. ARROWS ' �/i fir,'%i,., ,, - -- � �-�_ @EraL .. EXIST/NG ClPO55 WALK � "��'"-�'-_ �„,. , TO REMA/N R¢ REMO �£ TYPE 1P (LJ ARROWS REMOVE 'FINAL PAY QUANTITY TNERMOPLASIIC TNERMOPLAST/C AREA .Ili _ TRAFFIC STRIPE PAVEMENT MARKING t - REMOVE PAVEMENT DELINEATION REMOVAL AT BR/MHALL ROAD 'FINAL PAY QUANTITY TNERMOPLASIIC TNERMOPLAST/C AREA ��REMOVE TRAFFIC STRIPE PAVEMENT MARKING DETAIL - NO EA SO. FT. (DETAIL 29)�/ - _ 3> 543 Z -TYPE ffi (R) ARROWS 54 36 16 3>6 6-T)PETP (L) ARROWS 90 IDTAL � 4] "B59 ">44 7 �, z ROADS DEPARTMENT { ;zt 7 -t 2g '� - � ROAD CONSTRUCTION AREA �" tL I% � CALLOIYAY DRIVE' -UNDERPASS PAVEMENT DELINEATION REMOVAL AT BR/MHALL ROAD 'FINAL PAY QUANTITY TNERMOPLASIIC TNERMOPLAST/C AREA PAVEMENT MARKERS TRAFFIC STRIPE PAVEMENT MARKING DETAIL NO EA SO. FT. DESCRIPTION 50. FT 2y 3> 543 Z -TYPE ffi (R) ARROWS 54 36 16 3>6 6-T)PETP (L) ARROWS 90 IDTAL � 4] "B59 ">44 'FINAL PAY QUANTITY m°` w, COUNTY OF KERN � �� 7 �, z ROADS DEPARTMENT { ;zt 7 -t 2g H �a A CALLOIYAY DRIVE' -UNDERPASS o . BAKERSFl[LD. CALIFORNIA AT Bh SF'RALLNAY, `/`F"`° �/]'; 'PUC ND. 2 -882.68 e7 BI ,u� a { ;zt 7 -t 2g -STRIPING REMOVAL PLAN ; CALLOIYAY DRIVE' -UNDERPASS o . AT Bh SF'RALLNAY, �/]'; 'PUC ND. 2 -882.68 e7 BI 'r ��, TYPE lV (LJ ARROWS PAINT >2" �WN/TF CROSSWALKS INSTALL TYPE lV (RJ — _ DETAIL 9 BETA/L 38A — — � _ _ — _ �� Y INSTALL TYPE lV (LJ ARRBW- 1, II I'� I 'I;u — _ I _ � — 0 — \\ \\\\1r�\\\\\\� _ __ t� � ,. \J IN TACL TYPE lV (LJ ARROW 7• — \ — � q �� c. _ _ �_ � _ DET lC 9 [_, •� _ — — LV �� OETAIC 38 ..� -..., _ _ DETAIL J IRAFF/C STRIPE ' PAVEMENT MARKING DETAIL N0. ( REFLECTIVE) TRERMOPLASRC ]NERMOPLASBC _TYPE C .CLEAR (ONE WAY)... 4' �� e DESCRlPT10N SV. FT. EA - LF LF LF 9 46 2,181 — _ I _ � — 0 — \\ \\\\1r�\\\\\\� _ __ t� � ,. \J IN TACL TYPE lV (LJ ARROW 7• — \ — � q �� c. _ _ �_ � _ DET lC 9 [_, •� _ — — LV �� OETAIC 38 ..� -..., _ _ DETAIL J IRAFF/C STRIPE ' PAVEMENT MARKING DETAIL N0. ( REFLECTIVE) TRERMOPLASRC ]NERMOPLASBC _TYPE C .CLEAR (ONE WAY)... 4' 6' 8' DESCRlPT10N SV. FT. EA - LF LF LF 9 46 2,181 12" CROSSWALK i2-TYPESL (L) ARROWS 58 3B 2J � 513 !BO 39 200 2 TYPE LL (Rf ARROWS 30 38A 198 --�-�-_ PA I EMENT DEL/NEA770N SUMMARY AT BR/MHALL ROAD ' PAYFMENT MARKERS IRAFF/C STRIPE ' PAVEMENT MARKING DETAIL N0. ( REFLECTIVE) TRERMOPLASRC ]NERMOPLASBC _TYPE C .CLEAR (ONE WAY)... 4' 6' 8' DESCRlPT10N SV. FT. EA - LF LF LF 9 46 2,181 12" CROSSWALK i2-TYPESL (L) ARROWS 58 3B 2J � 513 !BO 39 200 2 TYPE LL (Rf ARROWS 30 38A 198 --�-�-_ TGTALS� �]3 2 J8T "200 "J1/ "268 — — — — — — � " � �F/NAL PAY QUANTITIES CETA/L 38 — — _ _ _ _ — — i __. BETA/L 9 � a �B >. EXACT LOCA 1rON OF CROSSWALKS -r -_:- ._ - __ � i.__ � � :,;__ r:_=.. ...� __—_ -._ S-.._. AND TRAFFIC STRIPING TO BC • — � -- f_ _iF BETFRMINEB BY TH�'ENGINEER. • � �� 2 ALL NEW TRAfTTC STRIPING ANU ' PA DEMENT MARKINGS NORTH OF O -STATION J4+0J WILL BE BONE BY TFIE COUNTY �. ,. , •'. ;. ... _ j-f2� �� 0 '� �/ "•p COUNTY OF KERN STRIPING PLAN ��, � ""` s � ROADS DEPARTMENT caccowaPnxtvs vvoanaass A �. e� /0 ATB.NSF RA(L 1AY, �� , 'tiw. �B._ � � � PUC NO 2- 892.BB BAKERSFIELD; CALIFORNIA oFBI �. _� � u•.�r��..�n aooLrci« mu m rwss o T 2 3 MEa r I + i ,i �, � r N1 �l� � t Z a � � �> �, � � � ^�- _ _ s __�_�� o �a--- - �� - - - -- REMO✓E(TMEYLARRON5f i _-v _ - _ r _.-_ 7 _._ __ _, ._- - __ _ --x_._.. � O` � r fs'mrcrtr ttrvsmucrxx �'� .�+ .,s , s GALLOWAY OR/✓E � n e p> — 'FINAr PAY PUANTITY - ".. Z.�—I Z� „w ��"" „a STRIPING REMOVAL PLAN �. °� COUNTY OF HERN I`�� 1� k "�'�F'„"t�� /. �' r CALLO�AY DR/VE:UNDERPASS ..a E:. Cz_9z � ROAQS .DEPARTMENT �n ArBNSF RA.anAr � r✓ BAKERSFlELO, CALIFORNIA a PUC'NO 2 -9926B o (./��. 7 3 .re a z� p42 o<.E � zv .uErz .. I I I �,., � ;- PAVEMENT DELINEATION REMOVAL AT GREENACRES ORl✓E PAueMeNl ,uARmNc AREA (PAINT) (SO. FTJ 2-]YPE N ARROWS 84 TOTAL "84 'FINAr PAY PUANTITY - ".. Z.�—I Z� „w ��"" „a STRIPING REMOVAL PLAN �. °� COUNTY OF HERN I`�� 1� k "�'�F'„"t�� /. �' r CALLO�AY DR/VE:UNDERPASS ..a E:. Cz_9z � ROAQS .DEPARTMENT �n ArBNSF RA.anAr � r✓ BAKERSFlELO, CALIFORNIA a PUC'NO 2 -9926B o (./��. 7 3 .re a z� p42 o<.E � zv .uErz .. I I I �,., � ;- .� �. 6�� R I ZiTU 2 � I o� �. THIS PLAN IS ACCURATE FOR � �� `I SIGNAL AND LIGHTING ONLY a WscALc� � - CALL U.S.A. (UNDERGROUND SERVICE ALERT),. I ZS �—T 1-800-642-2444, 48 HOURSPRIOR TO (1 J , ANY EHCAVATION. N � �2/JU Q _ 1 O _ - O � f{ 1l3[ 51U 5 �� O 416E P B _ O g _ _ _ _- �-� � 416U 81�g6 0 :f - _ � 5 � WR Rte%" © aP� �� .03.E � _ - B ,y ;-� 'l ___ .. - i� , _ -__ 01 -- -- _ -- --- - rm 8, e --_ -- -- -- � -- - _-- - -- �-- a -- � _ _._ GALLOWAY ORNE � ea Orn <nu----�� - `� I - — — — — — — a< NSE ___- - -"_-� _3�so ' __ -_- — --- --- ---- et - ---- --- --- - - �s --- �=� i Q= 264' J,9L Q � � ._ �! _ TJ 8J6(/ 5'!DP BAR H0 � � � , h 26r o -._ 9J] 6J]L 08 I 2 -_ - _ � ¢—��1 o _ _ -- --- � m , _ _ -- -- --- m -y — -- -_ == - ___ -- _ � a �, — - -- - -- -_ � ez sz a 08 � � h Qp EE racL scawce �� 6..'3[ � (NE OUAOFANTJ 8 � PNONE SERVICE ' OO r 1�d ryJl � CONSTRUCTION NOTES 0 �I bj� , � ❑ x; � L. 6�, LOOP LAYOUT � ! � g6 Bea. Bor io' s d� �E � 24 ° 2s�" W 0 c E' L e Yo a � ,1 _ EcroR ❑ acare u<L _ � Loure vuLL uRN u L sroB eAa I! x 6 FRo ' 11 � BCR � I y -p / 5\ � C G TCNG CON D ONO!/CTOFS � I � I � � SEE £T - Q L EERCO EC CO D ' � 2U i O �� SEE SHE£]5. 9, lO ANOE h A � .< �°`� "� � "� x�� couNry of KERN z SIGNAL AND LIGHTING E '� ROADS DEPARTMENT catcowar Dx1vE _1� %" n .a i� 2 t a � c2 9 ��/\=� BAKERSFICLD. CAIJFORNIA B �T SLIK��X � IIIiIVFi � �` To nvnxcc�sumv 2 0� �C E 4 3 -. :,. it .3 CONDUCTOR SCHEDULE CONDUCTOR RUN QQ �� IGNA MOUNTIN PEED. PUSH sQ��QQ STANDARD H.P.S. I. ��.0 LOG. ,�� pED. M:P LUMINAIRE z0, 0� LUMINAIRE GDNDUIT SIZE. 3"- 2" 2" 3" 3" 1%' 2 3� S" 3 1%" 2" 3 3" 1%" 2"' 3" 3' 3-3' 2" 2" 2" 2" NOTES MAM(L. f.) OO OO OO Awc � B 1-8 TV -2-T - SP -1 W _ 5 coNouciOR CABLE 1 1 1 1 G 29-580 9 coNDucioR cAOLE 1 SV -I-1' E 1. S 200W. __ ._... 1 MAM(L T.) 1 _ _ e CONDUCIVR CAbL[ 1. _- 1 2 _ _ 2 _ 2� _ 1' 1 2 h PRE EM P 1 I 1 -2 �� - 2 2 W _— — 1 ___ 1 2 4 .— __ E 24-4 80. 35' 15' (I_:I.)-�-� 1-T 5 SP -1 5 NTERCONNECI CABLE W 200W - LUM NA ftE8 jje '2 2 2 2. 2 __ _ 2� _ 2 __ 2 2 2 F _. __. 2,2 '�' N -2-T S GNAL SERV OC (Pa MARv). 2 E 2 N G X29-5=80 55'. 15' -� �-1-T W SP -t N 2 N � 200W. �. 3 GNAT SERV CE (SEC NDAR» 6 _ _ _ ____ - 2. _ 0� oETECToas DLC H �. B — 2 sP-1 E 4` E' t 1 1 i ____ 0� DE1 EC IDRS 1 2 2 2 _ 2 -�- -- 2 -_ $3 .DEFECTORS — -_--_ - 2 1 i 1 1 1 1 � �� 94 DEFECTOFS 1 2 2 _... __2_ ¢8 DEFECTDRS i 1 1 1 1 2 2 1 2 Q6 OEFECTDRS __ 1 2 -_ �T D ETECTDRS 1 1 _ _ _ 08 DETECTORS � _ _ 1 2 2 2 2 2 2 1 3 3 3 1 2 5 6 1 1 2 3 3 1 3 6 6 12 AND EQUIPMENT -'SCHEDULE. ,POLE IGNA MOUNTIN PEED. PUSH STANDARD H.P.S. I. LOG. VEHICLE pED. M:P LUMINAIRE SIGNAL LUMINAIRE TYPE M.A. M.A. MA. POLE M.P. PHASE M.P A 24-4 80 35' 15� SV --1-T N -. 4 E 200W MAM(L. f.) � B 1-8 TV -2-T - SP -1 W _ G 29-580 55'' 15'. SV -I-1' E SP -1 S 200W. MAM(L T.) _- D� B N 2_T_-.- g W _— — ___ .— __ E 24-4 80. 35' 15' (I_:I.)-�-� 1-T 5 SP -1 5 8 W 200W - MAM __ F 1-B '�' N -2-T - sP-1 E 2 N G X29-5=80 55'. 15' -� �-1-T W SP -t N 2 N � 200W. �. MA1 (L: T.)' - __._ry-z-r H �. B — — sP-1 E 4` E' ORTH -LEFT TURN M.P.. MO ]YNG POSITION Ml 5/CNAL s s WEST -+-EAST ONE 2B C CE L E UN CONT/NUOus[r T E CON ROLLER TO LL I TION PU LocATEB r rHE esE F eACH cE TRAFFrc S/GNAL O O TOE © ' ). BE A¢ow B /N E e c B A rnE � �� Mi q5 � PR E o � e<E eE comnmucuscr rR of rRE MAsr � M Gv Fas wuRCE raa nNBARB mcaRGs � © OE Q [ GNR cAe�s TarAL/ ��. ��. NG sP GwEB IN r� PRE EMPrroN cne� �� J � �� > ZR. N07E5 t O R" ANO THE SIGN G BC CIN ONE TOUIT O 0 CO OVCTORS IN e s L PHASE DIAGRAM '� aeraL 'A' � caNBucrares rc aE FURNisHEu ANB rmsrAccc errc ® � G,vt cmR � /B. ra) NBuoX /nsT�nLr c�NBurr sERwcE ca I I O [R EAT gBP LB ONETC ANCAcO B (]1'PC/��[JZ j/ NU � p8 F- 1 � Ip205� lm� P 0 E SER CF EDFST CO 0 CTORS TO BE /NSTA PANY - \ 5. F I I MA/N N 1 sFPb9ATlON REIWFEN s/GNA[ AN H /s. �, -�� -� 1 ©P � mP i �� B I �� GENERAL N07E.S � s�.�. —I 01 T � �i ma � i � � i m6 ,. � I. TRA acA srcNAL sr cweBs sHowN G >HE v � � � fb1�05 01r<gfs. 02&0s 62&06 � Ns Wl[ EST B 5 O FNGiN HELD \ �ONt 36 //`` 2 8 CON 0 E NCE �I \ � CL BE 6 FEET � �. � \RACK OF ��, � � L. �_ 04P � 04P 3 LOOP DETECTORS S LC BE CEN EREO N U Y N (NEER ,� 36• / \ sIBEWA(H _i.._ _ , PULL BOXES SHALL 5 f5 E ' SG � 03 03 04 04 5 P(/CC BOXES SHAL BEP C£u I E 5 NC lB£WALKARFAs 4 CONCRE]E Pnu g�GROUNO R00 F02 0T �e mT 0 t - - nL[ SIGNAL LE SEs \ j SURGE PROTECTOR � �� - 08P � _ I �T 08P 1. AV SIGNAL FACES FNRNIBHEB WITH -BAG PUTES �c "VI 1 a. THE CONTRACTOR H Nsru THE cauNTr EURwsHEB STREErNAME rcNs ANa �3&m� - 03t<0x 0ax<0� fla&mx "` j MouNnNc NAROwARF aN r E srcNAL ARMs mTH /4' x B.BSG� srnwLEss srca FOUNDATION DETAILS i B9N0 WHICH�S BNE£W ODUB[E WRAPPER ANO SECURELY TIGHTCNEO. IN TALL .. %OP ACENOT£RVN� / O FROM CENTtFLINE OF 24 4 BO TRAFFIC 5/C, OARBS.. ' oM cENTERUNE of zB 5 as TRAmc srcNAL sr un Rus Model 332 Cobinets Ia a '9. REFER TO BETECTOR CURB TERM/K9TO BETALS (]YPE J 2 As SHOWN "�' � ON STANDARD P[AN SHEET Es -5E. NORE THAN 6 LOOPS ICRM/NATE /N A - � � �i ,1 . i2� � } '. PULL. BOX, RYO 2" SLABS SHALL BE USED - pc Po — ROADS DEPARTMENT B1. coNDucrox Arvn Pars scarsDr�ts � 2 °'e � �u COUNTY OF KERN E & � �� o � rm � � q�l `� BB CALLOWAY,DRIVE wv R � q � H"— \\\_' BAKERSFIELD. CALIFORNIA.. o®. AT SLIKKER DRIVE c\ wrvcsRzkmx orr sov �oucco Puns - D � 2 3 ^ •� a rr g_.. ,a �a� e..e -a zT � u.��B`y"` � �' .:. � P - � . r _ - �.. ,_ - __ ,. �.,.� - `: ,LEGEND Y o -3Y TYPE Y5 IGHD G STA P/�15 LUMINAIRE ARM D wAn H s u,vc o ,g3 t/z FULL eox ' �� L". L GHTING CDNDU/T N9Rl T- A LESS WN OIHFFW/SE ON �E pDUCTg4S _ - j --- )Al% INTERCONNECT CONDu/t ANO CABLE FLU N T PS 240V � � .' 2"C ge a31 -O ES 1E GET �i � {' L - ' - � PIER AND WALL LUMINAIRE 7D WATT//P,5 24OV I - .'..: i P.uM AKxuc m[httw /q _, _ ES -]E, DETA/L W , I w .. _. '� •y �� _ L � � ._ GC \ - '� U/T WTTH 2-� � I �� '. I� �' COOP PUL( BOX ACK__ � ; - � �� - .SEE SHLE] E I. � � � A� �� r. \y �I � - - _.� _ - � _ � � � _ � :I —. ,. a� s G - - i - -- _ — �'� � —� - - � r� I / `` V -- - - _ -_ __ �`_ -_ s:, .-- — � � � , — �� _-�- A �— � ,��i � � , lei � � e i1 �, .- . .,.:. _.. - - , ,.i-tLLi orvourr Mag I ` _ -�— � � UNDERNEATH RO WqY � _ - � �. � 30" DEEP _. -- � ^.. _may_ ,�, �__.._ _„__ ..,.:.,_ _„__.. ,_._.,. :i 1 , _ _ ��'” _._ _ ., k.. uu cww _ i 7 �, /�—,RAPE/� 9GNAL SERGE ”' ,RAPE/o s,�AL �GHRNG-�� i � �a N07FS. 5 :TUB LIGHI/NG CONOu/T O/NEC FFl E FWR LIGH NC STN � 5 t 95+5J S/GNAL SERGE PROTECT 240 ✓DLT LIC/T71NGC ANDA9]+aO.AT THE FRONT OF SIDEWAU(AS DIREC]£D CIRCNT N9TH A DOUBLE PO<E 30 AMP BREAKER BV.IHE ENC/NEER. INSTALL THE UGHTlNG STANDARD AT � SNB /N1£RCONNECT CONDUIT NTO dB PUL( BOX 2+B6 BEHIND R/E SIDEWALK /N JA[L THE LICH BNG - ONTRO[LER. STANDARD AT 10+00 5'. BE/1INUSM£ GUARORA2. FACE SEE SHEET E LL TALL PULL BOXES IN TH E AREAS AS SHOWN ON THE ANS - .� 2 AE VPN /SHED WTTF(A. l HO OELECTR/L LO TRCL. 4 /NSTALL CONDUIT UNOE EA]H S/DEWiILK WHERE SHOWN qq 5.. FOR ]HE SIGNAL. /NI£FCONNECT SOUI/T OF SL/KKER ' i OR/Y£ S££ SHEETS 9 ANO )O .., G }} 1 _ .. i - 2 Z i. � . � �° AIGIi�AY. LIGII7YNC AND E � eW 4"" s � .. by .COUNTY of KERN aR 1 � z '� � � �2 ��- Rµ` �1 'ROADS DEPARTMENT cALcawarDArvs UrmsAPA s ar ' R ao� �„P �� BAKERSFIELp, cAUFORMA. B.N.S.F. RAILiIAY PUC ND. 2-892.BB �_'� 3 3 BH , _ p '� . � LEGEND ..,GALE o—]X JIP- pARO N9Tll 15 Lu A/RE A NO 100 WATTTNPS CAMP. C� (3 l% PULL BOX ESEE BSHEET E �nNG } r ' --- C/GHnNC CONOU/T WYTN) p9 CONJUC/OAS - i — 1 //T"/NTERCONNEC/ CONOU��ANOCABLE. ��, Ian - 1 - 2 �.; 4 o� ___ - o� _I _/� _..-- - �— -__ ___�/ .� _ ___ I " 1 a� � YDS '� _ CALLOJpq Exsn c :w � _ � _ - til-dd_ _. _� _ _ �j '\ � f srGNAL u � _ _ � 1 � �� ---�— -- -_ / A ,y - -— d ., -- �-©A m ,,,j � _-. r. �P« ao —_: 1 1 �__ _ _ _ �, ., ,� - . , n_ �, ti- � =� '" h o NOIES ❑i :SR/B LIGHTING C nNG gb PUL[. BOX OAA05 AT 400+04 4. INSTAL[ OUR L/GFInNG STAN GONOUCTOAS INr�EX/5)TNG SERNCE AND 40)a 50 AT TflE FRONT OF'S/OEWALY AS 0/REC]£O ' EBEiTAC. P 40 W[T [IGNT/NG gRCUIi BY IHE ENG/NEFF. lNS)ALLTNE.TwO L/GNTNGST NOARBS TH A DOUBLE POLE 30 AMP BREAKER AT 6+48 AND /Ss61 AT nlE BALW OF RIE WYEECCNA/R � lNTL4CONNFCT CONDUIT /NRI BACK LOOP PULL A TA5L BEMNO ]NES L FACES /NSTAL LAL[ BOX RUN CFBCE ]N CONDUIT NGSTANOAA053'BEH/NO TH o coNTAaLca sfc .rrciccr ie L/ cvae ANB curTER wsrALL Puli a xE CA NIURE S/OEW LK AREAS AS SHOWN ON ]H WALK T EA'l B 5 E ' EC NiC GtN/�O[. NEO 5 /NSTAL(: CONDUIT UNOEPN£AnlSIOEWALK WNEAE SHOWN. ?.Z-1�d a� '��•• � BIGBMAY LfGHTWG AND •" `"p �j�� W, COUNN OF KERN o � z , ��3� �, � �-s-€"�"�%�d.7a-� � .,. SIGNAL WTERCONNECT PI9N ,... ; r1 «„ems ROADS DEPARTMENT �-�L GALLOWAY DRIVE UNDERPASS AT. Lr4 zT ,ate �' e.,� <-„ �� eAKERsnEEo. CALIFORNIA .' � �_� B.N.S.F. RAILNAY PUCNO.2 092.OB N r�xwxv//rrupw..r.anesv o.. o remucm vuw ° �3P_ � "”` -. ., or E.4. .. ' .� s ,. .. � / I ESEE BSHEET E �nNG } r ' --- C/GHnNC CONOU/T WYTN) p9 CONJUC/OAS - i — 1 //T"/NTERCONNEC/ CONOU��ANOCABLE. ��, Ian - 1 - 2 �.; 4 o� ___ - o� _I _/� _..-- - �— -__ ___�/ .� _ ___ I " 1 a� � YDS '� _ CALLOJpq Exsn c :w � _ � _ - til-dd_ _. _� _ _ �j '\ � f srGNAL u � _ _ � 1 � �� ---�— -- -_ / A ,y - -— d ., -- �-©A m ,,,j � _-. r. �P« ao —_: 1 1 �__ _ _ _ �, ., ,� - . , n_ �, ti- � =� '" h o NOIES ❑i :SR/B LIGHTING C nNG gb PUL[. BOX OAA05 AT 400+04 4. INSTAL[ OUR L/GFInNG STAN GONOUCTOAS INr�EX/5)TNG SERNCE AND 40)a 50 AT TflE FRONT OF'S/OEWALY AS 0/REC]£O ' EBEiTAC. P 40 W[T [IGNT/NG gRCUIi BY IHE ENG/NEFF. lNS)ALLTNE.TwO L/GNTNGST NOARBS TH A DOUBLE POLE 30 AMP BREAKER AT 6+48 AND /Ss61 AT nlE BALW OF RIE WYEECCNA/R � lNTL4CONNFCT CONDUIT /NRI BACK LOOP PULL A TA5L BEMNO ]NES L FACES /NSTAL LAL[ BOX RUN CFBCE ]N CONDUIT NGSTANOAA053'BEH/NO TH o coNTAaLca sfc .rrciccr ie L/ cvae ANB curTER wsrALL Puli a xE CA NIURE S/OEW LK AREAS AS SHOWN ON ]H WALK T EA'l B 5 E ' EC NiC GtN/�O[. NEO 5 /NSTAL(: CONDUIT UNOEPN£AnlSIOEWALK WNEAE SHOWN. ?.Z-1�d a� '��•• � BIGBMAY LfGHTWG AND •" `"p �j�� W, COUNN OF KERN o � z , ��3� �, � �-s-€"�"�%�d.7a-� � .,. SIGNAL WTERCONNECT PI9N ,... ; r1 «„ems ROADS DEPARTMENT �-�L GALLOWAY DRIVE UNDERPASS AT. Lr4 zT ,ate �' e.,� <-„ �� eAKERsnEEo. CALIFORNIA .' � �_� B.N.S.F. RAILNAY PUCNO.2 092.OB N r�xwxv//rrupw..r.anesv o.. o remucm vuw ° �3P_ � "”` -. ., or E.4. .. ' .� s ,. .. � / iaia v �m�` -r -_——=_ __ rTTwe Yio o t7N -�� ' � SM1oo4Y TO 1 � E (By BNSP k � _ �' Rel t Sg INou e ` +. + + ".� � � �� `f I �� I + fie— BNSFr+ _�— i I _. rc [� eNSFI _ � __ � SrFOt9' rvEW�T tpy ©NSFi i. II�� s Fr tRac 69z LbN g snoofr ¢ E+is+ing Trnok PLAN 9__o y - Temv: I snootir � exisring Tnnort seee ^so• � ` Safety � T/R '� - Railing _ � 76 0' : I�: � 7 J .. �SnoafY �-y Rafin9r T/R Ta0 of Sub9"atle .�T I�0 `—� �L—� aeao ped ` � I' eaaee ��i�eaeZ� I �,��-�tT.,�,vza I' o rm o ` e• emlosrl ' I + a u e 4 �, ' Ban � + rl — (Bottom 6 D Contrac o F otln �v - Fooiln N o _ See 5 eclflcation A -I 9 � -- P al ��oY Com➢cet�an R eulrements min n I : �'. n_o i �� as_io• _.-, o TYPICAL SECTION a oven+i+� _. � _�_� S.,ae '-5' Excova+ion 315 G.Y. E n nkment 2550 C.Y. ' BRIDGE BENT EXCAVATION. BRIDGE ABUTMENT- EXCAVATION eeuost -aao Ten oes c.v.� o �;. _ P -i Lbs - � �- i 17 � T � r � � - � 1 _� �� _ice r�-� �T _[ .I � � T_;_�C_i�� ;_ l_ � � � � � � - 3 90 i i � I -: � � ` 1 - 1 I .: � " � ' i -. < G � �. , E Exls es tni owny i sso -_ v _ � � ,- _� - - -- - -1= -- - -1 _�.__�._ .- =- -�:--;- l � � - + i-1 '--f-`--h -�-F--F�i—i t-'{- �- !--l��lo. s�b�-�-'--�--,-1 �- i-! r�-� f ��, � -..� i r{ '.. �� + i � i . I I I. : P 5 No. 24 �, E Istl 9 I - I~ 4302 2 '. \ iC � I'a61f _ _� _ - _ _ N 89 ^9T_51' E _ - J a P o ry �� ZO Tib - - _ -�� _ fit 26 34 E - _�� l ��AI— a "�� I-� I N89'4`54•E^' \'� ,r � \_ � ,� 65.63 . FSh TIY / ///--- w - o c No_ _— - _. — _ _ _ __ 1 -, _. - _ Toe 4 4111.'" � � _. �.. _,. �.- :', sb7FYl �yl5ki ,. t%� PLAN NDiEs: CURVE N0. D DT T SVgER N SPEED OI 1'30'00' 3'16'21.4'IRTI .129.12' �' 50 MPH O2 I°30'00' 6'42'OT.T'ILTII 243.6 i' �' 50 MPH O3 I.30'DO' 2°2919.6"fLil 98.53' �' 50 MPH.. _ I. SHOOFLY SUBGRADE ANO 6'BALLAST 0 DE CONSiRUCTCO BY CONTRACTOR. TRACKrvORK TD DEcoNSTRucTED Dr eNSP. 2.INTERFERING PORTIONSDF SHOOFLY 6UDGRADE WITHIN ROADWAY PRISM OF GALLOWAY'. DRIVE WILL DE REMOVEDBY CONTRACTOR AFTER RAILWAY RESTORE$ 'f RACMS ON COMPLETED. BRIDGE. 3. SEE SPECIAL PROVISIONS FOP ADDITIONAL REQUIREMENTS.: _ 4. SHORING SHALL BE REPONSIBILITY OF THE CONTRACTOR. I THE CONTRACTOR SHALL RETAN A CALIFORNIA RECISTEREO SUBJECT RiO REVIEWE 9YT�41ERENG NEER ANDG6DNSFGRAILWAY.. .r7 -�Z&� }� ,- 1 rt 1 i I : I �: , 1 �� . r 1 i 1 � � ��, 1 � I 1 � � ,_ � t �_ i � � � � � � a E-�--+ E l l i -+ –� � �—a– ��+- _' r t �� , �° of L ae 1 - ` I 1 � IL— r . i — Yj' a 3 � ( � � 1 L � � - � � t . _ _ 1 � 1 _ T � � � � � t � _ f � � ._ 1 1 _L' _'. i 390 �0 1q A -�_ �I -�I ^� 1 1 b 380 � 4 I i i _ � � � �Y � � -I 1 I� � -l—I �- � i— I 1- � �- { � � I �-� 1_� { � I _ I. -7 �'.,,� 1001.. _. _I } f �� __._-__ � �—:::. I I _.�; � ;. c°q r°,a �atesn'�'oiim9 ,..—. _. _ �..�_._:..:� `1 i.� __ ± �� _r-� I ;.__, �� _ .' f —+ }f-- p —i-- �II � gg � II � �I �ndF� a �� 1 J. � �� t = � � I 1 « 1 - � f 2a D "� �- � D �� _ i _ _ _ . __ I� - , �—� �— e � 1 i ��"" a,� � ouNTv b R � SHOOFLY PCAN AND; PROF/LE �,` I `" ^' �� `� \ �q2 __�� %/ �'�� 'CALiDWAY OR/YE UNOEHPA88 t J 1 l` e� �� '`ROADS �DEPAR7MENT � ` i' a,/L�X...,..- � L � � Q @.N:B FiNA/L WAY $H A! ��. � @ KERSF'C D. L FORN �A p//C IW . T-JY1.8B r � _ �"� �� 4 a�'sNa° - . -: I � - —_ ,_ _ —.—.r — �, .- ' —�'' ,=- r -- - ' P �� s+raDt�re � canar,oy Dnoe . . ', ;;. Top o{ roll pro4ile T/R Eiev 304.02 36 10' To Fresno +02% , /Sta10.00 io Kern Jct. Future D MaInllne / I � 9 iO II � Track track .,. TOP OF PAIL PROFILE GRADE IO' II'� �_ IS' -o'_ _�_IO' II , N Scale 10' 9 II' � �_-_ 9 I I' 0 , GlToln Link Rolling � I Itl 16 b Ilan ' TYpa 7, tY0 Z '' Y! terp { 9 J by + ct 1 � Pro{ le embr All 1 Ing" b II � �N \ I Gratla �: � � -. DY there. T/R BB- (Measured aloQng pro{Ile gratle) EB L se Oallast S \ � �- - (.S retainer. TYD 73' 6' i n Ab t l � _ y l-__ ISeee Road Plcnslr Bont 2 Elev 340 ELEVATION '=20'-0' ti-� Calloway Drlve - ��R=3500' North LI BNSF R'1W� � 1 �. lo�ol DI� n � _ + �__ C �. � y jj PE�Ie,Iha, �' I' I II I I I � � -f }� - Ret ening Woll � 11. lNL+ � 4 -f - NB4= .To Fr �+`= F 1'I Tff1= � —� II -r= -f.JL r -. � - yllS 89 Oi 40',EJ 1I.1__{.� } I.VU _. -_ JL Ji In �-.. L clAl BB 9+26.50 T/R Elev 389.673 Sea ftoatl hPlgns)S � §�Siruc+ C Ibwcy- T/R Elev. PLAN " 1' 20' 0' N �L� )\ 0 1 O o o O° 4/PS i.. / Sp ebet �j to Dox Too of roll D ., Itolerancel, 'gl d tot 9 -f 3 6' witle x YP f l tl I I I III � I I�Vlllil I II �I,.1 I��I II s 6' asap) I � re;au-e, ryv- re*+are.+YD --� 1 I� - .I velli I Abut 3 n re- Concre Ye Barrer _ ide a 'Slope iYDe SDE, hardscgDing (See RoatlPlansl � FInlShed _ tYP � Grads I __1__ 1 _______l__J. _ � I I I L________ __.___.__________ _ I -. TYPICAL'BECTION See 'FRONTAGE ROAD _ BRIDGE PLANS' _ I - INDEI! TO PLANE. ! SHEETN0: TITLE III I S -I GENERAL FLAN -I +IL _1__.L. S-2 FOUNDATION PLAN L _:_ L� S-3 ABVTMENT UEi AILS No I yy S-4 ABVTMENT DETPILS No 2 R ialrl� g II _ � 5 BENT 2 6 DECK PLAN & DETAILS No I _ _ S -T DECK PLAN &DETAILS No 2 --� 5-8 MISCELLANEOVS DETAILS No I 5-9 MISCELLANEOUS DETAILS No 2 1' u 1 Q F b tic S -ID GIRDER PROTECTION DETAILS /J able Ileval3l 5-22 LOG OF TEST BONINGS F`7 i'i7 -fL Future Track OTANDARDPLANS DATED JULY 1992 I I- F Structur To Ker�Jc+.d AIOP ABBREVIATIONS. I I S, 11 T A62C - EXCAVATION AND BACKFILL BRIDGE I I � ��{ -QQ BNSF R Iwoy F'SP Ai5B. CONCRETE BARRIER TYPE 50E Maloclke .AEE CHAIN LINK FENCE HO -3 BRIDGE DETAILS 1 \ .83-9 RETAINING WALL DETAILS N0.2 �.. _ \' $�iop o{ cut BII-52 CHAIN LINK. RAILING TYPE Z ; ��1zp l -,. - L g d' E5-iC SIGNAL,. LIGHT NG AND ELECTRICAL SYSTEMS 1 1� \\ D I dl ate p I + f inlmum ELECTRICAL DETAILS -STRUCTURE INSTALLATIONS 61 1 i vorticalclearance ES-iE SIGNAL, LIGHTING ANOELECTRICAL SYSTEMS 2 \ � EB IO 73.54= ELECTRICAL DETAILS -STRUCTURE INSTALLATfONS T/R E v 384.967 10+00 � - STANDARD PLAN SHEET No P � I s 398+25.99 304 02 F r 'fan I N t ee 'FOVNOATION PLAN' she � DETAIL No i �'. F 'Brld9 Duantities' see DECK CONTOURS' �'�• she IF�RONI AGE ROAD ORIDGE PLANS) I.0 f � `� °+�, E o., � m`" - - couNTy or KERN � OENENAL iLAN' �° �� // \^�i CALLOW.�Y DR/YE UNDERPA88` ��J�> I �i' ROADS,"6EPARTMENT w ,�.. �a.r-s.X�wamwx r. -.c'�°. '. .- T_.. -_ ,, .:; � RAILROAD GENERAL NOTES: LWWWf LOAD FACTOR DES Gry , - BENCHMARKv p�51GN: A.R.E A. bATEU (AUGUST 19961 „ e The benchmark usetl w s NGS. stci lon 'Y 12Ci° with c a levai lon 11903 AA9HT0 wlth Inierlms ahtl 'Y��, of 300:46 feet (NAND 881: Saitl pDlhTDetrg IOCatedn�00 feat � Rovislons by GALTRAN51 ostof +he northeastc of'Calloway Orl ve andRcsetlale highway In the }hwasTrC ofa rete: CatchDas ln. .LIVE LOADING: COOPER E -8b e � � �� orner ConC � ' °.. SEISMIC LOADING: Peak Rock pccelera'}lon 0.30g � ; . ,..� i DeVth o{ Alluvlurn i I50' ' PEiNFORCED [ONCRETE:. � {Y = 60.000 ps ' +\ f'c= 3.500 Osl � .. n =. 9 PRESTRESSED CONCRETE: S DECK PLAN & DETAILS fL 10 OIPIVel ne t� \ NO 2 sheet.: E=IS-rmgl — \ d( 4 �- collo aY 6nve . ,t` (R=3500'1 �w J � FOOTING PRESSURE (TONS P R SFS. ALLOWABLE DESIGN ". � _... __._ _ :_: � _ _. ___ ( -- ADUTmenis 1& 3 50 3.5 `J +6 ____ L u: .. _ —__ _ ..__. _ .___ tr __— � ___— _— _—._ o,�v: _._ a.. t 5.0 3.0.. Bei L `�� R _ 9 w Ilf in9�. � � .. �Flberoot c � i '�_, For ccntin tion sae w � �� Coble ILovel 3l 365.00 FOUNDATION PLAN'. sht mho ^" -` /365.00 / ��— ` 1"' -""'(FRONTAGE ROAD BRIDGE PLANS). ;�; z - __r tyV I - _ 1 � fL Arg AEuT T ._ i '� _ _— _ ¢-Rant 2 - r�I — __ � Br9 ADufi 3 I m Sta 9+2B.i5� ST 10+00 Sia 10O TI.25�� O ___ __-_ -��I _ S89°OT'40'E ��\ r�Siruc+ure 364 50 _ 0 _ � ,. 'o ° � m 356.00 - - m _ ... _. .364.50 WWLOL _ WWLOL :.. (S 89 Oi 90^ E> (S 89°Oi'40' EI� I �i' 6' 1 6' . 9' 0' 9' 0' I _ ]' 6' T' 6' � _. _ __._ 777 lm____._. . _..._ —__._ �,._.� ', _` - �^ "'3RD,; ��, _. _ i, \ ' J I., a .:. PLAN .. � II f o' Leaentl: 8': X -'I tll t pot Ievatlon Note: y� � £oot ln9 ela�ct ion f p c>m ��, �� / � cbunTy of KERN FOUNOAT/ON PLAN, F �� -�9� �,� �. �� ! BROADS 'DEPARTMENT c.+ccow�r arrive uxoenaasa--$�,,', _B '� ` � � �,. �� !yl - � B.N.8.F. NA/LWAY, , S L.� BArGRSFIEL3. GAL FORM "-4 \� � rE �-� ^�� , PUC NO 2BD7.RB S 2± Wln9wcll Layput Ine IWWLOLI To s lash od � N 15ea Road Pansl �- _y. - -� 9rg Abut M t h walk & curb ams Y as D lT pl � J i LI It + +eure. E I MI CELLANEOUS UEl'AILS N0.2� ht-� �� CL Structure 8 0 G Iv 9 ted _ Di AbuT I 2. _0• _ on'y; slop 120 __ I'-0'%12'X�I'_Steel -� reinforced - IY_o' m t er Ebeorinq Pm.ro+ S;+YP Vertl I I �, CETAILS N0.2" wltno t P f atlon � � sh t \ �CaR en _ Wln9wcll Layput Ine IWWLOLI To s lash od � N 15ea Road Pansl �- _y. - -� 9rg Abut M t h walk & curb ams Y as D lT pl � J i LI It + +eure. E I MI CELLANEOUS UEl'AILS N0.2� ht-� `J / Notsan �_ 0 m dons between fL b q D 0 i� omincl wldtM1 of bo d /t t I c between each pair f. dJ ni gl a � TYD at abutments & bent. See 'MISCELLANEONS r -Top of b ckwal� I` DETaLs No.z•snoo* & srruc+ure / IL i I I II I �- _- __ r- _ ___ - - I r __ --.._ �—w lil Itlt aim to r L r � EI v 316.951 Q brg abut I \ . pour. Sea Road Plans and 1 I EI 31T.318 0 Q Dr9 aD t 3 /� EgW T � 1 = ,I �, I II�LIIIIIII��I I I �M �'I i� I ' � ; I� ' � , ;�� I 5 and tl PI Hand II I y � ISee R d PI ns) — S I I � � ~- � - -� y I �� ELEVATION o+e A Notes BO -3n AbOtm T I mown, A FPr 56c+lon C C & 3-I tyD BUTMENi DETAILS -N L E F �r contlnuctlon. � �. FRONTAGE ROAD WWLOL L.I BRIDGE PLANS' �WW.,r I f Texture LJ ,Add •5 � ® 9' - II Abut relnf •5�tot 5—? I 'irD \...I tl •5 x 3' 0 t t 2 jj.� / typ L- � '�� / Bowe ea Tinto I — � � � � z.�-- tootlnq,tyP --' i � Brq ADu+ > f Retoinlhg ao� SECTION A -A ^Eupahslon )t See BO -3 WWLOL Z � WWW r I { C / ExDanslon Jt' 3_q / T iurar //Adtl S8 eR 9' S 604�� /.�AbuT I f � `5 J 0 18' / �. I _—_ —_— _ _ "5 tot T doweletl Into �' u` __ I � 'foot nq.TYP ... ___ I � � Tcxture � �� Br9 ADut Retclnin9 wall � LCholn Llnk Fence TYDe OL -6 see%e5 SECTION B-8 l^ �. 11 � I �� i � _ —r _si T+s I / � Eq 1 P 9 / I - � � 1 \Detail I 5 _ / ,—Er + g otl b { o pl i g eToe tN � Both ds of butmenTro I'oE D ntletl p lysiyrene � - �� , TD { / I L Igwcll only I � � I � _ cpnsr + J I both entls of abut ^5 3' 0' totx 2 � a -- 4 � ��.I h f strip i ✓ µn 5 ae o{ abut with •6 Tot 5 I -. Ingwall only 'xl0a� }ot 3 � �' 6'.f �Ta+ 6 nt 3 similar _ II F Ion D-9 sae "r-- � _ ht DETAIL 1 /, 7-1�� $,:• COUNTY of KER ROADS DEPARTMENT BAKERSFIE 0 CAI �FORN. A ..-ABBTNENT: DETAILS `NO.1 :`l �� CL Structure 8 0 G Iv 9 ted _ Di AbuT I 2. _0• _ on'y; slop 120 __ I'-0'%12'X�I'_Steel -� reinforced - m t er Ebeorinq Pm.ro+ S;+YP Vertl I I / Se MISCELLANEOUB CETAILS N0.2" wltno t P f atlon � � sh t \ �CaR en _ _ _ _ Y2 r / f 2' 5'I 4 B 9 Pad sPa R 3 61/z' 14' 2' 4 Br9 Paa spa D 3' 6 / ' 14' 2' 12' S' (7 `J / Notsan �_ 0 m dons between fL b q D 0 i� omincl wldtM1 of bo d /t t I c between each pair f. dJ ni gl a � TYD at abutments & bent. See 'MISCELLANEONS r -Top of b ckwal� I` DETaLs No.z•snoo* & srruc+ure / IL i I I II I �- _- __ r- _ ___ - - I r __ --.._ �—w lil Itlt aim to r L r � EI v 316.951 Q brg abut I \ . pour. Sea Road Plans and 1 I EI 31T.318 0 Q Dr9 aD t 3 /� EgW T � 1 = ,I �, I II�LIIIIIII��I I I �M �'I i� I ' � ; I� ' � , ;�� I 5 and tl PI Hand II I y � ISee R d PI ns) — S I I � � ~- � - -� y I �� ELEVATION o+e A Notes BO -3n AbOtm T I mown, A FPr 56c+lon C C & 3-I tyD BUTMENi DETAILS -N L E F �r contlnuctlon. � �. FRONTAGE ROAD WWLOL L.I BRIDGE PLANS' �WW.,r I f Texture LJ ,Add •5 � ® 9' - II Abut relnf •5�tot 5—? I 'irD \...I tl •5 x 3' 0 t t 2 jj.� / typ L- � '�� / Bowe ea Tinto I — � � � � z.�-- tootlnq,tyP --' i � Brq ADu+ > f Retoinlhg ao� SECTION A -A ^Eupahslon )t See BO -3 WWLOL Z � WWW r I { C / ExDanslon Jt' 3_q / T iurar //Adtl S8 eR 9' S 604�� /.�AbuT I f � `5 J 0 18' / �. I _—_ —_— _ _ "5 tot T doweletl Into �' u` __ I � 'foot nq.TYP ... ___ I � � Tcxture � �� Br9 ADut Retclnin9 wall � LCholn Llnk Fence TYDe OL -6 see%e5 SECTION B-8 l^ �. 11 � I �� i � _ —r _si T+s I / � Eq 1 P 9 / I - � � 1 \Detail I 5 _ / ,—Er + g otl b { o pl i g eToe tN � Both ds of butmenTro I'oE D ntletl p lysiyrene � - �� , TD { / I L Igwcll only I � � I � _ cpnsr + J I both entls of abut ^5 3' 0' totx 2 � a -- 4 � ��.I h f strip i ✓ µn 5 ae o{ abut with •6 Tot 5 I -. Ingwall only 'xl0a� }ot 3 � �' 6'.f �Ta+ 6 nt 3 similar _ II F Ion D-9 sae "r-- � _ ht DETAIL 1 /, 7-1�� $,:• COUNTY of KER ROADS DEPARTMENT BAKERSFIE 0 CAI �FORN. A ..-ABBTNENT: DETAILS `NO.1 :`l f ' rE Br9 Abut \` - 1 Ce TYpe CL 6 see 26 9 - '. P-Lt� __ 1 �� A0� illi f 4 t t 2 i"10 r, tot 2 I fE 8 9 Abut ��j'I.1 `' - _ BB r/EB 11 - l _ i I 1 III :�\ _FII+ Y b Ir IIII�1 I � i 2 6 10'j / / 6 I e Y vrT-- �l��Vs { .I I I ��'-� 3 'ExD It � �back{III rlcl II � IIS o � � k5Jo IB'/ i i— Ij 3 8 p g oval) } 9 tot 2.:1 __ I m I ' �I . � x5x6'-o' @ 12" � � T x -. 'Z o I , '. _ _ z8'0G I or ugatetl II � � y � : " � LI I+s ofi t •5 10'f to ID In Abut I oily I Retuinlnog wall ' F r tletplls. I e _ i m ( I t11tY pening MISGEILANE0U5 � \ } s IB B3_\ I I �/ DETAILS N0.2 h+ s -go R -Dackw I be osT �I y) it �.� �"5 Tot 2' afiter girtlers �, � � � I�I N r ore Placetl \_ SIV. Constr Jt s I 10 12 I F Ralling not shown N II L m na re 'S 0 IB' / Iradraln 6000 / � y� - -�'S 18 OF R d Plans a d � "6 cont tot 5 T' �' -Jol+t �,/ ES lE wa erproofiing See SDeclflcatlon �, �I� -- \*5 D. els a 18 of � II - �, n+ ends nr poi+� � »e�ol�= J •5 6' .- - --axre �erncels' Aft N 6' � & i �d t Ik & curb a L S+ar dartl PVe Hantlrall II � 1 confl ura+lon 9 .. I ( n 8 ,012' -)� _ WINO WALL ELEVATION -- (Soe Hoetl Plans). va 12'-- -_ I -c 1 _9 II , � J i �OamProofiln9 � � I - �' i - "5 �.tlowels a IB'� I q: " s� le•-- r m a I to+. a 4 5/W I b� � � �� I M tl ain 6000 I 1�-a 9 0 Te i � W Speoltl tion I � s N i A/ � Iuu -WWLOL 5� N 9d ee of A 8� 12' \ / -AI+ e 6' \3-� BII I 0 \ / � � ' 80 3 \ 2/ C nstr li 3 \� - _- _ m� � � C L�' 12' � �•8 c 6' /'S +ot 18 9 Ta+ 2 Constr It /a8 0 j � �H5 -� /� y`IO for 2 +or I5 \ J }— � � T & -_ y -Texture B � �3 Clr � 'Alt 0 6' / � -.5 0 8' •5 12"' a _oi � I L T�CI�_ 4o p 12' 'AI+ n 6' +9 2'-0' 19' 3'-3' 2' 0' 3'-0' -^5L� IB' � b wcY 0 12' �Vorl BECTIOND-D SECTION C -C - - SECTION E -E E `r �. � ; D ei - 8 Note: �2 � 4 ForlocaTlon f section C C & D -D. ,.:- e'ADUTMENT DETAILS N0.1 d Zai l2� .g ".. _ � �� ^" ^'4 c Tv o .an � ABUTMENT BETA/R9;NB.2 F � ` �� ` � "� "DEPARTMENT CALLOWAY.OB/YE, UNDERPASS 1 �� `�I�� ) ROADS B RA/L IBAY, p€ 'SCS# r� �,� -�--� —\ % � DAK asr ab CAu roasla" B.N:8.F. � c �Z— �� n2 ,�� PUC NO. 7-B82. BB„ 8 ?2. i --- - - __ _ �- _ __- _ �-_T _ -- -_ ,- �� - 110 X 12 % I Sf I 1 fi read � Bert � Brgs�\ �� p Column @Structure �Golumn / I t eric baaring pod +oJ I8, I- f f i p see "MISCELLANEOI]S DETAILS � -� _4' C' ' � NO 2' Sht. r � _� ' �', D � IIID` I : � _ _ - � � �� I� � 2 •Il bundled (tot 16) � � Pero t t p b t i C i�/� � � O ` � o � Bent �� ¢Br9 � Br9 st6r opt tl 1 ft� O e T Iner pipo w'h r � Texture, sea �i � I ragulred - -- � 3'Chamfer MISCELLANEOt15 r I tvP DeraLs No. r eht:�>_ T— I p'IIT'�'I 10� 4 Sp @ 3'-6�/" q' 2" 4 SPa @ 3'�6/' 14' 2' I 10' I. I' 0 �I`\\ III.^ 9' 6' �. T� 6 A 6�- 9 _E -�. I 'TYpI . � _ IIt� 34' 0' l ' _ � - -- Keepersto be PLAN / + fte g d � Place normalto QDent ,�. ` placed SECTION E D °Il tot 10 'D tall I I �C tlult EI 3ii.169 Relnf sy Trlcal _ - " � I/ F f xTerl r L N I d I fE Bent 2�\ `about � Structure 2'allbund ed (�ot 161 �I � b gl d r t p eao'I Z dl \ � North colu it ` CE Column. � \ � � � � - - 6YP � G Bent 'Textur 111 � Colunn EI slomeric r /^MISCELLANE011S � r� I chamfer - brg pod S� DETAILS N0. 2'sht. o + _ � % � . I _ P -o � � �r — � — sJ� tot to ,� � � IT ��jj _1 R. I,_C. yF,,- -->� �_ � IaP w/a 1. tYP R 9h .. I r � WoaII.L I IBee YP p _ f It \ IED Jt i -Mer � Id _- i � �� T tura Road Pans Ond mF � � Sn t t 5 - ( W ', + � - _ � ` ` Ill + to I _ I— s tot 5-� Ea I p°mailer � � II _ �@ 5' max 13a 2/' _ , _`U 3 _ - 13 2'/ "i 5 ax ': a5 � to 4 Dent.: "'fff"-. � _rs= � ITypI UP SJaaln9 1 vP��o erg colli i : I I 1 ! To Pullb e-� A -. mall �toi 23 . Roatl PI nd 1 � � o spl Ices, +YP DETAIL 1 I �n � � (ORA IG t+RDli'I sht and y..' c _� i -4' P fYs+Y'ene i i j 9 0• ( ITYP) � at col. faces, - �i r— <I � � ��--- aee , � I 1 I - -- - Pawemen+; 7 I - _ — --rr- � -- - — _,. _ Rs � al d ow I /,•� �\ R 9h ed _._ i I Yi .. I I, I / �� .top & bottom umatl �.�f� I �� acn.,t Jt ITYPI 1 � til 1 I t �' � � � =.a 6' max � - a6 tot 34. — +ya � it �I � - E E of a6 to* J8" 1 _ � = --"9 Yot 6T � rE Golumn I -'9 tot JS cL "57 All arountl olumn;J v J �— tvp mooK aro a +oP o ��r u 13 &. bottom. ma+) � Column ..... 0 _ \ � I g, _0. I u 9, 0,- FT 39 // h' _'II — � ELEVATION `�I.l �\\J / j rE 4olumn. V �. -'T7� K � SECTION C C 8 p, rL� C�Re 1 1 J PI h k % �� v � pipe �JI�� S + Ise Pba � —1 _ - _ ! € sant E� --rl- sent �r I--�`��B t � I � I b+ 1 0 �� t I � � �r I � �� PI e noon � � Iff �-PI h ok radial •ol I tot 23 I �� II It fK Beni.typ � 1 � II' t fE C Iumn.TYD a E3';" ®35oli+nn � spl Ices � Nora l��" � `_ Bant footing F " SECTION A -A n Edge of cop gECTION D D Right I h SECTION E -E # /z"= /.: 1411 ht I g / �/. �g is'9 a\\.. couNTv. of rcEnv BENT Y ' 1 GALLOWAY OR/YE UNDERPASS ' � (� ;Ili ROP,DS`C�EPARTMENT � S 5� �'�" �C n � - � � � O B.N SF. RA/L WAY BAKERSF IELU CAL FCRN IA oaS eZ ru on�ai ..No ro eo ruxt p � ' �- =� �� PucNo seazee 1 - - - - - - - - - ��'- ---t—�-- � r , a I � , 1 I � Se I LETAiI$ NO I h et %^6 + Y 6 PLAN / + fte g d � Place normalto QDent ,�. ` placed SECTION E D °Il tot 10 'D tall I I �C tlult EI 3ii.169 Relnf sy Trlcal _ - " � I/ F f xTerl r L N I d I fE Bent 2�\ `about � Structure 2'allbund ed (�ot 161 �I � b gl d r t p eao'I Z dl \ � North colu it ` CE Column. � \ � � � � - - 6YP � G Bent 'Textur 111 � Colunn EI slomeric r /^MISCELLANE011S � r� I chamfer - brg pod S� DETAILS N0. 2'sht. o + _ � % � . I _ P -o � � �r — � — sJ� tot to ,� � � IT ��jj _1 R. I,_C. yF,,- -->� �_ � IaP w/a 1. tYP R 9h .. I r � WoaII.L I IBee YP p _ f It \ IED Jt i -Mer � Id _- i � �� T tura Road Pans Ond mF � � Sn t t 5 - ( W ', + � - _ � ` ` Ill + to I _ I— s tot 5-� Ea I p°mailer � � II _ �@ 5' max 13a 2/' _ , _`U 3 _ - 13 2'/ "i 5 ax ': a5 � to 4 Dent.: "'fff"-. � _rs= � ITypI UP SJaaln9 1 vP��o erg colli i : I I 1 ! To Pullb e-� A -. mall �toi 23 . Roatl PI nd 1 � � o spl Ices, +YP DETAIL 1 I �n � � (ORA IG t+RDli'I sht and y..' c _� i -4' P fYs+Y'ene i i j 9 0• ( ITYP) � at col. faces, - �i r— <I � � ��--- aee , � I 1 I - -- - Pawemen+; 7 I - _ — --rr- � -- - — _,. _ Rs � al d ow I /,•� �\ R 9h ed _._ i I Yi .. I I, I / �� .top & bottom umatl �.�f� I �� acn.,t Jt ITYPI 1 � til 1 I t �' � � � =.a 6' max � - a6 tot 34. — +ya � it �I � - E E of a6 to* J8" 1 _ � = --"9 Yot 6T � rE Golumn I -'9 tot JS cL "57 All arountl olumn;J v J �— tvp mooK aro a +oP o ��r u 13 &. bottom. ma+) � Column ..... 0 _ \ � I g, _0. I u 9, 0,- FT 39 // h' _'II — � ELEVATION `�I.l �\\J / j rE 4olumn. V �. -'T7� K � SECTION C C 8 p, rL� C�Re 1 1 J PI h k % �� v � pipe �JI�� S + Ise Pba � —1 _ - _ ! € sant E� --rl- sent �r I--�`��B t � I � I b+ 1 0 �� t I � � �r I � �� PI e noon � � Iff �-PI h ok radial •ol I tot 23 I �� II It fK Beni.typ � 1 � II' t fE C Iumn.TYD a E3';" ®35oli+nn � spl Ices � Nora l��" � `_ Bant footing F " SECTION A -A n Edge of cop gECTION D D Right I h SECTION E -E # /z"= /.: 1411 ht I g / �/. �g is'9 a\\.. couNTv. of rcEnv BENT Y ' 1 GALLOWAY OR/YE UNDERPASS ' � (� ;Ili ROP,DS`C�EPARTMENT � S 5� �'�" �C n � - � � � O B.N SF. RA/L WAY BAKERSF IELU CAL FCRN IA oaS eZ ru on�ai ..No ro eo ruxt p � ' �- =� �� PucNo seazee 1 - - - - - - - - - ��'- ---t—�-- � r , a RMISCELLAN�ODS tYp I Se I LETAiI$ NO I h et %^6 + Y 6 C t h f --"5 Sti p PLAN / + fte g d � Place normalto QDent ,�. ` placed SECTION E D °Il tot 10 'D tall I I �C tlult EI 3ii.169 Relnf sy Trlcal _ - " � I/ F f xTerl r L N I d I fE Bent 2�\ `about � Structure 2'allbund ed (�ot 161 �I � b gl d r t p eao'I Z dl \ � North colu it ` CE Column. � \ � � � � - - 6YP � G Bent 'Textur 111 � Colunn EI slomeric r /^MISCELLANE011S � r� I chamfer - brg pod S� DETAILS N0. 2'sht. o + _ � % � . I _ P -o � � �r — � — sJ� tot to ,� � � IT ��jj _1 R. I,_C. yF,,- -->� �_ � IaP w/a 1. tYP R 9h .. I r � WoaII.L I IBee YP p _ f It \ IED Jt i -Mer � Id _- i � �� T tura Road Pans Ond mF � � Sn t t 5 - ( W ', + � - _ � ` ` Ill + to I _ I— s tot 5-� Ea I p°mailer � � II _ �@ 5' max 13a 2/' _ , _`U 3 _ - 13 2'/ "i 5 ax ': a5 � to 4 Dent.: "'fff"-. � _rs= � ITypI UP SJaaln9 1 vP��o erg colli i : I I 1 ! To Pullb e-� A -. mall �toi 23 . Roatl PI nd 1 � � o spl Ices, +YP DETAIL 1 I �n � � (ORA IG t+RDli'I sht and y..' c _� i -4' P fYs+Y'ene i i j 9 0• ( ITYP) � at col. faces, - �i r— <I � � ��--- aee , � I 1 I - -- - Pawemen+; 7 I - _ — --rr- � -- - — _,. _ Rs � al d ow I /,•� �\ R 9h ed _._ i I Yi .. I I, I / �� .top & bottom umatl �.�f� I �� acn.,t Jt ITYPI 1 � til 1 I t �' � � � =.a 6' max � - a6 tot 34. — +ya � it �I � - E E of a6 to* J8" 1 _ � = --"9 Yot 6T � rE Golumn I -'9 tot JS cL "57 All arountl olumn;J v J �— tvp mooK aro a +oP o ��r u 13 &. bottom. ma+) � Column ..... 0 _ \ � I g, _0. I u 9, 0,- FT 39 // h' _'II — � ELEVATION `�I.l �\\J / j rE 4olumn. V �. -'T7� K � SECTION C C 8 p, rL� C�Re 1 1 J PI h k % �� v � pipe �JI�� S + Ise Pba � —1 _ - _ ! € sant E� --rl- sent �r I--�`��B t � I � I b+ 1 0 �� t I � � �r I � �� PI e noon � � Iff �-PI h ok radial •ol I tot 23 I �� II It fK Beni.typ � 1 � II' t fE C Iumn.TYD a E3';" ®35oli+nn � spl Ices � Nora l��" � `_ Bant footing F " SECTION A -A n Edge of cop gECTION D D Right I h SECTION E -E # /z"= /.: 1411 ht I g / �/. �g is'9 a\\.. couNTv. of rcEnv BENT Y ' 1 GALLOWAY OR/YE UNDERPASS ' � (� ;Ili ROP,DS`C�EPARTMENT � S 5� �'�" �C n � - � � � O B.N SF. RA/L WAY BAKERSF IELU CAL FCRN IA oaS eZ ru on�ai ..No ro eo ruxt p � ' �- =� �� PucNo seazee 1 - - - - - - - - - ��'- ---t—�-- � r , a _ __ " -- - ... - - - - - ---- -- ;� � Br9 Abu+ I Bent 2 , ' ... r � Br9 Abu+ I Bent 2 G f Br9 ADUt' 3 3 Eq I paces '. i2' 4/i ISpaclnq f /2 (Dint ih walkway) � 3 Equal sRaces 4/ (Spgcihq of /z JPlnt In elkwoyl 1 �� _ `l2 �— .. a I � 6'-I'Opraln hole. TYP I Fxp Jt �Detall 4, See 'DECK PLAN & DETA LS N0. 2' sheer - i .. �w : i ,. _ _ ... r> I I , Detcll3 Ses 1 L—_ � L- I. SIL � IV `'/ llll - ._ --1 .. '. 'OECK _--_ _ --r -_ — --- ___ _._ - -JIIL PLAN &. CETAIL5 No. 2'./ - - IIS- __„ ___ ___.__ I. _ ;I.�.: _ ...- ...r - - _.._ '. I. .II'.I. -_ - �_ '; .I D ' - sheet: 1\ �I A .. I I ..II II L .I ;; 21L .�-J 1 ___ ._--- _-IIL_ __---. _ -__ �- -_JII ... �. _-_ _ - __ -11�_ .. __.________ -.-..., i _- ._ ,._--_______________, 1. .I I I. .JI -_ .1111. --_ II'.. ": 'L------------ .1111. .-1 I' II I ...;-. __��II�_-_. _— _J I -JIIL_ -__-- __----__JIL-______- .___ ____-___JIL--__ ". __- ,� -- _,i� --- -� •I I1,. I IIL I L JI L IL � t .Ili l• __ __� I �St uctur., �A� _ I_ ___ P- - J L_ "_ - = � - _-.. .III. _. -_. -- IL. -- ._ n\�. _ - _ _III. — _-J `�/ 1 L____ _______ __JIIL- -_--______-__--_- II ___-___- -_---_J l:.�ll L �J __.. _-___ � --- _ _-pIL -. _:» I A � ..II. II __ ___ ___ __ - ___ - __ __ - _ �... III, - I T__-- Jll Y I� ,il II JL- JrIL _- -'-J II' : __--__ ��- __--__ --- -- __�-- ___ -_- -� - ___-- --__ -__ - -_ J'I__ I'i � JAIL -_ _ JI --. __________ _____ _ _____ 1 ( 1 I _-_ -___ __ �.... .�1I �I� -_ - I hole. tYP , .VIII II I' -iil' I _ �__________________ __ _____ _____ _._.. -_____ __ __.-__-. _'___ __ _'__ -_ -_____._- For walk & rb tle+al s, -- rK 0rg Abut I ee 'M15CELLANEOt15 DETAILS N0.2' pLAN Y f2 Brg Bent 2 ' he6t 98 0 2' ' = 20'-5_ 29 5" = 10'-0' o lo' Max 24 g 5' 10' 0' 0. 2(z 20'-5' - - 4' , [ J TlrruO . -4 e -._-_ -. �� T � IIS- _- -98 � �� spacing De tcll2 rr+ I _ Se DECK PLAN �� - ._- � & DETAILS N0: 2' � Y � A sheet. 1 1 8'(Typl j— I I b b P Y C.G. at I I _ p Tress ng steel 1// 1 - F m N m� _ _ � / 11 QHolddown- '�� QHold down 23'-4' I' -01/z - 2' 23-4 - In I hr m CE t tlaP cg -�� --._ __ � - ' ]2._411/i - _.-. `III �' SECTION A -A f) r�eod a In+ mgpn e, `r i � r } CBr •5'Jgz� I/pne rod 'I `�3 pHl t raj mH 3ra /�a T4 tXq'-o°� - rse I + ve toe tl tl g s b +Ir r ' s• � Hol hwcY +le rotl +hr a a IDDI t DI q nown t II FIII \ e GIv IC I/zX 6'%6 antl grbut � , 4 0� e. 6 +le. d h wlih hrink 2 Ti PI. al. I' Min ,_NE � � -� grout & re plug hole. TYP ..� � rya X� X3 K Yway �ly d � 6 Flllet. (iYDI I i � � D toD o{ 341 hole --��"� Epoxy e "5 Tot 0 � m - =9 1 — grout i SO E p d fi o£ ter o gI d r CE I I/ Qj DYWIDAG th tl C Dr i d gPl ITh g Iv f o % 5 ,',� To+ 2/ � e• SO \ � OYWIDAG T h 9 IP i. $� C T s+ran0 here G .out fill � C out seed Ten I t 30 klp logd. Bur p t di 4 thr ectls J- (� � Docket tl er aft r +enslDning. SECTION C -C z$ DETAIL A pETAIL B tenslonlnq � BECTION B -B N te: �' , @ TRAN8VER8E ROD DETAIL o' 1 t rmediaT di agm shown e 7 ff. (, ^� � - �+ sDh End dlaDd agm Imilar .. 1:7 s.� e�gs fir?` w„\ �` � ��. couNTY, of KEPu - K PL N i DETA/L8� DEC NO. f p �� `ROADS OWAY OR/YE BNOEBP CALL A88 � I(- I� � 5 DEPARTMENT_ fi , �� v ,,, ��w--- %� � "� � �,� ��/ `� O'B.N.S.F. NA/L WA Y, $` �+ n:. .... oma nvR � � n o_ �- � aarceasel ezo. ,call FOHNia E, ,. POC NO. 2-BB?.QB I 8 E � o>� ._��_ zap �.� ,' � r.aV �, � � 1.2 ' ... r 4 � ' 0' �" PRESTRESSED CONCRETE NOTES 3' 6•. ]y 3 � 1 M i I 0 6t ctt f t d _ _� 2 0.6"DI X100 2i0 KS � �� D #'oq t t : tARhAM I# Rtl y P str. i g T � ds -� E gi I: g Ch pt 8"P + li P t d C et /• tYD Lz '/' Ch f � aTeentl of each o ' beam 0 g+ [ � i I p. 2 C t 6000p11 28dy 2.. 9. fi l 5000 p t TI 6 of- t Ing tapcee /Lifii g loons. See decal � I ecesse � __. Ji55) 3 UI p I yil d + gth # rD and k I � TYP � \ t. h t I h 3 500 p I I 26 d y - -- " - 4 M 1 sl f S g t I h. Y •sly, @ 12" � Prestress n9 � \F � 5 All t 9 tl / di i i - noted / ISea ate 21 � I/'Cir � trand N Nu D I Darenth I I I t Ith Dltl t t qrh {s 270 ksl '/g'ItYPI � ', / Is h IghT of str tl I d +he I t 19 +ASTM - `. - In h s above beam doi um Ina d Ig. tlo A416 , / 61 Iii I p si 0 TS f 31 000 Ib p r t d. 3 k5 T rcd hole �II 3.1}T�3• i N p} i fidr t d fi d b ASTM //E - —_— diaphragms � D(9t d Ig tlo A615 G do60 F D I tI F I FOrdng N __- _L.In t l hallb p r CtiapT T nt CRSIM ual� 5 I/z LIFTING LOOP DETAIL 1 t Si nda d P tlbe. " _ \TS "'•'• : ��a 80 tl I ad: IA ed bounds par Ilnaar F t of ono t kI m I Datum II .- �f /a' T k 350 II Dove Dot+gm of Deam 8 II + ¢545 HGFIDCBA ABCDEFGNJ � 9 A's Walk & Rolling As0aPDIIoaDle "5�,�@ 12' 318 2I-4'�4. 8821' 4� 3' ' --For d + II + 2'Clr �"� to 21 '. 9LI I tl. C p E BO ' ✓. h wn see interlo _-II "' \ISea __ 5XS 3'@ � 6'Max 800 b cm section �--� I—\ BTRAND PATTERN DIAGRAM FOR I p is I Iq T q \ I/z' D fulllengih \ 4 C t tot 5 INTERIOR AND EXTERIOR BO% GIRDER � � 2 p groove / l0 4l ret f pt Id t h Iib t 11 ted � ��- p 3 In at and adg 4 pT nth lea noted. TYPICAL EXTERIOR BOX GIRDER SECTION. - - 4 Cont / tot 2 STRAND PATTERN BETWEEN HARP POINTS II'Top of Dox girders toh v ste.,l float finish. ,a _ 54 STRANDS A9CDEFGf2,91 HL2,46f J(S,i,9,ll,13 S,IT,19,22,61I 2' Clr ' STRANOPATTERN AT. ENDS sPECIAL NOTES.TO MANUFACTURER �� 54 STRANDS A6CDErGl2, 41 Hl2,q.6I J(43.45,4T,49.51,53,SS,Si.59.61) ` __ -----�� s l��s+IrruD I P d n n Procedurasa d dl I I+ I s for t f P T P T d D n u 3 6' b ad Ihuh P + dC t �?/ ,. � tit t - M IMNL 116 f 0 IiTy C T :. 5X3' 3 _ 5] V }0 5/" O � 2 M f T Ilf h th QI £ T f 6 M \-jl- 5@ �I r 6 \ 4 U,�'�Stirr up d Iltl I g f F Ip I T ti g b ' I d I n t ih d Ig 9 f h D th �4 50 @ 6 9 � 4_Dar spaaing — -� d 1 sh ' h th t { t I gth *4 C n1 to+ T- �� 2 -a' �� - m � q 1 d � ac+ for I I h rT I g shrinkega 5LJ int q— d f t . G t tl t ih so , T� _ io i , 3 /x l ti r �h P Y th d wing , , �. j•S.n'Stirrup 3' Typ ___.__ -, .. GanT toi 2 T 3 A It pp rs It d to The' \I { }uo�er s facdllitlest hI h h he me ' 1 t i Ity cs the pact h thl DI ' '� '� Beni nsid tl t ap 1 D b I 1 ,.by Dlh " _ (-"9 uNSTirrup l I a f t r ary p 1 s Ith th deT II _ � q LF r stl uP spacing d q N c g l th Iota Tlon of fha owill � � -3'p" e 'DECK PLAN & DETAILS rE Brg � Brg top row of t d be permitted. ': m e - -I'/z' � N0.1"sheet. 10/' 'I' -0/z 9 Aft i b a - f t .: h Ilt I h '. :. -- clr o "m DETAIL Z � /' ep d it f h A5 BUILi d + Id g Typ ,_p q � ;. for the BNSF D i fll ( r Electrenlc CARD fuel 4 _ y^ Fq• � -d _-^4 Cont tot 2 E.F CA Brg abut I i/ If � I I' T/' 5 W Idl 9 f { nt I P h Dit 4' r 1 I, 6 R I f inq b pp rt If d hallb CI s I, � ' . 3' TYP I' Dae Ps 5 Deep-- � PI tl Pot t d d c w th Ch Dt 3 of •9 Cont tc+ 2 races\ � 6 � J� ' +h e + CR51 M I f 54 d d P tl '. � T M f to h I D D k p 1 1 9 t nds II I/i"clr' I� I I ends o£pbe s Il rosin Idg e sos Ith epoxy g@ t III i N I P � ` TYPICAL INTERIOR BO% GIRDER SECTION III_ r(GI d I j � �._�._a^ r1 I � �_\ � _ I � __ 011, I � r IL I � ' NOTES: III vl I � - II I I E I. V Iddd e I & mu t t De II I III L- A a Y D I tl I di 9 pll of Id forms. � I'1 �I �.. � I $„ 2 5 D t xt 1 eb & Y b t ft I by areaded Place To miss Joints rectae - 4-I B,I /J- \ 81 � , 'De '4�q 1 ' gA I D. See0e Tall I'MISCELLANEOU$ DETAILS I' � T QT nsver p EnO� lq� � I � • H S N0.2 sheet. tie rod hol rete 5 f x tl .I:{'r �.Tr rse NgT@A 3s� face f t riot beams { z,_2•,,� tie rod hole. tyD For locatlgn of datnil 2,3 & 4 Sea' �= ETAIL 9 only. TyD @ ends 'DEGk. PLAN & DETAILS.NO, I'sheet. C�'� �0, � 5 �\ COI,VTr ;Ov RN :DECK PLAN ! OETA/C9 NO 2 ". " - � l �`� _ � j� GALLOWAY OR/YE ONOEBPABS I �i ROADS DEPARTMENT �:— •�•^, ,�,L4-- � °N c c � \� � �\ � Q B.N.B F BA/L WAY 9•fj` 7 .:aw•. � za j a z�_xoR.2.. RAkERsI- ELD, _AGI roRNIA � .o � PUC.. NO. 2-8D2.BB , .a. o T z s' o. e ao .�..• a�., „E _ ,m" o�S 22' , 4 �Brq abut � Bent 2 ASPholt lank, tYp � - III I I k - ASDhalt t}p I� � � � � � M1I '+ ti Y I plank, }- I Ste I (f ad. � - III I 11 � 16 � �I I el0 t e I Drg pgtl S+eel plate. typ- -p II I � lL`� under the grder, Typ 1 C 1 II �... 111 II _ C � Box 9lyder, typ Steel PI t tYP � III �� _ li I - R I I r ' a ( � ��ji F 1 111 r � J f � � -2 - `--- - I : 2 XB i sated BF Ph It I re9nated II N� 71 rough bufter� � P Ib and N I i I..1 � -__._ { - -� 1 _ I f x A -. .1411 � Box Glrtler, tYP � J�_=_ 11 � { II.� /Its %8'0 / 9a vDICt t �. s � "'' L 11 /X',l D I I D washers � e 18 OC --, 1 �' sph ( I -R bD I d IT v I� � St I int oetl ..j r - - Ij 11 T��,. � m YP ` b t er br9 Pad � asPhad DDD tl2 -I t d tri F un0er th 9lyder ITyP) �II I D �� -� � --✓'SIL W -- below + R atiutme + :3f6 id e PART PLAN AT ABUTMENT PART PLAN AT BENT Asphalt p k vek, J `Ib GA g I gnizsd IAbutman+ rubDerizedasphat .steel plate 3 O'wtle 0" x li on berms cAbu+men+ I shown. 3 similar) 0° x Ii bs r! ]/ 3 IDs nt B 9 S.Pips Q Bani 2 2 Y f% thick ' 3 L y ofi 0 1 ph It pl k - ��rE 8 9& pipe Dhl i pdeg t d 3 L y f 8 p I4 pl k 19' : Steal l2 '/ x0'x2' I DI t w/2 3�1 thole + s / Si 112 j' 8' 2 6' D b ov pl t /2 3/ �h I i �y Yh 21/ typ t 4 ut pl II y r of 8 % % �� 2 2 Ith 2 I/ {Ys h les, typ � � out s plu I I t I-31" / tholes, g;phalt plank on top - � / R bD I d 8"%% PDaI+PI k' t D� F / � I� �. � / 0 2 6: / -b 1m Ph I+nem / I�a St I 0 k /z'x8'x2 I / EI t I 9 Pad pre -.�,� _ TYD PI � /� /Elastomerlo brg potl 2'Clr \ � / I w/21%'( hales, tyD Z �I t tl strlD CA.54 6r BDI. v /2-II'gholes. tYD +1P � � I �' r � of b ane Ith hex t. Swadge in � r e 3 10 Id w • ,. bottom 2 0', 4YP - A Ph It panok ovor / - I �i - —! 13/ Qf Steel d ``� _ bb rol�zed sDnat � Is cA g I I a - o�� lesser om I h h 5 edge B bee fs oel plata 3 4' w tle _ _ � 'Exp polystyrene 8 x /z" o bs - bottom 2'-0 . typ _ .i Restrainer Lype.A L � 1. I'Expp lystyrene _ - - RECTION D -D t II vo d with p y--. _- S T erse tl rod hole _ R trDine TYp B —_ I.IF; 3/i PSenetlul 40 pipe / Tran rse Fll old.with bb hea asphaltIn. with %'x 5' x 5"W- � tie rod hole =0x4'-0' � the. glydor porilOn only,tyD welded a bottom, types - - tot '2. typ---- - �31/i P1 Schedule 4o piDe. tyD r' — - � `�� \.......Fnl ' - D q Daa i+6 aDD 1 ed � Wmstom Iih II fn Dole. tYP aid a I I he 9lyder Donlon N o. /I lOA�of IP -- \ oYtyP \\ x8 4 B t 2 +YP •0d0' + / —G�"�OD.ot IP Pe iI �_ 13S' N ok r10' -Tall. TYPi �R t I TYPe B to Tall- � D.D. of DIPe � � T�TT°� � \ s8x4' 0 tai 2� - '� - � EI I Id Ith Po y 9 ut. 135 �N � ///gECT1ON �� 6 �Sohedule 90 p'pe wlifi t t D +t of elasiomerlc Drg / B -B /'% 0'%.8 R � ' potl only, typ Bent cab ITS � a welded at. bottom. typ. , `e SECTION A_A.. ' ,H; n / z �.I�-0 !. e � s- NOie:For location& size ofi: Drg.Daa y . -under the. 9lyder, see'ABUTMENT DETAILS NO. I'. Jy4 -':'BENT 2' & MISCELLANEOUS DETAILS N0.2' sheets. , �S , ,� � i vb 1 � i ` c_�s v��w,, ".; � � �„, �� rquNir. f �LRy _ A//SCELLANEOUB DETA/L6 NO. f I 9� '� _. CALLOWA/ OR/VE' UNDENPA88 �� ROADS DEPARTMENT �s.v.ss.e��cwar, g g; � BARTesr i D �A_,EDRm'A vod-No. z-eaz:ea ^a ra—moo^ zoo rs ;� � t .`, 2'-6_ � � �i ctlon of eld Detall2-- #R s I% ceDf d _ �� iG'J, ,P netrailon I D / •4 (� 12 : 2/ fior..4 n9th a+ ea h � 1T� � 2/ I X 3 P S min r45 � � 4 •B & •6 Ralnf only t o d SII @ o }. �, J' Chamfer. tyP � I� - S a Detail V i I 3 P s �. P wet d D d9t F D 3 TyP i%' t t d p u91 Fir. ItFI 20tl 9 I 41 Run off end of �� — � P n d + rb e Is' t m X iTi /z � -s Eqp Dar , �� _ Datgn 4 �n_ I+a zodt gal mis n ._ b r oa n 4 I i e x y( 2 Lay fi/ aTM1I k I: 0uit d t b d fI 2 L y f /" thick sph it D I 2. Buti Id t be d i fl h i p sitlDn 15 12 � ph ItI panel 3. Lap D t b c d sDII I �� /� ZSR bb i d Dh It 5, LaD D dtp Do oq al in slzel To tsO ral bOwn Vim- `'4 tot a -- R' bb 1 d' sphalt b / Drip g ova � I Iz �� embrona a / A ph li pl k VEE Og00VE WELDED .SPLICE OPTION fall lens+h __/ r• rubberiz9d aephali' •5� IZ -' �`` AT .INTERIOR OF SPAN AT ENDS OF SPAN - 1 DETAIL 4 /Sam I D Ing & matarlal bpxa9lyder � - CPQ / a sPl ashpwn on Plans '' - � -C" s -WALK ! CURB DETAIL 1. � � ' I �0 - Inalvldaal hoo s, made coo+ naoae wl rnIooz WALK & CURB DEjAIL NOTES: penetration welds, may be SUDsiltu+ed for spirals I I C a & W Ik to be Caston Drestressed b Ft r I of 3 3' 3• 3 BUTT WELDED CONTINUOU8 HOOP OPTION t d e detensiened. Bond new con t t concrete IS //.� i ---_.Smooth edbeam by coating contaai area w th epo dtlhesiva. �� / r f o F h ncrete must ba paced while Dond coat Is stllltacky. I � � `-5 ugh Start fi pitch w s No+e: W Id t b flaretl arfgce In direct pnsrlown 2 Preformed / X6 asphalt e pension Doard io De placed '� weld I ed +o n to d v da c to the umber of equal segments shown onch p ral unit„ � i n look 0� ving: a./' lolnt In walk. ' o a \\ % DI tion of weld �, rL Pae+ ,% ja"U D It .3'threatl +a+ 2 � Hex n t d �--M ncrete cover specified � '� / 2. 0.0 I t cher Run t{ d of �y-,�/ � & •6 Reinf anlY ' / Vent � � ': bar as shown FRACTURED FIN TE%TUBE DETAIL 6 II/z I�aX�XO 8 Ith a � �12•Min� � �� I/ mhol 5 Ctrs . � � I Jam nui & ut washer '- lap long+h I'+Mc p d V � Br9 pod WELDED LAP SPLICE AND ANCHOR OPTION e % ^4X0.-10'toi 9 Tack weld- — Z 1�T-� � � St t' f- It h when Whear key {lied _ � m' 1 -� Br9 Id I a to `°I cnchor spit I It clp shown m epoxy 9rou+-_._� � -- * I%'0 hale_ — '...,. �t o example Dory ' ' � OE DETAIL 2 _ POBT ANCNORA _ I._-�_� - (CHAIN LINK RAILINGI I �' Imo' II' 'i i /g' i : Y : � u n : I 2'YS Backer rod � _ PLAN -� yP . c 0 (PolYethYlane fo m> o - (.. ��Bar tla (TYDI E I I ghat 7 o � I s + D tt f 9lrtl --_ --� ' & tl tie - _ d holes. --- - PCb gl d � MECHANICAL LAP SPLICE AND ANCHOR OPTION � � r � \ 6 � STo9 I f tl t I ' � Br9 pad j^,y �� \ / BAq'BPIRAL BPLICE L SPIRAL ANCNOR AND NOOP DET81L6 '� � �v, beorl g p d Grade 60 J rome+er era L minute Itf >y 2 I4 G g pl te. _ ,� R; /e m_��\ Filled with � _ Br9 seat i axy grout r--�-_��L'� ' � DETAIL 8 �' ' da �, p, Bond with appxy— gECT10N t 8ti. ', ::. '9 NOTE f BEARING PAD DETAIL B �� cl d t b t d ao- tl b tring a � '.. '�, � 2 g rsacps Dot tD t eeda�l cent ver+c I - .yea � �� `�� M/SCELLANEOUB DETA/LS NO 2 1 �� CWNTY fiRN E xo I s. ip � A �..... �� a\ OW Y Y U E ( r vo 0 34� �� ADS DEPARTME A -BBi E NBEB • i 1 .L. .. .�o .a � �' .'Ub�— � w±.I 1 / LLO B.N.S:F.'NA/L WA.YPA %.. RO jyT cA BB //�� ' A yy � �`�" BAKCRSFIE4D. CAE FCRNIA - �:S iY'.. -�- �=%—'x�°¢-'�" PUC NO. Y-SITY:SB i aFs-2zx!. — — — — (j � a �� e -_ , 2 4/ _.. - � Q Brg Bant 2 Brg Abut I&3 �� `f2 rJ � � � � `. "� _.,_ :. < ;:. ..: '. I -See De+all2 l - � � IB � �. __--- _----_----_--.- I 3 5 �M--o 13 Ea spa e 2'-3" 42 9• 1 0"� 24'-2/z' � ' --��#FF"' -. F-�-- _ � Not A Hea p d y hlft. p t. d' I f aht ss ary to locate inserts Ino act locations showns /q'fl Holts a eio be supplletl INSERT LOCATION DIAGRAM with +ho beam. Bolts are To De Threaded full length. BolTrgrlp Includes o p •-I' lock her. Inserts are is he on the p islda of beam only a shown: - er �. i< I -0.. ' --CVrD & walk an girder I� �_�" /i I/i t b r t 9I tl usl 9 0' 0 t Id hob m. U �� i� � T od e o wa ck sher t a h bolt _ �+k \ � - T ._ jla •X I�� ____ '. \� IE,y Slat m _- 'may - �-1'% 6'Redwootl plank I � C 111 er+ Ith % 0 8 I / � � 9 blth ' Bar 3" % / X 0 T/' (Bent) / Y = p 1— w -See Getal I � // t9 � 0 9 w h e b I IllTi to � G I anlze fi fabrication. - o ' - z apac +y { I t +o be - t - � � \\ 3.000 lbs. Minimum. �� I��, 1 a P tecTlo 91e 6'H.6 % �/' �. i- / � � '. Ga vanize efierfahricaTlon.- •%�.:_� f � Girtler sofiflt - /i Bolt grip ' o: .DETAIL GIr•tler spfilt s ze _DETAIL Dt O$ Y o.�¢ RECTION A -A �Z to ? � � rr as�� D / °"e � _- oulury oI�2Eery 'O/BOER PROTECT/ON OBTA/LS .r w .�\ `�� GALLOWAY B/YE UNREBPA88 a I� i i�� '� ROADS DEPARTMENT `` ... ... �t uw-- ��/// � J� �` . @ B.N.B.F. BA/L WAY %i 1 .�... z4 �. L�� Bp KEe SFItL6 GPLIFORNIA - FBC.,NO. Y BYY.OB. a^7 s -Y2 y'. e -_ , -- �` - PL StruoturB CE C IIowOY Drlve � , 43'_9 Sta 9{61.94 � St IOa94.05 Sta Ila TS �- —` Elev 383.88 Elev 384.03 STc IJa25 a0.35%" Elev 303.61. aD p% Elev 383.31 I' 9' 36 0' S 0' � � 0_ 10 II /`: � - SFW i ' PROFILE ORADE -"ILII 14 0' _ No Scale Iso' 0' _� �� I Ch In Lt L Rallin� J Cnain Link , TYDe;3 Rolling. � P oHle� I ` Type T Gratle �. _._ 198 2 ..\ 2% - � B0 - (Measurod along Protlle Grade) � EB � - � CODareto , 3y < .Barrier. . r I T � T 6 .I �� Bawler, � J - ��. ¶ � � 10' Rel ca+od Type 25 1 � oll pipet e - r i J \Fl SONit�� ` CIP/PSete -'I � afire Con I "Handrolling i (9e Road Plansl 2/ ' TYp n � 8i �clr 1, I e Rox Girder "" L_T Concrete _._ J I L � - 1E 2 % Bawler AbuT 3. Abuf I Ls J_ T pe SDE .Concrete Barrier L_J YY Pldnsl \ o e ISee Road T pee 90E. Ben+ 2 ho �dscapin9 � Finished Datum Elev 340 (� Road: Plansl TYp � Grade ELEVATION - 1 _I- --1-_ I _ I TYPICAL RECTION PL Calloway tl 1 a `j INDEX TO PLANB � R 3500' SHEET NO. TITLE SII - GENERAL PLAN _ 6 sRoad hPl ns' \�. 10*9485 S Profile C ode_ S12 - DECK CONTOURS 399 04 45 rp C II way Drive ( S 5 FOUNDATION PLAN I S 4 ABUTMENT DETAILS N0.1 I � - - f .III �` �- � SIS ABUTMENT DETAILS N0. 2 I S I6 BENT DETAILS ND.I u� I I � II _. _ � �/]i S -IT BEN' DETAILS N0.2 f � � � � -� I Ik � / � 5-10. TYPICAL SECTION L S 19 LIRDER L YOUT j`fj� EBI 68 je 5 20 CHAIN LINK RAILING TYPE 3 �I. II I I III j I I I I%I `�I I __ �r�78�02 5 21 SLOPE H RDSCAPING DETAILS J I I I III I �µ� I III �1 I - � - 5 22 LOG OF TEST BOaINGS - _ -1- _JL aNi - m-k-V-IN-I� P 41 �r d � iHh � \2 10 /_ I I III __� + �I�S 89r Di 9p. E_ � _ll_L ._�_ -E CL STr�otuha STANDARp PLANS DATED JULY 1992 T IR1J �r'I 111 I i + I 11 I I a 1 I I I I IIID. BB 10 x R MATIONS _. 2.. AIOA ABBE E o 55 'o � Eav 38�T3 / �' � Ii 7 II I IN�II I III I �I I � i RSPGAl58 CONCRETE BARRNIER ATYPE SOEBRIOGE jI A05 CHAIN LNK'GENCE -5 BD 3 6NOGE DETAILS I Norah Lina BNSF /W \ � �y BO 5 B2 DGE DETAILS 010'¢0 apip II \\ ,nl - r� l I i -, i - � 8013 DR DGE DETAILS p b+ners t d t-.-._ _ __..iC � _ I__ 1 _ j. =,L _.. i _ L _ _ _-_ 86-21 JOINA NISEALS LLDETAIL$ N0.< IEzis+ing) s,,.;`�_ `azs � +�^'" �... I RetolAin9 wa eT-I BOX GIRDER DETAILS w -.._ � r -�� Re+ainingwall- -�-'r � � S � ��5 � BB'S � CAS'! IN PLACE PRESTRESSED GIRDER DETAILS Q F berapT .� __1__ _ I __ � I \ -. BII-52 CHAINLNN RAIU G TYPE T e .cable 1 ve131 � _ _ _t # �- / gli 53 CONCRETE BARRIER TYPE 25 _ * Ji:).=K �Ml lr� -� �- ..L_I��D" Sre� PIANS-�}3q�'�-1A� 9cFr' � v� ES TC SIGNALS LEC HTINGEANDYELEC iRICAL SYSTEMS `�' JNo w�y� �' T Fr Holl ih K- Ht tl I U"tti rY Y7T IY Til NJ 510 K�.� Jot � -ELECTRICAL DETAILS STRUCTURE INSTALLATIONS ; M-iF Ili I + 111 �N-i -I- LN IY-FIF - �' ES TE - SIGNAL. LIGHT NG: ANO ELECTR f.AL SYSTEMS ; I .ELECTR CAL DETAILS STRUCTUREINSTALLATIONS S �� .1. 1� �I.- -Ile � L g d� STANDARD PLAN SHEET N ON=a 6' II 41 8 8 41' II' 6' � � _ I,� �I,- - �. �DFTAIL No ". 2g- ,' € a9 PLAN - mI tli t s.P I t f inimum - i'7 ,C y f D �� 120 0 ertical cle � Far General N tes and Bridge OudnTitle .sea DECK CONTOURS'sheei ut I ��gg ,,� ,,, :� OENENAL PLAN � t coDnlTr �.or KEaN �':i as/a / / � �- �:� I I � �eI �1 l l s� ROADS pEPARTMENT oAe ��.w �� t -2=2—x � � 6FMLR5F ELO GAL IFORNIA. now ��v� 0 R f -- f l; f �-- I j I BNSF BRIUCE FRONTAGE ROAD BRIDGE RETAMING- WALLS TOTAL UNIT (F 1 q (Type 7J __, .344_ _ 91__ 14i 195_,_- (f ) ..535 14i LF LF (F1 _� 195 LF_ LF (F) 149 149 fF ) n 10 S4 + E Oilon 815 i00___ 3i0 1,885 CY _ _ St t B k(II �_ _ 440 360 296 ,1,096 CY �. FOOTING PRESSURE (TONS. PER �SFI ALLOWABLE � DESIGN P TQC t I PI C ata St t C t B I� tl g --- Lump sum t Lump sum LS CY 215. 210._ 195 360 � �S+ t C t e Idge.& R tW IIs (3.500 II 195 IFI >>SOT CY St C c t B Idg14000 �I) Texturetl Concrete W011 Tradt en _ _ Furnished PC%PS.Concrets Box Cit der ErecT PC/PS Concrete Box Girtler WO{erstOp --- 1,290 'IB. 18. 36D _ 1321 -- _ - - 300 CY 1,022 _ - - � ).633 IB IB 5F EA EA _--- 89__ i3 161 LF J I t S- IfT B.MR I'1 B R I f g St I -� M b W �_finq `&- P T it n Cou '-- 13,600 L m su m BB 135,300 - - "��66 lF 15240 _ 224,190 Lum sum L89 LS MI II M + I B dge _ R + U I{ ITyp AI, 2,T50 18�:� :g Y.i50 IB � BRIDGE ! RETAINING WALL GUANTITIES ITEM BNSF BRIUCE FRONTAGE ROAD BRIDGE RETAMING- WALLS TOTAL UNIT Ch LI Ralll q (Type 7J __, .344_ _ 91__ 14i 195_,_- ..535 14i LF LF Ch I Link Ra Iing fTy�3I Concre+e 0arrler_(Tvpe 25 & 25AJ _ _- C t 0 ripe_ 26) _� 195 LF_ LF -'- 149 149 {c = 1200 psl n 10 S4 + E Oilon 815 i00___ 3i0 1,885 CY _ _ St t B k(II �_ _ 440 360 296 ,1,096 CY _ FOOTING PRESSURE (TONS. PER �SFI ALLOWABLE � DESIGN P TQC t I PI C ata St t C t B I� tl g --- Lump sum t Lump sum LS CY 215. 210._ 195 360 � �S+ t C t e Idge.& R tW IIs (3.500 II 195 102 >>SOT CY St C c t B Idg14000 �I) Texturetl Concrete W011 Tradt en _ _ Furnished PC%PS.Concrets Box Cit der ErecT PC/PS Concrete Box Girtler WO{erstOp --- 1,290 'IB. 18. 36D _ 1321 -- _ - - 300 CY 1,022 _ - - � ).633 IB IB 5F EA EA _--- 89__ i3 161 LF J I t S- IfT B.MR I'1 B R I f g St I -� M b W �_finq `&- P T it n Cou '-- 13,600 L m su m BB 135,300 - - "��66 lF 15240 _ 224,190 Lum sum L89 LS MI II M + I B dge _ R + U I{ ITyp AI, 2,T50 18�:� � Y.i50 IB � LBS EA R trainer Unit 181 36 - _36 EA SEISMIC �_OADING� Peok RO k A eleratlon 0.30 9 - Depth 0{ Alluvlum'y150 REINFORCED CONCRETE: +y - b0000 ps f'.c = 3500 psi q T se deck slab (WOrking Stress Design) {s Br20000 ps {c = 1200 psl n 10 PRESTRESSED CONCRETE: See 'Prest essing Nofes' on ': •GIRDER LArour snap+ ;. FOOTING PRESSURE (TONS. PER �SFI ALLOWABLE � DESIGN ; Abutments I&3 S.D '$.0 � 1.92 t Bent 2 3.q5 { tp // gg a� IFY D tFl IPYOu Citi _ 1,1 (SFP `g vn� ,. .. f s - .*� a, - � w �couN r'oF KEPN DECK CONTOBRS .�,. /'�"' � ��,y�j �� FHONTAGE _ROAD'BR/DGE P. � �� /� °ql>y , ROADS DEPARTMENT caccowav BarvE uwBEBPASB >m ..E ue o.��: �. p d � /,� w:E- s- ,oyQ �, „� aKERSPl ELD CAL KDPNId �PUCSNO P-8D2.SB SS ✓� ro ao ..... a t z a. =- - ,�. -. I�- -- .: �z Ifv�I� ©ENCHMARK� i�: .The Denchmarkusetlw s NGS sta+lon 'Y 1201': wl th a elevat lon o n ' of 360.96 feet (NANO 581 .. Sald point'Deln9.locatetl X80 feel �l ��' east 'of. the horthsast coMer of Calloway Orlve antlRosetlale ' hlOhwayin the northwest c of a rete catch basin. ��'oN ry a "iv m�, � P ry . moo �u+ : R=40. LS' "� ��:� C Iloway Drlve � z , / � ly - fR 3500'1 R=48.25 5 6'S'-6' S 6E 6' I WWCOC � I I �� WW�O� i _ � � rl Bent 2 66 0..}6� �� j STa 10+94.12 I r sra o. >G �. J O1, I \s+o a+�6iG. � II - � o Profille Gr d . -1'� 10 ------ � 5 89°01'40' E ] _ � \2 � �. m 11 fL Br9 Abut I � � - _io� �\ \�.� Q�Br9_ADu' 3 5-a IOt22.e9 351.00 �#a II+66.55 �"' �m m I 365.0 � -_- o N , - � I \ 365. c0 -Y - I �� 6 0 6' 0' �- '--� m "I ry � � � r m � .' s - - �-- Retainin wallfootin 9 9 III v�� I. _ \, — ' \ > i" _ _ For co tl ua+Ion see � F �. _ ++ _ 'FOtIN04TION. PLAN'-sh+ _ IBN6F RAILWAY BRIDGE PLANS. - _.". __. ...t, r.W r' PLAN ^_ p _p �pa� - t;' X I dl i s sp i t va+ion %d - � Itll #eseD #t of 5. Ea foot lnB 4avo+Ion � ,� � � e ,�.,: o:y9 _: .,. .:... '"�� y h, xoE � � � ^°` � cduNTY: or rcFRN fOUNDAT/ON PLAN `" �� y'� / �' *'"1 fHONTAOE ROAD BN/DOE � ROADS DE�AR7MENT cetcower naive uNneer�sa . ��' ;� '�� uo °� �� se.N.s.F. wnitw�r, i 5 7�'�3 E FLe " °"°'" BArc EH50I EL t L FORN 4A e > E �_ _ a.,E a �,.¢� ��.� "- irmnTtl' PUC: NO. Y-BP?.C6' � . S.1t2'; ;. q �` f h ,, ' a {{ h� � ww In{-�,\ /' Expgnsmn l+ I �wwl-oi �. _r _ see nee �sw� 5� � I For t see BNSG RAILWAY BRIDGE fE P�o{Ile Grotle � 3 4 111111 / Ab t . n{ � �Textur PLAI�LS No Jv �\ I t' '•tqT 3 K 12 x P/ F bolo J E d I � p i ty �' l I TYD I tl elastomer c mond I b I g P ditpt TI -S ABUTMENT. DETA LS � Structure � beae 91 / kd I I � i -- NO 2 �ht -� G � II � 3 I � WI 9 II � � I' L t II e _ - Z I I —•4 X 3 0 �-� -� 1--� � I Tot -4 tyD � *-F� y �2 �- IWWLOLI 5 iot 5 9 utlli � I �/ � � � d wel d i i Y Hing` 0' ' I I �' ; fao+l g Sp _ y % Tie to exlstin9 I � � �� 1 � ARe{eln ng .gll Br9 Abuts x enol 3 � �- � { e t + P �� i { footing,typ ,, �F - 'SECTION A -A. :. , Q Br Ab t � �_-_ _�_ LJ �..- � �� _ �� - WWLDL �'� �ee n IT'. I � I •sem® e'�� Add y y L 6'-B' S' 9' �� 4 5 E gnstpn ]T r��5 a IB` /Abut raint� �. I ST ivr 9'-5' 6'-9' `� '�` _ _ 6' 9' _ _ Dearing Pod 5 \ r \ 1 pocln9 � � I S�tot 3 4�\ C 3 n 1� �-/ � 4J tend t t p r Dfi fioo+l g tyD _ _ �� (� -_ IoO PR -I od PLAN � -- //_-_I -� II D�pellne VF. e / StotS /�(� tlowul d I \/ _ _ ) - T y a fiooil g t \Retain n9 wall � Br9 Ab it' � Texture �CRo � Structure RECTION B-E ! c LI k Fence - � _ D• TYP CL 6 s ee De_tall I - � �� I _ ��' ///"""�� _ T Expandetl Polystyrene /Top OF Dackwcll � I E paneled � "� �/. polys+fie Z co �--wwLOL ' � � � � �� I � 1: I T � \ .I / Y� � / Expand d D b tyrene a � '� /z Expansion lT fi e i�I° — _ _ _ _ _— - __1 -- __ i i � I � ) 11 I � I I � of � �' ('- Dut / I gwallo lY I I I i _ I i I I ��'�. ' � � \ —, I ` I.� 'IStgntlard - �:'�, � I �.:i i ----3 Imps o{ texture � L _,� �\ 4 x 3' D' � _ - 4 11 `: IDs Rgntlrcll I I �l 1 '' F details: 6e6 .tot �' �,i �.�� 1 if5ee i Road Plans)—._, I �.., I � 1 � MSCELLANEDUS A__._ � I ^5�i1�,Tot 6 I _.. III.. i. I�� ' f w6 tot DETAILS N0. 2'sh+ 6 _, I 4 � �I'�. -= � I �� .. ., -tpTD3 � � � _.....� '" sebsndled '... ��I{ .BRIDGERPLAN51'. rtot3 II �•...t I Ill I 4�-� III I i � � ' :... ,'S � Y � .. 1 L I � - _ —_ -. � L� �.. I _ _�I .�. - II�•� Ll.1.f � v 5 tot 5 , L .��.I \Ion DETAIL �t , � 9 0 9 0 9•-0' g' -p_ r C '6 k �S .i E $p Noi - ELEVATION Note A &F � Ab t I h n Ab +ment 3 Imilor. � y D �' 3 � 1 Fo 5 ti C C, ABUTMENT DETAILS N0. 2'shT 'ABUTMENT 0 Typ I (y [ I Fo eciion D 0, see DETAILS ND. 2'sht.IBNSF RAfLWA BR DGE PL SI 3 D t ' //� � ��t / � � COUNTY of KERN ' � ABUTMENT DETAILS.NO f 1 `r �. i � �gs.� �� , /•�'/ - FRONTAQE BOAO OB/DOE ��-.�- I ( I � o: �" � I '�� >p �� ROADS QEPARTMENT ,. n cuaowAr DB1vE uNnEBaAss OB:N.S.F. BA/L WAY, � S Y4 I:, .�.. „„�„ \ � a z� . � ��/ � _� BA<EasF FI_a car Foav a�. � - � OUC. NO. 1-BYYCB B PYt w. ..o��eo n..,. o i z _a.: _ � •� arR p u- ro op o �»_ ,, :. ,osrz �/ —_ rm.�,A ,. .. r.. a {{ :. nk Br9 Abut BB or EB Z CE Brg b t Jolnt 5 (Type 8. IMP.R. II = 0 I' 3' Y-5' +e d tall I gackw II 'c"+% ^9 n @ 12 � +/ Ovate taP �.. � �� I P � s y rang � Ped `'S � T- E P nded �� 90-1 J �� 0 IYstyrene- %�� }— Expanded -/ / 13_2 /z E nsion 5 IB _= q' PolYstYrene )Plnt f Iler - � Brg r -.-1 � F F moi_ I I 4 12 _ _"5 �& 12 j �� , !- T�--_ ; _ Gonst Jt �' I I ��j �_ 1 See Detal I DETAIL � L __J S I �. I - f 5 a e � xr" � �A ry }� -*6 tot 6 Not B i 6' _ � - � For a cimenslon see 66 �l ' � �6-a10 �0 @ eacM1 entl 6ECTION A -A :.- , rq i � e IB -- t2 bar bundles) No Scole .i` i..�. • L ____� 5 @..12 ¢Br9 Pad r5 @ Ia —_ I _ .. 13'x15 0-Oi9`9aly I \i sta d d PPe Rpndrdl Leve- nae+ + I ar .pods �� . ' Mlredreln6000 I -(Sea Rced Plens) I/`min I/i"min Sae SPe II{ ctlonS �. I \� PqQ E ❑ tl II s y }M1I '9 L @ 12— _ � � �iex+ure � k ess A p b g p ds- � A � � 00 13 4"Pd I � 4'S/W slab Note A� �� - \ _ 3 I \ � 80 3 3 1 \ 2E F D i rei f rcetl- C aT top f Datls wiM ' : ' � -- _ el astomerie brg pad sll acne grease __ ",_—_ ,� � __ --= j ,. �E g g -IJP BEABINO PAD- DETAIL .. \ No ,oc I �\ + � Br9 Abut E nn �'*4J N 12" I Alt @ 6' � J — L �� °9 ��tot 2 : f 6ECTION C -C I - _ _ I li II-- °Slla 16' �. FI "_\� cotlo f Section C C, sea ,�gyi 57tz � ��LI Ag BTNENT DET ILS N0.1'shi. Ova tot z O It fit t r a � Texture.- I� � For de clls, see I MISCELLANEOUS '8 6 I i I � �' DEi AILS N0.2'"sn+ o - Inslde ficce-,_ i �' IBnSf RAI WAY _ •e @ IB J •a BRIDGE PLANS) - o is lde £ace @ 2`IF / =s.�+ote i� �e o�nowple @ Iz IR � �s �L Dowels @ la of —wwLOL I 8 2 ____ � Nbie: � Roiling not eM1own 1 { 3 <� SECTION E -E' /a:=l'-0 � WINOWALL ELEVATION F, � Jr _ Z, jt � ,- �$ w\ � �� `� � counn r�or rc^rerv. ABUTMENT DETA/L8�N0.? - F '�� FNONTACE ROAD.@RlDOE I �_ Vi.— I� _ ) I I � az .ROADS DEPARTMENT catcowar nnivE mvneevass "3 .�.. .. ,. � �� gAK_t+sFiEpo. cAl Irol«rA B.N.-S.F. NA/L WAY, .��%,�"! .. .o �c.o .u.. o i s s'��_�/ - o..E a e� �� o. �. �va,�.. PUCNO. Y-8Y3:RB cr S-21. __ _ _ _ - � CDNmn � Pro£ le � �dbi t � St i Lure �� Column - � , j � �TYD al b y � ; j°I9 tot Z. Grade - � ~-1 � '' 1- 2'14 buntlletl 1 g f � 11 0• (tot 141 19 19 1 IS T'�"��' - T'-' �� ( 1 IS I$ IS 1 � 1 1 1 11 i t �� i i 1 is I I I� i li � li i i �.�n I . i � �_ -r � � ____ I � .._-__ I �__ a I i 1 ,. , _� I 'I 1— _C. __ � .y—@e rti _ _ , . , li � .. � 1 I 1 ,1 >'. 1 'Y -Bent -_ �- -. ....� 1. ) / I � .. .. - _ __. ____— Y �.. SS - 1 ---_ � , I, Etl9e of dank 15 �IS + F -_ _ __ _ ___ _I. �-- _ - - I 115 19 19 I I I. I �� I �� _ � I II I I 1 I 1 I I I � ,r I __. Ly _... ... � ._i_ 'v --� I I. ADDITIONAL LONGITUDINAL �� TOP REINFORCEMENT BOTTOM REINFORCEMENT PLAN TOP REINFORCEMENT Notes 1+o S^,nle —_ N b t entl f b rs i�dl 4 dl lance ' - _ in {ee+ from ¢Ben+. For cat o of ddtl llicn0l ' � longli t'op relnf. 'sea 'TYPICAL. SECT'I ON' sht. . Q column I meati + �srr�oiv�e E column _ v N, �Qcplumn � �" � t . I �TYa Trvo, I, I «a sPlrclD a — . 6 stirr _ � 6 �'' tot 10 u sacro + � ,. {� 0 e P 9 5 _. �: b e e ® 6 max � 2 14 bundled (totl4) -' � ' . _ - __ _.. ._ r 1. dace ParallEl to 9lyderl � t. I �in! �i B � 2� O� EB nt � �YP� } 1 tot 2� -Relocatetl l I t {Ilor T_ - oII PIPeline I' -B' Nla _ dowel clrGe -. � +6Z`D 9 � / - `BJ" � KEY DETAIL — �+17 ioii Splrcl may be dscontinuous � � _ �e- ai ben+ cap to allow for - - placing cap reln{orcemenl-� 3 I 0 0 / o v o o - �� \ - �- � , 5 F 12 x both ays -_�-_ � _�_ C (TOD Matl 5 C H ok rand aaP and -- �� _ J I CE Bent ,x8 J btt ons u b M1 J b tt t tsiae c mn �,� I j�\`a keY. a r ry r .. .. \ o.. - I -: _ �� _ � ^. See 'NeY Oei�all lu I 6 � � S \ �� \ � � IBo ftcm Mai)both way 11 I g'�; - N le:. ml�. 6D'Max fr m FOOTING DLAN + 8 � dge o{ key ItyD) N t Ib F' F Section A A & - ELEVATION - S 1 8-B, see I O I N sm toe II d i � In column w BENT PETALS N8 2'sht nd ain p reI'tf prcing. 2 s� 1' '"� �/° � couNrr of xE�N BENT DETA/LB AVO f ' " � �) q��+1 � I PBONTA6E BOAD HR/OGE �� ' �� • ,�� 1 -ROADS DEPARTMENT cAuowAr. DaivE uNDEBVABs �)�zq �� .\� x.�� BAHEASF I£I.N. CAL {'CAN A DB.N.B.F NA/L WAY S �B, -� — PUC NO 7-9GR6B'. S 22€' . II .o. u.+ o i z a o 0 oa .,r a zo oo I ---L - - - _ � ._.;..�. I r _ SII :� P �I I -- - - � ` �;� - y Bent ni' N � rL Column 6' 0' �d' _ .; 0" -( 3/ I i I IIII•I— .I 3 Yyp)Llmlts f T verse t 1 entorcement{-L_ � deck relnfi and dlstrlbutlon bars c � „ � Bent � r � '. :, - _.. � � . - �------__ �-----'�— �- — 2 -*14 bundled con+ltoi 141 ' -�a10 +o+ 20 - 3'min . � _ �^9 tot 4:� ISDIIces not dlldwedl / - tid.. Const 7+ � �.5�.. a6 cant +ot 6� � - —^I4 cont tot'I "--^S. Splydl@ 4"Ditch q,_0. „ -. I I •:. , --. _--I SECTION A•A 9'0/ I + I ./ � ' c p relnf orceme t� OmI uDDer °4_vb ' Note: DCleor prestress du.is Fcr Idco+lon of Sec+Ion A -A 6ECTIONB-B a sed+len e a. see •BENT DETA LS NO. I'sht ?�.j-I'-0" pI Ion ofi we tl l5�/�. Penetra Tlon) ,4� � /aG� 5 & a6 Relnt only PD oitsle d {�� 5 Lap b r /5 ize, P 19 & +erlal ' as 4 Op � splydl shown o plans l. Butt Id to be d fl � 2. Bu+t weld to be made In flat o oriz Dosltlon. - 3. Ldp bar to De centered o sDllce. Indivltl Ihoops, dde continuous w th 100% 9. Flare weld to ba. mddP In d'rec+Ion shown. '.DBnetr ton .welds. mdyDe subtl+uted.'fior splydls. " S. Ldp Dar to be equal In size +o sDirdl bar. - BUTT WELDED CONTINUOUS NOOP OPTION YEE GROOVE WELDED SPLICE OPTION � ,�� ' Stcrt o4 pitch when N Flare w Id io De node weld Is usedtd In direction shown. - anchor splydluniT \ St T fi pIt h when p Olrec+l n of we10 IIp I sed to Spll h wn C n hor sp d u It, t ampl my C - barods shd fi} � "4, ^b & "6 Ralnf ony - I /s I a4, "5 8 a6 Reln+ only 12' Mln� ,III � _ IaD longi IBw tlld:ITyp) - WELDED' LAP SPLICE AND ANCNOR'"OPTION :-MIECNANICAL�LAP-8PLICEAND ANCNOROPTION 4 a�g� - BAR -SPIRAL 3PLICE d SPIRAL ANCHOR AND NOOP DETAILS a �$ - NT scdd :7 .-�. "� � °` BENT DETA/LB. NO.Y °G, °\ LOJNTV OF KERN , fit, FRONTAGE ROAD�Bp/OOE � �� I ��' �� , ROADS' DEPARTMENT IcaccowA✓ BR/vE uNBERFAas '' I I � �� \tea_ ,,: \�a`� eAl«asF F,. o, CAI FORN a @B.A! B.F.`RA/L WAY, S F/ p° �.. � .o�.. ' � � � �m�. : PUC AIO.'Y-BBY.BB. x B 21 '. .a. ru«. o i z a o.E nva� zv r� a a> z„ I I T __ _ _ _ ._ -_ _ a . �. _._ _ � �� . - .� I � 5t��tura � Abut Br9 - � -- I' 3' 'I. L�i ii f Tr� tl h Btl 5 43 9_ I"' '� I I f —dam? b'�il—b r. y 10,: ' 3 /"5 6 I �{I f 'Pla p II lot _agl d rs I' 9" 36, 0_ 5 0 10 4 Typo ilnk Railing � � �- S/W �. � 9i Drs n m i BII-52 Chi LI k R III g de iYD 3 se 'CHAIN / LINK RAILWG TYPE 3 °6 f t 6 � e \ ht I Etl9a dit deck � "- e — 4 0 e � II-�� P tress Anchorage C R rier, 2 OF t ^SLS IB \ Type 25 - u�llity open.ngs - 1 Oet 116 Be 5 BII 53 =4 Toth _ ( , �--. - Profile Grada � 6��P tat 6 r� � C n rete T 1 � Girde Bawler. BII 54 \ _. - +YP =2% \ - TYDe 26� Br9 pa0 \ m� / tyP �I It D � ` �� :� I Relocated END DIAPHRAGM 1/ � 4 F Ilei, � 10'0 oil pl0elino / � Irl 0' I' 3' _ 5 / � 2 6'-9' 13'-B' _� 2 N 6'-9' 13' 6' 5 -II/ ' 3'?`0' Fluesh f{ } I I Ire / TYPICAL SECTION —T - GIRDER LAYOUT # Varles D Tlares sh} tor. Iooa+ion '� /q'=1'-0' lE Plpe �- Z,. j�Rebar RII-53 3, I. 1 J III- � / I B O S , A� 0 (i A O Addltl I longi} relnf / 5, S II W� \\ BENT OETNLS N01'sh+: ? y 510 - CEd9 805 \ � GI d r / t t 5. P r boY � BII 5 - f tleok 5_,5 � Top Ionglt reinf LI 3. ��-3�y :+YP i TYP '. �� f tot 6nper baY r' I /Const 1} �// J� M e• W Id d II katl o � \ \ / ye d D ced ® ' I �� g'-0 O.C. max �' Orlp _ ®oo Q n1 � + - — � Provltl lock typ vee i�.6'' .1 } 1 Dee baY - ' Scon+ +oT 2 wa h t LS ant tot 1 i B don+ tot 2 —tl5 tot C I 5 dont tot 6 .Doth Id s ^; % \ �- PID h 9 ' o'S ustlrrups\ I I I�/ i P 10 tli Dlpe. �' 's +o} s� ' Der rte' —ys cdnt for z F. �.� ',I f ;crmnen Pig. �I E � _ � I see oe+anl lo'mE non � / Adz staClest9el �` � � ailpP Ilne- ��p/�� / Y k Pipd Rtlll , -�.�t �.. prep vd .lam/ '��. epprovatl tluu, g o Bi -I 6 on+ }+ 9 �"6 c f T t 5 \ -� L o � ) _ or 2 oy \ q\�@ 13� - / er t for ba SJ�Tlrrups ' li 5 �. (TYpI = S_2 D r'. interior bay- p r Y sae elote 1 .sea: note I s 's' " S � ` .'i.. DETAIL 1 . ' PART TYPICAL eECTION Bo 5 BTI BB 5 N i I. /' I L /p` I' 0" N plloes ;all d Ithl ' fi�p�_ � abut eM sided e.ab 28 } ei from � midspons (}owords bent side) _ { �'J_ir+ �y .. V '� ;dB� � �,.�, ,,uw, coUNTr. of NEaN TYP/CAL BELT/ON "w ��..o e �. � I _ r �� ' 7 „� �, FRONTAD£ gOAD�Bq/DOE _ � , (r" u� aa�x>-�—� ( �� -ROADS DEPARTMENT r�N GALLOWAY Dq/YE UNDEgPASa �� k �F 552 "� /�' ' @ q.N.3 x qAa wa r ` S �'R' \ BANFFtSF ELU. CAL FORMA {; — a - �— zO oa \ .� - Po4,� `''�_j vua xo s esa.ae s s s B1 -I Ve T V I TYD 2-10 �K$ Low Re;dxpt on $tran@ ', 1- ' �- P jack = 3420 klDs / total stricture Ancho S i / In rL Prof lis G de Total N b f Gird Z 6 Girder Disirlbut an of D�r'e t s force��(P jack) beiw9en — rK Structu e girde h II t x d h roti { 32. maxim tl If pe lotion between girders halm t sed '125 kl s. C ncr + f 4000 p i 28 d'oy £ 35G0 D I £ £ t Inq C ntr i h II ub IT I g Tlon I Hons b setl on Initial sir s at ® -0.868 Times Jacking sires . One d t shall be Derformed from the 3� '� / � \� + id £ ce 16'-0'min B8-5 'Pbutme rt I end only. Edge of deck-� f lop) 9 sfem f re exterior irdar BB 5 V cm0 mar GIRDER CATGUT N t / I' c rder e+ In mcnes .. ' . Transverse tleck shpwnthus.�� ' reinf Bo -5 5-10 ` Camber Llne— of - y o Prpf lie Line Abut I Abut 3 � Brq Abu+ I 24 29 r .Bent 2 8 �.2 — 1 � 12 18 i �-� °' .' I i �'+ , m,. m da da _ - - � - Concrete, Bridge - _ _ days) ' _ .T � - � I f _ 35 0" 10'-0 119' 35 0 I �' Sir ciure Concrete. Bridge CAMBER. DIAGRAM .Footing � ' S' _— — { _ O Structure - — (Does not Include _ forfielsework sa TTlemenil - — �II 2 J fE Brq Abu+ 3 118 -- _— _.— — Cable path � Q 18 J }Ir . .Bent .— =- - - _._ — - __— .between Doints shown--\ 2-10 �K$ Low Re;dxpt on $tran@ ', 1- ' �- P jack = 3420 klDs / total stricture Ancho S i / In rL Prof lis G de Total N b f Gird Z 6 Girder Disirlbut an of D�r'e t s force��(P jack) beiw9en — rK Structu e girde h II t x d h roti { 32. maxim tl If pe lotion between girders halm t sed '125 kl s. C ncr + f 4000 p i 28 d'oy £ 35G0 D I £ £ t Inq C ntr i h II ub IT I g Tlon I Hons b setl on Initial sir s at ® -0.868 Times Jacking sires . One d t shall be Derformed from the 3� '� / � \� + id £ ce 16'-0'min B8-5 'Pbutme rt I end only. Edge of deck-� f lop) 9 sfem f re exterior irdar BB 5 V cm0 mar GIRDER CATGUT N t / I' c rder e+ In mcnes .. ' . Transverse tleck shpwnthus.�� ' reinf Bo -5 5-10 ` Camber Llne— of - y o Prpf lie Line Abut I Abut 3 � Brq Abu+ I 24 29 .Bent 2 o °' I i �'+ m,. m da da �. S+r uc u e Concrete, Bridge (4,000 psla 28 days) ' _ .T as�l - � Sir ciure Concrete. Bridge CAMBER. DIAGRAM .Footing � ' S' O Structure Conc ete. Bridge (Does not Include allowance forfielsework sa TTlemenil 2 fE Brq Abu+ 3 CONCRETE STRENGTH ANO TYPE LIMITS Cable path is parabo lc .Bent .between Doints shown--\ _ O.IL O.IL 0.4L � , �,� 1 __'r: '--Point pt ..-- .- .. Inflect pn ' Point of n Q ent. \\ � i it � c '. ' � � ^ '. p � T, I 1 p �Y I � N I i , 3. R I t 3. I 3. 1 �. � � � � �f V �v.�o x c ® ma 15 a 12 ea6 / Bab IS a 12 _ � ® max 0 A 12 Bab 5 or 3. � stirrup spacing y� I BConduii F ontinuation—� � � a s,$ sea Road'Plans. LONGITUDINAL SECTION H I � �f � a� - v � _ g�� +'owe � '<� � c6uNTr� of I:Eau O/BDER LAYOUT € t. /� �`* / Nl+'� �,� � FRONTAGE NOAO BB/OGE �� I ( �� °�� el ROADS QEPARTMENT c�ccowerr nRrve uNBeRvess ,� '� �� .m. ��'. � RAKERSFIELC, cAL FORuIn O B.N.6.P. RA/G WAY '' .S' __ .o ree>n.... o ... z s. o<.E ':a a� .o _ '.� .... - .xu,» DOG. -NO. Y•BYS.QB -a: 5.:2 ~, % A carriage bolt acux ��s 'i � ' b � KWR & w � � }post D�ket ,� c� /� i�i4 ra '. E.MOBO ' 6 -49434 }} � ALTERNATIVE DETAILS 1 afJ°�ca � I� 7 Mortar fie' varrt In plDe � ,p A �PIp I srtl vy �m ';� ° �. Sl idln fit � ��i_ 2-vJx1'-6' 9 _ TYPICAL DETAILS ��/�� — s sxo s or "ores I Rainq anblr D nl nkreNel e i - � 5 D x<1 9 Doa}. Docket � _ q, gal ea ft ,f pricatlgn �s� 9aly 2 v<zl -6'. � -� _ oaDla g 9 t l _ 2 Ralli 9 h II i 1 Iw 12 t I d if I i aligvle i P to n II De tl I Ho I arH q I r li r w,na ALTERNATIVE �ioe h II D eer+rc al 1 Iso I r arun r D e n d if dl l tso o tl cable 3. Pea tl /p 9 D I I .. ANCHORAGE DETAIL »— eleatranar PLAN ELEVATION 7 Lengfh for payment for chain Ilnk tolling II' —��. SII Dor II I i I D � �� 4. WDa I 9 1 I p, fabric siwll D pl d DETAIL H -.. � _.-- � s.nit ri det I _mare dnitt atir .� . tont t Engine DP I � ry ,.-. 3'-➢' _ - 8�-D� � 1 9 9 feel wire tlos { 12 to all D pes fi. 0.aaifl I pipe I/ }d required on rgdl x ' _ � I Issa mo, Iso . and eame 1 Ir asetl f � � ";,� } �- 1 p \ ED to Ili �\ al Ion W I / I � b. � Pipe I/ Std PIDe � Sitl 1 i 1 In tle k I !` q _ }3° sleevelmg}h ccrresppMingly s r Plpa�i sra sleav ' — %' A Dolt. Sl ltll fit ! i a 1... n9 Yp II v -_ _ _ / _ I �V n � g �� I/'Dar # I� r Iwai r a bands I -:. a i t Den nq a wlrn 6 qa. wirD j y II Proa P/z std. la { \ ao , \ See Nota 6 ,.� � � .� -. —.._ _.... --_ _ � u \See Note 6 � { a i Cn I Ilnk f D I I mesh, K kla rel age at toD a nd Doitam - Conti f D 1 I} I I � �: � 9 I DI i be us b � t d p I \ Wt y be t tl pl i tl 'die I I I g n gM Is 6" 3 f Pio I/ sra N � � see wne PIDe i� ne qnt � �: "1 / ant—� i;' u p It s m pad q I. DI s Ikt I Imp Interior Pme Yota i rnbuckle Df Mtn Is 1 3 ff ter PIDe I/ sta at q• ri I , Y o o i Irer entl of cable Danslon Doral �� f + Detol x 7 ar ppe ��'�➢ml Ds trsD �ti —. � � � a a o lo• f+ ,Igll nut a cur warner � - �. ' � � i� e n le _ � � : .��° r rda DDeninq I �s � DI loop wlm Dnmpaa s'/� € � d ° took weld 'j � t Z� 2-k6 % 0 10' � sh as regolr d leav I D a Dfnvitle mi , tnimDl s a} D11 aaDla loops -" � ISI END POST INTERMEDIATE POST AT ELECTROLIER � � TYPICAL INTERIOR. PANEL AT EXPANSION JOINT I TYPICAL POST DETAIL "��., � �- ELEVATION � , °afnl28 � y � k ' - '� � � � � ` � � CNA/N L/NK� RA/L/NG TYPE B ' mueTv .k�,N, o FRONTAGE ROAD,RR/DOE I "�e� ll��--' °"Irl°" °` °T"°`t°"" ROADS DEPARTMENT wig GALLOWAY OR/YE ONDERPARS 4/ 91 �%fib�t ' STSUCTUNE DESIGN QB.N.Bif. RA/L WA.Y, '. S r�� - �akEBSFIEI,n,. cacl�oaN la PUC NO."Y-YBY.BB BYWI nuc R. Ea uw r .. - _—_ - � - -�-� __ _y�_...,a �, -i�v - $e o Pfa" s D � s � ._ _,�, -: _ I f .� ,. I T � t�;. - -- — - - - — - - I / t ,, �a . /. � I — — II roD of ro leaee9s_ � . x r �`" F � - i � i' � � "i �: . P a L 4 .mgt U, 9 s.;. �r � �`- w ry� � +a WINGWALL ELEVATION s� i– �. al taby me �� , l �. �9formsDaoD�vlae �eY,. �"�"r-�`�'_ �'z�Z vJ — � � Not F fual 'Ilmit f I D M1 caping . - , � � on 1615 pralevt s aketaM1 e ba ow. � \ e o I t I tI Fal I b rD aomonlfe spe fl a} ors or approves equal. ' oolr+r��e\ S:aewalk / PICTORIAL VIEW OF `TYPICAL"INSTALLATION � _r � IslsmD �� e ,cont � - LI Its of. tep or rol lea ea9 � � _ z o lope naraspapinq Ninyyg al I �/ � IMWLOLI Iina � Etlge of decker � / I 0' 9' 3 WWLOL \ � iWWLOL M1/o •Jr @12—� � - 6 6 WI.9x Wl9 welaea wire fmr c - 1 D f rol lea edge _ TDD of slope ��!� P q, -- -_� � BB — �� ' Ea9erflnlsM1 I I'" I �� I �'"11 I `e —. � - Iz – _ I ! �� `FRauracE RDaD BR�ocr. � -nti � " zr — FL Structu t �) II � / I / A fi' E6 I II "1�� Back Di cu 1 L •' V1 I welaea /� a.a ror a /� ww�e fabrilia �� --� Retelnin9 Wall Etlge Df beck � Rete ning WDII I'-3' � \Fornrea ea9e � � '�� Formea - SECTION A -A t; ea9e 6D � II I Y f II II � i TYPICAL SECTION - SLOPE HARDSCAPING - I �'r - I Irl � I .1BNSF RAILWAY BR DGE Ly!Ll � Structure t j- Top of �' I sl I hII,, � ,IIF 'I ! II EB I R"x Beck Df c rd 2 � WWLOL / WWLOL r ''� Liomits Df � Edge Df deck ye s De hardscaping 4 I . LIMITS OF SLOPE HARDSCAPING � _, { �= PREFORMED GROOVE , .. ib .' 6su-, 3 t " @� ° t �� °re - \ E � "° �."°` � °"4 � GOd'r TY 0 KERN. 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(sM Lgl t - t f a 7 14 9 d 26 24 1049j21 7S �OCRLf nGe RADED AND P) Lgnt brown most Braine rij :. 360: � _ to n Jim gra nod --- 300 152h '10454.6 SC "� i 1914 , E' �'. � 40 14 � i 28 2 4 97 5 3 Of Yellowish brown ' E ae 8m 3� 30 24 102512.5 �--— I 22 1 4 ®D fill® ,QC7.� X40 14 ._ me qro sea � as 24 ` 9E2%o 30 2 4 .:. M d m dense reddish brown, f ne to medium 42 1 4 ___ 2e 9aned 52-!24 ,:. ”; 5' � 38 1 4 g aY'sh brown _— ____ _ � 330 (. z F a � — a3o ..� ss 24 _. o e rent br t 1s 1 4 —�—su (M�) ssff t very =rift Iltlht brnwn w.en ro 3 � A m .. riedd�eh brnwn s-9ht e enmsan no -,q ma ee s em u�/�®�®� � -3514 ... Lqht brown 38 24 POCRIY GRApEO SAND (>P)M d d o �„ so 320 --� 'y II wish b to retl0 sh brnwn moist, the to 3y " A 5224 ..: Lght edd�sh b n 43 14 medius gm sed � V 9�£ 310 35 1 4 —�� R dd' h b wn f g fined L��©®® 50 14 �� D se {o very dense Ight. brown, fine to medium D 3 " 4 gro sed ' I � 8 2 .. Saa _ —...—_ __ ___—__ t _ 29a I — � I � I 28tl-----r-_ 3zt t \ . , � --� VFkTICAI 1 •• 10 , �e y � � � CALLOWAV. pRIVE UNDERPASS � 2._�y 35e too a98+50 � 'D9s X50 i2 i `.i _ HORIZONTAL 1' '0 L.T - I �� /, y.�- - r sc sETTc .�9s PREPARED FOR THE �� RayNaN➢ M RUN. GALLOWAY DRIVE UNDERPASS .tN J99 GREATER BAKERSFIELD SEPARATION. OF GRAbE' DISTRICT Fns' o — } n4v,p� SEAR:dN LOG OF TEST BORINGS Ips cu �_ _ ��zzsz� 1 1' L_ry. —B-2 1 1 1 y L' / /� w KLEINFELD ER �* — QCnt lowly Dr'�ve Underpass '5 ET _•� (559) � I:.le no. 21'6001-0J f ti �� ,.e� t�.e .�o�� F �Alv � f 1 40' I �_ � �,, o h o er�to� ,. e o � o e °� � 0 2 an °I�� _ B� -'E v 319.2 �-, l € a � Elev 377 � _, � SILiY SAND SM . �-1:5 ph I[ to �� s zap„21s z2.6 ( ) s -- 1s 14.///9zs 14 r d aeo , v o 12 2h .990 4.1 I� bt brown to redtl sh brown most, tna to metl um � CCRLY GRADED SAND (SP), Lght b Dist ' ' - � �- to m d' g ed st, f d Jx- � �` - 4� n 9 1 4 POORLY GfZADEU SAND (SP) Med d t y d — — _ - a s] �J s2o ... (sM Lgl t - t f a 7 14 9 d 26 24 1049j21 7S �OCRLf nGe RADED AND P) Lgnt brown most Braine rij :. 360: � _ to n Jim gra nod --- 300 152h '10454.6 SC "� i 1914 , E' �'. � 40 14 � i 28 2 4 97 5 3 Of Yellowish brown ' E ae 8m 3� 30 24 102512.5 �--— I 22 1 4 ®D fill® ,QC7.� X40 14 ._ me qro sea � as 24 ` 9E2%o 30 2 4 .:. M d m dense reddish brown, f ne to medium 42 1 4 ___ 2e 9aned 52-!24 ,:. ”; 5' � 38 1 4 g aY'sh brown _— ____ _ � 330 (. z F a � — a3o ..� ss 24 _. o e rent br t 1s 1 4 —�—su (M�) ssff t very =rift Iltlht brnwn w.en ro 3 � A m .. riedd�eh brnwn s-9ht e enmsan no -,q ma ee s em u�/�®�®� � -3514 ... Lqht brown 38 24 POCRIY GRApEO SAND (>P)M d d o �„ so 320 --� 'y II wish b to retl0 sh brnwn moist, the to 3y " A 5224 ..: Lght edd�sh b n 43 14 medius gm sed � V 9�£ 310 35 1 4 —�� R dd' h b wn f g fined L��©®® 50 14 �� D se {o very dense Ight. brown, fine to medium D 3 " 4 gro sed ' I � 8 2 .. Saa _ —...—_ __ ___—__ t _ 29a I — � I � I 28tl-----r-_ 3zt t \ . , � --� VFkTICAI 1 •• 10 , �e y � � � CALLOWAV. pRIVE UNDERPASS � 2._�y 35e too a98+50 � 'D9s X50 i2 i `.i _ HORIZONTAL 1' '0 L.T - I �� /, y.�- - r sc sETTc .�9s PREPARED FOR THE �� RayNaN➢ M RUN. GALLOWAY DRIVE UNDERPASS .tN J99 GREATER BAKERSFIELD SEPARATION. OF GRAbE' DISTRICT Fns' o — } n4v,p� SEAR:dN LOG OF TEST BORINGS Ips cu �_ _ ��zzsz�