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HomeMy WebLinkAbout2.2-74X F X C 0) i" L N N 11 -F- L L E 1 4-- L L I- N D G / X Q u w J Z t� 0 r Cw�[ .FY O...F..,BA..,K..,E..,.,RSFI.,RLD DEPARTMEI�TT OF PUBLIC WO-fIRIKS INDEX OF PLANS CARRIER CANAL BRIDGE SHEET No. DESCRIPTION 1 TITLE SHEET 2 LAYOUT 3-4 CONSTRUCTION DETAILS 5 DRAINAGE PLAN 6-7 STAGE CONSTRUCTION AND TRAFFIC HANDLING PLANS 8-9 DETOUR PLANS 10 SUMMARY OF QUANTITIES STRUCTURE PLANS 11-13 CARRIER CANAL BRIDGE No. 50C -20R UNION AVENUE OH SHEET No. DESCRIPTION 14-17 TRAFFIC HANDLING PLANS STRUCTURE PLANS 18-22 UNION AVENUE OH No. 50C-0316 THE STANDARD PLANS LIST APPLICABLE TO THIS CONTRACT IS INCLUDED IN THE NOTICE TO BIDDERS AND SPECIAL PROVISIONS BOOK. tl*P*R*R* LOCATION OF CONSTRUCTION CARRIER CANAL Br Br No 50C -0020R I NO SCALE W COLUMBUS St 1<1 % ,.-� COLUMBUS St TO BUTTONWILLOW -o-- BERNARD St LOCATION O STA TE OF CALIFORNIA NOTE THE CONTRA C TOR MUST POSSESS THE FOL L OWING VAL ID L I CENSES: CLAS" A NO TE: THE CON TRA C TOR SHA L L CON TA C T THE USA L OCA TOR SERVICE 1-800-642-2444, 48 HOURS PRIOR TO EXCA VA TION. 4PPROVED er.- 161s -/l0 AUL M. ROJAS, R.C.E. 39880, EXPIRES 12-31-11 DATE UBLIC WORKS DIRECTOR APPROVAL RECOMMENED BY: 4A z 0 ASSISTANT PUBLIC WORKS DIRECTOR O okoFESSic) �C ~� Tim Osterkamp z CIVIL ENGINEER a No, C46783 E 6/30/11 - sq CiVI C O N S T R U C T I O � OF CAIV TRAFFIC ENGINEERING <r UNIUN Ave luM Z�- Br No SOC -0316 <t V)cr_ Q O J f— U QUINCY ENGINEERING, INC ���,1,�j�,-- 3247 Ramos Circle Sacramento. CA 95827 - 25011 WATE RESOUR ES DEPARTMENT BRIDGE REH,4B/L /TAT/ON MANOR STREETBR/OGE& UN/ONAVENUEOH 10/5110 DATE DATE DATE jell 20 DATE SHEET N0, 1 OF 22 2 3 WE 04 V 1� fi V- oc r Q Z �1 rw1 uS ,j k- uj 's c�! �1 x fj °x Ei x a. M O M M C7" n 11 W F- F• - 0 J 0- W W W .W, NOTES: 1. FOR COMPLETE RIGHT OF WAY, SEE RIGHT OF WAY MAPS AT CITY OFFICE. 2. FOR DRIVEWAY DETAILS, SEE CONSTRUCTION DETAILS SHEETS. LEGEND: Na. PAVEMENT DELINEATION DETAIL NUMBER - EXISTING GAS UNDERGROUND (PG&E) Co r ---o- BIKE LANE WITH ARROW (THERMOPLASTIC PAVEMENT MARKING) N 2803751" E 64.09' RELOCATE ROADSIDE SIGN R6-1 R /W `�*.'_.:= "All:.LINE 2 ........._...4.°5'. MANORS REST 3 -� p B A�ERSF 10 c� `._ ; N 24048-24' TW .r 9- - - - 0 W F- 0 a W 0 C CJ1 Z7 _O L N (9 N L co C E L L N LO N C W 4-4 LL Z 0 ULGIN M8GR ----•. __..� .. �, K1 --1 4.54' Rt "A" 10+82.52 BEGIN REMOVE CONCRETE 2 (CURB AND GUTTER) 43.93' Rt "A" 10+81.39 END REMOVE CONCRETE i CURVE DATA REGISTERED CIVIL ENGi CITY OF BAKERSFIEL D 7507 TRUXTUN AVENUE BAKERSFIEL DF CA 93.301 ,r /� O QROFESSIpN9 ER indsay J. Juare z L Nc,, C68432 rn EXP. 9/30/11 s� CIVIL P qTF pF CALIFO��'l. F HLIS/0/VS NO. DA TE DESCRIPTION 1 / / 2 3 9 OADSIDE SIGN -------------------- BIKE PATH ENTRANCE s CURB AND GUTTER) BEGIN CHAIN INK F 43.85 Rt A 1 1 +07.31 s, L ENCS TYP 45.38' Rt "A" 12+21.61 BEGIN AC DIKE (TYPE A) 8.99' Rt "D" 20+57.75 No. R © ! T L a 1 100.00' 130 09' 1' 0" 126.81 ' 252.51 ' Q 22.91 ' 350 56' 40" 7.43 14.38' CITYOFBA) flrERSFIELD r CALIFORNIA "D" 20+64.09 PI SEE NOTE 2--/ N 13053"51" 21.77 / "D" 20+85.86 BC "D" 21+20.24 POE END AC DIKE (TYPE A; 7.09 Rt D" 21+08.62 "D" 21+00.24 EC N 4905031" E 20.00' PUBL /C WORKS DEPARTMENT BEGIN CHAIN LINK FENCE 44.56 Rt 'A 11+44.79 YPE CL -6 Mod END CHAIN LINK FENCE (TYPE CL -6 Mod CONNECT TO EXISTING FENCE 74.06' Rt "A" 11+50.30 File Name: XXXXXXXX Drawn: M. Ramirez Job No.: XXXXXXXX Engineer: L. Juarez Date: XXXXXXXX Checked By: C. Gibson END -CHAIN LINK FENCE (TYPE 68.82' Rt ''A" 12+26.77 LAYOUT to I -6 Mod JI.HLCi I =GV L �1 QUINCY ENGINEERING, INC 3247 Ramos Circle Sacramento, CA 95827 - 2501 6RIDGE REHAB/L /TAT/ON SHEET N0. CARR/ER CANAL BR/OGEa.a z of zz -7Y 0 1 2 3 X X in IM 0 N e - O n X � N t7 U L r - C9 N Q r 4- k +- 0) L c E i L c� N C f X W -i rr I.� Z 0 Cl X F3 X X X LO N M II 0 W F- F - 0 a W M X L N 4- L F- L v L r- 4 -0N .C) c, 11 W Z NOTES: 1. CONTRACTOR SHALL POSITIVELY DETERMINE ALL HORIZONTAL AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION OF ANY COMPONENT OF ANY DRAINAGE SYSTEM IN ORDER TO VERIFY CONSTRUCTABILTY OF THE DRAINAGE SYSTEM AS SHOWN ON PLANS. O I r rt .z PLAN SCALE: 1 "--10" LEGEND: XXX DRAINAGE SYSTEM NUMBER ODRAINAGE SYSTEM UNIT REMOVE OVERSIDE2 DRAIN CAP INLET TYPE GOL INLET, FOR DETAILS NOT SHOWN SEE STD PLAN D72 12" x 12" OPENING 4:1 REGISTERED CIVIL CITY OF 9Ak'ER5FIEL D 1501 TROXTON A VENUE 9AKER5FIEL9, CA 9,3301 r ooLindsay J. Juare No. 068432 'Exp. 9/30/11 CIVIL P qTF � CAL REVISIONS NO. CA TE 9ESCRIRTION 2 J f/ #4 @, 8 BOTH WAYS FL ( CURB NOT SHOWN) 0 I II \Y I I I A r L I i___, T 0 } , J i Exist 12" CMP .I f Exist DI ------------ #4 x 8" CG 6 DRILL AND BOND 4" INTO Exist INLET SECTION A -A NO SCALE AS SHOWN PLAN D-1 113 QUINCY ENGINEERING, INC 3247 Ramos Circle Sacramento, CA 95827 - 2501 PUBL File NGtrte: XXXXXXXX Drown: M. RomlrezBRIQ�E REHA�/L /�ATION SHEET N0. Cl TY OF,BAKER4 ►'FI L D CAL IFORNIA I�/ WORMS DEPARTIVENT Job No.: XXXXXXXX Engineer: L, Juarez 'C R/ ER CAN.4L BR/DGS 5 OF 22 Dote: XXXXXXXX Chocked By: C. Gibson � �% 0 1 2 3 x x x x x C c) U L 4- L E 4- L 1-0N 0 n LJ Z 0 0 NOTES: 1. THIS PLAN ACCURATE FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY. 2. ALL Temp RAILING CALLOUTS ARE TO CENTERLINE OF RAILING. 3. STAGE CONSTRUCTION AND TRAFFIC HANDLING PLANS ARE CONCEPTUAL. THE CONTRACTOR SHALL SUBMIT A TRAFFIC HANDLING PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION. c� BEGIN REMOVE PAINTED TRAFFI.C._...ST.RIPE- ......... . . . Temp CRASH CUSHION (ARRAY TS14) /— W20-1 M M BEGIN REMOVE PAINTED TRAFFIC STRIPE -F- R/W REGISTERED CIVIL ENGJ- CITY OF 6AKER5FIE1D 1501 TRUXTUN A VENUE 5AKERSFIEL D, CA 93.301 — BEGIN REMOVE THERMOPLASTIC 0 TRAFFIC STRIPE Z NO. DA TE rr- 0 35.01Rt "A" 11+32.10 � �r3 // + 'j- 4 / f + w l i / ,-- RFMOVF THFRM0P1 ASTTr �+ w a BEGIN TEMPORARY RAILING (TYPE K 43.28' Rt "A" 9+85.27 LEGEND' C �s CONSTRUCT THIS STAGE TEMPORARY RAILING (TYPE K) TEMPORARY PAVEMENT DELINEATION DETAIL NUMBER DIRECTION OF TRAFFIC -1-1� CHANGE IN STRIPING DETAIL -*- CONSTRUCTION AREA SIGN - 1 POST 0 W Z J Q O QpFESSIpN q� ER i ndsay J. Juare z t4o, C68432 M Exp. 9/30/11 s� CIVIL P ti ATF OF CAL1Fa�� /4EUISIONS DESCRIPTION STAGE 1: 1. REMOVE AND REPLACE EXISTING BRIDGE RAILING ON EAST SIDE. 2. CONSTRUCT DRIVEWAY, ROCK SLOPE PROTECTION, STRUCTURE APPROACH, DRAINAGE INLET, AND FENCE. STAGE 1 CONCEPTUAL STAGE CONSTRUCTION AND TRAFFIC HANDLING PLAN SCALE: 1 "=20' SC -1 QUINCY ENGINEERING, INC 3247 Ramos Circle Sacramento, CA 95827 - 2501 File Name: XXXXXXXX Drawn: M. Ram f rez 1gR/DGS" REHAB/L /TA TION SHEET N 0 . C1TY0F.9A-)'Cf7RSF1ELD,CALIFORNIA PUBL IC WORKS DEPA R TMEN T Job No.: XXXXXXXX Engineer: L. Juarez DatCARR/ER CANAL BR/DGE 6 of 22e: XXXXXXXX Checked By: C. Gibson �� 7 y 0 1 2 3 X x X C 0) U L N -F- L -h I L C E 4- U) L Y .LJ 1 L tD N .Q C 01 ep Q X h ii W J LL Z 4 C14 x x x x a LO N N- 0 w 0 J CL w L N L 4- U) L C E L L uoN 0 u W J U - z NOTES: 1. DETOUR PLAN IS CONCEPTUAL. THE CONTRACTOR SHALL SUBMIT A DETOUR PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO BEGINING CONSTRUCTION. 2. PLACE PORTABLE CHANGEABLE MESSAGE SIGN IN ADVANCE OF THE FIRST WARNING SIGN 5 WORKING DAYS PRIOR TO CLOSURE. DURING THIS TIME SECOND FLASH SHALL ANNOUNCE DATES OF CLOSURE. ABBREVIATIONS: PCMS PORTABLE CHANGEABLE MESSAGE SIGN LEGEND: 11 REGISTERED CIVIL E CITY OF 8AKER5FIEL D 1501 TRUXTUN A VENUE BAKER5FIFL D, CA 93301 NO. I DA TE 2 1 // CLOSURE 3T 1 4 1 / WORK AREA PCMS 4 CONSTRUCTION AREA SIGN -ONE POST CONSTRUCTION AREA SIGN - TWO POST =:-- DETOUR DIRECTION SOUTH MANOR ST fiNORTH MANOR ST 5; 9' SPECIAL 1 NO SCALE a WESTBLUFF CT -►co a go SPECIAL 2 NO SCALE NOTE: FOR LOCATION, SEE SHEET DE -2 GENERAL SIGN FEATURES: 1. SIGNS SHALL BE MADE FROM %4" DURAPLY BOARD. SOUTHBOUND PANORAMA DRIVE TO NORTHBOUND MANOR STREET RAMP CLOSURE NO SCALE � DETAILS QEZOFESSIOAI R o indsay J. Juare z w No. C68432 M # Exp, 9/30/11 Civi P ti QEF DP CAL1F��a REVISIONS DESCRIPTION PCMS LOCATION MESSAGE FIRST FLASH SECOND FLASH O WESTBOUND N MANOR ST DETOUR�E PANORAMA DRIVE RAMP CLOSED AHEAD * SEE NOTE 2 2. THE LEGEND OF THE SIGN SHALL BACKGROUND (RETRO -REFLECTIVE). CONCEPTUAL BLACK ON AN ORANGE C D PLAN 3. THE BORDER OF THE SIGN SHALL BE BLACK (RETRO -REFLECTIVE). 4. ALL SIGN FEATURES TO BE RETRO- REFLECTOR IZED (ENGINEER -GRADE SCOTCH LITE.) CITY0FEAKE7RSFIELDf CALIFORNIA NO SCALE DEml LaQUINCY ENGINEERING, INC 3247 Ramos Circle Sacramento, CA 95827 - 2501 File Name: XXXXXXXX Drown: M. Ramirez BR/DG,L�" REHA,61L / TA TION SHEET N O • PURL/C WORKS DAP.ART� IE/VT Job No.: XXXXXXXX Engineer: L. Juarez Date: XXXXXXXX Checked By: C. Gibson CARR/,ER CANAL BRIDGE � a , r� y sof 2 2 0 1 2 3 x x x x x CL rn v N M CC n II 0 w I- F_ 0 CL w M F- 07, 0 N 0 n a w 0 0- w a 0 0) N L rl110N 4- L E L v L N C N w 2 0 NOTES: 1. DETOUR PLANS ARE CONCEPTUAL. THE CONTRACTOR SHALL SUBMIT DETOUR PLANS TO THE ENGINEER FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION. COURT MAINTAIN ACCESS FOR RESIDENTS 660' 350' REGISTERED CIVIL ENGj CITY OF BAKERSFIEL O 1501 TRUXTUN A VENUE BAKERSFIEL D, CA 93.301 % O QR0FESS10�9 R indsay J. Juare z No. C68432 M Exp. 9/30/11 s� CIVIL �P qT� OF CAt- 350 f I. REVIs1OJvs NO. DA TE DESCRIPTION 1 / / 4 350' 350' ABBREVIATIONS: PCMS PORTABLE CHANGEABLE MESSAGE SIGN LEGEND: CLOSURE 1 CONSTRUCTION AREA SIGN - t POST I CONSTRUCTION AREA SIGN - 2 POST o SURFACE MOUNTED CHANNELIZER PCMS I TEMPORARY BARRICADE ( TYPE III) SPECIAL 2 RAMP CLOSURE DETAIL NO SCALE y0F F PANORAMA DRIVE W20-3 PCMS LOCATION MESSAGE FIRST FLASH SECOND FLASH O<WESTBOUND PANORAMA DRIVE ARROW LEFT - CONCEPTUAL DETOUR DETAILS SCALE: 1 "=50' DE -2 13 QUINCY ENGINEERING, INC 3247 Ramos Circle Sacramento, CA X5827 - 2501 File Name: XXXXXXXX Drawn; M. Rom f rea BRIDGE"REHA IL /M TIO / SHEET N0. C/TYOFB,� _ 1 ERBF/ELD CALIFORNIA ,PURL IC WORKS D,�PARTMENT Job No.: XXXXXXXX Engineer; L. Juorez �J (^,// y ' �CARRIER CANAL BRIDGE . � t� � D OF 22 Dater XXXXXXXX Checked By: C. Gibson 0 1 2 3 x C: L rr LO L L E- L L ► L rl(\j C 0) x o u w 0-4 z r, ROADWAY ITEMS RAILING ITEMS Q Z w MINOR CONCRETE « W aD Z w le p W C� 0-4C7 Q r.. F- Q Z Q FROM TO Z QZ _ C p Q� N 0-4 Q W ao.. w Z^ �qp W cn... p CrW <C WQ g<t JQ .Jd p� 00 Z 0." p W ca Lr w LL w? Q cr v w� � 0 J Z0 ZV U. FROM TO x c0a o = o mo- CrL W Z W Z Y 0D WF- w Q L) CW p CL 0Lp� CLO Z I _2 STATION }t/) V Z "A" W J '`� -J.J -J LINE STATION LINE �-- N F-- m Q I -r- Q Q EA F-- F- J U 10+57.56 ct >Mw �M a 1 "A" w Twp �w 10+82.52 0CrLf- 25 0U. cn www "A" 10+82.52 "A" 11+07.50 -LLJ MQ M> D V)w I� C.�Ua_ w "A" x1 --I !-4 F- "a- 1 TOTAL Q Q cn (L>- Q Z >- "A" Cr L) 0 i-- L) o Q >- Rt/Lt LINE 0 -j < V) � © F--- L) c� 0 W w O (r -X F- "A" 1 TOTAL CID`,-- 25 1 1 1 Cr Q_ M Cr CL. U %ft.. LINE STATION LINE STATION CY CY TON LF LF SOFT CY SQYD LF "D" 20+64.09 "D" 21+08.62 13 "A" 14+65.00 Rt 24 651 2 0 "D" 20+64.09 "D" 21+08.62 Rt 9 14+65.00 Rt 27B 389 202 1 3.2 1 "D" 20+64.09 "D" 21+08.62 Rt "A 13 Rt 27B "D" 20+57.75 "D" 21+08.62 Rt "A►► 14+65.00 48 8 "A" 10+81.39 "A" 11+25.79 Rt A►► Rt 46 357 18 "D" 20+54.85 D 20+64.09 6 51 357 18 1 106 19 255 A "All A►► 11+50.58 1 1 .3 24 "A" 12+14.02 "A" 12+30.41 18.7 43 "A" 11+44.79 "A" 11+50.30 30 "A" 12+21.61 "A" 12+26.7 7 24 TOTAL 13 9 13 48 46 255 67 67 54 RAILING ITEMS DRAINAGE ITEMS PAVEMENT DELINEATION ITEMS O QR0 ESSICO) REGISTEREo CIVIL ENGINEER M indsay J. Juarern i CITY OF 9AKERSFIELD No. 068432 1501 TRUXTUN A VENUE Exp. 9/30/11 9AKERSFIELD, CA 93.301 ;c �• s� CIVIL tP qTF OF CAL REI//S101VS NO. DA TE DESCRIPTION 9 / / 4 Q Z w CL « W aD J W l le p W C� 0-4C7 Q F- F- Q Z Q FROM TO Z QZ Cr C p Q� N 0-4 Q W ao.. w Z^ �qp v), .� cn... p F -F <C WQ g<t JQ .Jd p� 00 Z 0." p W ca Lr w LL w? � CL U C1C WCL WCC Z0 ZV OY OZ w Q CC ma: Z p,. mo- mo- (0p,r Z W� 0D WF- w� w� CC -A Z Q� Q Q� _2 STATION }t/) V Z "A" W J J F-- a- t-1- LINE STATION LINE STATION LF EA EA EA EA "A" 10+26.31 "A" 10+57.56 ct >Mw �M 1 1 "A" "A" 10+57.56 "A►► 10+82.52 0CrLf- 25 0U. ow 1 "A" 10+82.52 "A" 11+07.50 25 MQ M> "A" Z 12+25.0)0 "A" 11+07.50 "A" 11+32.50 w wQ 1 TOTAL Q Q "A" 11+26.18 "A" 11+44.18 CC CL LINE STATION Rt/Lt LINE 1 "A" r12+07.28 "A" 12+25.18 SOFT SOFT SOFT SOFT "A" 1 TOTAL 25 25 1 1 1 2 DRAINAGE ITEMS PAVEMENT DELINEATION ITEMS O QR0 ESSICO) REGISTEREo CIVIL ENGINEER M indsay J. Juarern i CITY OF 9AKERSFIELD No. 068432 1501 TRUXTUN A VENUE Exp. 9/30/11 9AKERSFIELD, CA 93.301 ;c �• s� CIVIL tP qTF OF CAL REI//S101VS NO. DA TE DESCRIPTION 9 / / 4 Cl T Y OF A 6A KE 7RSFIE Z Df CA L /PORN/A PUBL IC WORKS DEPARTMENT File Name: XXXXXXXX Drawn: M. Ramirez Job No.: XXXXXXXX Engineer: L. Juarez Date: XXXXXXXX Checked By: C. Gibson REMOVAL AND RELOCATION ITEMS THERMOPLASTIC w J v TRAFFIC STRIPE W O ZZ w C FROM N 0-4 Q W ao.. F -F <C Z �-- ,.-.. r' Z 0." p W J Z CL P-1 w LL U t � CL U C1C WCL M w WL) OY OZ w w CC Q FROM TO Z V) V)Z ,0 CC -A Z Q� Q Q� _2 STATION }t/) V Z "A" W J J F-- a- t-1- 0 DESCRIPTION 12+21.61 O WC7� CL.Z 0 w 0 w f-" Z O 11+09.00 "A" 10+82.00 ct >Mw �M >w >M "A" 11+29-00 1 m 0CrLf- crw 0U. ow 1 "A" �-' Mwa w> MQ M> "A" Z 12+25.0)0 �--y .: wscr < w wQ TOTAL Q Q W Z !- Q CL CC I--- CC CL LINE STATION Rt/Lt LINE STATION Rt/Lt DETAIL N0. LF LF SOFT SOFT SOFT SOFT "A" 8+14.00 Rt "A" 9+59.00 Rt 27B 141 0 0 "A" 8+14.00 Rt "A" 14+65.00 Rt 8 3.2 651 TYPE GOL INLET WITH GRATE TYPE 24-10C b "A" 8+14.00 Rt "A" 14+65.00 Rt 24 651 2 0 "A" 11 +47.33 Al� 10+77.00 Rt "All 14+65.00 Rt 27B 389 202 1 3.2 1 1 "A 8+14.00 Rt "A 14+65.00 Rt 27B 651 "A►► 8+14.00 Rt "A►► 14+65.00 Rt 8 455 "A" 111+08.00.1 11+08.00 Rt A►► 14+65.00 Rt 27B 357 18 19 TOTAL 1181 6 51 357 18 1 106 19 Cl T Y OF A 6A KE 7RSFIE Z Df CA L /PORN/A PUBL IC WORKS DEPARTMENT File Name: XXXXXXXX Drawn: M. Ramirez Job No.: XXXXXXXX Engineer: L. Juarez Date: XXXXXXXX Checked By: C. Gibson REMOVAL AND RELOCATION ITEMS w J a W O ZZ w C FROM TO 0-4 Q W ao.. F -F Z �-- w� w LL U t > WL) OY OZ w � w Z z ,0 CC -A C1C to Q U STATION LINE STATION }t/) V Z "A" 11+44.79 "A" Z Z � 0 DESCRIPTION 12+21.61 "A" 12+26.77 24 "A" O 11+09.00 "A" 10+82.00 W W 11+39.00 "A" 11+29-00 1 Z w 12+22.00 "A" 12+53.00 1 "A" 11+07.00A "1+05.00 1 "A" Z 12+25.0)0 �--y W -I-- t..) V) 0 Z Z CL TOTAL Q Q W Z !- Q N �.,.� ,J I."S."Q 0-4 W , Ll- 4- M LB CY EA EA 0 0 1 a "A" 10+92.41 42.84 Rt 202 3.2 TYPE GOL INLET WITH GRATE TYPE 24-10C b "A" 10+95.90 43.49 Rt 1 2 0 "A" 11 +47.33 55.94 RT 1 1 TOTAL 202 1 3.2 1 1 Cl T Y OF A 6A KE 7RSFIE Z Df CA L /PORN/A PUBL IC WORKS DEPARTMENT File Name: XXXXXXXX Drawn: M. Ramirez Job No.: XXXXXXXX Engineer: L. Juarez Date: XXXXXXXX Checked By: C. Gibson REMOVAL AND RELOCATION ITEMS SUMMARY OF QUANTITIES Q- 1 QUINCY ENGINEERING, INC Ila 3247 Ramos Circle Sacramento, CA 95827 - 2501 BRIDGEf?FHA B/L /TAT/ON SHEET N0. CARR/ER CANAL BRIDGE d, 7 y 10 of 22 0 1 2 3 w a V) Z Q V) FROM TO 0-4 Q W ao.. UZ w� w LL U t > OY OZ w � w ,0 CC -A C1C to LINE STATION LINE STATION LF LF "A" 11+44.79 "A" 11+50.30 30 "A" 12+21.61 "A" 12+26.77 24 "A" 11+09.00 "A" 10+82.00 1 "A" 11+39.00 "A" 11+29-00 1 "A" 12+22.00 "A" 12+53.00 1 "A" 11+07.00A "1+05.00 1 "A" 12+25.0)0 "Ali -pi 2+2 5.00 1 TOTAL 54 5 SUMMARY OF QUANTITIES Q- 1 QUINCY ENGINEERING, INC Ila 3247 Ramos Circle Sacramento, CA 95827 - 2501 BRIDGEf?FHA B/L /TAT/ON SHEET N0. CARR/ER CANAL BRIDGE d, 7 y 10 of 22 0 1 2 3 FA X X X X CL n u 0 W 0 CL 2 11+00 74'-7%"-+ measured along �- Bridge W 4v I I I I ✓' '/ C�1 1 Abut 1 4 .,� I I OG I I 4 Abut 4 II II II II Bent 2 Bent 3 \ BB 11+38.45+7. \ 1+38.45± .\ \ \ Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. Notes: a 0 W Crash cushion MBGR, see "Road Plans" Replace Barrier, see "Barrier Details" sheet Shotcrete, see "Abutment Details" sheet Existing structure Indicates Exist 4" Gas "A" Line 0 Bridge 39'-6"+ 1'-5K4± 18'-31/411± 18/-31/411+ +I ELEVATION Exist Bridge �'� No . 5 OC - 002 0 L 1 "=10` r Vo r % Conc Barrier ( Type 736) w i th Chain j I -I- f•-�- ---j -�-'-�•.-I-..--..-- _._ _ Link Railing (Type7) r Cone Barrier I j I I 1 1 I I (Type 736) I I I Exist Bridge No. 50C -0020L to remain "A" Line N 24048'24" W 1 2 I OQ\ 3 Bridge_ N 24048'24" W� Exist Bridge No. 50C-002OR PLAN- 1 ClTYOFBAKERSF/ELD, CAL /PORN/A \ EB 12+13.09± \ \To East Roberts Lane\ REGISTERED CIVIL NG, CI Tr OF RAKERSFIEL D 1501 TRUXTUN A VENUE BA1(ER5FIEL D, CA 9,?.301 QRpFESSIa�� NEER Tim Osterkamp No. 4t) f53 r UP. 6/30/11 � STgT CIVIL tiP F OF CAI.IFp�� R`t//S/CANS NO. ©A TE DESCRIPTION z // 4 mz>r, see --Noaa FI ans" PUBL /C WORKS DEPARTMENT Exist 4" Gas I I ( I to remain II 11 II II �I II II II ll II II 0 T"T I I I I I I I I I I I I 1 1 i i i t I t 1 1 I I t i I I I t I t 1 1 I I I I I l 1 1 i t i t I I 1 1 I I I I I I I I I I Manor St File Name: b267agp Job NO.: T8K 129 Date: 8/27/20 ? O TYPICAL SECTION r'=s' GENERAL NOTES DESIGN: AASHTO LRFD Bridge Design Specifications, 4th Edition with Interims through 2009 and the Caltrans Amendments v.4; except that abutments, Standard Plans dated May 20069 Revised Standard Plans through October 2007, and Standard Bridge Details XS sheets are designed using Bridge Design Specifications (1996 AASH TO w/ Revisions by Caltrans) REINFORCED CONCRETE: fy = 60 ks i f' -= 3.6 ksi n = 8 QUANTITIES Bridge Removal (Portion).............................................................. LUMP SUM Drilland Bond Dowel ------------------------------------------------------------------------- 375 LF Shotcrete...................................................................................................19 CY Chain Link Railing ( Type 7) ---------------------------------------------------- 75 LF Concrete Barrier ( Type 736) ....................................................1 50 LF QUINCY ENGINEERING, INC 3247 Ramos Circle Sacramento, CA 95827 - 2501 Drawn: J. Bland GENERAL PL4N SHE T E No. Eng i neer: J. Revell Checked By: D. MoBSman CARR/ER CANAL BRIDGE 11 OF 22 �y 0 1 2 3 X X ist AC overlay Limits of remove AC overlay :[/-7_T�7J17_TI TJ� Quadquard II, see ' Road Plans" Remove Exist bridge rail, see Note 2 ��Exist Reinf See Note 1 Conc slab � 1-o --Exist 4" Gas \tom/ to remain BRIDGE REMOVAL 11=1 III III�11�1 �Ir�� 11/2 "-1—Oil rB11-52 Chain Link Railing (Type 7) East (right) Barrier only Match Exist AC overlay - Exist AC overlay-- Exist Reinf Conc slab Dri I I and bond #8 4 6 in 8" deep ho I e Dr i I l and bond #8@,12 in 8" deep hole, NS M 1 � I II tl F I II If i I II II I I II rl 1 i 11 fl I I II II { I II II I I 11 II I I f II fl I I II fl I I fl II I t II 11 1 f l l 1 1 1 ► r l I I I Exist Approach Slab --- - see Note 3 6" 1 j Cir Crash cushion ••� Chain Link Railing (Type 7) not shown Concrete Barrier (Type 736) Top of deck Chain Link Railing ( Type 7) not shown foundation, Dri I I and bond see Note 3 #8 @ 6 i n F f 10" deep hole, FS ABUTMENT 1 SOUTHEAST CORNER rB1-56 611-5 (Other corners similar, see Note 4) /4'I 1,-0" Exist Reinf DETAIL 1 I. Conc slab , Exist Approach Slob, i see Note 3 I I I I I , I I r Concrete BarrierrB11-56 I (Type 736) % Crash cushion / foundation, see Note 3 2CIr i 11/2" C I r 1 ,_0If+ limits of new AC overlay Exist slab Reinf, Typ BRIDGE RAIL "-1 /_0 it 11/2 ©II , 1 , 1 I I I , I I , I , I Drill and bond #8 G 12 in 10" deep ho I e Note: The Contractor sha I I verify all controlling field dimensions before ordering or fabricating any material. C1TY0FA6A1fAER45F1AELD CA L /PORN/A Exist Edge of Deck SECTION A—& ,,f2=1 ,_0.. #4 x 2'-611, Tot 2 Concrete Barrier (Type 736) LO -#8Q12 Edge of deck DRILL AND BOND LAYOUT. 11/9 "=1 '-0" File Nome: b267odt1 PUA6L /C WORKS DEPAR'TME/VT Job No.: T8K129 Dote: 8/27/2010 Drawn: J. Bland Engineer: J. Revell Checked By: D. Mossmon Q 4?,OFESSIa�9 fizek Ili REGISTERED CIVIL NGINEER GI Tim Osterkamp CITY OF BAKERSFIEL DNo. 46783rMn 1507 TRUXTUN AVENUE CC Exp. 6/30/11 BAKERSF.1,aD, CA 9.3.301 49 s� CIVIL P aTF OF CALIV REVISIONS NO. DA TE DESCRIPTION 1 / 4 // . Parapet Post Pocket Note: At East (right) Barrier only DETAIL 1 1611-56 B1 1-52 3"=1 ,_0„ 4" x 5" x 9" or 5" Dia x 9" post pocket 8" Tot 2 per post �4 x V-0", Tot 2 Notes: 1. Existing pipe hangers and associated fasteners along east edge of deck to remain for support of existing utility. 2. Ensure that existing utility along east edge of deck remains supported during removal of existing bridge rail. 3. For approach slab remova i details and crash cushion foundation details, see "Abutment Details" sheet. 4. Abutment 1 southeast corner shown, abutment 4 northwest corner similar. Abutment 1 southwest corner and abutment 4 northeast corner similar but opposite hand and without crash cushion. Legend: Indicates Bridge Removal (Portion) QUINCY ENGINEERING, INC 1 il 3247 Ramos Circle Sacramento, CA 95827 - 2501 BARR/ERDETA/LS SHEET No. CARR/ER CANAL 8R/OGE �, a . � � 12 of 22 X N X X T CL M r-- II 0 W I- I - 0 a. W 2 c N 4 N jo V L a U i 4- W L N f c 0 11 W __j W Z Q Abutment stemwal I I i I I I I I I I I I I t Excavation to be deter by Engineer Exist shotcrete, Abut 1 only - Cl 7 Y OF BA KERSFIEL D r nly SECTION A—A x/211+1 ,_O,l Notes 1. Abutment 1 shown, Abutment 4 similar but opposite hand. 2. Extend shotcrete to east edge of deck or to existing shotcrete. 3. Approach slab remova I and crash cushion foundation at southeast corner of bridge shown, northwest corner similar. Shotcrete Approx OG "A" L i ne East (right) structure _{_ West (left) structure Conc Barrier (Type 736) Abutment stemwa I I 3%vc IVu I c%_> I ul `u 4 - ABUTMENT 1 ELEVATION '/2"= 1 ,_Olt C/TYOFBAKERSF/ELD, CA L /PORN/A PUAVC WORKS DEPARTMENT Legend: = Shotcrete rzA_ Limits of approach slab removal 00 \ N �o I? EssrQIV hw� Fti REGISTERED CIVIL -*ENGINEER �, Tim OsterkQmp CITY OF BAKER5FIEL D a No. 46783 1501 TRUXTUN AVENUE EXP. 6/30/11 BA1(ER5FIELD, CA 9.3.301 4( sX cIYIL tiP ATF CAl REV 4510NS NO. OA TE DE5CRIPTION 2 4 18 /-o" APPROACH SLAB PLAN, See Note 3 IW .90 101/2 Concrete Barrier (Type 736) ------ Concrete 36) ----- Concrete Barrier lT.. -- -,-, CRASH CUSHION FOUNDATION PLAN Approx OG Quadguard II not shown, see "Road Plans" 0 M File Nome: b267cadt2 Drawn: J. Blond Job No.: 78K129 Engineer. J. Revell Date: 8/27/2410 Checked By: D. Mossmon 4 `-- o" 11+1 ,_Oil t9 - t _0 #5 Tot 4 each face ��---_--- -_-- -- #5 Tot 4 Crash cushion --- #5 Tot 2 foundation Exist approach slab SECTION B -B %11=1/-011 QUINCY ENGINEERING, INC bt 3247 Ramos Circle Sacramento, CA 95827 - 2501 A,6Ur1W,FNTD,FTA&S SHEET NO. CARR/ER CANAL BR/OGE �. c� - 13 OF 22 0 1 2 3 X x Fil E4 x 0 N rt - 0 r - n It D Ld t^- 1-- 0 ..! CL W I -- NOTES: 1. THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. 2. TRAFFIC HANDLING PLAN IS CONCEPTUAL. THE CONTRACTOR SHALL SUBMIT A TRAFFIC HANDLING PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION. LEGEND: ® CLOSURE CONSTRUCTION AREA SIGN TRAFFIC CONE PCMS I TEMPORARY BARRICADE ( TYPE III) =C�:- DIRECTION OF TRAFFIC ABBREVIATIONS: PCMS PORTABLE CHANGEABLE MESSAGE SIGN CITYOFSAIfERSFIELD, CALIFORNIA V) V) w Z C30(CA) —. -aj %...--r. ON BARRICADE) 4 V) U 0-1 LL U Q CL 0 0 0 0 0 0 O O O O O O Q .._. Q . ... ....�Q. _.... REGISTERED CIVIL ENGJ CITY OF BAKERSFIEL D 1501 TRUXTUN AVENUE BA/fERSFIEL 9, CA 93301 / O eROEESSIpNq R 0 indsay J. Juare � Z a No. 068432 M Exp. 9/30/11 CIVIL F OF CAL1�A REVISIONS NO. DA TE DESCRIPTION 2 4 // W20-5 W20-1 W z ►-1 J U f— Q CONCEPTUAL TRAFFIC HANDLING PLAN NO SCALE TH ml LAQUINCY ENGINEERING$ INC 3247 Ramos Circle Sacramento,CA 95827 - 2501 File Name: XXXXXXXX Drown: M. Ramirez BRID Gj E REHA BIL /TA TION SHEET N O . PUBL /O WORKS DEPAh'T/IiIENT Job No.: XXXXXXXX Eng/neer: L. Juarez Dote: XXXXXXXX Checked By: C. Gibson +�'/1//ON.41/�N�ClE O[/Ef'h�t�,�90 14 OF 22 �, - �j 0 1 2 3 MESSAGE PCMS LOCATION FIRST FLASH SECOND FLASH NORTHBOUND UNION Ave MERGE 1 UNION Ave TRAFFIC RIGHT NORTHBOUND 2 ARROW RIGHT UNION Ave < > 3 SOUTHBOUND ARROW RIGHT - UNION Ave LEFT LANES MERGE 4SOUTHBOUND UNION Ave CLOSED AHEAD RIGHT CITYOFSAIfERSFIELD, CALIFORNIA V) V) w Z C30(CA) —. -aj %...--r. ON BARRICADE) 4 V) U 0-1 LL U Q CL 0 0 0 0 0 0 O O O O O O Q .._. Q . ... ....�Q. _.... REGISTERED CIVIL ENGJ CITY OF BAKERSFIEL D 1501 TRUXTUN AVENUE BA/fERSFIEL 9, CA 93301 / O eROEESSIpNq R 0 indsay J. Juare � Z a No. 068432 M Exp. 9/30/11 CIVIL F OF CAL1�A REVISIONS NO. DA TE DESCRIPTION 2 4 // W20-5 W20-1 W z ►-1 J U f— Q CONCEPTUAL TRAFFIC HANDLING PLAN NO SCALE TH ml LAQUINCY ENGINEERING$ INC 3247 Ramos Circle Sacramento,CA 95827 - 2501 File Name: XXXXXXXX Drown: M. Ramirez BRID Gj E REHA BIL /TA TION SHEET N O . PUBL /O WORKS DEPAh'T/IiIENT Job No.: XXXXXXXX Eng/neer: L. Juarez Dote: XXXXXXXX Checked By: C. Gibson +�'/1//ON.41/�N�ClE O[/Ef'h�t�,�90 14 OF 22 �, - �j 0 1 2 3 X m 4L N N M W x � LQ N .Q L 1 L C E 1 I- U) L 1 L r - w N C -{7 Q X Il w J 4. Z 0 Q x y X x P WE 0 N 0 n u a w 1- 0 J 0- W a a c- 0) M N / L U) L` C E a L L r- 1-0 N C / n W 1-4 Z NOTES: LEGEND: 1. THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. 2. TRAFFIC HANDLING PLAN IS CONCEPTUAL. THE CONTRACTOR SHALL SUBMIT A TRAFFIC HANDLING PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION. 11, S h- 0 N CLOSURE CONSTRUCTION AREA SIGN TRAFFIC CONE PCMS TEMPORARY BARRICADE ( TYPE III) DIRECTION OF TRAFFIC W Z` C30 (CA) (MOUNT ON BARRICADE) W20-1 �-9 LC30-(CA) {MOUNT. ON :BARRICADE) Cl T Y OF SA KERSFIEL D. CAL /PORN/A ABBREVIATIONS: PCMS PORTABLE CHANGEABLE MESSAGE SIGN PUBL /C WORKS DEPARTMENT G20-2 W W Z 2 S1 elZ) eapFES q� REGISTERED CIVIL ENGINEER jRdSOy J. JUor@^ z CITI' OF 94KER5FIELD No. C68432 M ct 1501 TRUXTUN AVENUE 9/30/11 9AKERSFIELD, CA 9.3.301 Exp • �--- s� CIVIL qTF CF' CAL 1F�P�� REI//SIGNS NO, DA TE DESCRIPTION I 2 4 W J Z CONCEPTUAL TRAFFIC HANDLING PLAN NO SCALE THa*3 QUINCY ENGINEERING, INC 3247 Ramos Circle Sacramento, CA 95827 - 2501 File Nvme: XXXXXXXX Drown: M. Ramirez A6RIDGAEREHAA61L /TA TION SHEET NO. Job No.: XXXXXXXX Engineer: L. Juarez 16 OF 22 c�rio�vA VENUE ovERHEAn `� y Dater XXXXXXXX Checked By: C. Gibson 0 1 2 3 MESSAGE PCMS LOCATION FIRST FLASH SECOND FLASH < > 9 NORTHBOUND LEFT LANES MERGE UNION Ave CLOSED AHEAD RIGHT NORTHBOUND 10 UNION Ave ARROW RIGHT - 11 SOUTHBOUND ARROW RIGHT - UN ION Ave SOUTHBOUND LEFT LANES MERGE 12 UNION Ave CLOSED AHEAD RIGHT Cl T Y OF SA KERSFIEL D. CAL /PORN/A ABBREVIATIONS: PCMS PORTABLE CHANGEABLE MESSAGE SIGN PUBL /C WORKS DEPARTMENT G20-2 W W Z 2 S1 elZ) eapFES q� REGISTERED CIVIL ENGINEER jRdSOy J. JUor@^ z CITI' OF 94KER5FIELD No. C68432 M ct 1501 TRUXTUN AVENUE 9/30/11 9AKERSFIELD, CA 9.3.301 Exp • �--- s� CIVIL qTF CF' CAL 1F�P�� REI//SIGNS NO, DA TE DESCRIPTION I 2 4 W J Z CONCEPTUAL TRAFFIC HANDLING PLAN NO SCALE THa*3 QUINCY ENGINEERING, INC 3247 Ramos Circle Sacramento, CA 95827 - 2501 File Nvme: XXXXXXXX Drown: M. Ramirez A6RIDGAEREHAA61L /TA TION SHEET NO. Job No.: XXXXXXXX Engineer: L. Juarez 16 OF 22 c�rio�vA VENUE ovERHEAn `� y Dater XXXXXXXX Checked By: C. Gibson 0 1 2 3 x x x x WE 0 N r- 0 A 11 O W F -- F- O CL W F - Q Q N r L -- E L N C / u W J LL Z 0 In NOTES: 1. THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. 2. TRAFFIC HANDLING PLAN IS CONCEPTUAL. THE CONTRACTOR SHALL SUBMIT A TRAFFIC HANDLING PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION. LEGEND: i CLOSURE CONSTRUCTION AREA SIGN TRAFFIC CONE PCMS TEMPORARY BARRICADE (TYPE III) DIRECTION OF TRAFFIC ABBREVIATIONS: PCMS PORTABLE CHANGEABLE MESSAGE SIGN 30! M___x-�----` E. MESSAGE PCMS LOCATION FIRST FLASH SECOND FLASH NORTHBOUND '11C ; MERGE 13 UNION Ave CLOSED AHEAD LEFT 14NORTHBOUND ARROW LEFT UNION Ave 5 s> SOUTHBOUND ARROW LEFT O UNION Ave N SOUTHBOUND RIGHT LANES MERGE 6 <s> UNION Ave CLOSED AHEAD W. Z` G20-2 LEGEND: i CLOSURE CONSTRUCTION AREA SIGN TRAFFIC CONE PCMS TEMPORARY BARRICADE (TYPE III) DIRECTION OF TRAFFIC ABBREVIATIONS: PCMS PORTABLE CHANGEABLE MESSAGE SIGN 30! M___x-�----` Cl TY OF - B -A Iff 7RSFIEL Df CA L /FOR/V/A PUAL /C WORKS DEPARTMENT 4- 0: } W 0: W i— Z Ca ,s QRpFESSIQ Nq� REGISTERED CIVIL ENGINEER jndSay J. Juare z CITY OF BAKERSFIRL 9 cc No. C68432 M 1501 TROXTUN AVENUE Exp. 9/30/11 BAKERSFIEL D, CA 93.301 it s,4 CIVIL �1P OF CALI�� RE VIS/ONS NO. I DA TE DESCRIPTION CONCEPTUAL TRAFFIC HANDLING PLAN NO SCALE TH-4 OUINCY ENGINEERING, INC 3247 Ramos Circle Sacramento, CA 95827 - 2501 F J 1 e Name: XXXXXXXX Drawn: M. Ram l rex ®/�/ � REHABIL/TA TION SHEET N0. Job No.: XXXXXXXX Engineer:. L. Juarez Date: XXXXXXXX Checked BY : C. Gibson UNIONA VENUE OVERHEAD '�. a - ? y 17 OF 22 0 1 2 3 E. MESSAGE PCMS LOCATION FIRST FLASH SECOND FLASH NORTHBOUND RIGHT LANES MERGE 13 UNION Ave CLOSED AHEAD LEFT 14NORTHBOUND ARROW LEFT UNION Ave 5 s> SOUTHBOUND ARROW LEFT UNION Ave SOUTHBOUND RIGHT LANES MERGE 6 <s> UNION Ave CLOSED AHEAD LEFT Cl TY OF - B -A Iff 7RSFIEL Df CA L /FOR/V/A PUAL /C WORKS DEPARTMENT 4- 0: } W 0: W i— Z Ca ,s QRpFESSIQ Nq� REGISTERED CIVIL ENGINEER jndSay J. Juare z CITY OF BAKERSFIRL 9 cc No. C68432 M 1501 TROXTUN AVENUE Exp. 9/30/11 BAKERSFIEL D, CA 93.301 it s,4 CIVIL �1P OF CALI�� RE VIS/ONS NO. I DA TE DESCRIPTION CONCEPTUAL TRAFFIC HANDLING PLAN NO SCALE TH-4 OUINCY ENGINEERING, INC 3247 Ramos Circle Sacramento, CA 95827 - 2501 F J 1 e Name: XXXXXXXX Drawn: M. Ram l rex ®/�/ � REHABIL/TA TION SHEET N0. Job No.: XXXXXXXX Engineer:. L. Juarez Date: XXXXXXXX Checked BY : C. Gibson UNIONA VENUE OVERHEAD '�. a - ? y 17 OF 22 0 1 2 3 X X X X CA M R r 1) r 0 W w 0 0- W 2 _0 0 N 0 �1 0 W f- 0 J W a 295'-1"± measured along "C" Line -_ ... r'L� . �... -- . _ �.� . = iw�S�L'��-�• - . '��'i�L : -..•.•ter .. �...T':-�:i : rr. Z�T`�r...•�..r- ..•.�...•....� .. .�... ice- .. �� �.� .. =.. ..-�. +�_ .. �.� . •_..� _�..� .......�� . _ ..� ..-......� .. -..- ....�_ .. �-... _...�. _ USE" ��\ t-.—._�_.._.._....� ��.�__.....—..�_......._..__.__.._._...._..�_..^ ��.._.._..._......—.._.._......___._...-.._..,..._.—._..� ��....._...._._.._.---.__.__-----------.�... 'rte/ Sumner St UPRR Tracks C Union Ave Abut 5 Abut 1 I I I I I I a Loop OG � ff Datum E I ev 400.00± Pier 2 Pier 3 Pier 4 1 DEVELOPED ELEVATION i It =zo QUANTITIES Remove Concrete Curb ----------••----•------••----•------• ..................1 39 LF Remove Concrete Sidewalk ............................................. 44 LF Clean Br i dge Deck--------•..........................................•--------•---- 31620 SOFT Clean Expansion Joint ...................................................... 204 LF RepairBarrier................................................•--............--------- LUMP SUM Repa i r Median.......................................................................... LUMP SUM Joint Seal ( Type B MR = 1!/2") -------•••--•-••-----------------• 204 LF Treat Bride Deck................................................................ 31620 SOFT Furnish Bridge Deck Treatment Material ......... 351 GAL Minor Concrete (Curb) ....................................................... 139 LF Minor Concrete (Sidewalk) -------------•----••--•-•-••--••----•----•--- 220 SOFT BB 98+25.76± 72 Elev 444.88 /—ni GENERAL NOTES DESIGN: AASHTO LRFD Bridge Design Specifications, 4th Edition with Interims through 2009 and the Caltrans Amendments v.4; except that abutments, Standard Plans dated May 2006, Revised Standard Plans through October 2007 and Standard Bridge Details XSsheets are designed usingBridge Design Specifications (1996 AASHTO w/ Revisions by Caltrans) REINFORCED CONCRETE: fy = 60 ks i fc-3.6ksi n - 8 Exist Bridge No. 50C-0316 To Downtown 7-- -1-7-77" -'-'-"7 7- /7/ L i ne 0) . . .. . zzzz Me "C" Line 1 96'- 0"± 1 Q,Rpf ESS10 <) REGISTERED �ql REGISTERED CIVIL NGINEER Tim Osterkam� z CITY OF SAKERSFIELD awc No. 46783 1501 TRUXTUN AVENUE Ex 6/30/11 BAKERSFI£L D, CA 9.3501 {� p• s� CIVIL 4TF OF CAL RE V /V /®/V49 NO, OA TE DESCRIPTION 4 4 /- 0"± 5'-0"+ 40'-0"+ Traveled Way 40'-0"+ Traveled Way 5'-0"+ +' Exist 1 1/2 "conduit Exist City of Bakersf ield =� Conc Barrier 1-0"± for traffic signals, lighting utiIity in existing 1 '-0"+ ( Type 26) protect i n p! ace conduit, protect in place with Chain �I � Profile fl Link Railing (Type 7)9 Typ -2/± Grade —L—A A— Y�— Exist future .. ._—.._._...— .—..._.._.. utility conduit, T � -I� -�". �.._.._(...._..._.._..—..�._.r_.�..�-----_.......�.�—..�.._...... protect in place 1 1 1 I I I I I fi I I I I I I 1 1 I I I I I I I I I I 1 1OG I! I I I I I t J TYPICAL SECTION 1 11=1 0" E 1 j 102+00 --- - -S -- -S I •� / To pildale _ /�V.�. &Kern River • .wy tee___. �e .. .... .._._. �....._..` .� _� ._ ..._..�.._..... -e _e--�-- 1 5 ti Note: 0) The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. C1TY0Fj6AKjERSF1jELD, CAL /FOR/1//A PLAN "=zo 5 PUBL /C WORKS DEPARTMENT 1 Y--/ ( 2 EB 101+20.86± E 1 ev 449.83± File Nome: b267bgp Drawn: J. Blond Job No.: T8K 9 28 Engineer: J. Revell Date: 8/27/2010 Checkecd By: D. Mossmon Notes: Indicates limits of Clean Bridge Deck and Treat Bridge Deck D Repair Barrier, see Abutment Details sheets Repair Sidewalk and Curb, see "Miscellaneous Details" sheet 3 Repair Curb, see "Miscellaneous Details" sheet Repair Median, see "Miscellaneous Details" sheet 5 Replace Joint Seal City of Bakersfield lighting utility -e— --S -- City of Bakersfield Traffic Signal Utility QUINCY ENGINEERING, INC 3247 Ramos Circle Sacramento, CA 95827 - 2501 GENERAL PLAN SHEET NO. UNION A V, NUE aVERHEADo.; - 7y 18 of 22 0 1 2 3 X X X X X 4 - ID LO N C V t L 0 U L t 0 LoN / C / 0 �r W W Z 0 0 Edge of sidewalk WWLOL ABUTMENT 1 SOUTHWEST PLAN yz,_,._o WWLOL J EOD ABUTMENT 1 SOUTHEAST PLAN Y2tt_11_0tt Conc Barrier ( Type 26 ) Top of deck DETAIL OG TV ,! Chain Link Conc Barrier Ra I i ng (Type 26) not shown, 1 ABUTMENT 1 SOUTHWEST ELEVATION Conc Barrier (Type 26) DETAIL Conc Barrier (Type 26) i i WW_j � I oc Top of deck ABUTMENT 1 SOUTHEAST ELEVATION yz,_,,_o, see Note Ex St Br to remc Approach slob ---� Legend: Indicates bridge removal (portion) Indicates remove de I am i noted concrete from face and replace, matching existing architectural treatment O QROFESSION-4 REGISTERED CIVIL tNGIIVEER �, Tim Osterkamp - CITY OF 9A1(ER5FIEL D No. 46783 1501 TRUXTUN A VENUE Exp. 6/30/11 BAKER5FIELD, CA 9.3501 4t x} P. CIVIL P qrE OF CALI�R�1 RE V/S/MVS NO. OA TE DESCRIPTION 1 2 3 // 4 Notes: Indicates remove and replace I concrete barrier ( portion) 1. Temporary removal of chain link railing permitted as needed. WW Indicates polystyrene 2. For Sections E -E and F -F, see "Abutment Details No. 3" sheet. SECTION A—A V2 11=1 /-Gtt Chain Link Rai I ing not shown, see Note 1 Pei - r i ca r- P m i o f SECTION B—B. �/2t,-1 ,-oil Remove( to motct barrier gap to f wingwal I Ex i s ^-�- "-rrier 5) Cut back Exist Long i t bars f new concrete and epoxy co< exposed ends TV DETAIL 1 V"=1 '—nil Cut back Exist Long i t bars to face of concrete and epoxy coat exposed ends E Barrier 26) f deck move deck concrete d w i ngwa I l concrete match face of rr i er and ensure gap between deck d wingwall :fisting deck Polystyrene, 2" or match existing thickness DETAIL 2 Note: The Contractor shall verify all 3"=1 /_0 11 QUINCY ENGINEERING INC controlling field dimensions bef ore ordering or fabricating any material. 3247 Ramos Circle Sacramento, CA 95827 - 2501 Ff/e Nome: b267bdt1 Drawn: J. Blond ABUTMENTDETA&SNo. f SHEET NO. Cl T Y 4F SA /ff 7RSIfZ D CAL IFORNIA PUBL IC WORKS ©APARTMENT Job No.. T8K 128 Eng (neer: J. Revell fI Date: 8/27/2010 Checked By: D. MnsSmon 1INIONA VENUE OVERHEAD a . a , � � 19 OF 2 2