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HomeMy WebLinkAbout2.2-74 Record Drawingx -11 Kul �l�� ���i� 1.�.�� 1� I�:l"�l� 1off • AFff AF / 1 AP AV ' _ J CANAL UN/ON AVENIIE O OVER' V.P.R.R. INDEX OF PLANS CARRIER CANAL RIDGE SHEET No. DESCRIPTION 1 TITL SHEET 2 L,AYO T 3-4 CONS RUCTION DETAILS 5 DRAINAGE PLAN 6-7 STAGE CONSTRUCTION AND TRAFFIC HANDLING PLANS 8-9 DETO R PLANS C-) f 10 SUMMARY OF QUANTITIES 0 N STRUCTURE PLANS O 11-13 CARRIER CANAL BRIDGE No. 50C -20R a � F- x w F- .. _U -N ION AVENUE 011. SHEET No. DESCRIPTION 14-17 TRAF IC HANDLING PLANS _ \ STRUCTURE PLANS v �- 1 8-22 UNION AVENUE -OH No. 50C-0316 0 NO SCALE THE STANDARD LANS LIST APPLICABLE TO THIS CONTRACT IS INCLUDED IN TH NOTICE TO BIDDERS AND SPECIAL PROVISIONS BOOK. L C: E L., 4- x _� J LL TO BUTTONWILLOW -�-- LOCATION OF CONSTRUCTION CARRIER CANAL Br Br No 5 OC - 0020R E ROBE / ROUTE 178 V -� x �ie% gp�P , i W COLUMBUS St 34TH St >c0C o Q FNS ��°,�,� w �F n 4�, w U jE I r l f. TRUXTUN Ave I 1 14, > 4 0 a a - O COLUMBUS St BERNARD St ROUTE 178 SU�\E S oG M 0 Ln x W F- W F -- 0 r J CL W M -11 Kul �l�� ���i� 1.�.�� 1� I�:l"�l� 1off • AFff AF / 1 AP AV ' _ J CANAL UN/ON AVENIIE O OVER' V.P.R.R. INDEX OF PLANS CARRIER CANAL RIDGE SHEET No. DESCRIPTION 1 TITL SHEET 2 L,AYO T 3-4 CONS RUCTION DETAILS 5 DRAINAGE PLAN 6-7 STAGE CONSTRUCTION AND TRAFFIC HANDLING PLANS 8-9 DETO R PLANS C-) f 10 SUMMARY OF QUANTITIES 0 N STRUCTURE PLANS O 11-13 CARRIER CANAL BRIDGE No. 50C -20R a � F- x w F- .. _U -N ION AVENUE 011. SHEET No. DESCRIPTION 14-17 TRAF IC HANDLING PLANS _ \ STRUCTURE PLANS v �- 1 8-22 UNION AVENUE -OH No. 50C-0316 0 NO SCALE THE STANDARD LANS LIST APPLICABLE TO THIS CONTRACT IS INCLUDED IN TH NOTICE TO BIDDERS AND SPECIAL PROVISIONS BOOK. L C: E L., 4- x _� J LL TO BUTTONWILLOW -�-- LOCATION OF CONSTRUCTION CARRIER CANAL Br Br No 5 OC - 0020R E ROBE / ROUTE 178 V -� x �ie% gp�P , i W COLUMBUS St 34TH St >c0C o Q FNS ��°,�,� w �F n 4�, w U jE I r l f. TRUXTUN Ave I 1 14, > 4 0 a a - O COLUMBUS St BERNARD St ROUTE 178 SU�\E S oG W r ot. a: a UA 0 I r s. C-11AW o CITY OF BAKERSFIE%I� •d + � o A 4 � . .SAIJD�'(ap STA TE O CALIFORNIA NOTE: � THE CONTRA C T ' R MUST POSSESS THE FOL L OWING VALID LICENSES: CLASS A ` _ v NO TE: THE CON TRA C TOR 1 SHA L L CONTACT THE USA L OCA TOR , SERVICE 1-800,-642-2444 48 HOURS PRIOR TO� EXCA VA TION. - APPR0►VHD BY.- � RAUL M ROJAS, R.C.E. 39880, EXPIRES 12-31-11 DATE n PUBLIC WORKS DIRECTOR 2 APPROVL RECOMMENED BY: � 'Z, ASSISTANT PUBLIC WORKS DIRECTOR DATE �oFIEssro � Nil Q F ' est la �j r Tim Osterkomp CIVIL ENGIN EERI DESIGN ENGINEERING DATErn No. 046783 on Exp.6/30/11 _ OF CALI�TRAFFIC ENGINEERING DATE p� 4- Lv%oA i ivm CJ CU * i r t %o uivrt UJI U N Ave u H QUINCY ENGINEERING, INC o ,Q 3247 Ramos Circle WATEEV KESOUR ES DEPARTMENT DATE 2 f... Br No SOC -0316 Sacramento, CA 95827 - 2501 �Rfl3G, REHABIL /TA TION SHEET NO. h— U MANOR SrRE5rBRIDGE&I ' IINION A f ENt/jE 4,H 1 OF 22 0 1 2 3 NOTES: 1. FOR COMPLETE RIGHT OF WAY, SEE RIGHT OF WAY MAP AT CITY OFFICE. x 2. FOR DRIVEWAY DETAILS, SEE CONSTRUCTION DETAILS SHE1ETS. LEGEND: No. PAVEMENT DELINEATION DETAIL NUMBER EXISTING GAS UNDERGROUND (PG&E) 00 r ---ow- BIKE LANE WITH ARROW (THERMOPLASTIC PAVEMENT MARKING) 3037"51" E 64.09' RELOCATE ROADSIDE SIG R6-1 R/W Q,aOF E S S 10 a1 REGISTERED CIVIL ENGINEER indsay J. Juare rn CITY OF 8A1(,ER5FI€LD No. C68432 rn 1.01 TRUXTUN AVENUE Exp. g/30l11 9AKERSFIELD, CA 93,301 �} s� CIVIL ATF OF CALIV RHV/S/ONS NO. DATE DESCRIPTION 1 / / 4 ;END DOUBLE MBGR ,� ROADSIDE SIGN `t \�� -> - - BEGIN MBGR BEGIN CURB(TYPE B RELOCATE ROA& SIDE SIG r, rr BEGIN REMOVE CONCRETE 2 R1 1 4.54 Rt A 10+82.52 (CURB AND GUTTER) - v BIKE PATH 43.93i Rt -►r Arr 10+81.39 ENTRAN E END REMOVE CONCRETE CURB AND GUTTER) '- 43.85' Rt "A" 11+07.31 BEGIN CHAIN LINK FENC ,���°°�. � ,r rr 45.38 Rt A 12+21.61 BEGIN AC DIKE (TYPE A) x 8.99 Rt r�D 20+57.75 END CHAIN LINK FENCE � 68.82' Rt "A 12+26.77 "D" 20+64.09 PI Q0 N 4- L W E { 4- 0) L L rl- Q0 N / 0) / x u w u - Z 0 CURVE DATA No. R A T L 100.00` 130 09' 10" 126.81 ' 252.511 2 22-91-1 350 56' 40" 7.43' 14.38' C1TY0F$AffjERSF1jELD, CALIFORNIA SEE NOTE 2--/ N 130 53'51 " E 21.77 / "D" 20+85.86 BC END AC DIKE (TYPE A)/ 7.09Rt�D'�21 +08.62 "D" 21+00.24 EC N 4905031" E 20.00' BEGIN CHAIN LINK FENCE (TYPE CL --6 Mod LEND 4.56 Rt A 11+44.79 CHAIN LINK FENCE (TYPE CL -6 Mod) CONNECT TO EXISTING FENCE "D" 21+20.24 POE 74.06' Rt "A" 11+50.30 PUBL /C WORKS DEPARTMENT F 11 a Name: XXX)(XXXX Drawn: M. Ramirez Job No.: XXXXXXXX Engineer: L. Juarez Date: XXXXXXXX Checked By: C. Gibson CL- LYOUT SCALE: 1 _20' L � •� QUINCY ENGINEERING, INC 3247 Ramos Circle Sacramento. CA 95827 - 2501 BRIDGEREHABlilTAT/ON SHEET No. CARR/ER CANAL �RID GE z of 22 0 1 2 3 X 2:1 ORI FLATTER to "D" 20+72*! oc 2:1 OR FLATTER---� 44 -5% — s ------ DRIVEWAY 0.20' AC ( TYPE B) 0.40' AB (CLASS 2) AC DIKE (TYPE A) OG -5% 2:1 OR FLATTER OG NO SCALE ;;, CA, q, q, CURB ( TYPE B) (vt� C� �l 43.18" Rt A 11+21.79 J, FL Elev 419.10 z 12.5% Max v 43.71' Rt "A" 10+99.80 41.08' Rt "A" 11+25.79 FL Elev 419.11 LIP/CONFORM Elev 419.22 43.81' Rt "A" 10+95.8543.08' Rt "A" 11+25.79 r-. .. ,. .. CI /(-/1KICf1Dk1 C I.... /11 n nn CITY0FRAlff7R45FIELD, CALIFORNIA �X SECTION C -C NO SCALE PUBL IC WOR11S ©EPARTIMENT F I 10 Name: XXXXXXXX Drawn: M. Roar l ret Job No.: XXXXXXXX Engineer: L. Juarez Date: XXXXXXXX checked By: C. Gibson REGISTERED CIVIL ENGJ CI TY OF 3AKF'RSFIEL 9 1507 TRUXTUN AVENUE 6AKERSFIEL D, CA 93301 f 4 Q�oFESS10 / l R indsQy J. Juare a No, 068432 M Exp. 9/30/11 CIVIL P QTF CAL 1Fd��l REI//S/0/V45 NO. DA TZ' DESCRIPTION 9 CURB (TYPE B) R= Y2�I N CURB (T YPE B) SCALE TOP Exist PAVEMENT -r a n a f% 1 i/2 1, 61I It R= f211 DETAIL 0.50' MINOR CONCRETE (DRIVEWAY) SECTION A -A NO SCALE CONSTRUCTION DETAILS SCALE AS SHOWN CM1 QUINCY ENGINEERING, INC 3247 Ramos Circle Sacramento. CA 95827 - 2501 BRIDGERSHABIZITAT/OJV SHEET No. CARRIER CANAL BRIDGE 3 OF 22 a Z 3 X a� GRADE TO DRAIN ROCK SLOPE PROTECTION (LIGHT, METHOD B) t t 1 1 05 0 REGISTERED CIVIL ENGINEER v c7 CITY OF SAKERSFIELD O M BAKER5FIEL D, CA 93301 �c V _ n X it EV/S/O NO. w DESCRIP F- F -- O J. • 1 J 0- w w 4 a� GRADE TO DRAIN ROCK SLOPE PROTECTION (LIGHT, METHOD B) I ROCK SLOPE PROTECTION FA RIC X C N CHAIN LINK FENCE (TYPE CL -6 Mod) POST H=10.5', FOR DETAILS NOT S OWN N SEE STANDARD PLAN A85 4- U) 4- L 11 L ( ( i ( t i E i 1 ' Exist WINGWALL SLOPE PROTECTION T, METHOD B) .52' Rt "A" 11+28.84 -GRADE TO DRAIN 46.24' Rt "A" 11+46.04 44_ci7` R+ 'A' 1 #-E.�n .t2 ROCK SLOPE PROTECTION PLAN ORDINARY WATER SURFACE CHANNEL BOTTOM CO 7: ' ROCK SLOPE PROTECTION FABRIC N SECTION A -A CD NO SCALE c� X Lj_ Cl TY OF �AKERSF/ELD, CAL /PORN/A0Cni PUBLIC WORKS DEPARTMENT File Name: XXXXXXXX Job No.: XXXXXXXX Date: XXXXXXXX CHAIN LINK FENCE (TYPE CL -6 Mod) POST H=10.5', FOR DETAILS NOT SHOWN SEE STANDARD PLAN A85 0 FESSjpN C 9 Q� F� indsa� J. Juare rn No, C68432 rn Exp, 9/30/11 s� CIVIL P 9 O' CAL ,SVS TION Exist EP t t 1 1 05 REGISTERED CIVIL ENGINEER c7 CITY OF SAKERSFIELD O BAKER5FIEL D, CA 93301 �c EV/S/O NO. DA TE DESCRIP r J. • 1 I I ( I ROCK SLOPE PROTECTION FA RIC X C N CHAIN LINK FENCE (TYPE CL -6 Mod) POST H=10.5', FOR DETAILS NOT S OWN N SEE STANDARD PLAN A85 4- U) 4- L 11 L ( ( i ( t i E i 1 ' Exist WINGWALL SLOPE PROTECTION T, METHOD B) .52' Rt "A" 11+28.84 -GRADE TO DRAIN 46.24' Rt "A" 11+46.04 44_ci7` R+ 'A' 1 #-E.�n .t2 ROCK SLOPE PROTECTION PLAN ORDINARY WATER SURFACE CHANNEL BOTTOM CO 7: ' ROCK SLOPE PROTECTION FABRIC N SECTION A -A CD NO SCALE c� X Lj_ Cl TY OF �AKERSF/ELD, CAL /PORN/A0Cni PUBLIC WORKS DEPARTMENT File Name: XXXXXXXX Job No.: XXXXXXXX Date: XXXXXXXX CHAIN LINK FENCE (TYPE CL -6 Mod) POST H=10.5', FOR DETAILS NOT SHOWN SEE STANDARD PLAN A85 0 FESSjpN C 9 Q� F� indsa� J. Juare rn No, C68432 rn Exp, 9/30/11 s� CIVIL P 9 O' CAL ,SVS TION Exist EP 1.51 MATCH Exist SLOPE t ' ORDINARY WATER SURFACE CHANNEL BOTTOM ROCK SLOPE PROTECTION (LIGHT, METHOD B) 1.5` ROCK SLOPE PROTECTION FABRIC 0 / SECTI N B -B NO SCALE CONSTRUCTION DETAILS SC LE AS SHOWN CM2 QUINCY ENGINEERING, INC IR 3247 Ramos Circle �. Sacramento, CA 95827 - 2501 Drawn: M. Ramirez BRIDGE'RENABIL /TA r10N SHEET NO. Engineer: L. Juarez Chooked By: C. Gibson C�4RRIER CANAL BRIDGE 4 OF 22 0 1 2 3 REGISTERED CIVIL ENGINEER c7 CITY OF SAKERSFIELD 1501 TRUXTUN A VENUE BAKER5FIEL D, CA 93301 �c EV/S/O NO. DA TE DESCRIP 4 1.51 MATCH Exist SLOPE t ' ORDINARY WATER SURFACE CHANNEL BOTTOM ROCK SLOPE PROTECTION (LIGHT, METHOD B) 1.5` ROCK SLOPE PROTECTION FABRIC 0 / SECTI N B -B NO SCALE CONSTRUCTION DETAILS SC LE AS SHOWN CM2 QUINCY ENGINEERING, INC IR 3247 Ramos Circle �. Sacramento, CA 95827 - 2501 Drawn: M. Ramirez BRIDGE'RENABIL /TA r10N SHEET NO. Engineer: L. Juarez Chooked By: C. Gibson C�4RRIER CANAL BRIDGE 4 OF 22 0 1 2 3 X M CL N M X tt 0 W t- 0 J 0- w W 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 CONS TRUCTA ILTY OF THE DRAINAGE SYSTEM AS SHOWN ON PLANS. X L N L E L L -o X n W z PLAN SCALE: 1 "-10" CAP INLET TYPE GOL INLETS FOR DETAIL' NOT SHOWN SEE STD PLAN D72' 1' 2" x 12" OPENING 4:1 • QRpFESSIpN4 �o REGISTERED CIVIL ENG NEER indsay J. Juare CITY OF 8AKERSFIEL0 No. C68432 1501 TRUXTUN A VENUE Exp. 9/30/11 BAKER5FIEL D, CA 93301c x} s CIVIL P qTF OF CAL REI//S10/v4s NO. DA TE DESCRIPTION 3 4 // 4 @ 8 0TH WAYS /—FL ( CURB NOT SHOWN) t t t � t i t t i t t t t Exist 12" CMP t Exist DI ____--____—r #4 x 8" Q 6 DRILL AND BOND 4" INTO Exist INL(T SECTION A—A NO SCALE LEGEND: DRAINAGE PLAN XXX DRAINAGE SYSTEM NUMBER AS SHOWN _ � DRAINAGE SYSTEM UNIT D 1 QUINCY ENGINEERING, INC 3247 Ramos Circle Sacramento, CA 95827 - 2501 Flle Name: XXXXXXXX Drawn: M. Romlrez BRIDGE C1TY0,Ac`j6AffjER49F1jFLD,REHA` ✓,LITAT/C1/t� SHEET N0. CALIFORNIACAL IFOR,I IA PUBLIC WORMS DEPARTMENTJob No.: XXXXXXXX Engineer. L. JuareZ Dote: XXXXXXXX Checked By: C. Gfbaon ICA RRf,ER CANA4. BRIDGE 5 of 22 0 1 2 3 0 0 N r 0 r u 0 W 0 X a W a 0 X L N L E L L -o X n W z PLAN SCALE: 1 "-10" CAP INLET TYPE GOL INLETS FOR DETAIL' NOT SHOWN SEE STD PLAN D72' 1' 2" x 12" OPENING 4:1 • QRpFESSIpN4 �o REGISTERED CIVIL ENG NEER indsay J. Juare CITY OF 8AKERSFIEL0 No. C68432 1501 TRUXTUN A VENUE Exp. 9/30/11 BAKER5FIEL D, CA 93301c x} s CIVIL P qTF OF CAL REI//S10/v4s NO. DA TE DESCRIPTION 3 4 // 4 @ 8 0TH WAYS /—FL ( CURB NOT SHOWN) t t t � t i t t i t t t t Exist 12" CMP t Exist DI ____--____—r #4 x 8" Q 6 DRILL AND BOND 4" INTO Exist INL(T SECTION A—A NO SCALE LEGEND: DRAINAGE PLAN XXX DRAINAGE SYSTEM NUMBER AS SHOWN _ � DRAINAGE SYSTEM UNIT D 1 QUINCY ENGINEERING, INC 3247 Ramos Circle Sacramento, CA 95827 - 2501 Flle Name: XXXXXXXX Drawn: M. Romlrez BRIDGE C1TY0,Ac`j6AffjER49F1jFLD,REHA` ✓,LITAT/C1/t� SHEET N0. CALIFORNIACAL IFOR,I IA PUBLIC WORMS DEPARTMENTJob No.: XXXXXXXX Engineer. L. JuareZ Dote: XXXXXXXX Checked By: C. Gfbaon ICA RRf,ER CANA4. BRIDGE 5 of 22 0 1 2 3 x x x CL M W 0 J a. W M H� NOTES: 1. THIS PLAN ACCURATE FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY. RAW 2. ALL Temp RAILING CALLOUTS ARE TO CENTERLINE OF RAILING. 3. STAGE CONS TRUE", TION AND TRAFFIC HANDLING PLANS ARE CONCEPTUAL. THE CONTRACTOR SHALL SUBMIT A TRAFFIC HANDLING PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION. BEGIN REMOVE PAINTED TRAFFIC STRIPE ;.................. _.....,....._.......,....................._.._.,_,...._.... _...._ ....................._.. _. _...._ _.................. . BEGIN REMOVE THERMOPLASTIC BEGIN REMOVE PAINTED TRA.F_I_C . ST-RLPE _. _.... . ......... . TRAFFIC STRIPE z , _ _. c� _ _ ... .... .... .. . ... Cr `Z`: �-+- 0 35.01Rt "A" 11+32.10 V' LO x REMOVE THERMOPLASTIC + W ' PAVEMENT MARKING 10 _._............._._..._ __ . _. A' LINE, M .2 _ � 3 .- Temp CRASH CUSHION (ARRAY TS 14 ) F'1 x C 0) U L N L U) k C L Y .L� L I - m .. Q n W Z 0 0 w2o-1 cz-c BEGIN TEMPO 43.28' Rt "A LEGEND: No. ZY RAILING (TYP +85.27 :ONSTRUCT MANOR STREET RAILING ( TYPE K) EMPORARY PAVEMENT DELINEATION ,ETAIL NUMBER IRECTION OF TRAFFIC , STRIPING DETAIL ONSTRUCTION AREA SIGN - 1 POST _.. N /f ZEPLACE EXISTING BRIDGE RAILING a HVEWAY, ROCK SLOPE PROTECTION, PROACH, DRAINAGE INLET, AND FENCE. • CONSTRUCTION IDLING PLAN J` $Coal OUINCY ENGINEERING, INC 3247 Ramos Circle Sacramento, CA 95827 - 2501 _. rATION SHEET NO. _.1,..1.,,.-.Y.,..-..... 6 OF 22 -----_.... .v. 5, 5, .W N .._ -...: ; 77 4 , • 5 27B 8 ....., .rv., M v, c; `� , s - f'- • b •' s- r • , v x` • - - ` f em ION P te'. t • END TEMPORARY RAILING TYPE K x 35.23' Rt "A'' 11+94.36 :ONSTRUCT THIS STAGE 'EMPORARY RAILING ( TYPE K) EMPORARY PAVEMENT DELINEATION ,ETAIL NUMBER IRECTION OF TRAFFIC RANGE IN STRIPING DETAIL ONSTRUCTION AREA SIGN - 1 POST C1Ty0FA$A1ff7RSF1kZD, CALIFORNIA C LCI M It -- W Z J U F— Q PUBL /C WORKS DEPARTMENT F t ! e Nome: XXXXXXXX Drawn: M. Rom t rez Jab No.: XXXXXXXX Eng i neer: L. Juarez Date: XxxxxxXX Checked By: C. Gibson STAGE 1: 1. REMOVE AN ON EAST S 2. CONSTRUCT STRUCTURE J! 'DE Of AF STAGE CONCEPTUAL STAGE AND TRAFFIC HAS SCALE: 1 "72+ RPIWAN 8RWGEjREH,004BZ�/, CARR/ER CANAL �f S ISM ql �O REGISTERED CIVIL ENG NEER jndgpy J. Juare m CI TY OF BAKERSFIEL D No. C68432 1501 TRUXTUN AVENUE Exp. 9/30/11 8AI ERSFIELD, CA 9,3'301 s,�T CIVIL 1p F of Cat 1FoA� RHVISIONS NO. DA TE DESCRIPTION 9 /f ZEPLACE EXISTING BRIDGE RAILING a HVEWAY, ROCK SLOPE PROTECTION, PROACH, DRAINAGE INLET, AND FENCE. 1 CONSTRUCTION IDLING PLAN J` $Coal OUINCY ENGINEERING, INC 3247 Ramos Circle Sacramento, CA 95827 - 2501 rATION SHEET NO. 6 OF 22 0 1 2 3 12 x x x x M CL Ln r M Q w Y J LL w N U r - ti) N .L� 4- L. 4- U) L! C E U) L Y L r - N Q C 0) / 0 J U_ Z Q NOTES: 1. THIS PLAN ACC RATE FOR STAGE CONSTRUCTION AND TRAFFIC HANDLING WORK ONLY. %--RAW 2. ALL Temp RAILING CALLOUTS ARE TO CENTERLINE OF RAILING. 3. STAGE CONSTRUCTION AND TRAFFIC HANDLING PLANS ARE CONCEPTUAL. THE CONTRACTOR SHALL SUBMIT A TRAF IC HANDLING PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION. I TEND TEMPORARY RAILING (TYPE K 14.55' Rt "A" 11+94.52 C1TY0F6AKjERSF1jELD, CALIFORNIA PUBL IC WORKS DEPARTMENT `--G20-2, PLACED IN PREVIOUS STAGE Fife Name: XXXXXXXX Job No,: XXXXXXXX Date: XXXXXXXX Drawn: M. Ramirez Engineer: L. Juarez Checked 8y: C. Gibson REGISTERED CIVIL. CITY OF 9AKERSFIEL D 1501 TRUXTUN A VENUE 9AKERSFIEL D, CA 9.3301 O QOFESSIO/4 ERo ind y J. Juare �- Z w No. C68432 M Exp. 9/30/11 s�qT CIVIL CF CALIFp� RHVrsr0)V49 NO. DA TE DESCRIPTION 3 /! 4 STAGE 2: 1. REMOVE AND REPLACE EXISTING BRIDGE RAILING ON WEST SIDE. 2. CONSTRUCT MEDIAN STRUCTURE APPROACHES. STAGE 2 CONCEPTUAL STAGE CONSTRUCTION AND TRAFFIC HANDLING PLAN SCALE: V'=20'* a. RE CARR/ER QUINCY ENGINEERING, INC 3247 Ramos Circle - r%y Sacramento, CA 95827 - 2501 Z /TAT/ON BRIDGE SHEET N0, 7 OF 22 0 1 2 3 Z _.._.,.. _ � tIs CL a� _.. _...-.. ..... _.. ....... _ _ ... ............. _.. _........ _... _.... _..... ................. _ ...................... .._ ._... Temp CRASH CUSHION 14.33 Rt �� 11+32.26 N a©a xM. � rcn {ARRAY TS14) + +w . .... ........ ._...................... .._.................. _.....__ _._ . y ..... . 'A'j LINE w �. x -. 9 MANOR STREET r + •k I TEND TEMPORARY RAILING (TYPE K 14.55' Rt "A" 11+94.52 C1TY0F6AKjERSF1jELD, CALIFORNIA PUBL IC WORKS DEPARTMENT `--G20-2, PLACED IN PREVIOUS STAGE Fife Name: XXXXXXXX Job No,: XXXXXXXX Date: XXXXXXXX Drawn: M. Ramirez Engineer: L. Juarez Checked 8y: C. Gibson REGISTERED CIVIL. CITY OF 9AKERSFIEL D 1501 TRUXTUN A VENUE 9AKERSFIEL D, CA 9.3301 O QOFESSIO/4 ERo ind y J. Juare �- Z w No. C68432 M Exp. 9/30/11 s�qT CIVIL CF CALIFp� RHVrsr0)V49 NO. DA TE DESCRIPTION 3 /! 4 STAGE 2: 1. REMOVE AND REPLACE EXISTING BRIDGE RAILING ON WEST SIDE. 2. CONSTRUCT MEDIAN STRUCTURE APPROACHES. STAGE 2 CONCEPTUAL STAGE CONSTRUCTION AND TRAFFIC HANDLING PLAN SCALE: V'=20'* a. RE CARR/ER QUINCY ENGINEERING, INC 3247 Ramos Circle - r%y Sacramento, CA 95827 - 2501 Z /TAT/ON BRIDGE SHEET N0, 7 OF 22 0 1 2 3 x x x x x M CL N M ii d W H i-- J CL W 1- W, L rlILON r 4- L 4- U) LI E W L L rl- Q0 N .O 0) 0 u W U_ Z t.� NOTES: 1. DETOUR PAN 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. LEGEND: LOCATION MESSAGE CL SURE _ WORK AREA PCIAS DETOUR � AHEAD 1 C014STRUCTION AREA SIGN -ONE POST CO STRUCTION AREA SIGN - TWO POST � DE OUR DIRECTION "H MANOR ST =10k t -low RTH MANOR ST 9` SPECIAL 1 NO SCALE WE$TBLUFF CT -► SPECIAL 2 NO SCALE NOT :FOR LOCATION, SEE SHEET DE -2 a GENERAL SIGN FEATURES: 1. SIGNS SHALL BE MADE FROM %4" DURAPLY BOARD. 2. THE LEGEND OF THE SIGN SHALL BE BLACK ON AN ORANGE BACKGROUND (RETRO -REFLECTIVE). 3. THE BORDER OF THE SIGN SHALL BE BLACK (RETRO -REFLECTIVE). 4. ALL SIGN FEATURES TO BE RETRO-REFLECTORIZED (ENGINEER -GRADE SCOTCH LITE.) ClTYOFRAKERSF/ELD, CAL /FOR/V/A ABBREVIATIONS: PCMS PORTABLE CHANGEABLE MESSAGE SIGN REGISTERED CIVIC. ENGi CITY OF BAKERSFIEL D 1501 TRUXTUN A VENUE L9A1(E'1?5FIELD, CA 93301 pFESS1OAl �O 4� ER 0 indsay J. Juare z W No. C68432 Exp, 9/30/11 s� CIVIL P QTF DF CALIV RG V ISIOI YS NO. DA T£ DESCRIPTION SOUTHBOUND PANORAMA DRIVE TO NORTHBOUND MANOR STREET RAMP CLOSURE PUBL /C WORKS DEPARTMENT NO SCALE File Name: XXXXXXXX Drawn: M. Ramirez Job No.: XXXXXXXX Engineer-: L. Juarez Dote: Xxxxxxxx Crocked By: C. Gibson DETAILS PCMS LOCATION MESSAGE FIRST FLASH SECOND FLASH OWESTBOUND PANORAMA DRIVE Id MANOR ST RAMP CLOSED DETOUR � AHEAD � SEE NOTE 2 CONCEPTUAL DETOUR PLAN -�)- 7- 7 BRIDGEREH,00 CARRIER \ CA, NO SCALE DEMI QUINCY ENGINEERING, INC 3247 Ramos Circle Sacramento, CA 95827 - 2501 Z ITA TION SHEET NO. BRIDGE8 of 22 Q 1 2 x X x x s v M n II D W F- F - 0 J CL W M F- 0) N L r- iff N f 4- L W E L L t1 - Q0 N c rn tl 41 2 t.� NOTES: 1. DETOUR PLANS ARE CONCEPTUAL. THE CONTRACTOR SHALL SUBMIT DETOUR PLANS TO THE ENGINEER FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION. �O QRpFESSION f REGISTERED CIVIL ENGINEER indsay a Juarelio CITY OF BA1(ER5FIEL D _J. W No. 068432 1501 TRWAUN AVENUE Exp. 9/30/11 BAKERSFIEL D, CA 93.301 s,. Civt� �p ATF OF CAL f2'EV/S/O/VS NO. DA TE DESCRIPTION 1 / / 2 3 I// ......_..............._...._....-................._...._............._ _................. ..::.:.,...... _................._ ._. .. �- _ ............_ ... .._ _. ... ... .1..... _ 1 - ....... .... ..... _._. ....... .......... _.. .....- - ... Sal _ ....... _.... 0 ° ° P... _..........................._ ......_ .. _.. _.._.._... _._._... _......_ _..°....,.-_.....0 ., o..................._....�_..... °...._...I ....._o...... __._....._............_......._..._ ° PANORAMA DRIVE w .............. _.._..._......_..._ .._..__.._....._..... ° ........ ........ _. _.. _ ..... . __ _ _ .._.............._....._ .... .... ........ ._..........................._._..... RAMP CLOSURE DETAIL NO SCALE ABBREVIATIONS: PCMS PORTABLE CHANGEABLE MESSAGE SIGN MESSAGE PCMS LOCATION FIRST FLASH SECOND FLASH OWESTBOUND RROW LEFT — PANORAMA DRIVE CLOSURE CONSTRUCTION AREA SIGN — 1 POST CONSTRUCTION AREA SIGN — 2 POST SURFACE MOUNTED CHANNELIZER PCMS TEMPORARY BARRICADE (TYPE III) CITYO)5BAKERSFIELD, CAL/PORN/A File Name: XXXXXXXX FURL IC WORKS DERA R TMEN T I Job NO.: Xxxxxrr Dote: XXXXXXXX CONCEPTUAL DETOUR SCALE: 1 "=50' DETAILS DE -2 QUINCY ENGINEERING, INC 3247 Ramos Circle a 117Sacramento, CA 95827 - 2501 Drawn: M. Rom trez /'��='REHAlf f f TA ROW SHEET NO. Engineer: L. Juarez 4 I !CheCfced By: C. Gibson CARR/ER CMN BRIDGE 9 OF 22 0 1 2 3 El x 07 L r - N .Q +- L 4- L E U) L L 0i C x u ui 1-4 z 0 ROADWAY ITEMS RAILING ITEMS THERMOPLASTIC w Za- J MINOR CONCRETE '... Job No.: XXXXXXXX Eng sneer: L. Juarez TRAFFIC STRIPE W m J w 0 Z Z F- N < Z Q 0 F- X F- 0-4 Z M -� < 1. Z -j C Z V) � cn...., cn �p cn.--. 0 O �0 � O V1 CUs �.�.r< w M< "?M U ...�.<~C �j Z M > w .-. F- 00 z J Z FROM TO x 00 �w � = '�`� ' w Z w Z to a- to [L. LINE w Q U 0-p + CL CL O.-. CLO Z 30 N� W O >-- <C N F" M J La Q I-` • C Q <I F- 0.4 MQ F- J tJ �M O to 1 "A" LINE W N W V)C)O V)U EA EA EA EA © N w 3:a_ (.) U CL Cr � � F-• S !4F-- CIW.. 1 0 "A" a <c V)a. ,... <Z ,.. X L) 0 i-- u 0�- 1 5 "A" 10+82.5 0 -j <�c F.._-- -J O Fes-- c�.� r� X LAJ ay: m "A" 11+07.5 X "A" 11+32.50 1 �0 1.r -a m �O�� wCL 0W LINE STATION "A" LINE STATION CY CY TON LF LF SOFT CY SOYD LF "D" 20+64.0 Rt "D" 21+08.62 13 1 Cr F-- TOTAL 25 25 1 1 1 "D" 20+64.0 LF "D" 21+08.62 SOFT 9 SOFT SOFT "A" 8+14.00 Rt "A" 9+59.00 "D" 20+64.0 141 "D" 21+08.62 13 "A" 8+14.00 Rt "A" 14+65.00 "D" 20+57.7 "D" 21+08.62 48 "A" 8+14.00 Rt "A" 14+65.00 "A" 10+81.39 651 "A" 11+25.79 46 10+77.00 Rt "A" 14+65.00 "D" 20+54.8 389 "D" 20+64.09 "A" 255 Rt "A" 14+65.00 "A" 11+28.81 "A" 11+50.58 651 "A" 8+14.+0 1 1 .3 24 14+65.00 "A'► 12+14.0 "A" 12+30.41 455 "A" 11+08.00 18.7 43 14+65.00 "A" 11 +44.7 "A" 11+50.30 357 18 19 1181 651 30 "A" 12+21.61 19 "A" 12+26.77 24 TOTALI 13 1 9 13 48 46 255 67 67 54 _j RAILING ITEMS DRAINAGE ITEMS PAVEMENT DELINEATION ITEMS ROS E S s jaN �O �l REGISTERED CIVIL ENGI EER indsay J. uore z CITY OF SAKERSFIELD No. C68432 1501 TRUXTUN A VENUE Exp. 9/30/11 BAKERSFIELD, CA 93301 sT CIVIL � qrF of CAL iF �t REVISIONS NO. OA TE DESCRIPTION 3 4 // THERMOPLASTIC w Za- J WORKS DA EPA '... Job No.: XXXXXXXX Eng sneer: L. Juarez TRAFFIC STRIPE W m J W 0 Z Z F- N < Z Q FROM F- TO 0-4 Z M -� < 1. Z -j C Z V) � cn...., cn �p cn.--. 0 O �0 � O V1 CUs �.�.r< w M< "?M ....,a ...�.<~C �j z M .-. 00 z J Z wX Z0 ZV �w � U WW � <[ X acs CC Z CL2 CL a- to [L. LINE -- .-+ Cr F- M X + D i'A" 11+50.30 30 N� W O 0O CC Fes- W�� - W� - irll.- "A" 11+09.00 �M O to 1 "A" LINE STATI N LINE STATION LF EA EA EA EA "A" 10+26. 1 "A" 10+57.56 J F-- 0- F- F- 1 1 0 "A" 10+57.5 < "A" 10+82.52 25 TOTAL 54 1 5 "A" 10+82.5 w "A„ 11+07.50 25 � �W m "A" 11+07.5 X "A" 11+32.50 1 0 w "A" 11+26.1 M<C "A" 11+44.18 42.84 Rt 3.2 1 �<t 112+07 wd "A" 1 12+25.18 43.49 Rt Cr. 1 Cr F-- TOTAL 25 25 1 1 1 2 DRAINAGE ITEMS PAVEMENT DELINEATION ITEMS ROS E S s jaN �O �l REGISTERED CIVIL ENGI EER indsay J. uore z CITY OF SAKERSFIELD No. C68432 1501 TRUXTUN A VENUE Exp. 9/30/11 BAKERSFIELD, CA 93301 sT CIVIL � qrF of CAL iF �t REVISIONS NO. OA TE DESCRIPTION 3 4 // Cl T Y Ok BA KERSFIEL D. CA L /PORN/A THERMOPLASTIC w Drawn: M. Ram t rez J WORKS DA EPA c3 Job No.: XXXXXXXX Eng sneer: L. Juarez TRAFFIC STRIPE Date: XXXXXXXX w 0 Z Z <t t! FROM TO F- X Z Z V1 CUs w W > W � W z .-. O z J Z W �w � U WW � Oldr' LINE STATION LINE -- .-+ Cr F- M X + D i'A" 11+50.30 30 N� "A" �� w� FROM TO 24 "A" 11+09.00 �M O to 1 "A" 00Z 'A" 11+29-00 1 "A„ Cr J Z *--II W > 12+53.00 Z W "A" J J F-- 0- F- F- (i OZ 1 0 12+25.00 0 < w0� ow w ww TOTAL 54 1 5 Cr>MLL w �2 >LL >M � �W m 0XLL X 0 L 0w O -' 0 w MW< w> M<C M> 10+92.41 42.84 Rt 202 3.2 wx(r �<t w wd "A" 10+95.90 43.49 Rt Cr. a. Cr F-- M a. LINE STATION Rt/Lt LINE STATION Rt/Lt DETAIL NO. LF LF SOFT SOFT SOFT SOFT "A" 8+14.00 Rt "A" 9+59.00 Rt 27B 141 "A" 8+14.00 Rt "A" 14+65.00 Rt 8 651 "A" 8+14.00 Rt "A" 14+65.00 Rt 24 651 "A" 10+77.00 Rt "A" 14+65.00 Rt 27B 389 "A" 8+14.00 Rt "A" 14+65.00 Rt 27B 651 "A" 8+14.+0 Rt "A" 14+65.00 Rt 8 455 "A" 11+08.00 Rt "A" 14+65.00 Rt 27B 357 18 19 TOTAL 1181 651 357 18 1106 19 Cl T Y Ok BA KERSFIEL D. CA L /PORN/A File Name: XXXXXXXX w Drawn: M. Ram t rez J WORKS DA EPA Job No.: XXXXXXXX Eng sneer: L. Juarez Date: XXXXXXXX w 0 Z Z <t t! FROM TO F- X Z Z CUs w W > W � W z ~ O 0 Z W Z V) LINE STATION LINE STATION LF LF + D i'A" 11+50.30 30 zz "A" 0 DESCRIPTION 12+26.77 24 "A" 11+09.00 0 O to 1 "A" 00Z 'A" 11+29-00 1 "A„ Cr J Z *--II W > 12+53.00 Z Z "A" 11+07.00 W 'f " u (i OZ 1 0 12+25.00 < < 12+25.00 TOTAL 54 1 5 w � � �W LB CY EA EA O -' 0 w 1 ca "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 TOTAL 202 3.2 1 1 1 1 Cl T Y Ok BA KERSFIEL D. CA L /PORN/A REMOVAL AN,� RELOCATION ITEMS File Name: XXXXXXXX w Drawn: M. Ram t rez PURLIC WORKS DA EPA Job No.: XXXXXXXX Eng sneer: L. Juarez Date: XXXXXXXX Checked By: C. Gibson REMOVAL AN,� RELOCATION ITEMS SUMMARY OF QUANTITIES QUINCY ENGINEERING, INC 3247 Ramos Circle • o� ' Sacramento, CA 95827 - 2501 BRIDGEREHABIL /TA TION SHEET NO. CARRIER CANAL ,BRIDGE 10 OF 22 0 1 2 3 4 w O Z <t t! FROM TO d w oa.. Z CUs w W > W U 1 0 :�G 0 Z W W+� LINE STATION LINE STATION LF LF "A" 11 +44.79 i'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 i'A's 12+53.00 1 "A" 11+07.00 'A" 11+05.00 1 "A" 12+25.00 "'A" 12+25.00 1 TOTAL 54 1 5 SUMMARY OF QUANTITIES QUINCY ENGINEERING, INC 3247 Ramos Circle • o� ' Sacramento, CA 95827 - 2501 BRIDGEREHABIL /TA TION SHEET NO. CARRIER CANAL ,BRIDGE 10 OF 22 0 1 2 3 4 X X W N 11 0 W t - O ...I CL W F - Q D M X W 74'-7%"+- measured along �- Bridge AN* • v Abut 1 4 (� OG (( 4 Abut 4 1, II Bent 2 Bent 3 ELEVATION 1'I=1 0' Exist Bridge No. 5OC-0020L to remain _.._.._._.. .. 1 1 +00 II 1 2+0a\ A Line N 24048"24"W Notes: 0 Crash cushion (D MBGR, see "Road Plans" Replace Barrier, see "Barrier Details" sheet �4 Shotcrete, see "Abutment Details" sheet --- ------ — -- Existing structure -g Indicates Exist 4" Gas "A" Line 1_ 25,_OII+ 1'-53/41It 18 /-,31/411+ Bridge i 39'-6If+ 18'-3i/41I± s �1 REGISTERED CI V L NGi CITY OF BAKERSFIEL D 1507 TROXTYN A YENVE BAKERSFIELD, CA 93301 V1 0 QRpFESS10,V 9� NEER o Tim Qsterkamp . Z or_ No, 46783 rn 49 EXP. 6/30/11 sT CIVIL P 1 4T� OF CAL NO. DA TE 0f5CRIRTION z "'/', /4 / II ;��' Illi Exist Bridge No. 50C -0020L T' Var Conc. Barrier -• -,_,_.:..J - --- ----- --.. ..._...�-4: - _.. .. _.:.--� -�..:. —.. ___... __._—. .. --L.�.... (Type 7 36 ) with Chain L Link Railing g.T.—.- � r (Type 7) r Cone Barrier (Type 736) I ( I • Exist 4 Gas 0 \ \ 3 \ EB 12+13.09+ \ �. Bridge N 24048"24" W To East Roberts Lane\ Exist Bridge `\ No. 50C -0020R 3 \ \ Note: I PLAN The Contractor sh I l verify all 1 I'=10' controlling field i mens i ons before ordering or fabricating any material. ClTYOFBAKERSF/ELD, CA L /PORN/A 1 \J1 , 0,UU 1-\lJuu i I \..II I%-> �--- Manor St PUBL /C WOR/(S DEPARTMENT File Name: b267agp Job No.: T8K i 29 Date: 8/27/2010 to remain I II 11 Ii 11 II II OG Ii 11 II fl II f l 1 1 I t 1 1 i i i i TYPICAL SECTION 1"=5' GENERAL NOTES \ DESIGN: AASHTO LRFD Bridge Design Spec i ications, 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 BridgeDetails XS sheets are dei i gned using Bridge Design Specifications (1996 AASH TO w/ l ev i s ions by Caltrans) REINFORCED CONCRETE: fy = 60 ks i f = 3.6 ksi n - 8 QUANTITIES Bridge Removal (Portion) ............................................................... LUMP SUM Drill and Bond Dowel................................................................. .... 375 LF Shotcrete.......................................................................................... .---19 CY Chain Link Railing ( Type 7) ...................................................... 75 LF Concrete Barrier (Type 736) ...................................................150 LF QUINCY ENGINEERING, INC 3247 Ramos Circle r% Sacramento, CA 95827 - 2501 Drawn: J. Bland GENERAL PLAN SHEET NO. Engineer: J. Revell Checked By: D. MOSsman CARR/ER CANAL BRIDGE 11 OF 22 W 3. :s 2 X 0 r Q N a ^ 11 0 0 J X CL W a 0 X r` Q0 N U 1u .L L U 1 L ti .o c 1) X p ^ 11 W z ca Exist AC overlay -/ „1t Quadquard II, see ' Road Plans" Remove Exist bridge rail, see Note 2 Z Z . - ..�.�Y ..Z.�w.i-.. V E ( 1 I' Exist Re i of :�. See Note 1 Conc slab -%100511.1 Exist 4" Gas 'N. � .. to remain BRIDGE REMOVAL 11/2 11=1 /_Olt B11-52 Chaii Link Railing (Type 7) Eas (right) Barrier only z", / / F/ Match Exist AC overlay Exist AC overt y Exist Rein Conc slab Drill . and bond #8 @ 6 in 8" deep ho I e C I r 1 /-011+ limits of new AC overlay Exist slab ReinfTyp BRIDGE RAIL Drill and bond #8 @ 12 in 8" deep hole, NS BB Chain Link Railing ( Type 7) not shown Concrete Barrier ( Type 736) Top of deck Chain Link Railing (Type 7) not shown --�� A A 1 11 tl I I If it 1 1 11 If I t 11 if I 1 II Il i I II II i 1 I1 II i 1 II 11 I I I II II I I fl 11 1 I 41 II ! t II II I •T••--`-•�--� I l I I t 1 I i 1 f 1 I Exist Approach S! ab :-- ----- — - see Note 3 6" C l r Crash cushion foundation, �" �— - --• Dri I l and bond .see Note 3 #8 @ 6 in i f 10" deep hole, FS ABUTMENT 1 SOUTHEAST CORNER rB11-56 611-52 (Other corners similar, see Note 4 ) _ w. � tt_1 /_O11 - 4 Exist Reinf DETAIL 1 Conc s I ab Exist Approach Slab, see Note 3 `\ #4 x 2'- 0 Tot 2 1` Concrete BarrierB 1 1- 56 (Type 736) % Crash cushion / foundation, / see Note 3 ----- i ri 1/." C I r Drill and bond #8 @ 12 in 10" deep hole 11/2 11=1 1/ 211_1 /_011 Note: The Contractor shall verify all controlling field dimensions before ordering or fabricating any material. CITY0FRAK,ERSFIELD f CA L /PORN/A 6" Max Ty 3#1Ty I "--Exist Edge of Deck SECTION A -A Y2 / -Oil E i L o Concrete Barrier (Type 736) Q0 -#8 @ 12 Edge of deck DRILL AND BOND LAYOUT PUZ ?L /C WORKS DEPA R TMEN T It =1 ,-011 File Name: b26 7adt 9 Job No.: TSK 129 Date: 8127I2010 Drown: J. B l and Eng i neer: J. Revell Checked By: D. Mossman a . Parapet = Post Pocket I X11 Note; At East (right) Barrier only DETAIL 1 B1 1-56 B1 1_5' 3111 /-Oil Q 4RpFESSI0�9 REGISTERED CIVIL NGMEER rim Osterkamp z CITY OF 8AKER5FIELD No. 46783 1501 TRUXTUN AVENUE Exp. 6/34/11 RAf(ER5FIEL D, CA 93.301 s,, CIVIL a�F OF CA-1F��� REUlsfoNS NO. DA TE DESCRIPTION I 2 JT 9 4" x 5" x 9" or 5" Dia x 9" post pocket 8" Tot 2 per post #4 x 1'-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 removal 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 3247 Ramos Circle �• o� ' Sacramento, CA 95827 - 2501 A6AR,RIE7R DA TA IL 6 SHEET NO. CARRIIER CA NA BRIDGE 12 of 22 0 1 2 3 X I I Abutment stemwa l l r-- -' I ! i I I I I I I ! I l ,j I � I I ! I � I I T__ ---- -� 1 0) X i 10 jo t t v i I L! i t t I it I I L Y Exist. shotcrete Abut 1 on 1 y N N f m Q X W Excavation to be deter by Engineer SECTION A—A M=M= V2 11=1 I-011 Notes. 1. Abutment 1 shown, Abutment 4 s i m i l ar but opposite hand. 2. Extend shotcrete to east edge of deck or to existing shotcrete. 3. Approach slab removal and crash cushion foundation at southeast corner of bridge shown, northwest corner similar. Shotcrete Approx OG East (right) structure I I I � ! I I I I I "A" Line West ( left) structure Conc Barrier (Type 736) gee NQTes i ana z ABUTMENTL `% 1 EEATION (/211=1 1_011 o I CITYOF,�9AKERSF/ELD, CALIFORNIA PUBL /C WORKS DEPARTMENT Legend Shotcrete rz� Limits of approach slab removal 00 N �� TYp I i d Q 'OFESSIO REGISTERED CIVILL NGINEER � Tim Osterkctmp - z CITY OF BAKERSFIEL D a No. 46783 1501 TRUXTUN A VENUE EXP. /30/11 BAKERSFIEL D, CA 9.3.3"01 �c x} CIVIL P ATE CALIV REI/!stONS NO. DATE DESCRIPTION f / / 4 // 18 1-011 APPROACH SLAB PLAN Concrete Barrier (Trve 135)- #5 Tot 4 CRASH CU See Note 3 %11=1 ,_011 Concrete Barrier T. - .- -i 7 /- 1 .44 G AA n A SHION FOUNDATION PLAN 3/R =1 ,_0►f Ouadguard II not to shown, see "Road Plans" o #5 .' o 45 Tot 4 each face .�..�. #5 Tot 4 Cr sh cushion #5 Tot 2 foundation-----�---� 4/_011 Exist approach slab SECTION BOMIB File Nome: b267adt2 Drawn: J. Bland Job No.: T8K129 Engineer: J. Revell Dote: 8/27/2010 Checked By: D. Mossmon 103/8`1± 3/RII=1 `-0" QUINCY ENGINEERING, INC 3247 Ramos Circle J, Sacramento, CA 95827 - 2501 '04,�'Ur1WhNrD, 1 AILS` SHEET N0. CARRIER CANAL BRIDGE 13 of 22 0 2 3 0. N \ v' r O [T o W X tt 0 0 W X a k W 0 0 a - w Abutment stemwa l l r-- -' I ! i I I I I I I ! I l ,j I � I I ! I � I I T__ ---- -� 1 0) X i 10 jo t t v i I L! i t t I it I I L Y Exist. shotcrete Abut 1 on 1 y N N f m Q X W Excavation to be deter by Engineer SECTION A—A M=M= V2 11=1 I-011 Notes. 1. Abutment 1 shown, Abutment 4 s i m i l ar but opposite hand. 2. Extend shotcrete to east edge of deck or to existing shotcrete. 3. Approach slab removal and crash cushion foundation at southeast corner of bridge shown, northwest corner similar. Shotcrete Approx OG East (right) structure I I I � ! I I I I I "A" Line West ( left) structure Conc Barrier (Type 736) gee NQTes i ana z ABUTMENTL `% 1 EEATION (/211=1 1_011 o I CITYOF,�9AKERSF/ELD, CALIFORNIA PUBL /C WORKS DEPARTMENT Legend Shotcrete rz� Limits of approach slab removal 00 N �� TYp I i d Q 'OFESSIO REGISTERED CIVILL NGINEER � Tim Osterkctmp - z CITY OF BAKERSFIEL D a No. 46783 1501 TRUXTUN A VENUE EXP. /30/11 BAKERSFIEL D, CA 9.3.3"01 �c x} CIVIL P ATE CALIV REI/!stONS NO. DATE DESCRIPTION f / / 4 // 18 1-011 APPROACH SLAB PLAN Concrete Barrier (Trve 135)- #5 Tot 4 CRASH CU See Note 3 %11=1 ,_011 Concrete Barrier T. - .- -i 7 /- 1 .44 G AA n A SHION FOUNDATION PLAN 3/R =1 ,_0►f Ouadguard II not to shown, see "Road Plans" o #5 .' o 45 Tot 4 each face .�..�. #5 Tot 4 Cr sh cushion #5 Tot 2 foundation-----�---� 4/_011 Exist approach slab SECTION BOMIB File Nome: b267adt2 Drawn: J. Bland Job No.: T8K129 Engineer: J. Revell Dote: 8/27/2010 Checked By: D. Mossmon 103/8`1± 3/RII=1 `-0" QUINCY ENGINEERING, INC 3247 Ramos Circle J, Sacramento, CA 95827 - 2501 '04,�'Ur1WhNrD, 1 AILS` SHEET N0. CARRIER CANAL BRIDGE 13 of 22 0 2 3 N \ O o W t- 0 X a W 0 Abutment stemwa l l r-- -' I ! i I I I I I I ! I l ,j I � I I ! I � I I T__ ---- -� 1 0) X i 10 jo t t v i I L! i t t I it I I L Y Exist. shotcrete Abut 1 on 1 y N N f m Q X W Excavation to be deter by Engineer SECTION A—A M=M= V2 11=1 I-011 Notes. 1. Abutment 1 shown, Abutment 4 s i m i l ar but opposite hand. 2. Extend shotcrete to east edge of deck or to existing shotcrete. 3. Approach slab removal and crash cushion foundation at southeast corner of bridge shown, northwest corner similar. Shotcrete Approx OG East (right) structure I I I � ! I I I I I "A" Line West ( left) structure Conc Barrier (Type 736) gee NQTes i ana z ABUTMENTL `% 1 EEATION (/211=1 1_011 o I CITYOF,�9AKERSF/ELD, CALIFORNIA PUBL /C WORKS DEPARTMENT Legend Shotcrete rz� Limits of approach slab removal 00 N �� TYp I i d Q 'OFESSIO REGISTERED CIVILL NGINEER � Tim Osterkctmp - z CITY OF BAKERSFIEL D a No. 46783 1501 TRUXTUN A VENUE EXP. /30/11 BAKERSFIEL D, CA 9.3.3"01 �c x} CIVIL P ATE CALIV REI/!stONS NO. DATE DESCRIPTION f / / 4 // 18 1-011 APPROACH SLAB PLAN Concrete Barrier (Trve 135)- #5 Tot 4 CRASH CU See Note 3 %11=1 ,_011 Concrete Barrier T. - .- -i 7 /- 1 .44 G AA n A SHION FOUNDATION PLAN 3/R =1 ,_0►f Ouadguard II not to shown, see "Road Plans" o #5 .' o 45 Tot 4 each face .�..�. #5 Tot 4 Cr sh cushion #5 Tot 2 foundation-----�---� 4/_011 Exist approach slab SECTION BOMIB File Nome: b267adt2 Drawn: J. Bland Job No.: T8K129 Engineer: J. Revell Dote: 8/27/2010 Checked By: D. Mossmon 103/8`1± 3/RII=1 `-0" QUINCY ENGINEERING, INC 3247 Ramos Circle J, Sacramento, CA 95827 - 2501 '04,�'Ur1WhNrD, 1 AILS` SHEET N0. CARRIER CANAL BRIDGE 13 of 22 0 2 3 F,A O 0 N ,.r d n ff D w f - H 0 -j x 0- w f -- d d x 4- N .C� 4- L +- U) L{ C E II L V, J L N , ne Q x �f w u - S: 0 NOT E LEGEND: ABBREVIATIONS: CLOSURE PCMS PORTABLE CHANGEABLE MESSAGE SIGN 1. THIS PLAN ACC RATE FOR TRAFFIC HANDLING WORK ONLY. 2. TRAFFIC HANDLING PLAN IS CONCEPTUAL. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONSTRUCTION AREA SIGN HANDLING PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION. TRAFFIC CONE REGISTERED CIVIL ENG] C1 TY OF � RAKERSFIEZ 9 1501 TRUXTUN A MENUE RAI ERSFIRL D9 CA 93301 4 QRpFESS10N9 indsQy J. Juore Z a No. Css432 'Exp. 9/30/19 CIVIL t� q�F OF CAi.iF°�� C1TY0,rjA6A1fAERSF1AFLD, CALIFORNIA PUBL IC WORMS DEPA R TMEN T File Name: XXXXXXXX Job No.: XXXXXXXX Date: XXXXXXXX CONCEPTUAL TRAFFI Drawn: M. Ramirez Engineer: L. Juarez Checked By: C. Gibson NO SCALE 0 HANDLING PLAN THml I ^ QUINCY ENGINEERING, INC 3247 Ramos Circle —� Socromento,CA 95827 - 2501 REHA�/L/TATION SHEET N0. UN/O/VAVENUE l/ERHEAD 14 OF 22 0 1 2 3 MESSAGE PUS LOCATION FIRST FLASH SECOND FLASH NORTHBOUND UNION Ave MERGE < > UNION Ave TRAFFIC RIGHT 2NORTHBOUND ARROW RIGHT UNION Ave SO THBOUND ARROW RIGHT UNION Ave THBOUND LEFT LANES MERGE 4SO UNION Ave CLOSED AHEAD RIGHT C1TY0,rjA6A1fAERSF1AFLD, CALIFORNIA PUBL IC WORMS DEPA R TMEN T File Name: XXXXXXXX Job No.: XXXXXXXX Date: XXXXXXXX CONCEPTUAL TRAFFI Drawn: M. Ramirez Engineer: L. Juarez Checked By: C. Gibson NO SCALE 0 HANDLING PLAN THml I ^ QUINCY ENGINEERING, INC 3247 Ramos Circle —� Socromento,CA 95827 - 2501 REHA�/L/TATION SHEET N0. UN/O/VAVENUE l/ERHEAD 14 OF 22 0 1 2 3 x x x x x N N M q0 A� If W F- t - 0 J CL W M M r C 0) N 4- L E L L N C r� / 0 A n W ►-4 U - Z c� a NOTES:LEGEND: ABBREVIATIONS: l 1. THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. CLOSURE PCMS PORTABLE CHANGEABLE MESSAGE SIGN REGISTERED CIVIL ENGI CITY OF BAKERSFIEL D 2. TRAFFIC HANDLING PLAN IS CONCEPTUAL. THE CONTRACTOR SHALL SUBMIT A TRAFFIC 15©s TRUXTUN AVENUE HANDLING PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION. � CONSTRUCTION AREA SIGN BAKERSFIELO, CA 93301 TRAFFIC CONE ' O Q?,pFFSSIO/V fndsay J. Juare No. 068432 ,�\'Exp. 9/30!11 CIVIL P ti QTF OF' CAL iFo W Z VGV-L <'8 W20-5 CITYO) SAlfjERSFIELD, CALIFORNIA PURL /C WORKS DEPARTMENT File Name: XXXXXXXX Job No.: XXXXXXXX Date: XXXXXXXX cUNctNIUAL Or -own: M. Ramirez Engineer; L. Juarez Checked By. C. Gibson TRAFFIC NO SCALE W20-1 HANDLING PLAN THm2 QUINCY ENGINEERING, INC 3247 Ramos Circle Sacramento, CA 95827 - 2501 RRIDGERSHARIL / M RON ISHEET N0. 11NIONA VENUE OVERHEAD 15 OF 22 0 1 2 3 MESSAGE PCMS LOCATION FIRST FLASH SECOND FLASH N RTHBOUND RIGHT LANES MERGE < > 5 U ION Ave CLOSED AHEAD LEFT NRTHBOUND < > B ARROW LEFT -� U ION Ave 7 S UTHBOUND ARROW LEFT U ION Ave SUTHBOUND RIGHT LANES MERGE < > U ION Ave CLOSED AHEAD LEFT CITYO) SAlfjERSFIELD, CALIFORNIA PURL /C WORKS DEPARTMENT File Name: XXXXXXXX Job No.: XXXXXXXX Date: XXXXXXXX cUNctNIUAL Or -own: M. Ramirez Engineer; L. Juarez Checked By. C. Gibson TRAFFIC NO SCALE W20-1 HANDLING PLAN THm2 QUINCY ENGINEERING, INC 3247 Ramos Circle Sacramento, CA 95827 - 2501 RRIDGERSHARIL / M RON ISHEET N0. 11NIONA VENUE OVERHEAD 15 OF 22 0 1 2 3 x 91 x x x c� v n 11 Gl W F- F - 0 J LU 2 F- 0 N r 11 0 W F- 1'- 0 J CL W a 0 C N .L7 / L U) L' C E U) L L LO N .L� C a 11 W J Z NOTES: LEGEND: ABBREVIATIONS: 1. THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. CLOSURE PCMS PORTABLE CHANGEABLE MESSAGE SIGN 2. TRAFFIC HANDLING PLAN IS CONCEPTUAL. THE CONTRACTOR SHALL SUBMIT A TRAFFIC HANDLING PLA TO THE ENGINEER FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION. CONSTRUCTION AREA SIGN TRAFFIC CONE REGISTERED CIVIL CITY OF BAKERSFIEL D 1501 TRUXTUN AVENUE BA1(ERSFIEL,0, CA 9.3301 F,/4ikofEss10 ER indsoy J. Judre^ No. C68432 cr_# Exp. 9/30/11 ST Civil P qTF OF CAL IN: REI//S101US NO, OA TE DESCRIPTION 4 CONCEPTUAL TRAFFIC HANDLING PLAN � No SCALE TH=3 QUINCY ENGINEERING, INC 3247 Ramos Circle j Sacramento, CA 95827 - 2501 File Nome: XXXXXXXX Drawn: M. Ramirez BRIDGEREHARBIL /Tro4 rION SHEET N0. C'I TYChi " � lff �FIEL CALIFO NIA IOUBL oC WORK � DASOAR.TMFNT Job No.: XXXXXXXX Engineer: L. Juarez I UNIONA VjENUE 0VERHEAD 16 of 22 Dater XXXXXXXX Checked By: C. Gibson 0 1 2 3 MESSAGE PCMS L CATION Z FIRST FLASH SECOND FLASH N RTHBOUND LEFT LANES MERGE < > 9 U ION Ave CLOSED AHEAD RIGHT NOR THBOUND cn U ION Ave ARROW RIGHT 12 11 i ARROW RIGHT - U ION Ave . •r (MOUNT 0N SOUTHBOUND W20 1 MERGE -ARR U14ION I CAD ) B E 1 � RIGHT _ 2 ... - _ 0 ' TP -5W20G20 MaxMy 5 ._O. 3ay _ , ........- .... ..._. ' , , 0 2 W20 -5j 5 -UNION,ie-� , - r , , `f W20-1 , J - i' 3 W : C30- CA , W z { MOUN T;: ON , BARR I CADE) , .. _... . - CONCEPTUAL TRAFFIC HANDLING PLAN � No SCALE TH=3 QUINCY ENGINEERING, INC 3247 Ramos Circle j Sacramento, CA 95827 - 2501 File Nome: XXXXXXXX Drawn: M. Ramirez BRIDGEREHARBIL /Tro4 rION SHEET N0. C'I TYChi " � lff �FIEL CALIFO NIA IOUBL oC WORK � DASOAR.TMFNT Job No.: XXXXXXXX Engineer: L. Juarez I UNIONA VjENUE 0VERHEAD 16 of 22 Dater XXXXXXXX Checked By: C. Gibson 0 1 2 3 MESSAGE PCMS L CATION FIRST FLASH SECOND FLASH N RTHBOUND LEFT LANES MERGE < > 9 U ION Ave CLOSED AHEAD RIGHT NOR THBOUND 10 U ION Ave ARROW RIGHT - 11 SOUTHBOUND ARROW RIGHT - U ION Ave SOUTHBOUND LEFT LANES MERGE 12 U14ION Ave CLOSED AHEAD RIGHT CONCEPTUAL TRAFFIC HANDLING PLAN � No SCALE TH=3 QUINCY ENGINEERING, INC 3247 Ramos Circle j Sacramento, CA 95827 - 2501 File Nome: XXXXXXXX Drawn: M. Ramirez BRIDGEREHARBIL /Tro4 rION SHEET N0. C'I TYChi " � lff �FIEL CALIFO NIA IOUBL oC WORK � DASOAR.TMFNT Job No.: XXXXXXXX Engineer: L. Juarez I UNIONA VjENUE 0VERHEAD 16 of 22 Dater XXXXXXXX Checked By: C. Gibson 0 1 2 3 FA x x x x 0 rt - N 0 A it G] W H -- O W 0. W f- 4 C3 N .L� L Lf E y N C 0, u W J LL z c9 Q NOTES: LEGEND: ABBREVIATIONS: 1. THIS PLAN ACCURATE FOR TRAFFIC HANDLING WORK ONLY. CLOSURE PCMS PORTABLE CHANGEABLE MESSAGE SIGN 2. TRAFFIC HANDL NG PLAN IS CONCEPTUAL. THE CONTRACTOR SHALL SUBMIT A TRAFFIC { CONSTRUCTION AREA SIGN HANDLING PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION* TRAFFIC CONE REGISTERED CIVIL CITY OF BAKERSFIEL D 1501 TRUXTUN AVENUE BAKERSFIEL D, CA 93,301 ' O 4'?'pFESSI0N q�. inds4�r J. Juare � a No, C68432 Exp. 9/30111 sT CIVIL � OF CALIFa��� ClTYOF'�AKERSF/ELD, CAL /PORN/A PUBL IC WORKS DEPARTMENT F! ie Name: XXXXXXXX Job No.: XXXXXXXX Date: XXXXXXXX CONCEPTUAL Drown: M. Ramirez Engineer:. L. Juarez Checked By. C. Gibson TRAFFIC HANDLING PLAN NO SCALE THm4 REH.4B-/IL1TAT/ON UN/ONAVENUE D[/ERHEAD QUINCY ENGINEERING, INC 3247 Ramos Circle Sacramento, CA 95827 - 2541 SHEET NO. 17 OF 22 0 1 2 3 i MESSAGE PCMS LO ATION FIRST FLASH SECOND FLASH NORTHBOUND RIGHT LANES MERGE 3 <8> UNION Ave CLOSED AHEAD LEFT NORTHBOUND 14 ARROW LEFT UNION Ave 5 8> SOUTHBOUND ARROW LEFT UNION Ave SOUTHBOUND RIGHT LANES MERGE 6 <8> UN ON Ave CLOSED AHEAD LEFT ClTYOF'�AKERSF/ELD, CAL /PORN/A PUBL IC WORKS DEPARTMENT F! ie Name: XXXXXXXX Job No.: XXXXXXXX Date: XXXXXXXX CONCEPTUAL Drown: M. Ramirez Engineer:. L. Juarez Checked By. C. Gibson TRAFFIC HANDLING PLAN NO SCALE THm4 REH.4B-/IL1TAT/ON UN/ONAVENUE D[/ERHEAD QUINCY ENGINEERING, INC 3247 Ramos Circle Sacramento, CA 95827 - 2541 SHEET NO. 17 OF 22 0 1 2 3 i X M .a X tt 0 W 0 0- W W fl Curb ---• ................................... ...............1 39 LF a Sidewalk ............................................. N LF Clean Br i dge eck................................................................ 31620 SOFT 0 n Joint ....................................................... 204 LF tl ......................................................................... a SUM W ................ •---.................------.--....................... LUMP SUM Joint Seal (Tye B MR = 1l2") .................................... 0 LF Treat Bride Deck ................................................................ X a SOFT W Deck Treatment Material ......... 351 GAL a ( Curb) .....................................................139 1 "=20' LF X X 295'-1 "± measured along "C" Line BB' EB —L - - ^—x :.:: _ .. _ :-a-r� : _.-- r. L--._- r.—_�_ .._-r.� :r :zt ��-c_:._ ..' _ s .. _ :r_ _ _ . —:sa--rte....._ : _.. •—_---�-- •_�.--�.:. ._sa--- - -�- J � t _ t�— �_3 Sumner St C UPRR Tracks Union AveAbut 5 bu Abut 1( I I ( I Loop OG —►— Pier 2 � Pier 3 Per 4 Datu Elev 400.00± i QUANT ITIE Remove Concrete Curb ---• ................................... ...............1 39 LF Remove Concrete Sidewalk ............................................. 44 LF Clean Br i dge eck................................................................ 31620 SOFT Clean Expans i n Joint ....................................................... 204 LF Repair_ Barrie ......................................................................... LUMP SUM Reai r Median ................ •---.................------.--....................... LUMP SUM Joint Seal (Tye B MR = 1l2") .................................... 204 LF Treat Bride Deck ................................................................ 31620 SOFT Furnish Bridge Deck Treatment Material ......... 351 GAL Minor Concret ( Curb) .....................................................139 1 "=20' LF Minor Concret (Sidewalk) -•........................................... 220 SOFT DEVELOPED ELEVATION 1 11 =20" GENERAL NOTES DESIGN: AASHTO LRFD Bridge Design Specifications, 4th Edition with Interims through 2009 and the Caltrans Amendments v.4g except that abutments, Standard Pians dated May 2006, Revised Standard Plans through October 2007, and Standard Bridge" Details XSsheets are designed using, Bridge Design Spec r f i cat i ons (1996 AASHTO w/ Revisions by Caltrans) REINFORCED CONCRETE: fy = 60 ksi fc = 3.6 ksi n = 8 Conc Barrier ( Type 26 ) with Chain Link Railing (Type 7), Typ REGISTERED CIVIL.-ENG7 CITY OF 8A1fFRSFIEL D 1501 TRUXTIIN A VENUE BAKERSFIEL D, CA 93301 O Q�ofESS10N9 M Tim Osterkamp No, 46783 M Exp. 6/30/11 s� CIVIL t qTF 4F CALIFS REVISIONS NO, DATE DESCRIPTION 4 /f "C" Li 1 96'_0"+ 4 ' - 0"± 5`-0"-± 40'-Q"+ Traveled Way 0'-0"± Traveled Way 5'-0"+ +' Exist City of Bakersfield ,_ �� Exist 1 1 /2 "conduit -� �_ 1 0 ± I igh ing uti I ity in existing 1 0 ± for traffic signals, am conduit, protect in place —" II protect In place %I it LO I P of i le -2%t Grade -2%± !_7 7 7 — IT — I._ ..._ .._�.._ ...._ .._ _..____ .... A__i_ Y_ Ex ist future .. .. �...—...�....— —. .—.._... —.. —.._ .. .. �.... .. ..------�...^. _. ..—.� utility conduit, protect in place I I l I I l 1 ( I I I I I I I I { I 1 t I I l i I I I I I OG --� ► t tt t t t t BB 98+25 7 6+ Exist Br i dge Elev 944 e± 3 � �y N 50C-0316 � �{ To Downtown L i n e + S - s a Q / .0 4 .14 _S---�.---s - .-----.-- --s - -s ----s---------z_ 2 � 102+00 Note= CThe Contractors all verify all controlling field i mens ons before ordering or fabr i at i ng any material. �I W ClTYOFIBAKERSF/ELD, CA L /PORN/A PUBL IC WORKS DEPARTMENT Fite Nome: b267bgp Drawn: J. Blond Job No.: T8K 128 Engineer: ✓. Revell Dote: 8/27/2010 Cheoked By: O. M088171011) TYPICAL SECTION 1 " =10' Notes L! 1 To 0i idale .F Clean Bridge Deck and % & Kern River L Deck (D Repair Barrer, see Abutment Details sheets ��� and Curb, see .._.. e .. ..._- - Details" sheet ---. .. ....._..-- :. .: _-tee _ e— _ .. e . _..—.....-. _......y e . _._ . — . T _..... _ e. -- _ -e -- - -- e---� Repair Curb see "Miscellaneous Details" sheet L Repair Medi 1 5 EB 101 +20.86± ' 5 5 1 2 PLAN Elev 449.83± 0 -e to 1 "=20' Note= CThe Contractors all verify all controlling field i mens ons before ordering or fabr i at i ng any material. �I W ClTYOFIBAKERSF/ELD, CA L /PORN/A PUBL IC WORKS DEPARTMENT Fite Nome: b267bgp Drawn: J. Blond Job No.: T8K 128 Engineer: ✓. Revell Dote: 8/27/2010 Cheoked By: O. M088171011) TYPICAL SECTION 1 " =10' Notes Indicates limits of Clean Bridge Deck and Treat Bridge Deck (D Repair Barrer, see Abutment Details sheets Repair Sidewalk and Curb, see "Miscellaneous Details" sheet Repair Curb see "Miscellaneous Details" sheet Repair Medi n, see "Miscellaneous Details" sheet 5 Replace Joint Sea l -e City of Bakersfield lighting utility --s -- City of Bakersfield Traffic Signal Utility QUINCY ENGINEERING, INC 3247 Ramos Circle Sacramento, CA 95827 - 2501 GENE)IM L PLAN SHEET NO. 1)MON A VENUE 0 V RHEAD 18 OF 22 N 1 2 3 X R, 0 N 0 0 W 0 J X CL W 0 C X b .LJ L4 N .o U L .L L U I 4- L 0 10 N jo 0 X " W Z 1 I 1 t 0 1 2 3 Q\R FESS10 -9 �Q • Chain Link Legend. REGISTERED CIVIL NGINEER v, Tim Osterkamp c Z Conc Barrier. Conc Railing Barrier1.�o� .__._ ....._. CITY OF BAKERSFIELD U3 No. 46783 M (Type 26 ) --- (Type A 26 ) not shown, see Note 1 i ----i Indicates ( portion) bridge removal TRUXTUN AVENUE x501 TRUXTO A N41Z .� Exp* 6/30/11 s, CIVIL P 2'-0" Measured along "C" Line ..-..-..-"'..-`..^`.. ..-..�-..I - Exist Barrier Re i of - qTF �� CAL 15 REVISIONS fto remain- Indicates remove de I am i noted NO. DATE DESCRIPTION concrete from face and Edge of Top ..-..�`..-..-..-._"..-"..-'.., of .. i replace, matching existing s i dewa I k deckDETAIL 1 architectural treatment 2 // -.. -------- �.._. -..-.. I ...�...._..._.._.^.._ ..�-.•—..—..--..--..--. ..-.. _. ..�...-.. Indicates concrete remove unsound and 4 -- -- patch Indicates N remove and replace P ace lies Approach slab � concrete barrier (portion } 1 Temporary remova I of chain I i nk ra i 1 i n g permitted as needed. / I WW 1 1 ( i Indicates polystyrene 2 For Sections E -E and F -F, see "Abutment Details No. 3" sheet. SECTION A -A V211= 1 /-oil Top of deck Conc Barrier ( Type 26 ) EOD WWLOL i ----1� Remove deck concrete to match face of - `- �- Cut back Exist barrier and ensure Long i t bars to face ABUTMENT 1 SOUTHWEST PLAN ABUTMENT 1 SOUTHWEST ELEVATION gap to face of of concrete and epoxy coat exposed ends win walI 9 '/211=1 '-p11 Y2 Chain Link E E Ra i 1 i ng .._._.._...,.. Conc Barrier not shown, Conc ( Type Barrier 26) - ( Type 26) B see Note 1 Existing deck 2'-0" Measured along "C" Line _ ..-..-..^....-....� .,�..,_.. Exist Barrier Reinf to remain ..__..�...-.._...._.._._._: __..._... _.. 211 Gap Edge of—Top �,� WW sidewalk DETAIL 2 of deck DETAIL 1 .. ..._.__.. ..�,......,_.._.__....�..-. ---•-..�.. ..._..---__._.. -•_..._...._.. --------------- �_� Cut back Longit Exist bars from 3„ =1 ,_0„ Conc Barrier -_-.._...-...�.,_._... ___ �"--- new concrete face (Type 26 ) � -•-----•----•--•-•. � �� '. and epoxy coat Top of deck exposed ends I � 1 Remove deck concrete and w i ngwa 1 I concrete � ( to match face of I--..,._..-.._._...._..._.. k barrier and ensure ..._....�_. ..�.. ..-.. �, 2i1 gap between deck WW C-" .-.. ___....._ .. -.. _.. �...—.. ..._.._............_ .. _. _.. _.._.: �-1-:. -.: d w w I an n a I 9 WWLOL O E D �--- -•- OG Nl 1 a Existing deck WW SECTION B—B Polystyrene, 2" or match existing ABUTMENT 1 SOUTHEAST PLAN ABUTMENT 1 SOUTHEAST ELEVATION `/2'1=1 "-°11 --- � thickness Y2 11=1 1-0,1 x/21,=1 1—O„ 21, aP DETAIL 2 Note: The Contractor shall verify all 31111_G„ controlling field dimensions before QUINCY ENGINEERING9 INC ' ordering or fabr i c tang any material. 3247 Ramos CircleSacram®nto, CA 95827 - 25(}1 C/TYC�,F 'IfAER SFI LD CALIFORNIA PUBL /G WORKS DERARTI VENT File Name: b267bdt1 Drawn: J. Bland ABUTMENT D &S/ 4b,. f SHEET NO. Job No.: T8K128 Engineer: J. Reive1I 'UNIONA VENUE 4VAERHEAD 19 OF 2 2 E01-62 $/27/201 D Checked BY: D. Massman 1 I 1 t 0 1 2 3 X Edge of sidewalk M 0. U) X 11 0 W 0 0- W M F_ X N f N jo 1-1 U L N .L L Q U L x a N Q a X W M LL Z d ABUTMENT 1 I I I I I I EOD nJ ^11 ►._ Conc Barrier ( Type 26 ) WW "C" Line DETAIL Conc Barrier ( Type 26 ) T\Mbm- Legend: 17— — Indicates bridge removal -- ( port i on) When replacing barrier on top Chain Link of deck, use 0.4" Ga 1 v sheet Rai I i ng Indicates remove delaminated metal over 1" neoprene strip. not shown, P P concrete from face and Coat top of strip with grease --.,see Note 1 replace, matching existing architectural treatment Top -of deck I I I �---- ------ OG Place barrier on Ga I v sheet metal over greased neoprene strip NORTHWEST PLAN-- —ABUTMENT 5NORTHWEST ELEVATION S It 2 =1 1-011 -O11 12 Conc Barrier (Type 26) Exist Longit barrier Reinf to remain, remove and replace Exist Vert Re i of ---__ SECTION C ---C. Conc Barrier Chain Link ( Type 26) Rai ling not shown, .._.._...r..._....—.. —.. _.... _._. r.._....._ .._..� . see Note 1 When replacing Barrier on top Top of I of approach slob, use 0.4" deck Galv sheet metal over 1" Edge Ik j/. DETAIL 4 i neoprene strip.Coat to of jj strip with grese P '"—" �-�— �--�-- -•------------------.. —..— - Exist Longit barrier Re i of 1' . �.... _..—.._.._.. to remain, remove and replace ..._... _..—.._,._.. Exist Vert Re i of —_.._ '•4 j I . I DCWW OG EOD WWLOL 21-01' Measured along "C" Line It> Place barrier on Ga I v sheet metal over greased neoprene strip ABUTMENT 5 NORTHEAST PLAN ABUTMENT 5 NORTHEAST ELEVATION Y211=1 /_0 11 '/2"=1 /_0it C/TYOFb 4KERSF/ELD, CA L /PORN/A I Approach slab I WW------I--� I I I PUBL /C WORKS DEPARTMENT SECTION D -D Ftle Name: b267bdt2 Job No.: T8Ki28 Date: 8X2 7X2010 Indicates remove unsound concrete and patch \\\\IIndicates remove and replace concrete barrier (portion) Indicates polystyrene • ' Indicates limits of • • Ga I v sheet metal it back Exist Longit bars concrete face and )oxy coat exposed ends ---� WW - Top of deck Remove w i ngwa l I concrete to ensure 2" gap to deck H Existing deck Polystyrene, 2" or match existing thickness -- Drawn: J. Bland Engineer: J. Revell Checked By: D. Mossman 211 Ga'[ DETAIL. 3 311=1 /-oil 2" Ga DETAIL 4 311=1 /_0 OII Q4pFESSIO� q� N CITY OF BAKERSFIELD a No. 46783 z 1501 TRUXTUN AVENUE Exp. 6/30/1 BAKERSFIELD, CA 93.301 o_ x} �TqT CIVIL 0 RHVISIONS W NO. DA TE DESCRIPTION 0 J X 0. F4// W F- 0 X N f N jo 1-1 U L N .L L Q U L x a N Q a X W M LL Z d ABUTMENT 1 I I I I I I EOD nJ ^11 ►._ Conc Barrier ( Type 26 ) WW "C" Line DETAIL Conc Barrier ( Type 26 ) T\Mbm- Legend: 17— — Indicates bridge removal -- ( port i on) When replacing barrier on top Chain Link of deck, use 0.4" Ga 1 v sheet Rai I i ng Indicates remove delaminated metal over 1" neoprene strip. not shown, P P concrete from face and Coat top of strip with grease --.,see Note 1 replace, matching existing architectural treatment Top -of deck I I I �---- ------ OG Place barrier on Ga I v sheet metal over greased neoprene strip NORTHWEST PLAN-- —ABUTMENT 5NORTHWEST ELEVATION S It 2 =1 1-011 -O11 12 Conc Barrier (Type 26) Exist Longit barrier Reinf to remain, remove and replace Exist Vert Re i of ---__ SECTION C ---C. Conc Barrier Chain Link ( Type 26) Rai ling not shown, .._.._...r..._....—.. —.. _.... _._. r.._....._ .._..� . see Note 1 When replacing Barrier on top Top of I of approach slob, use 0.4" deck Galv sheet metal over 1" Edge Ik j/. DETAIL 4 i neoprene strip.Coat to of jj strip with grese P '"—" �-�— �--�-- -•------------------.. —..— - Exist Longit barrier Re i of 1' . �.... _..—.._.._.. to remain, remove and replace ..._... _..—.._,._.. Exist Vert Re i of —_.._ '•4 j I . I DCWW OG EOD WWLOL 21-01' Measured along "C" Line It> Place barrier on Ga I v sheet metal over greased neoprene strip ABUTMENT 5 NORTHEAST PLAN ABUTMENT 5 NORTHEAST ELEVATION Y211=1 /_0 11 '/2"=1 /_0it C/TYOFb 4KERSF/ELD, CA L /PORN/A I Approach slab I WW------I--� I I I PUBL /C WORKS DEPARTMENT SECTION D -D Ftle Name: b267bdt2 Job No.: T8Ki28 Date: 8X2 7X2010 Indicates remove unsound concrete and patch \\\\IIndicates remove and replace concrete barrier (portion) Indicates polystyrene • ' Indicates limits of • • Ga I v sheet metal it back Exist Longit bars concrete face and )oxy coat exposed ends ---� WW - Top of deck Remove w i ngwa l I concrete to ensure 2" gap to deck H Existing deck Polystyrene, 2" or match existing thickness -- Drawn: J. Bland Engineer: J. Revell Checked By: D. Mossman 211 Ga'[ DETAIL. 3 311=1 /-oil 2" Ga DETAIL 4 311=1 /_0 OII Notes: 1. Temporary removal of chain link ra "ling permitted as needed. 2. For Sect ions G -G and H -H, see "Abutment Deta i Is No. 3" sheet. Con Barrier ( Type 26 ) OP of deck Remove deck concrete to ensure 2" gap to face of wingwal I G Existing deck Pol y y st rene, „ 2 or match existing thickness Conc Barrier (Type 26) \��Cut back Exist Longit bars from new concrete face and epoxy coat exposed ends H Cut back Exist Vert bars to face of concrete and epoxy coat exposed ends WW QUINCY ENGINEERING, INC 3247 Ramos Circle ' y Sacramento, CA 95827 - 2501 ABUT1WHNTDETA& S No. 2 SHEET N0. UN/DNA VENUE OVERHEAD 20 of 22 Q4pFESSIO� q� REGISTERED CZVtL. + NGINEER Tim Osterkamp CITY OF BAKERSFIELD a No. 46783 z 1501 TRUXTUN AVENUE Exp. 6/30/1 BAKERSFIELD, CA 93.301 �c x} �TqT CIVIL CAL t��a RHVISIONS NO. DA TE DESCRIPTION F4// Notes: 1. Temporary removal of chain link ra "ling permitted as needed. 2. For Sect ions G -G and H -H, see "Abutment Deta i Is No. 3" sheet. Con Barrier ( Type 26 ) OP of deck Remove deck concrete to ensure 2" gap to face of wingwal I G Existing deck Pol y y st rene, „ 2 or match existing thickness Conc Barrier (Type 26) \��Cut back Exist Longit bars from new concrete face and epoxy coat exposed ends H Cut back Exist Vert bars to face of concrete and epoxy coat exposed ends WW QUINCY ENGINEERING, INC 3247 Ramos Circle ' y Sacramento, CA 95827 - 2501 ABUT1WHNTDETA& S No. 2 SHEET N0. UN/DNA VENUE OVERHEAD 20 of 22 X M C. Q e - N X 0 w 0 a w M F- Q Q N Q II w F— F^- 0 J X CL a 0 C 0) X N .f1 C U N .L L �J U L '+— W L Exist I 2 I n_ Exist Approc Exist Wingwall 0 , 0 fl - LO Note: The Contractor sh ll verify all a controlling field dimensions bef ore X ordering or fabric ting any material. c NS7= IV IV L-VL- SECTION E -E 3"-1 1-0 0if SECTION F -F L%du i st Approach Slab Exist Wingwall Exist Deck Exist Approa Exist Wingwall W' Exist Deck QI CITYOFSAKAERSFIAELD, CALIFORNIA I PUBL/C WORKS DEPARTMENT SECTION G -G 3.._x,_0.. Az> SECTION -H---H Flle Name: b267bdt4 Drown: J. Bland Job No.: T8K128 Engineer-: J. Revell Date: 827/2010 Checked By: D. Crossman Deck l- Approach Slab Exist Wingwall 0 QROFESSION REGISTERED CIVIL NGINEERw Tim Osfieikamp c CITY OF BAKERSFIELD a No. 46783 __ 1501 TRUXTUN AVENUE 6/30/9 1 8A/CER5FIEL0, CA 9,3,301 .a �Xp• x} S�9T CIVIL tiP F OF CALIV RHV/1S/0/vs NO. DA TE DESCRIPTION 3 4 Legend. 4 Indicates bridge removal . (port ion) Indicates remove delaminated concrete from face and replace, matching existing architectural treatment Indicates remove unsound concrete and patch i I I a i i i 1 } i QUINCY ENGINEER9ETNO INC 3247 Ramos Circle Sacramento, CA 95 ABUTMENTDET,4lLS/1/o. 3ISH UNIONA VENUE D �ERHEAD 21 of 22 0 2 3 I X M CL details not shown see City ofBakersfield Standard Q 4. Sawcut 2" gap in existing median and architectural treatment at existing join--. Reset existing architectural treatment with X �r - 0 W 0 0 X a - a_ W g - Notes Legend: 1 . Remove exist ng joint seal and Limits of remove and `- c l can existing expansion joint replace curb cn down to ex i s i ng waterstop. Instal I new Joint Seal Type B Limits of remove and ' 'o (MR=1 y2") con inuous, replace sidewalk�° full width of structure. o Limits of remove existing ,�'� B 2. For Curb dim ns i ons not shown median and architectural treatment see City of akersf i e l d Standard and replace with concrete median Plan S-1. 3. For Sidewalk details not shown see City ofBakersfield Standard Pian S-3. 4. Sawcut 2" gap in existing median and architectural treatment at existing join--. Reset existing architectural treatment with epoxy or grout. - W tic„ Line Exist 1Y2" conduit for traf f i c signals, - protect in place Exist Conc deck 5. If damaged architectural treatment extends past repair limits, reset SECTION C—C existing architectural treatment with epoxy or grout, 1 40 No Scale 6. Install new Joint Seal 37'-6"+ Begin Exist Concrete Type B (MR=1 i 2") Measured along 'ic" Line Barrier (Type 26) full width of new concrete med an. Wrap Exp Jt Brg Abut 1 Joint Seal around sides ••--•----- and sea I at d ck -- �` --..--..--- ...... 0 0 N b a - W 0 J X a - W Exist sleeper S i ab ---- I i i Exist 1 / Approach Slab _-------- _ / A- 0 % DETAIL 1 C LL i ne -- 98+0(}.___...-0 _._.. _.... . -- . Repair existing median, o see Note 4 / G _ f co / o / I XLO i 0 / �• ExpJt -._....:. .._._...,._,. -._.._.....r._....,_.. ____..._._. . _......._.... 27 g"+ Measured along "Cl, Line Begin Exist Concrete Barrier ( Type 26 ) PLANN n Note: The Contractor s all verify ail 1 "=10' controlling fielddimensions before X ordering or fabricating any material, n QI CITY0)BAKERSF/ELD, CALIFORNIA Expansion Joint Exist median and architectural tc treatment 2'-0"± measured along "C" Line, see Note 5 DETAIL,.1 No. Scale E "C" Line 2,_0It+ E 2'-0,t+ F +1 Top of Exist REGISTERED CIVIL -ENG CITY OF BAKERSFIEL D 1501 TRUXTUN A VZ4MIE- BA1(E1?5FIEL ©, CA 93.301 � Q�pFESSIpN� 0 Tim Osterkam� . No. 46783 * Exp. 6/30/11 s�, CIVIL P aTF or CA�.IF°0� #4 ( @1 1$ =� deck RSVIS/DNS R=1 i „+ ` NO. DA TE 0f5CRZRT10N 1i 2 4 Exist Reinf Exist 11y2" conduit Joint Seal to remain for traffic signals, Type B {al i/2") protect in I ace median only SECTION- A—A Exist architectural t 2" Ga i n No Scale treatment --,p i n median t End Exist Concret30`-0"± Barrier (Type 26)!------easured along "C" Lin Top f Joint Seal M Exist deck Type B Brg Abut 5 PUBL IC WORKS DEPA R TMEN T yt�'q File Nome: b267bdt3 Drawn: J. B l and Job No.: T8K128 Engineer: J. Revell Date: 8�27,12010 Checked By: D. Massmon Exp Jt I � l t 1 1 Repair ex median, see Note i (MR=1 Y2") SECTION B -s -B ._ _._ No Scale sting .._ _. _... 102+00 1 --- E x i s t S i eeper Slab �.. t _.._...I.,.. _...._. Exist Drill and Bond Approach #5 1:along Slab Exist Approach Slab "C" LinE in or Sleeper Slab 8" deep hole Note: Curb replacement at southeast corner shown, others corners similar New curb, see Note 2 SECTION 0—D No Scale QUINCY ENGINEERING, INC �/ 3247 Ramos Circle p(, a' � y Sacramento, CA 95827 - 2501 )V/SCELLANEOUSDETAIL S SHEET No. INION AVENUEO!/ERHEAD 22 of zz 0 1 2 3