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HomeMy WebLinkAbout2.2-76LIST OF DRAWINGS SHEET 1 TITLE &LOCATION MAP SHEET 2 BRIDGE PLAN SHEET 3 TRAFFIC STRIPES AND PA CEMENT PAVEMENT MARKERS MARKINGS SHEET 4 TRAFFIC STRIPES AND PAVEMENT WORDS FAHRENHEI T MARKINGS SHEET 5 TYPICAL SECTION &REPAIR DETAILS SHEET 6 JOINT SEALS REPLACEMENT DETAILS SHEET 7 JOINT SEALS (MAXIMUM MOVEMENT RATING = 2') BENCHMARK_ CHISELED "0" ® TOP OF CONC, NE CURB RETURN NORTH END OF 16TH ST & OAK ST. FRONTAGE ROAD - ELEV. = 393.739 - FB001 L 1985 DATUM ELEV. = 1960 DATUM ELEV. - 1.33' BASIS OF BEARING TRUXTUN A VENUE EXTENSION PHASE 5 PLANS � BRIDGE & � CONSTRUCTION (SOUTH) STATE STANDARDS CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND SPECIFICATIONS, DATED 2010 APPLICABLE STATE OF CALIFORNIA STANDARD PLANS. CITY OF BAKERSF1 LD DEPARTMENT OF PUBLIC WORKS BRIDGE REPAIRMir OAK STREET A T BNSF A20A PAVEMENT MARKERS AND TRAFFIC LINES TYPICAL DETAILS A20B PAVEMENT MARKERS AND TRAFFIC LINES TYPICAL DETAILS A20D PAVEMENT MARKERS AND TRAFFIC LINES TYPICAL DETAILS A24D PAVEMENT MARKING WORDS FINAL PAY QUANTITIES REMOVE TRAFFIC STRIPE AND PA VEMENT MARKING PREPARE CONCRETE BRIDGE DECK SURFACE REMOVE UNSOUND CONCRETE CLEAN EXPANSION JOINT BRIDGE DECK METHACRYLATE RESIN TREA TMEN T TRAFFIC STRIPES. DETAIL 39 DETAIL 9 DETAIL 29 DETAIL 38 DETAIL J8A DETAIL 22 PA VEMEN T MARKINGS ABBREVIATIONS APPROX = APPROXIMA TEL Y BL = BIKE LANE CIP = CAST IN PLACE q = CEN TER LINE CLR = CLEAR ELEV = ELEVATION ETC = ETCETERA EXP = EXPANSION F = FAHRENHEI T LF = LINEAR FEET MAX = MAXIMUM MIN = MINIMUM J300 SQFT. 84084 SQFT. 600 CF 2248 LF 84084 SQFT 2700 LF 4700 LF 2100 LF 220 LF 220 LF 220 LF 268 SQFT MR = MOVEMENT RATING NE = NORTHEAST OC = ON CENTER PSI = POUNDS PER SQUARE INCH PS = PRESTRESSED REINF = REINFORCING ST = STREET STA = STA TION SQFT = SQUARE FEET SW = SIDEWALK TYP = TYPICAL STATE BRIDGE #50C-65 CITY PROJECT No.: T9KI 19 LOCATION MAP NO T TO SCALE 0 Job No.: 10-106392 File Path: H:\pdata\10106392\CADD\Struc\Dlv File Name: 6392—BR-001.DWG DIST I COUNTY ROUTE I POST MILES SHEET TOTAL TOTAL PROJECT INO (SHEETS 289 — 1 7 4 t a"- N(D cv/16/14. REGISTERED ENGINEE —CIVIL PLANS APPROVAL DATE RBF CONSULTING • 14725 ALTON PARKWAY CONSULTING A�- ComPanY IRVINE, CA. 92618 QqOFESS10A F A B I O wSANCHEZ-DURA m NO. C 52764 �u 'ix EXP.12-31-14 OF'CAL�O��� STATE OF CALIFORNIA NO TES.• 1. THE CONTRACTOR MUST POSSES A VALID LICENSE CLASS A. 2. THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR SERVICES 1-800-642-2444, 48 HOURS PRIOR TO WORK. PROJECT LENGTH 1275 FEET = 0.24 MILES PROJECT DESCRIPTION THE WORK TO BE PERFORMED CONSISTS OF ABUTMENT JOINT SEAL ASSEMBLY REPLACEMENT, JOINT SEAL REPLACEMENT, BRIDGE DECK REHABILI TA TION, REMOVAL OF STEEL COVER PLA TE, AND TRAFFIC STRIPES AND PA VEMENT MARKINGS 0.). '�)� APPROVED BY: `1 NICOLAS FIDLER, R.C.E. 61069, EXPIRES 12-31-14 DATE PUBLIC WORKS DIRECTOR APPROVAL RECOMMENDED BY: POSITION CURRENTLY VACANT ASSISTANT PUBLIC WORKS DIRECTOR DATE 11 wripsoinlE mil C ENGINEERING BR/D GE REPA IR: SOA K S TREE T A T BNSF BA KERSF/EL D, CALIFORNIA DATE lo /l7/1�, DATE SHEET NO. 1 OF 7 3 gin'-q"t =;q, -F "+ .rig' -Fi"t I I I 1�� I I 1�� I oq ABUT 1 q BENT 2 BENT 3 q BENT 4 m 43'-3"t ( 45'-0"t I_ 45'-0"f A-' IH '- I m 0 w 0 J CL m rn m LO rn Q 80' -0"t 88' -0" t co 24'-0"t N PIER 11 PIER 12 r � S126 0 N I i !ig' -R"+ q BENT 5 45' -0"f 20'-0"t 6" DRAIN PI R 13 (TYP) 6dS12A 45'-0"f .rig' -F,"+ 4ri' -n"+ NBA N66 6" DRAIN BENT 6 BENT 7 BENT 8 (TYP) _I_ 45'-0"t I 45'-0"t PLAN - BEGIN BRIDGE TO PIER I I SCALE 1"-20' 4 -r' -n"+ 45'-0"f 45'-0"t 45'-0"t 45'-0"f 45'-09't 45'-0"t 9,-O"t 9,-O"} 9,-O»t BENT 14 BENT 15 BENT 16 BENT 17 q BENT 18 1 S15B S15A S186 S18A _., V) I I 0 N12B SEE LEGEND N12A N 6 rn co 0 o EXISTING RAILROAD j TRACKS UNDERNEATH v BRIDGE, TYP v (NOT ALL SHOWN) CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD x DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. CITY OF BAKERSF/EL D, CALIFORNIA PLAN -PIER I I TO END BRIDGE SCALE l`-20' Fie Name• 6392 -BR -002 PUBLIC WORKS DEPARTMENT Job Na.: 10-106392 Date: May 8, 2014 F,R' -n"+ 45'-0"f 9'-0"t 19 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO SHEETS 6 KER 289 -- 2 7 1 lowi�,1 G✓16/I� REGISTERED ENGINE -CIVIL PLANS APPROVAL DATE RBF CONSULTING • 14725 ALTON PARKWAY CONSULTING AM. 0l..pany IRVINE, CA. 92618 LEGEND O Q?OF ESS F A B I O SANCHEZ-DURA NO. C 52764 EXP. 12-31-1 �TgTF OFICAL\FO��� INDICATES EXISTING BRIDGE STRUCTURE — — — INDICATES LOCATION OF JOINT SEAL TYPE "B" (MR <- 2") (WIDTH 2 3/4" TO 3 1/4" AT 100°F) X INDICATES LOCATION OF JOINT SEAL TYPE "A" (MR :51") (WIDTH 1 3/4" TO 2 1/4" AT 100°F) INDICATES LOCATION OF JOINT SEAL ASSEMBLY (MR=4") REMOVE AND REPLACE. SEE "JOINT SEAL - REPLACEMENT DETAILS" SHEET INDICATES LIMITS OF CLEAN AND TREAT BRIDGE DECK WITH METHACRYLATE. (SEE CONTRACT SPECIFICATIONS) INDICATES LOCATION OF CRACKED WELD ON BOTTOM FLANGE OF STEEL GIRDER. SEE BLAST PLATE REMOVAL DETAIL ON "JOINT SEAL - REPLACEMENT DETAILS" SHEET FOR ADDITIONAL INFORMAION. XXX INDICATES EXISTING JOINT SEAL. SEE TABLE ON "TYPICAL SECTION AND REPAIR DETAILS" SHEET. 43'-3"t BENT 20 � ABUT 21 JOINT SEAL ASSEMBLY (MR = 4") 7wn: D. MOON gineer.• F. SANCHEZ ecked By. S SHEIKH N18B N18A -H -,, -H 00 0 i m R !L In ro I" 0 W REVISIONS No. DA TE DESCRIP TION I '447 ^� 2 / / 3 / / -- BRIDGE REPAIR: OAK STREET A T BNSF CITY PROJECT No. TOK119 BR/D GE PL A N SHEET NO. 2 OF 7 11 z 0 O O D O 0 m 0 w 0 1 CL 00 rn 00 rn q ABUT 1 q ABUT 1 '-9"t 50 q BENT 2 80' -0"f 52'-6"t q BENT 3 52'-6"t 88' -0"f � BENT 4 52'-6"t q BENT 5 45'-0"t 52'-6"t .o m �O � H _ o af BENT 6 m 52' -6"A W ULI V I U 45'-0":1 STR/P/NG AND MARK/NG NOTES: 04, PLAN -BEG/N BRIDGE TO PIER I 1 1 I NISTING THE SPECIFICATIONS ^ ENT INEATION SHALL PRIOR TO REMO A L . REFERENCED STRP I NGD AND MAR I NGS PLACED AF "WORKTER BRIDGE SEQUENCING" DECK SCALE 1"=20' TREATMENT SHALL BE INSTALLED AS SHOWN. 0 2. STRIPING AND MARKINGS QUANTITIES: DETAIL 39 (BIKE LINE) ON CALTRANS STANDARD DRAWING A20D 2300 LF DETAIL 9 (LANE LINE) ON CALTRANS STANDARD DRAWING A20A 4300 LF DETAIL 29 (MEDIAN) ON CALTRANS STANDARD DRAWING A20B 2100 LF DETAIL 38 (LANE LINE) ON CALTRANS STANDARD DRAWING A20D 220 LF DETAIL 38A (LANE LINE) ON CALTRANS STANDARD DRAWING A20D 220 LF DETAIL 22 (MEDIAN) ON CALTRANS STANDARD DRAWING A20A 220 LF RIGHT TURN LANE 148 SQ FT ARROW MARKS 120 SQ FT 45'-0"t 45'-0"t 45'-0"t 45'-091± 45'-0"t 45'-0"t DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO SHEETS 6 KER 289 -- 3 7 FESS /p FAB 10 REGISTERED ENGINEER =CIVIL SANCHEZ-DURA, w NO. C 52764 EXP. 12-31-1 PLANS APPROVAL DATE S>�IV i� v RBF CONSULTING g2FOF CAL�O� • 14725 ALTON PARKWAY CONSULTING A'- c..,.,, IRVINE, CA. 92618 43'-3"t LEGEND INDICATES EXISTING BRIDGE STRUCTURE INDICATES LIMITS OF CLEAN AND TREAT BRIDGE DECK WITH METHACRYLATE. (SEE CONTRACT SPECIFICATIONS) — — — TRAFFIC STRIPES AND PAVEMENT MARKINGS PIER 11 PIER 12 H H w PIER 13 q BENT 14 BENT 15 BENT 16 BENT 17 BENT 18 BENTI I o at 19 BENT 20 ABUT 21 iom_af �N m 0 cD 0 04, 0 Q 'A,E I' `2 N E f )Ffr 777 Y� uF 3 W g F��2� ¢ ..." t.i� _ �E C` �, E "➢ S -a 111 cp Of i W 0 04, 0 Q `2 N E f )Ffr 777 O W �E wl�m wON O -a 111 cp Of 0 0 Q N O W wl�m wON O 111 cp Of 0 Q CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. CITY OF BAKERSF/ELD, CALIFORNIA PLAN -PIER I I TO END BRIDGE SCALE l`-20' Re Name 6392 -BR -003 PUBLIC WORKS DEPARTMENT Job No.: 10-106392 Date: May 8, 2014 Drawn: D. MOON Engineer: F. SANCHEZ Checked By. S SHEIKH BRIDGE REPAIR: OAK STREET A T BNSF CITY PROJECT No. TOK119 REVISIONS No. DATE DESCRIPTION 1 / / 2 / / 3 // TRA FF/C S TR/PES A ND PA VEMEN T MA RK/NGS SHEET NO. 3 OF 7 0 1 2 3 z O O c� O 0 m 0 w O J CL co O 00 In O MILES DIST I COUNTY ROUTE TOTAL TPROJECT 6 KER 289 -- A*, 0 1 1 lei A.� REGISTERED ENGINEER — VIL PLANS APPROVAL DATE RBF CONSULTING • 14725 ALTON PARKWAY CONSULTING A Company IRVINE, CA. 92618 IEET TOTAL NO SHEETS 4 /O Q?�OFESS b� F A B I O C. SANCHEZ-DURA Lu fq 'T' cl�NO. C 52764 :�j EXP. 12-31-1 I �4)F OFCAI-�0��� N O M cfl U 7 L. U) / a U N O M O O / CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICA TING ANY MA TERIAL. CITY OF BAKERSF/ELD, CALIFORNIA PUBLIC WORKS DEPARTMENT fle Nam 6392 -BR -004 Job No.: 10-106392 Date: May 8, 2014 Drawn: D. MOON Engineer. F. SANCHEZ Checked By. S SHEIKH 63' SOUTH OF EDGE OF BRIDGE DECK. 2. REMOVES RIGHT EDGE OF PAINTED MEDIAN) NORTH OF POINT 181' SOUTH OF EDGE OF BRIDGE DECK. BR/D GE REPA/R= OAK STREET A T BNSF CITY PROJECT No. TOK119 TRA FF/C S TR/PES A ND PA VEMEN T MA RK/NG S REVISIONS No. DATE DESCRIP TION 27 / / 37 / / 47 / / I SHEET N0. 4 OF 7 1 2 3 00 rn 00 U) rn n O lq- 6i N 0 N LONGITUDINAL CONSTRUCTION JOINT SEE NOTE 3A -I nicT I COUNTY CLEAN AND TREAT BRIDGE DECK WITH HIGH METHACRYLATE 3/4" SAWCUT (TYP) ISTING REINFORCING C L L LCONCRETEIR. DEPTH EMOVAL OF EXISTING 1" MIN. IF REINF RAPID SETTING IS ENCOUNTERED CONCRETE (PATCH) APPROXIMATE DECK SURFACE AFTER REMOVING UNSOUND CONCRETE AND CLEANING LOCATIONS TO BE DETERMINED BY THE ENGINEER. REINFORCEMENT MAY BE ENCOUNTERED DURING DECK CONCRETE REMOVAL. DECK REPAIR DETAIL r- I O v v -v rn a� c -01 a) 1960 BRIDGE DECK NOT TO SCALE VAR I ES (Y2 -M I N. ) GRIND CORNERS (1/4" BEVEL) SEE NOTE 1 1 0 SEE NOTE 2 O 0 1938 BRIDGE DECK m 1. CONTINUOUS TYPE "AL" JOINT SEAL. SEE "JOINT SEALS N (MAXIMUM MOVEMENT RATING = 2")" SHEET. rn 2. REMOVE AND CLEAN ALL EXPANSION JOINT FILLER MATERIAL, I> DIRT, DEBRIS, ETC. TO PROVIDE A CLEAR JOINT 0 SEPARATION. (SEE DECK REPAIR TABLE) U 3. PATCH SPALLED AREAS WITH RAPID SETTING CONCRETE AFTER REMOVING UNSOUND CONCRETE. TYPICAL AT ALL JOINTS. / SEE DECK REPAIR DETAIL FOR ADDITIONAL INFORMATION. 0 0 Q U N JOINT SEAL TYPE "AL " (MR _< 1 ") REPAIR DETAIL (LONGITUDINAL JOINTS) NOT TO SCALE 4-1 CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. TYPICAL SECTION SCALE 1/4"=1'-0" MATCH EXISTING JOINT WIDTH 1. CONTINUOUS WATER -TIGHT JOINT SEAL. SEE "JOINT SEALS (MAXIMUM MOVEMENT RATING = 2")" SHEET. (DO NOT SAWCUT SLAB) 2. REMOVE AND CLEAN ALL EXPANSION JOINT FILLER MATERIAL, DIRT, DEBRIS, ETC. TO PROVIDE A CLEAR JOINT SEPARATION. (SEE DECK REPAIR TABLE) 3. PATCH SPALLED AREAS WITH RAPID SETTING CONCRETE (PATCH) AFTER REMOVING UNSOUND CONCRETE. TYPICAL AT ALL JOINTS. SEE DECK REPAIR DETAIL FOR ADDITIONAL INFORMATION. JOINT SEAL TYPE "A " (MR _< I ") REPAIR DETAIL (TRANSVERSE JOINTS) NOT TO SCALE MATCH EXISTING JOINT WIDTH 1. CONTINUOUS WATER -TIGHT ELASTOMERIC JOINT SEAL. SEE "JOINT SEALS (MAXIMUM MOVEMENT RATING = 2")" SHEET. (DO NOT SAWCUT SLAB). 2. REMOVE AND CLEAN ALL EXPANSION JOINT FILLER MATERIAL, DIRT, DEBRIS, ETC. TO PROVIDE A CLEAR JOINT SEPARATION. (SEE DECK REPAIR TABLE) 3. PATCH SPALLED AREAS WITH RAPID SETTING CONCRETE AFTER REMOVING UNSOUND CONCRETE. TYPICAL AT ALL JOINTS. SEE DECK REPAIR DETAIL FOR ADDITIONAL INFORMATION. 4. SEAL MUST SATISFY BOTH MINIMUM MOVEMENT RATING (MR) AND MINIMUM WIDTH REQUIREMENTS. 5. MINIMUM WIDTH IS THE CALCULATED MAXIMUM WIDTH OF THE JOINT BASED ON FIELD MEASUREMENTS. AFTER THE JOINTS HAVE BEEN CLEANED, MINIMUM WIDTH IS TO BE RECALCULATED BY THE ENGINEER. 6. W1 SHALL BE THE SMALLER OF THE VALUES DERTERMINED AS FOLLOWS: A) 0.85 TIMES THE MANUFACTURER'S DESIGNED MINIMUM UNCOMPRESSED WIDTH OF THE SEAL. B) THE WIDTH OF THE SEAL ON THE THIRD SUCCESSIVE TEST CYCLE OF THE PRESSURE DEFLECTION TEST, WHEN COMPRESSED TO AN AVERAGE PRESSURE OF 3 PSI. 7. BEND TYPE B JOINT SEAL 6" UP INTO CURB OR RAIL ON THE LOW SIDE OF THE DECK WHERE THE DECK JOINT MATCHES THE CURB OR RAIL JOINT. 8. FOR DEATILS NOT SHOWN SEE "JOINT SEALS (MAXIMUM MOVEMENT RATING = 2")" SHEET. JOINT SEAL TYPE "B" (MR _<2") REPAIR DETAIL NOT TO SCALE KER ROUTE I POST MILES TOTAL PROJECT 289 1 -- LP roll(ollf 144* L4469,� ;ISTERED EN (NEER CIVIL \INS APPROVAL DATE RBF CONSULTING • 14725 ALTON PARKWAY ]NSULTING =Company IRVINE, CA. 92618 SHEET TOTAL NO SHEETS 7 �O Q?,pF ESS �0�\ F A B I O SANCHEZ-DURA NO. C 52764 -�c\ EXP. 12-31-14/* �F OF CAU\F1� DECK REPAIR TABLE TOTAL DECK APPROXIMATE APPROXIMATE AREA AREA DAMAGE DEPTH (SQFT) (PERCENT) (INCHES) 84084 2.5 1 3 BRIDGE REPAIR: OAK STREET A T BNSF BRIDGE NO. 5OC-65 DONT SEAL TABLE LOCATION (SEE SHEET 2) MAX MR (INCH) APPROX LENGTH TO REPAIR (FEET) APPROX DEPTH TO CLEAN (INCHES) N3A 1.0 49.0 3.0 S3A 1.0 49.0 3.0 N3B 2.0 49.0 3.0 S3B 2.0 49.0 3.0 S6A 1.0 49.0 3.0 N6A 1.0 49.0 3.0 S6B 2.0 49.0 3.0 N6B 2.0 49.0 3.0 S9B 2.0 49.0 3.0 N9B 2.0 49.0 3.0 S9A 1.0 49.0 3.0 N9A 1.0 49.0 3.0 S12B 2.0 49.0 3.0 N12B 2.0 49.0 3.0 S12A 1.0 49.0 3.0 N12A 1.0 49.0 3.0 S15B 2.0 49.0 3.0 N15B 2.0 49.0 3.0 S15A 1.0 49.0 3.0 N15A 1.0 49.0 3.0 S18B 2.0 49.0 3.0 N18B 2.0 49.0 3.0 S18A 1.0 49.0 3.0 N18A 1.0 49.0 3.0 NSAL 1.0 1000.0 3.0 REVISIONS No. DA TE I DESCRIP TION 17 // S3 / / 47 / / BRIDGE REPAIR: OAK STREET AT BN3F CITY PROJECT No. T8K118 Fie Name. • 6392 -BR -005 Drawn: D. MOON TYPICAL SEC TION AND REPAIR DETAILS SHEET NO. CITY OF BA KERSFIEL D, CALIFORNIA PUBLIC WORKS DEPARTMENT JobNo.: 10-106392 Engineer. • F SANCHEZ Date: May 8, 2014 Checked By. S. SHEIKH 5 OF 7 z O O O O 0 m 0 w O J Cl - 00 0) 00 LO r rn Q 0 LB r r d- r o N 0 r (D v v a� we 4y " 2 SEE SECTION THRU JOINT FOR ADDITIONAL INFORMATION 7"t 0 29 SP. 0 9" O.C.= 21'-9" 4 SP. 0 4'-6" O.C.= 18'-0" JOINT SEAL ASSEMBL Y (MR = 4 ") - PLAN VIEW NOT TO SCALE APPLY ELASTOMERIC CONCRETE `STIFFENER BEAM JOINT SEAL REPLACEMENT DETAIL NOT TO SCALE 2 2,_3„ SEE SECTION THRU JOINT FOR ADDITIONAL INFORMATION 7"t REMOVE UNSOUND CONCRETE 2)/ "t 4 CLR 3„t 70°F 3"f 4y " 2 2p -O"± (REMOVE UNSOUND CONCRETE) 7"t N : / NEW ELASTOMERIC CONCRETE 3/4"t OVERLAY CONCRETE t N 00 � 1 I 1 -H I II r I II I �I II LONGITUDINAL GIRDER I II I II I II �Jl_ Ir ------------- L- - - --------- - - STIFFENER BEAM 01 i N JOINT SEAL REPLACEMENT DETAIL 2 NO T TO SCALE 2 GLAND TO BE CONTINUOUS FROM DECK UP FACE OF CURB & ACROSS SIDEWALK MITER & WELD EDGE ARMOR EXTRUSIONS CUT GLAND TO 3" WIDE & FORCE INTO 2 1/4" JOINT SIDEWALK STEEL EXTRUSION -� BEND GLAND UP STEEL EXTRUSION SIDEWALK SECTION A T ABUTMENT JOINT A 6 YP, EXISTING WELD FOR BLAST PLATE REMOVAL DETAIL 3 NOT TO SCALE 2 NOT TO SCALE BENT 12 I DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO SHEETS 6 KER 289 -- 6 7 O ??,OF ESS F A B I O REGISTERED ENGINEER - IL SANCHEZ-DURA m NO. C 52764 EXP. 12-31-1 PLANS APPROVAL DATE C iV i\' RBF CONSULTING OF CM -\FOS • 14725 ALTON PARKWAY CONSULTING AcCompany IRVINE, CA. 92618 q HINGE N126 AND S12B 24'-0"f BENT 13 REMOVE BLAST PLATE. �\ CLEAN AND PAINT TOP AND BOTTOM OF FLANGE 6" BEYOND O O LENGTH OF BLAST PLATE. CLEAN AND PAINT WEB 6" ABOVE FLANGE O O BLAST PLATE REMOVAL BLAST PLATE TO REMAIN SECTION A NOT TO SCALE 6 CONTINUOUS NEOPRENE STRIP SEAL 9„ ELASTOMERIC CONCRETE STEEL FRAME RAIL � 4y2» 4'4'" "x 2" .x 2" SPACING (2'E3T MAX .0FROM 1/2"0 @ 9" O.C. ADJUSTMTAGENERAL NOTES: FIELD SPLICE), SHOP LOCATED. d O d 0 0 -H1. FRAME RAILS AND JOINT STEEL ASSEMBLY SHALL BE AASHTO-M270 M270M 6» a d 41 (ASTM-A709M, GRADE 250) (ASTM -A36). 1/2"0 x 9" NON -HEADED BENT STUDa d ® 2. ASSEMBLIES SHALL BE HOT -DIPPED GALVANIZED TO AASHTO-M111 (ASTM -A123) ?: (BENT BEFORE WELDING) AFTER FABRICATION. 710t 7"t 3. ANY GALVANIZED COATING DAMAGED DURING FIELD WELDING OR FROM OTHER CAUSES MUST BE REPAIRED IN ACCORDANCE WITH ASTM -A780. SECTION THRU JOINT 4. A PRIMER SHALL BE APPLIED TO THE FRAME RAILS PRIOR TO INSTALLATION. NOT TO SCALE 5. ALL ASSEMBLIES SHALL BE PIECE -MARKED. - - REVISIONS STEEL FRAME RAIL 6. RAILS SHALL BE SHIPPED IN PAIRS. - 4Y2» STEEL FRAME RAIL 5/8"0 STYROFOAM No. DA TE DESCRIP TION FIELD SPLICE LOCATION. (REMOVE PRIOR TO INSTALLATION) CONTRACTOR SHALL CLIP 7. EXPANSION JOINTS TO FOLLOW ROADWAY SLOPE. ANCHOR IF INTERFERENCE1 / / OCCURS AT FIELD SPLICE. 8. NEOPRENE SEAL SHALL BE CONTINUOUS AND FIELD INSTALLED. ANCHOR & TAB PLACEMENT 9 REMOVEMAKINALL BURRS WHICH MAY BE IN CONTACT WITH THE SEAL PRIOR TO 2 NOT TO SCALE 1/4" x 2" x 2" BAR10 TO BEICASTYADHERENT IN CONCRETE LT SPATTER NEED NOT BE REMOVED IN COATING AREAS 3 1\-1/2"RM-12 EXP. ANCHOR OR APPROVED EQUAL - w/ 1/2"x 4" THREADED ROD & SHALLOW HEX NUTS ® 4'-6" MAX. O.C. CONTRACTOR SHALL FIELD CUT THREADED ROD AFTER JOINT SETTING IS COMPLETE. BRIDGE REPAIR: OAK STREET A T BNSF SUPPORT METHOD CITY PROJECT No. TOK119 CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD NOT TO SCALE DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MA TERIAL. Fie Name: 6392 -BR -006 Drawn: D. MOON JOIN T SEA L S - REP L A C EMEN T D E T A /L S SHEET NO. CITY OF BA KERSF/EL D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 10-106392 Engineer. F SANCHEZ 60F7 Date. May 8, 2014 Checked By. S SHEIKH 0 1 2 3 z 0 0 m 0 0 m 0 w 0 CL m rn CID LO rn m m N to r-6 d- 0 N co a� c 7) v v c 0 •o "DETAIL A" BEND AS PER "DETAIL A" BEND SEAL AS SHOWN, 6" MIN, LOW END OF SEAL ONLY T" ENINg '011 ISBN , 1, lls 11 z I % W EDGE OF GIRDER V--4 NOTE TYPE "B" SEAL SHOWN. TYPE "A" SEALS TO COMFORM TO THE GENERAL PATH OF SEAL SHOWN, CUTS FOR BENDING NOT REQUIRED. BEND TYPE "A" SEALS 3' UP INTO CURB OR BARRIER RAIL ON ONLY THE LOW END OF THE SEAL. CONCRETE BARRIER AND SIDEWALK CONCRETE BARRIER CONCRETE I� BARR I ER JOINT SEALS DETAILS MIN CL RADIUS TO BE 4 TIMES UNCOMPRESSED WIDTH OF SEAL OR AS RECOMMENDED BY THE MANUFACTURER, WHICHEVER IS GREATER IN LIEU OF SAW CUTTING, THIS AREA MAY BE BLOCKED OUT AND RECONSTRUCTED TO MATCH SAW CUTTING ON BOTH SIDES. PI QN (1F inTNIT (gI/FW </ ?rA � PRIME CONCRETE CONTACT SURFACES WHEN REQUIRED BY MANUFACTURER SKEW CONCRETE BARRIER EDGE OF GIRDER PLAN OF JOINT (SKEW > 200 ) J SILICONE SEAL 2"-3" (MR < 10) w 0 w z 0 U F -I TZ" J 0 -;klj -;klj /4" RADIUS GLAZED POLYETHYLENE FOAM OR GLAZED OPEN CELL BACKER ROD. UNCOMPRESSED WIDTH/ DIAMETER TO BE 25% GREATER THAN ACTUAL GROOVE WIDTH. TYPE AL SEAL LONGITUDINAL JOINTS ONLY Q i N O M c0 O O a Q CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. CITY OF BAKERSF/EL D, CALIFORNIA Y2" ( MR < I- M R "MR > 1 " ) SEAL TOP OF DECK OR TOP OF HEADER - N A N 3%" MAX THICKNESS HARDBOARD PROTECTION ON CONCRETE PLACEMENT SIDE, OR SIDES— E-nDU T KIS META T I WIDTH 3 AN BEVEL N AN SAWCUT DETAIL TOP OF SEAL zll-- DRILL Y2" HOLE AND REMOVE WEDGE 45^ MAX DRILL 32" HOLE THRU SEALER AND CUT TO HOLE DOWNTURN DETAIL RADIUS AS REQUIRED FOR SMOOTH BEND UPTURN DETAIL DETAIL A Y 1 FILLET (LUBR I ('^"'T ADHESIVE) z = 1 /4" Be f w ILLUSTRATION OF PREFC 0 ELASTOMERIC JOINT SEA TOP OF WATERSTOP z_ cr N � U *3 TYPE B JOINT SEAL IN MINIMUM WIDTH POSITION (W2) NOTE THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATIING ANY MATERIAL. NOTES O MAKE SMOOTH CUTS FROM THE BOTTOM OF SEAL TO 1" CLEAR OF TOP .LEAVING AT LEAST ONE COMPLETE CELL BETWEEN THE TOP OF THE CUT AND TOP OF THE SEAL. WHEN NECESSARY CUT BACK OF SEAL TO CLEAR CONDUIT AND ROUND OPENINGS. 2O OPENING IN BARRIER TO MATCH WIDTH OF SAWN DECK JOINT. O SAWCUT GROOVE WIDTHS SHALL BE AS ORDERED BY THE ENGINEER. ® DEPTH OF SAWCUTs TYPE A - DEPTH TO BE 28 'MINIMUM. TYPE B - DEPTH TO BE EQUAL TO OR GREATER THAN THE DEPTH OF SEAL MEASURED ALONG THE CONTACT SURFACE, WHEN COMPRESSED TO MINIMUM WIDTH POSITION (W2) PLUS DIMENSIONS SHOWN. 5U MR (MOVEMENT RATING) AS SHOWN ON OTHER PLAN SHEETS. © OTHER DEPTHS MUST BE APPROVED BY THE ENGINEER. DIMENSIONS "A" OF JOINT REQUIRED TYPE B SEAL MOVEMENT RATING < 2" MOVEMENT RATING "A" DIMENSION DECK CONCRETE PLACED (MR) BRIDGE O TYPE WINTER FALL- SUMMER SPRING ALL EXCEPT 1« 1/4' �4" 2" CIP/PS CIP/PS 1 A 1" yt" ALL EXCEPT 1Y" 1N y2N 1 CIP/PS CIP/PS 1" 2/4" Y2N ALL EXCEPT 1" 3/4N « CIP/PS 1« CIP/PS �'a" Y2" fit" ALL EXCEP :y4N N ]/" y2" CIP/PS C I P/PS Y2" 3z" y2" STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION JOINT SEALS (MAXIMUM MOVEMENT RATING = 2 " ) NO SCALE 8-19-10 DIST COUNTY ROUTE POST MILES TOTAL PROJECT 6 KER 289 -- eli�/�s REGISTERED ENGINEER — IVIL i PLANS APPROVAL DATE RBF CONSULTING • 14725 ALTON PARKWAY CONSULTING A��Company IRVINE, CA. 92618 BRIDGE REPAIR: OAK S TREE T AT BNSF CITY PROJECT No. TOK119 SHEET TOTAL NO SHEETS 7 O Q,�,pF ESS "A ABI 0 qc SANCHEZ-DURA ?� w x No. C 52164 -4 EXP. 12-31-1 qTF OF CA\- \F�� REVISIONS No. DA TE ESCRIP T1 ON Re Name 6392 -BR -007 Drawn: D. MOON JOIN T SEA L S (MA XIMUM NO VEMEN T RA TING = 2 "1 PUBLIC WORKS DEPARTMENT Job No.: 10-106392 Engineer., F. SANCHEZ Date: May 8, 2014 Checked By. S. SHEIKH d 74 SHEET N0. 70F7 1 2 3