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Home My WebLink About2349-2n 1/2" STEEL PLATE FULL 116 WIDTH OF BOX (BOLTED) IL I I II I 7/6" 0 ANCHOR BOLT1/2 BENT 4" ON THE SIDE II II NOTE: NO CONTACT Ib I — _ — o SHALL BE ALLOWED BETWEEN BOLTS AND REBAR #4 BAR at 6" O.C. 2" MIN. CLEAR 1*4 BAR 6" O.C. 2" MIN. CLEAR 3.0' I4 BAR at 6" O.C. I" MIN. CLEAR FROM SOFFITT aJ JJ LZ IL .L.. • �.. •J.. t...a. L.i i -t J-.1 .L-.• J.. • J.. •�.. u. i i...rr iJ J..a 1. • y •�. �--� �... s...• •tea. �. L.L L1 LJ J -j .a_• -I.- • �.. •J. LS. LJ. S -- -0.0020 -A- -L J- " —t -J --! —• — 1— 4 L� L. L L .L. -i- -L L_ L .L .L ..L_ y J. —1 —A J ---L REFER TO RAIL, TIECLIP AND TIEPLATE DETAIL THIS SHEET RAIL #4 BAR at 6" O.C. �w #4 BAR U 0 O.C. (TYR) > � W 8 o F- o a'8 n cc >- `9 THICKNESS WEST 80+69.58 5.5' L SLAB SHALL VARY FROM o = � N a 8" TO 4" o OPENING. DRAINAGE N) , -< M F.S. SHALL BE THE FINISH GRADE OF THE PARKWAY. F- 3 Q ? O � w 8 C�1 v N 0.a 04 BAR at 12" O.C. n 0 N O N 1" MIN. CLEAR FROM SOFFITT ZE U. U. STD RR SOLID TIMBER _A_ L J--1 i..• i•s. •J. Ls L -L L1 �..� Ll •�. Ll THICKNESS OF EAST TOP SLAB SHALL VARY FROM •-,�.., •�. LZ -t 4 8" TO 4" o OPENINA. (gyp S � -0.0075 0 1F- F.S. SHALL BE THE FINISH -A --i .I J.. --L -a __I __-j —• — 0— 4 L- L L 1. J -....L. -L -A J --I —• �..•— •— `� L� L 8' •4 BAR at 6" O.C. 2" MIN. CLEAR GALV. STEEL PLATE ALAHAMBRA A-3304 OR E0. Ka BAR at 12" O.C. MAIN 80+80.58 REINFORCEMENT. 2" MIN. CLEAR S ; 0.03J.575.60 TOP n 1/2" STEEL PLATE FULL 116 WIDTH OF BOX (BOLTED) IL I I II I 7/6" 0 ANCHOR BOLT1/2 BENT 4" ON THE SIDE II II NOTE: NO CONTACT Ib I — _ — o SHALL BE ALLOWED BETWEEN BOLTS AND REBAR #4 BAR at 6" O.C. 2" MIN. CLEAR 1*4 BAR 6" O.C. 2" MIN. CLEAR 3.0' I4 BAR at 6" O.C. I" MIN. CLEAR FROM SOFFITT aJ JJ LZ IL .L.. • �.. •J.. t...a. L.i i -t J-.1 .L-.• J.. • J.. •�.. u. i i...rr iJ J..a 1. • y •�. �--� �... s...• •tea. �. L.L L1 LJ J -j .a_• -I.- • �.. •J. LS. LJ. S -- -0.0020 -A- -L J- " —t -J --! —• — 1— 4 L� L. L L .L. -i- -L L_ L .L .L ..L_ y J. —1 —A J ---L REFER TO RAIL, TIECLIP AND TIEPLATE DETAIL THIS SHEET RAIL #4 BAR at 6" O.C. (T YR) #4 BAR at 6" O.C. (TYR) TYPICAL SECTION 60X CULVERT UNDER TRACK NOT TO SCALE CONCRETE CONCRETE / / CURB 9 GUTTER CURB 9 GUTTER 10' 10' 11' I" x 6" REDWOOD I" x 6" REDWOOD HEADER HEADER 6" A.C. OVER ZZ__ . NA"T1</& REFER TO RAIL. TIECLIP �u5 i.r �MaX AND TIEPLATE DETAIL SEE PAVI G AT THIS SHEET RAIL AIL 1/2" STEEL PLATE 14.0' R FULL WIDTH OF BOX 1/2" STEEL PLATE FULL WIDTH OF BOX R.C. BOX If 6" REINF CONIC / FULL WIDTH OF RCB CULVERT CULVERT 4.0' 3.0' CULVERT WALL TO BE COVERED BY STANDARD 5/8" ANCHOR SOLID RR TIMBER PLANKINCA ANCHORED ON TOP OF THE BOLT fTYP.I SIDEWALL AND CENTER PIER OF RCB BY 5/8" I x 12" ANCHOR BOLTS (BY RAILROADI 1/2" STEEL PLATE s•--•--•--•--•--• —•-- FULL WIDTH OF BOX SOUTH R/W 10' 60+75.08 INTX SECTIONAL PLAN OF E?>OX CULVERT NOT TO SCALE 04 BAR at 12" O.C. 1" MIN. CLEAR FROM SOFFITT u u iJ .ate �...• �.. •�. Ll LJ. L.a �...t L �--• i • Ill Lei a..a 11-1 .0 i.• - t . •�. u. L.i Ll i. t .LJ i..• s. = • — •— t- - L. L L -L -L 1. J- .-_L -L '04 BAR at 12" O.C. MAIN REINFORCEMENT. 2" MIN. CLEAR ■ D MAIN REINFORCEMENT f4 BAR at 6" O.C. I" MIN. CLEAR FROM SOFFITT LCL u -L..• j -•-L %.y `L u LI �.I l..•�L� S = -0.0020 i J_ ,.L _i --J --J —• —f—' - W146 •—•- 04 BAR at 8" O.C. 2" MIN. CLEAR LONGITUDINAL CROSS SECTION 2>OX CULVERT SOUTH SIDE OF GLOVER AVENUE NOT TO SCALE 2"t (LAST LIFT) 6" A.C. OVER CZ" COM r-'A0TeC> 4"i NATIVE SOIL AT 95 � t�I•I51 TY. PAVING AT RAIL DETAIL NOT TO SCALE 80+46 76.55 T01 74.08 INV 8" 133# RAIL 7/8" 0 M. BOLTS WITH HEX. HD. 9 NUT RAIL CLIP MK "RC3" WROT WASHER A36 STEEL RAIL PLATE (BY CONTRACTOR) C 1/2" STEEL PLATE 04 BAR at 12" O.C. MAIN REINFORCEMENT 16" x 7/8" ANCHOR BOLTS _— a "°'' a d. e°. FULL WIDTH OF BOX I" MIN. CLEAR FROM SOFFITT 4 BAR at 6 O.C. I' MIN. CLEAR FROM SOFFITT BENT q" ON THE SIDE -- 4' A A E-4 CONSTRUCTION JOINT SHALL BE PROVIDED WITH KEY WAY RAIL CLIP FURNISHED BY RAILROAD CO. 4" 4" INSULATED TIE PLATE REQUIRED VARIES 1 TO VARIES I 8 914 BAR at 12" O.C. 3' 2'1 y 6" -- — —'---� 04 BAR at6"O.C. SECTION OF RAIL, 4BAR ata"O.C. a4 BAR at>z"O.C.MAI" TIECLIP 9 TIEPLATE REINFORCEMENT. 2" MIN. CLEAR 104 BAR at 6" O.C. 2" MIN. CLEAR NOT TO SCALE A PREFA2> PLANK CROSSING PAY RAILROAD J J U. aC 0 \ 0 ': � W o F- > cx 00 •o IN U) 80+69.58 5.5' U 75.60 TOP 1/2" AAP FOR Z uj DRAINAGE v► BOTH ENDS a W ll� z Q ? ►on, o< ^ 8 M �La Q 0 N O N GALV. STEEL PLATE. ZE U. U. STD RR SOLID TIMBER C31 THICKNESS OF EAST TOP SLAB SHALL VARY FROM N 3 N a PLANKING. FULL WIDTH 0 at ,A 0 8" TO 4" o OPENINA. (gyp C, OF RCB CULVERT 0 1F- F.S. SHALL BE THE FINISH a (BY RAILROAD) N N GRADE OF THE PARKWAY. 80+69.58 80+80.58 S ; 0.03J.575.60 TOP 5.5 5.5' 75.60 TOP S : -0.0051 L_ i iii 8" 133# RAIL 7/8" 0 M. BOLTS WITH HEX. HD. 9 NUT RAIL CLIP MK "RC3" WROT WASHER A36 STEEL RAIL PLATE (BY CONTRACTOR) C 1/2" STEEL PLATE 04 BAR at 12" O.C. MAIN REINFORCEMENT 16" x 7/8" ANCHOR BOLTS _— a "°'' a d. e°. FULL WIDTH OF BOX I" MIN. CLEAR FROM SOFFITT 4 BAR at 6 O.C. I' MIN. CLEAR FROM SOFFITT BENT q" ON THE SIDE -- 4' A A E-4 CONSTRUCTION JOINT SHALL BE PROVIDED WITH KEY WAY RAIL CLIP FURNISHED BY RAILROAD CO. 4" 4" INSULATED TIE PLATE REQUIRED VARIES 1 TO VARIES I 8 914 BAR at 12" O.C. 3' 2'1 y 6" -- — —'---� 04 BAR at6"O.C. SECTION OF RAIL, 4BAR ata"O.C. a4 BAR at>z"O.C.MAI" TIECLIP 9 TIEPLATE REINFORCEMENT. 2" MIN. CLEAR 104 BAR at 6" O.C. 2" MIN. CLEAR NOT TO SCALE A PREFA2> PLANK CROSSING PAY RAILROAD J J z U. N \ 0 ': Go0 o F- L� •o IN U) 80+69.58 5.5' z 75.60 TOP 1/2" AAP FOR DRAINAGE z 00 BOTH ENDS of Ito uj 61+04.08 STEEL PLATE 76.66 TOP FULL WIDTH OF BOX 8" 133# RAIL 7/8" 0 M. BOLTS WITH HEX. HD. 9 NUT RAIL CLIP MK "RC3" WROT WASHER A36 STEEL RAIL PLATE (BY CONTRACTOR) C 1/2" STEEL PLATE 04 BAR at 12" O.C. MAIN REINFORCEMENT 16" x 7/8" ANCHOR BOLTS _— a "°'' a d. e°. FULL WIDTH OF BOX I" MIN. CLEAR FROM SOFFITT 4 BAR at 6 O.C. I' MIN. CLEAR FROM SOFFITT BENT q" ON THE SIDE -- 4' A A E-4 CONSTRUCTION JOINT SHALL BE PROVIDED WITH KEY WAY RAIL CLIP FURNISHED BY RAILROAD CO. 4" 4" INSULATED TIE PLATE REQUIRED VARIES 1 TO VARIES I 8 914 BAR at 12" O.C. 3' 2'1 y 6" -- — —'---� 04 BAR at6"O.C. SECTION OF RAIL, 4BAR ata"O.C. a4 BAR at>z"O.C.MAI" TIECLIP 9 TIEPLATE REINFORCEMENT. 2" MIN. CLEAR 104 BAR at 6" O.C. 2" MIN. CLEAR NOT TO SCALE A PREFA2> PLANK CROSSING PAY RAILROAD \ *4 BAR at 18" O.C. 2" MIN. CLEAR 104 BAR at 12" O.C. MAIN REINFORCEMENT. 2" MIN. CLEAR NOT FOR CONSTRUCTION HAS NOT BEEN REVIEWED BY RAILROAD NOTE: THIS DETAIL IS FOR PICTORIAL REPRESENTATION ONLY. NOT TO SCALE J U. •o z ui z 00 of Ito uj 61+04.08 76.66 TOP GALV. STEEL PLATE. ALAHAMBRA A-3904 OR Co. a" -0 a,A2 8„ S \ *4 BAR at 18" O.C. 2" MIN. CLEAR 104 BAR at 12" O.C. MAIN REINFORCEMENT. 2" MIN. CLEAR NOT FOR CONSTRUCTION HAS NOT BEEN REVIEWED BY RAILROAD NOTE: THIS DETAIL IS FOR PICTORIAL REPRESENTATION ONLY. NOT TO SCALE