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W. ABUT. ' " 4'- q' 2 @ 5`0`-- 10'-0' <br />E. ABUT _ v.q" 8'-0"0 lq!' <br />T <br />Q f' -Z3 <br />111 e W <br />2 V V1 <br />�i <br />POF CUCAT/ON-TU <br />I <br />AT ABUTMENTS <br />W ABUT. <br />-FRONT FACE <br />OF BACKWALL <br />00,4R7- EL E!/AT/ON <br />Z ° 5'-0"% lo' -0' <br />a Iz AT ABUTMENTS <br />FOGE ANO F/LG N/iTH <br />GRA✓ //ERT/SEAL OR <br />EQUAL. <br />Z d STANDARD P/PE <br />' 16 STANDARD P/PE <br />AT PIERS <br />2-O B CLOSURE R. WELD <br />ANO GR/NO SMOOTH <br />FABRICATED <br />A I� STEEL POST <br />A — .I <br />AT P/ERS <br />BART PLAN <br />T <br />-EOGE TOP OF -ARA,-6-7- <br />4­0 O"FIL <br />ARAPET4..`OR/LHOLES FORLr __ /-Fi[c WITH GRAY- <br />liry F -OR 3 i PRESET ANCHOR - e� �' IiERTiSEAL OR EgUAL �'. <br />BOLTS-� - <br />i�pl;��- <br />CURB OR SODYK. <br />Z/NC PLATE - <br />2 - <br />1� <br />I nl N1 o- - ._- - - V �H. ti _ ALUM/NUM OR --` \ <br />\ 7 FABR/GATED STEEL POST- -- ----- -- q <br />i <br />J._ DETA/LS OF OEFL. JO/NTS /N <br />2-9a PARAPET ONLY-S/M/LAR TO L ✓ GROOVE SLOTTED STEEL SH/MS <br />THAT SHOWN /N THIS AREA, WHERE REgUrREO �.• I <br />END PLATE SECT/ON A SECT/ON B 28 °L-1' a ARIN6PAD <br />RUST/CAT/ON-, <br />SH/M 9 x B r2 =94 SH/M 7.j B CONST 1011,17-- TO BE j \R I T 4 <br />r x/-4- <br />2 PER ENO PL.9 TE- Z PER ENO PLATE <br />1- PoST -• FL-_ - - - - - <br />n <br />L <br />/��" _-____ 2 6� /_�_ �N ./' I�.j� jam._ r•lgl�---- I � P e I�!_-¢ CYJNT/NUOUS <br />2-9 _ r=3� /z _S L_L r • ORiP GROO!/E <br />2 PER PoST <br />END PLATE SHIM DETA/LS �2s^ <br />POST SHIM DETA/LS SECT/ON THRU CURB <br />0 <br />TO - •ANCHOR BOLTS 3-THRD ¢' O BAR xO-6"LONG. WELD TO <br />N V <br />! ANCHOR TS <br />BOL <br />91 '� a RAR r 2' 9- LONG WELD `1 \ <br />7 4 " .3 THRO OF POST <br />W ` - N t TYP </TYPICAL. SL EE!/E SHALL BE <br />N*e -L � --�- -- =3{T- \We4DEO TO 00[NM^iRAOE <br />HT G 3i ISTD _PIPE -TOP RA/L t� /; S/OE OF ✓O/NT <br />- -- - - <br />PIPE -BOT R9/4 <br />bQ cz..,��-------- <br />�TOP OF PARAPET N ,9 ----- •�p Q /-� _ <br />-ROD ! x 0-5'3 TOP OF (� C <br />� � PARAPET � � ROO � / x O,_9 <br />- <br />W,4SHERS <br />--�- B II 3SEAML ESS STEEL TU�NG �"`�' <br />TH1CKNESS) BOT RAIL 3 / NOTE: RAILING SHALL BE <br />AT ENO PLATE AT POSTS -"IFABRICATED IN 2 <br />- 4 ANS 3 PANEL LENGTHS. <br />ANCHOR BOLT SETT/NG DETA/LS SHOP RAIL FIELD ERECTION <br />SPLICE DETAIL JOINT DETAIL <br />TWELD Fr GR/NO FLUSH- <br />/7=`r <br />r' <br />3.. ml <br />s� �TYP <br />FORM E -13-t2 62 <br />CBv S PROJECT S EET HOE A� <br />i ETS <br />F�r� zlo) 34 /Zs� <br />-31 � STANDARD P/PE <br />� 6j_R-00/US <br />FLAAIGE <br />yry <br />4.. <br />/'t OR/LLEO HOLES <br />Posr DErAxs <br />NOTES <br />I. STEEL RAIL POSTS SHALL BE SET NORMAL TO GRADE, <br />2 RA/L/NG SHALL BE FABRICATED /N LENGTHS AS SHG✓VN <br />3. STEEL SH/MS SHALL Be USED UNDER POSTS ANO UNDER ENO <br />F. ATES WHERE REQU/REO FOR AL /GNMENT <br />4. WHEN PARAPETS ANO CURBS ARE POURED CONT/NUOUSL✓ FROM <br />ENO TD ENO THEY SHALL BE SEPARATED AT THE DEFLECT/ON JOINTS <br />B✓ A PIECE OFB Z/NC OR ALUMINUM PLATE CUT AS SHOWN IN <br />SECT/ON A BY SHAOEO AREA. /F C0A1S7?l?UC7_/0N ✓DINTS IN PARAPET <br />ANO CURBS ARE USED AT T/ -:E DEA-LECTiON ✓O/NTS ONE SIDE <br />OF /O/NT SHALL BE COATED W/TH B/TUMGIIC S PA/NT ANO PLATE <br />SEPARATORS MAV BE OM/TTEO. <br />5. THE F041_0iV1NG MATER/ALS SHgLL BE USED' <br />TOP RAIL/NG SHALL BE 3j'0 STAIVOARO P/PE ASTM 0E5/GNATiC <br />AS3, GRADE S. BOTTOM RA/UNG SHALL BE 3'0 STAA✓DARO PIF E <br />ASTM DES/GNAT/ON A53, GRADE B. <br />POST SHALL BE FABRICATED FROM MATER/AL CONFORM/NG <br />TO A.S TM DESIGNATION A.3G. <br />ANCHOR BOLTS TO BE /✓IADE FROM MATERIAL CONFORM/NG- <br />TO A..STM OFSIGNAT/ON 4907 <br />SL EEI�ES SHALL BE .3-! STANDARD P/PE ASTM DES/GNAT/ON <br />A 53, GRADE B FOR TOP 4?4/L ANO 3" SEAMLESS STEEL TUBING <br />Cd WALL THICKNESS) FOR BOTTOM RAIL. <br />g. -CAULK EXPOSED OPEN/NGS BETWEEN SH/MS H/ITH LEAD WOOL. <br />27400 <br />Z.. /O- .+ <br />�B . �.. - <br />.. <br />j --� -- - - <br />i - I -FABRICATED STEEL POST <br />^ <br />s- SL OTTEO STEEL SH/MS <br />' <br />� WHERE REgU/REO <br />5'= FLANGE <br />n <br />---S rOB- BEAR/NG PAD <br />_,o(6 <br />I ', <br />l a I TNau Ra <br />.j9 -- -- -- <br />---R61STICAT/0N-4 GROO(/E <br />_- <br />2B x7, PLATE <br />CONST ✓O/NT TO BE <br />F6.' <br />rsy <br />q CONT/NUOUS <br />'• <br />OR/P G/R701/E —��� <br />� II 6 <br />F. --moi j <br />SECT/ON Tl -IRU SIDEWALK <br />BART PLAN <br />T <br />-EOGE TOP OF -ARA,-6-7- <br />4­0 O"FIL <br />ARAPET4..`OR/LHOLES FORLr __ /-Fi[c WITH GRAY- <br />liry F -OR 3 i PRESET ANCHOR - e� �' IiERTiSEAL OR EgUAL �'. <br />BOLTS-� - <br />i�pl;��- <br />CURB OR SODYK. <br />Z/NC PLATE - <br />2 - <br />1� <br />I nl N1 o- - ._- - - V �H. ti _ ALUM/NUM OR --` \ <br />\ 7 FABR/GATED STEEL POST- -- ----- -- q <br />i <br />J._ DETA/LS OF OEFL. JO/NTS /N <br />2-9a PARAPET ONLY-S/M/LAR TO L ✓ GROOVE SLOTTED STEEL SH/MS <br />THAT SHOWN /N THIS AREA, WHERE REgUrREO �.• I <br />END PLATE SECT/ON A SECT/ON B 28 °L-1' a ARIN6PAD <br />RUST/CAT/ON-, <br />SH/M 9 x B r2 =94 SH/M 7.j B CONST 1011,17-- TO BE j \R I T 4 <br />r x/-4- <br />2 PER ENO PL.9 TE- Z PER ENO PLATE <br />1- PoST -• FL-_ - - - - - <br />n <br />L <br />/��" _-____ 2 6� /_�_ �N ./' I�.j� jam._ r•lgl�---- I � P e I�!_-¢ CYJNT/NUOUS <br />2-9 _ r=3� /z _S L_L r • ORiP GROO!/E <br />2 PER PoST <br />END PLATE SHIM DETA/LS �2s^ <br />POST SHIM DETA/LS SECT/ON THRU CURB <br />0 <br />TO - •ANCHOR BOLTS 3-THRD ¢' O BAR xO-6"LONG. WELD TO <br />N V <br />! ANCHOR TS <br />BOL <br />91 '� a RAR r 2' 9- LONG WELD `1 \ <br />7 4 " .3 THRO OF POST <br />W ` - N t TYP </TYPICAL. SL EE!/E SHALL BE <br />N*e -L � --�- -- =3{T- \We4DEO TO 00[NM^iRAOE <br />HT G 3i ISTD _PIPE -TOP RA/L t� /; S/OE OF ✓O/NT <br />- -- - - <br />PIPE -BOT R9/4 <br />bQ cz..,��-------- <br />�TOP OF PARAPET N ,9 ----- •�p Q /-� _ <br />-ROD ! x 0-5'3 TOP OF (� C <br />� � PARAPET � � ROO � / x O,_9 <br />- <br />W,4SHERS <br />--�- B II 3SEAML ESS STEEL TU�NG �"`�' <br />TH1CKNESS) BOT RAIL 3 / NOTE: RAILING SHALL BE <br />AT ENO PLATE AT POSTS -"IFABRICATED IN 2 <br />- 4 ANS 3 PANEL LENGTHS. <br />ANCHOR BOLT SETT/NG DETA/LS SHOP RAIL FIELD ERECTION <br />SPLICE DETAIL JOINT DETAIL <br />TWELD Fr GR/NO FLUSH- <br />/7=`r <br />r' <br />3.. ml <br />s� �TYP <br />FORM E -13-t2 62 <br />CBv S PROJECT S EET HOE A� <br />i ETS <br />F�r� zlo) 34 /Zs� <br />-31 � STANDARD P/PE <br />� 6j_R-00/US <br />FLAAIGE <br />yry <br />4.. <br />/'t OR/LLEO HOLES <br />Posr DErAxs <br />NOTES <br />I. STEEL RAIL POSTS SHALL BE SET NORMAL TO GRADE, <br />2 RA/L/NG SHALL BE FABRICATED /N LENGTHS AS SHG✓VN <br />3. STEEL SH/MS SHALL Be USED UNDER POSTS ANO UNDER ENO <br />F. ATES WHERE REQU/REO FOR AL /GNMENT <br />4. WHEN PARAPETS ANO CURBS ARE POURED CONT/NUOUSL✓ FROM <br />ENO TD ENO THEY SHALL BE SEPARATED AT THE DEFLECT/ON JOINTS <br />B✓ A PIECE OFB Z/NC OR ALUMINUM PLATE CUT AS SHOWN IN <br />SECT/ON A BY SHAOEO AREA. /F C0A1S7?l?UC7_/0N ✓DINTS IN PARAPET <br />ANO CURBS ARE USED AT T/ -:E DEA-LECTiON ✓O/NTS ONE SIDE <br />OF /O/NT SHALL BE COATED W/TH B/TUMGIIC S PA/NT ANO PLATE <br />SEPARATORS MAV BE OM/TTEO. <br />5. THE F041_0iV1NG MATER/ALS SHgLL BE USED' <br />TOP RAIL/NG SHALL BE 3j'0 STAIVOARO P/PE ASTM 0E5/GNATiC <br />AS3, GRADE S. BOTTOM RA/UNG SHALL BE 3'0 STAA✓DARO PIF E <br />ASTM DES/GNAT/ON A53, GRADE B. <br />POST SHALL BE FABRICATED FROM MATER/AL CONFORM/NG <br />TO A.S TM DESIGNATION A.3G. <br />ANCHOR BOLTS TO BE /✓IADE FROM MATERIAL CONFORM/NG- <br />TO A..STM OFSIGNAT/ON 4907 <br />SL EEI�ES SHALL BE .3-! STANDARD P/PE ASTM DES/GNAT/ON <br />A 53, GRADE B FOR TOP 4?4/L ANO 3" SEAMLESS STEEL TUBING <br />Cd WALL THICKNESS) FOR BOTTOM RAIL. <br />g. -CAULK EXPOSED OPEN/NGS BETWEEN SH/MS H/ITH LEAD WOOL. <br />27400 <br />