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Home My WebLink About1185A-8Future Elec tro/ier 2-O 3 �. Rai/ Post /s a ---- ------ - - - - -- -- - — — 3 3 2.xs�1176 _ ° ° I 1 I II I I I 1 I I - Tube post I I 4-,x.5' I If L3x3xq I 1 7 { Cut to fit g clear I I I I { I I I I I I I R=7 3 I I I I 2-e Bolts burr threovdsaar --- F._ --T .5 t(� 6.7 0 0 8 M Note: For anchor bolts B lighting reinforcement see "Lighting 51 einforcement sheet. Q I :,f I I : r� - - F-7. 7, # I x0 8 2-4 2-4 D RAILINGCLOSURE-DETAIL. Eft -310. SECTION DD J End post /O 4 2„ max. R 6'X i x l'- l" Grind 2 e Expansion joint :e dges. -to Leva,/ SIN 3 Sleeve /6 is i 3-�-------- /6 f I -- -- -- --- 3 I 79I /6 Tube post. I I • I I 4 x6 x16. Grout = t ' I ' - M I p , , ,; • Rammed sand `j i 1 flu Pea grove/ '~ 5 and melted e e _ - �q7 sulphur SEC TION.,J J Roadway I � Post t side Bend down to clear Grout as needed A. �. ��; 8 7 Rommed $ond-. '�' ' ' ' o� : R 7„ Pea grave/ - o and me/ted :. • • .:. - sulphur 8 "min. 8 "min. I Z N - e y r N F- W -a W C V Future Elec tro/ier 2-O 3 �. Rai/ Post /s a ---- ------ - - - - -- -- - — — 3 3 2.xs�1176 _ ° ° I 1 I II I I I 1 I I - Tube post I I 4-,x.5' I If L3x3xq I 1 7 { Cut to fit g clear I I I I { I I I I I I I R=7 3 I I I I 2-e Bolts burr threovdsaar --- F._ --T .5 t(� 6.7 0 0 8 M Note: For anchor bolts B lighting reinforcement see "Lighting 51 einforcement sheet. Q I :,f I I : r� - - F-7. 7, # I x0 8 2-4 2-4 D RAILINGCLOSURE-DETAIL. Eft -310. SECTION DD J End post /O 4 2„ max. R 6'X i x l'- l" Grind 2 e Expansion joint :e dges. -to Leva,/ SIN 3 Sleeve /6 is i 3-�-------- /6 f I -- -- -- --- 3 I 79I /6 Tube post. I I • I I 4 x6 x16. Grout = = f 7 CAL. 1, 9„ ,; • Rammed sand `j •� Imo..{ 8 Pea grove/ '~ 5 and melted e e _ - �q7 sulphur SEC TION.,J J Roadway I � Post t side Bend down to clear Grout as needed A. �. ��; 8 7 Rommed $ond-. '�' ' ' ' : R 7„ Pea grave/ - o and me/ted :. • • .:. - sulphur 8 "min. 8 "min. RESTRICTED' SECT/ON J ✓ i II 11 I II 'I I I II ' - - I W DOUBLE END POST /6 LD 2- 4x0'-8" NOTES FOR RESTRICTED POST ANCHORAGE Restricted Section O0 shows typical details. Use similar details for Section when needed. Provide for restricted anchorages in top of wingwo/Is, retaining walls and in hollow sidewalks unless shown otherwise. Tui 4a f �# er of Post - - ------ -- - i .r r sl/R-/1-7 17LZZOL� JR FED. ROAD DIST. NO. Sleeve STATE I FisCAL I SHEET TOTAL pROJ. NO. YEAR NO. SHEET , -F-98- 8 7 CAL. . formed 16- ♦i welded and ground smooth / / ♦ ♦• • BRIDGE ENGI F? CIVIL ENGINEER. -Li CENSE,5585 I� 2x U Z 76/1 Baluster Tube post_ / /1 /to 452 xis SECTION H H Sca/e: 3 "- /'- O" T Space posts to clear expansion joints by 9'min. to t of post. Exact post hole locations. are to be determined from approved roiling shop plans. Roiling shall conform to horizontal and vertical alignment. Posts and balusters shall be vertical with o maximum deviation not to exceed that represented by a rise of 4 in one pans/. At expansion joints in deck,rail joints shall be increased to some size with cartes o d' ' I "Bo/aster 5" 6.7 ,o n ing increase m length of sleeves. / Roiling and o// ports to be galvanized after e fabrication. For further requirements see special provisions. „ 3 Time of placing roiling on bridge wingwal/s to h 3 2 /s R, bent to fit inside channel be after walls are backfilled. • • Top of sidewo/k 4 0. �. of 4 �x 5 �'X 3 - Tube post 2. /s p "SEC rION. 6 G scale: 3 "- /'-O /0, 0"max. ' i F ��Exponsion joint 8 Expansion �ont s 4, 12,E / s R -Sleeve / 2 - Tube roil- Tube roil 1 I 3 14 I 1 4 9 i 6 i6 I I I I ZX/6 U .7 3 I I .� Tube Post' -,,,.I I o l "round cornered square I I Tube Post 4'x 51 #x 3I 7" baluster bars or l "squore 4 x5 � x16 2 /6 I I 2 14" I No. 16 gage tubular sections.. I I 7,; 7„ I I I I I I I I I Average -weight 35 lbs, per lineal foot (maximum) 14 I I I I s 5U 6.7 to 2 I IZ f• - - -I = "Grout :1 Rammed sand and Pea gravel melted sulphur. INTERMEDIATE POS T 3 %6 6" ,s P- Sleeve I R. max. `IN-- ,s Tube roil max is /-7 I I 16 I I � I . j I Tube Post I ' I 4X5�,X„ 2 '3 .6 I I I i 5LJ 6.7 4 _. I %6 � N -I I a a ' SEC TIO 2- x _ BRIDGE DEPARTMENT STATE of CALIFORNIA AIMMINk DEPARTMENT OF PUBLIC WORKS✓�1. ` V ` /� C� DESI N SEC 10 N DIVISION OF HIGHWAYS PROJECT DESIGNER 9 CHIEF DESIGNER SIERRA' "D DESIGN BY1. 0 -CHECKED,VUV I DETAILS BY (�Q- �., I �-� CHECKED�it U.1'71�eec.�1�?.. QUANTITIES BY Yet %2-57 CHECKEDd 2tt ed, � PLANS AND SPECS. STEEL RAILING SPEC IPI CATIONS BY CO PAREDAll �'• CIVIL AND STRUCTRUAL¢8 /2 -/-® EXCep� - - --- � �-- - `' m 5 3 76 - 7 APPROVAL RECOMMENDED BY 5439 S AS shown �4c- 63 FILE DRAWING OF DESIGN EN t5� ?EL DRAWING N0. E'-53-7� IF SHEETTOTALNO.SHEETBload QIdT. Maw T Space posts to clear expansion joints by 9'min. to t of post. Exact post hole locations. are to be determined from approved roiling shop plans. Roiling shall conform to horizontal and vertical alignment. Posts and balusters shall be vertical with o maximum deviation not to exceed that represented by a rise of 4 in one pans/. At expansion joints in deck,rail joints shall be increased to some size with cartes o d' ' I "Bo/aster 5" 6.7 ,o n ing increase m length of sleeves. / Roiling and o// ports to be galvanized after e fabrication. For further requirements see special provisions. „ 3 Time of placing roiling on bridge wingwal/s to h 3 2 /s R, bent to fit inside channel be after walls are backfilled. • • Top of sidewo/k 4 0. �. of 4 �x 5 �'X 3 - Tube post 2. /s p "SEC rION. 6 G scale: 3 "- /'-O /0, 0"max. ' i F ��Exponsion joint 8 Expansion �ont s 4, 12,E / s R -Sleeve / 2 - Tube roil- Tube roil 1 I 3 14 I 1 4 9 i 6 i6 I I I I ZX/6 U .7 3 I I .� Tube Post' -,,,.I I o l "round cornered square I I Tube Post 4'x 51 #x 3I 7" baluster bars or l "squore 4 x5 � x16 2 /6 I I 2 14" I No. 16 gage tubular sections.. I I 7,; 7„ I I I I I I I I I Average -weight 35 lbs, per lineal foot (maximum) 14 I I I I s 5U 6.7 to 2 I IZ f• - - -I = "Grout :1 Rammed sand and Pea gravel melted sulphur. INTERMEDIATE POS T 3 %6 6" ,s P- Sleeve I R. max. `IN-- ,s Tube roil max is /-7 I I 16 I I � I . j I Tube Post I ' I 4X5�,X„ 2 '3 .6 I I I i 5LJ 6.7 4 _. I %6 � N -I I a a ' SEC TIO 2- x _ BRIDGE DEPARTMENT STATE of CALIFORNIA AIMMINk DEPARTMENT OF PUBLIC WORKS✓�1. ` V ` /� C� DESI N SEC 10 N DIVISION OF HIGHWAYS PROJECT DESIGNER 9 CHIEF DESIGNER SIERRA' "D DESIGN BY1. 0 -CHECKED,VUV I DETAILS BY (�Q- �., I �-� CHECKED�it U.1'71�eec.�1�?.. QUANTITIES BY Yet %2-57 CHECKEDd 2tt ed, � PLANS AND SPECS. STEEL RAILING SPEC IPI CATIONS BY CO PAREDAll �'• CIVIL AND STRUCTRUAL¢8 /2 -/-® EXCep� - - --- � �-- - `' m 5 3 76 - 7 APPROVAL RECOMMENDED BY 5439 S AS shown �4c- 63 FILE DRAWING OF DESIGN EN t5� ?EL DRAWING N0. E'-53-7� IF