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PERMFILE69436
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PERMFILE69436
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Entry Properties
Last modified
8/24/2016 11:14:55 PM
Creation date
11/20/2007 10:52:37 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1999022
IBM Index Class Name
Permit File
Doc Date
4/8/1999
Doc Name
BRIDGE ACROSS SLV RIO GRANDE CANAL TO ACCESS CRITES GRAVEL PIT
Section_Exhibit Name
EXHIBIT E
Media Type
M
Archive
No
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STEEL BEAM <br />40' <br />t: <br />•F I 3r I _ _._ <br />I I t •. . <br />TOP OF CANAL <br />FLARE SECTION AT / S <br />I &\� END OF GU ARD RAIL 51 2' 31 <br />BOTTOM OF CANAL " 7777 \ 6 B 3 -10" <br />— — — — — — — — — — — _L #5 REBAR 12° ON CENTER TYPICAL ifue j +o-y4 <br />—T—T- <br />1 4 SECTION A - A <br />10.7/P <br />+a s/4 + 21' -3 1/2" 18' -3 1/2" <br />.1 go 11 16._4" GRAVEL <br />A A <br />GRAVEL ,oa/4 ROAD CHANNEL IRON <br />01 oe1L I If <br />ROAD I DECK <br />10 J/4 <br />T4 4' I BEAM <br />1aa/e TOP OF CONCRETE <br />- - - - -- I CENTER --- - - - - -- WINO WALL <br />—E— — I 1: <br />B• ON q 1 <br />3' V -0 I. <br />I 6" I BEAM POST TO J I 2 <br />SUPPORT GUARD RAIL Q I. <br />TYPICAL Z I I <br />All WELD OR BOLT TO Q I a' -e• <br />I I OUTSIDE STRINGER O STEEL I'BEAM STRINGER <br />10 L,J BEAM 4' X 30" STEEL <br />0 110 LBS/FT <br />I <br />so' — < i I PLAN <br />I I I I SECTION B— B <br />ry <br />I o I <br />> <br />i <br />J <br />V) <br />$ DETAIL OF WING WALL 1 <br />y P <br />PLAN - SCALE 1 - -= 6, <br />1� <br />DECK n <br />II 8" CHANNEL IRON Q <br />WELDED TO I BEAMS <br />TYPICAL (2" SPACING) STEEL STRINGER <br />10 -3/4" X 30" STEEL BEAM <br />100 LBS /FT 3 --------------------- - - - --1 ' <br />$n <br />4 --- ------ ---- -- ---I - *.- <br />2% J I or <br />42" MIN .: <br />" - - - - - -- -- STEEL BEAM 2 —6 <br />GRAVEL FILL AS NECESSARY <br />TO MEET EXISTING GROUND I LAI <br />�. 5' -8" MIN 40x / CONCRETE END BEAM I `" <br />SEE DETAIL _ ---------- .------ - - - - -- 1 _ <br />I y <br />.. ' • <br />" : <br />a <br />11 O .` •' <br />20' -0" 20'-0" CONCRETE FOOTING AND WING WALL / <br />,16 " t <br />2 n 4 . •j . <br />1 -011 <br />MI5 REBAR 12" ON CENTER TYPICAL <br />EXISTING <br />AT BOTTOM OFNCANARFACE <br />DETAIL A <br />1 , <br />DETAIL OF CONCRETE END BEAT <br />ELEVATION <br />lit <br />i <br />y <br />: <br />I <br />OL <br />f <br />P <br />W <br />tl <br />0 <br />tl <br />a <br />X C <br />tl T <br />ua <br />y4 a <br />`ao <br />tl 1� <br />w« <br />0 <br />so <br />'N <br />axi <br />is <br />. E <br />X if <br />o� <br />5`0 <br />O y <br />w� <br />V <br />tl C <br />� b <br />E� <br />w r <br />r <br />0 <br />X.2 <br />a <br />6 <br />I) <br />W <br />1L` <br />L O <br />o <br />g� <br />a� <br />tl� <br />a�c <br />oW <br />� <br />mix <br />IE <br />IMI1III Milo 11IINN <br />008802 <br />0 <br />o <br />i <br />>1 <br />DO <br />I <br />IZ <br />, <br />O <br />LLJ <br />I <br />j+ <br />d <br />I - <br />C <br />o <br />I <br />a <br />U <br />� <br />1i <br />f <br />C <br />W <br />Lu <br />M I <br />lu <br />mt <br />O <br />JC4 <br />O N <br />o <br />V V c" <br />4;z <br />1 <br />M! N v <br />+O <br />z <br />11 II II <br />I Iu:J� <br />g <br />C4 Q <br />I <br />Lu <br />! DATE: MARCH, 1989 <br />SCALE: 1 " -8' I <br />DRAWN: MR <br />CHECKED: <br />APPROVED: <br />1 <br />1 <br />� <br />I <br />�U <br />I <br />W <br />O <br />Ix <br />1 <br />> j <br />J <br />W <br />W <br />N <br />�N <br />O V <br />U <br />~ <br />N <br />1Q <br />U <br />U <br />W U <br />Li Q <br />Q <br />O O <br />c <br />Im TC <br />19 <br />,Lu <br />I I <br />i <br />JOB NO.: CRITES <br />RGO39904-304 <br />SHEET <br />1 OF 1 <br />—L7 <br />f <br />P <br />W <br />tl <br />0 <br />tl <br />a <br />X C <br />tl T <br />ua <br />y4 a <br />`ao <br />tl 1� <br />w« <br />0 <br />so <br />'N <br />axi <br />is <br />. E <br />X if <br />o� <br />5`0 <br />O y <br />w� <br />V <br />tl C <br />� b <br />E� <br />w r <br />r <br />0 <br />X.2 <br />a <br />6 <br />I) <br />W <br />1L` <br />L O <br />o <br />g� <br />a� <br />tl� <br />a�c <br />oW <br />� <br />mix <br />IE <br />IMI1III Milo 11IINN <br />008802 <br />
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