HomeMy WebLinkAboutSID 653 - Graf St Improvements 0.0016;/ RCP AT `24.OVERFLOW INLET
RIM=21.85,INV=19.85
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BY OTHERS
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8 FROM STA -0+02 TO STA 0+33 STORM
IN 7+29.26 PROFILE
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REMOVE TRANSITION OUTTER 'MO' ? R-ed
TO MATCH EX E•IeHn9 30 WWe .YDB.I DUI.RIP-RAP �,?..�
AT-0+02. con•tranion E°wment BY OTNERS P'
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4 5 6-A / INSTALL CENTER R,C.P 0.3' �` WHEELCHA'AMPS —BLOCK I-
-BLOCK 5— BELOW PLAN GRADE 37 OF 8'P U C.
/ BACKFILL UPSTREAM ENDS I AT STATION 9.17 -
60' TO SEWER CLEANOUT t MATHEW BIRD CREEK OF R.C.P FIRST.
/ BY OTHERS E-thg 8"9pnibry 9wlw `
8 ISM 0+33 TO STA.6+94.85) C�
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6 N 'g CONCRETE SIDEWALK
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41 _ - 2FT
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s CROWN - 8 3.3/4°OF 1 STATION 11+64
32.5' I DIP E%T. 24��
BVVALVE I I-1/4 BEND
NEW STANDARD CURB 3"ASPHALT CONCRETE CONCRETE SIDEWALK 32"OF 8"P U.C.AT STATION 11464
8" 2 --a GUTTER(TYP) SURFACE COURSE -8"22-1/2
I�q`�' BEND M.J. STATION 11+75
V4 PER FTC I I-I/2 COPPER SERVICE
3�1 SLOPE 3:I SLOPE -17�7-1/2 OF B"DAP STATION 12+25� - 49 OF COPPER
8 GATE VALVE
21
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--- IS°OF -V2"MINUSGRAVEL BASE ROCK( )
SUPAC SW OR APPROVED EQUAL
TYPICAL X-SECTION \
STA.7+29.26 TO STA 12+40
j TEMPORARI'TURNAROUND
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EA.Fin H9eLaat r~30'RAD US TEMPORARY
` GRAV�L SURFACE
—1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 T+00 8+00 9+00 0 0 11+00 12+00 13+00
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- - - - - - -- - - _ Sanderson/Stewart/Owton ENGINEERING, INC.
wW - CONSULTING ENGINEERS-BOZEMAN,MONTANA
* - -- - - - -1 -- - - - - -
- S.I. D. No. 653
STREET IMPROVEMENTS
P ON GRAF STREET COLLECTOR
+ _ - eer BOZEMAN, MONTANA
- DRAWN BY Of, DATE 4/147RR
AS CONSTRUCTED 1989 wCKIfD N PLAN-PROFILE REVISED 5/25/88
AMRDVED
SCALE: AS SHOWN PROJ. Na B6_51212-2-2 SMEET_I Off