HomeMy WebLinkAbout007a C4.1 Civil Hydrant Plan8''W8''W8''W8''W8''W8''W8''WSSSS
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8''STW W W W W W
W V
OSWHYD6''W
W V
0+000+14.73STA 0+10.8 (0.0')
8 IN X 8 IN X 6 IN" TAPPING TEE ON EX. WATER MAIN
CONTRACTOR TO VERIFY ELEVATION OF EX. MAIN AND NOTIFY
ENGINEER OF ANY DISCREPANCIES
STA:0+04.91
OFF:0.00'
INSTALL 6 LF OF 6" DIP AND HYDRANT ASSEMBLY
W/ AUXILLARY VALVE PER COB 02660-4
BURY LINE ELEV.: 5004.20
EX. EDGE OF ALLEY ASPHALT
EX. PROPERTY LINE
EDGE OF R.O.W.
EXISTING 30' PUBLIC UTILITY EASEMENT
EX. SANITARY SEWER MAIN
EX. 15" STORM SEWER MAIN
EX. 8" WATER MAIN FUTURE OPEN SPACE PATH
4995
5000
5005
5010
4995
5000
5005
5010
0+10 0+20
8 IN X 8 IN X 6 IN TAPPING
TEE FOR HYDRANT LEAD
8" FL ELEV:4995.95
STA 0+10.8 (0.0'R)
STA 0+04.9 (0.0')
INSTALL 6 LF OF 6" DIP AND
HYDRANT ASSEMBLY PER COB 02660-4
PROJECT NO:
DATE:
ENGINEER:
REVISIONS
DATENO.DESC.
SHEET OF
604-09
4/25/2025
ELC
1
2
3
4
5
6
7
8 BLOCK 9 APARTMENTSBOZEMAN, MONTANASITE PLAN SUBMITTALTAOMNNA
RN GEO
S
EF
SI NA LROP EINECOTE
ETHAN L
No. 60593PE
ELICNES D5'0 10'
SCALE 1" = 5'
N
6
C4.1 HYDRANT PLAN9
HYDRANT PLAN & PROFILE - ARBOR WAY1SCALE: HORIZONTAL 1"=5' VERTICAL 1"=2.5'