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GASGASGASGASGASGASGASGASGASGASGASGASGASS89° 46' 01"W 144.74'N0° 08' 37"E 74.61'N89° 31' 56"E 144.75'S0° 08' 35"W 75.21'W BABCOCK ST
S 20TH AVEINSTALL 77 LF OF NEW 2" TYPE K COPPER
WATER SERVICE PER DETAIL 2/C6.0.
RECESSED MECHANICAL / RISER ROOM
PER ARCH PLANS
13.67'
4.50'
REFER TO DETAIL 3/C6.0. FOR
WATER SERVICE ENTERING
BUILDING
REMOVE EX. CLEANOUT
EX. 4" SANITARY SEWER SERVICE TO BE RE-USED.
CUT EX. SEWER SERVICE AND INSTALL (2) 45° BENDS AND NEW
CLEAN OUT PER DETAIL 5/C6.0 AND EXTEND INTO BUILDING.
CONTRACTOR TO VERIFY LOCATION, ELEVATION, AND
CONDITION OF EX. SERVICE AND NOTIFY ENGINEER IF
SERVICE CANNOT REMAIN IN USE.
10.2'
4.00'
RECESSED ENTRANCE TO RECESSED MECHANICAL / RISER ROOM.
ELEV: 4822.08
EX. 6" DIP WATER MAIN
PROPOSED ELECTRIC SERVICE LINE PER ARCH PLAN.
REFER TO ARCH PLAN FOR METER LOCATION.
PROPOSED GAS SERVICE LINE RELOCATION PER ARCH PLAN.
REFER TO ARCH PLAN FOR METER LOCATION.
PRO. TRANSFORMER FOR BUILDING.
TO BE SERVED BY ADJACENT UTILITY POLE.
PROPOSED
5-PLEX
FFE: 4825.75
SAW CUT EX. PAVEMENT AND TRENCH FOR NEW SERVICE INSTALLATION.
REPLACE EX. TRENCH BACKFILL AND ROAD BASE SECTIONS IN LIKE KIND.
ASSUMED SECTIONS:
TRENCH BACKFILL
12" THICK SECTION OF 4" MINUS PIT RUN GRAVEL SUBBASE
6" THICK SECTION OF 1.5" MINUS ROAD MIX BASE COURSE
4" MIN. THICK ASPHALT SECTION
ALL TRENCH BACKFILL AND IMPORTED MATERIAL SHALL BE INSTALLED
AND TESTED IN ACCORDANCE WITH THE CITY OF BOZEMAN MODIFICATION
TO THE MPWSS.
REPLACE EX. CURB AND SIDEWALK ACROSS
TRENCH SECTION PER DETAIL 1/C6.1 AND 7/C6.1
EX. 10" DIP WATER MAIN
8.00'
C4.0N
5
587-01
3/17/2025
10'0 20'
1" = 10'SCALE BABCOCK 5-PLEXPROJECT NO:
DATE:
ENGINEER:
REVISIONS
DATENO.DESC.
SHEET OF
ELC
1
2
3
4
5
6
7
8 BOZEMAN, MONTANATAOMNNA
RN GEO
S
EF
SI NA LROP EINECOTE
ETHAN L
No. 60593PE
ELICNES DCIVIL SITE PLAN SUBMITTALBABCOCK 5-PLEX8 UTILITY PLAN