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UGT UGT
UGT
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FO FO FO FO FO
FO FO FO
FO FO
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UGP
UGP
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UGT
UGT UGT UGT UGT
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UGT UGT UGT UGT
UGT
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UGT UGT
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EW
EW
EW EW EW EW EW
EW >>>>>>>>>>>>R/W
R/W
R/W
T
T
E
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EE
WV
TV
E E E E E
T
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S
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ENGINEERS
PLANNERS
SURVEYORS
DESIGNER
DRAWN
CHECKED
PROJ. NO.
DATE
SURVEYED
DESCRIPTIONDATEREVISION SHEET
OF
8/17/23 10:52 KYLE.DRUYVESTEIN F:\7350 TIDAL WAVE AUTO SPA, NORTH 19TH, BOZEMAN\DRAWINGS\DWG\CIVIL\5 SHEET PRODUCTION\5 - UTILITY PLAN.DWG;255
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DJ&A, P.C.
08/25/2023
7350
MR
KD
KD
UTILITY PLANBOZEMAN, MT
TIDAL WAVE AUTO SPA
SCALE IN FEET
0 25 50
DRY UTILITIES (TELEPHONE,
FIBER, POWER, PROTECT IN
PLACE, TYP.
DRY UTILITY APPURTENANCES,
PROTECT IN PLACE, TYP.
STREET LIGHTING,
PROTECT IN PLACE, TYP.
TELEPHONE PEDESTAL,
PROTECT IN PLACE, TYP.
WATER RECLAIM LINES AND TANKS, SEE
DETAIL 1 SHEET 15
(2)6" SCH 80 CONDUIT LINES TO BE INSTALLED
UNDER CONCRETE TO ROUTE THE
ELECTRICAL LINES TO VACUUM SYSTEMS ON
NORTHWEST SIDE OF DRIVE AISLE, SEE
ELECTRICAL SHEETS
SEE ELECTRICAL SHEETS FOR CONDUIT
ROUTES FOR PAY STATION APPURTENANCES
6" Ø SANITARY SEWER
SERVICE LINE, TYP. SEE
DETAIL 1, SHEET 10
2" Ø WATER SERVICE LINE, TYP.
SEE DETAIL 2, SHEET 9
SEWER CLEANOUT REQ'D AT BENDS,
TYP. SEE DETAIL 3, SHEET 9
24" Ø PVC SEWER
MAIN, PROTECT IN
PLACE, TYP.
12" Ø DUCTILE IRON WATER
LINE, PROTECT IN PLACE, TYP.
UNDERGROUND ELECTRICAL SERVICE
LINE, ROUTING SHOWS SCHEMATIC
LAYOUT, COORDINATE WITH
ELECTRICAL PLANS
UNDERGROUND TELEPHONE LINE,
SEE ELECTRICAL SHEETS
WATER VALVE, 8' FROM
TIE IN TO WATER MAIN
GENERAL NOTES
1.CONTRACTOR TO VERIFY EXISTING
CONDITIONS PRIOR TO COMMENCEMENT
OF CIVIL-RELATED WORK.
2.UTILITIES SHOWN ON THE PLANS ARE
APPROXIMATE. IT IS THE RESPONSIBILITY
OF THE CONTRACTOR TO VERIFY
LOCATIONS OF ALL UTILITIES WITHIN THE
PROJECT LIMITS.
3.SEE LANDSCAPING SHEET FOR IRRIGATION
LINES.
4.SEE ELECTRICAL SHEETS FOR SITE
LIGHTING.
5.CONTRACTOR TO ENSURE ADEQUATE
SLOPE FOR SEWER SERVICE LINE.
6.DRY UTILITY LINE LAYOUTS SHOWN FOR
SCHEMATIC PURPOSES.
CONNECT TO EXISTING 24" PVC SANITARY SEWER MAIN AT APPROX.
4666.33, CONTRACTOR TO VERIFY. PER CITY OF BOZEMAN, A STUB
EXISTS AT THE MANHOLE THAT CAN BE TIED TO.
SEWER MANHOLE
RIM ELEVATION: 4666.33
NNWE TRANSFORMER WITH ELECTRICAL
METER ATTACHED ON TOP 6.5' X 7.5'
CONCRETE PAD, SEE ELECTRICAL SHEETS
FIRE HYDRANT PER CITY OF
BOZEMAN STANDARDS
6" Ø FIRE HYDRANT ASSEMBLY PER
CITY OF BOZEMAN STANDARDS
SEE ARCHITECT PLANS FOR UTILITY TIE IN
ELEVATIONS TO BUILDING
SEWER SERVICE LINE AT APPROX. 4666,
CONTRACTOR TO VERIFY
SANITARY TEE NEEDED TO TIE IN
RESTROOM SERVICE LINE
12" Ø HDPE CORRUGATED
STORMWATER PIPE TO FLOW
AND DAYLIGHT AT DRAINAGE
POND
DOWNSPOUTS TO BE PIPED UNDERGROUND WITH 3" Ø HDPE
PIPE TO TIE INTO MAIN 12" Ø PIPE AND DRAIN TO POND. 3" Ø
HDPE PIPE WILL SLOPE A MINIMUM OF 4% TYING INTO THE
12" Ø PIPE WHICH WILL SLOPE AT A MINIMUM 1%.
PROPERTY LINE, TYP.
DRAINAGE POND
TRASH/RODENT RACK
REQ'D AT PIPE OUTLET