HomeMy WebLinkAboutUTILITY PLAN - 23-00732 - Good 2 Go - New Commercial BldgF
Install 93' of 12" ADS N 12 Perforated Storm Pipe @ 0.00%
Install 77' of 12" ADS N 12 Perforated Storm Pipe @ 0.00%
Install 77' of 12" ADS N 12 Perforated Storm Pipe @ 0.00%
Install 93' of 12" ADS N 12 Perforated Storm Pipe @ 0.00%
Install 73' of 12" ADS N 12 Storm Pipe @ 0.22%
485
0
4851
4852
48
4
9
4851
4849
4850 4850
4849
4
8
4
9
48
5
0
48
5
1
4
8
5
0
4
8
4
8
2+
0
0
3+
0
0
4+
0
0
4+
8
0
L1
1+00 2+00 3+00 4+00 5+00 6+00 6+20L2
SDMH-6
Sta:3+53.39 OFF:29.48R
Rim:4848.90
S INV IN:4845.94
N INV OUT:4845.84
SDMH-5
Sta:2+60.39 OFF:29.46R
Rim:4847.51
S INV IN:4845.84
N INV OUT:4845.84
SDMH-3
Rim:4849.71
S INV IN:4844.64
N INV OUT:4844.54
SDMH-4
Rim:4847.56
S INV IN:4844.54
N INV OUT:4844.54
SDMH-1
Rim:4848.95
N INV OUT:4844.97
SDMH-2
Rim:4849.71
S INV IN:4844.83
N INV OUT:4844.73
SDMH-7
Sta:4+26.73 OFF:31.45R
Rim:4849.10
N INV OUT:4846.10
401-6
401-8
100-1
200-1
401-6.90
401-8.11
401-8.22
401-8.45
401-8.90
401-8.8.8
401-8.8.6
402-6
402-8
403-1
404-1
401-8.6
501-8
502-1
504-4
505-6
506-6.90
601-12
602-1
602-2
602-3
706-1
706-2
706-11
706-V1
706-D1
706-3
706-12
706-A1
706-S1
SEE SHEET 3 FOR MORE
INFORMATION
706-R1
1102-1
1103-1
NOT ALL CALLOUTS USED
SEE SHEET 3 FOR MORE
INFORMATION
404-2
RETAIN AND PROTECT
SAW CUT AND ASPHALT
REMOVAL
6'' WATER MAIN
8'' WATER MAIN
6'' 90° WATER BEND
8'' 11.5° WATER BEND
8'' 22.5° WATER BEND
8'' 45° WATER BEND
8'' 90° WATER BEND
8''X8''X8'' TEE
8''X8''X6'' TEE
8''X6'' REDUCER
6'' WATER MAIN VALVE
8'' WATER MAIN VALVE
FIRE HYDRANT ASSEMBLY
1'' WATER SERVICE
2'' WATER SERVICE
8'' SEWER MAIN
SEWER MANHOLE
4'' SEWER SERVICE
6'' PRESSURIZED
SEWER MAIN
6'' 90° PRESSURE
SEWER BEND
12'' STORM MAIN
STORM MAIN MANHOLE
STORM MAIN CATCH
BASIN
STORM INFILTRATION
WELL
6'' VERTICAL CURB
6'' LIP DOWN CURB
2.5' WIDE 6''
VERTICAL CURB
3'' ROLLED CURB
3'' LIP DOWN ROLLED
CURB
COMMERCIAL APPROACH
CURB DRAIN
PEDESTRIAN RAMP
5' CONCRETE SIDEWALK
CONCRETE VALLEY
GUTTER
STREET LIGHT
STOP SIGNS WITH
STREET NAMES
706-T1 CURB TERMINUS
706-4 1' FLUSH CURB
CHECK BY
SHEETS
DRAWN BY
JOB NO:
OF
SHEET
BWBTT
SHEET NAME:
PROJECT:
LOCATION:
22-063
DATE: October 11, 2023
DATEREVISIONS
UTILITY PLAN
REXBURG GOOD 2 GO
REXBURG, ID C-12
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:24'' X 36''
VERTICAL EXAGGERATION:
PROJECT CONTACT:
TJ TOGIAI & BARRY BAME
CONNECT ENGINEERING
208-881-0081
PRELIMINARY FOR
REVIEW ONLY 1V = 10 H
C-06
FUEL TANKS
UNIVERSITY BLV.
12
T
H
S
T
R
E
E
T
TRANSITION FROM LIP UP TO LIP
DOWN CURB AND GUTTER
602-3
602-3
602-3
602-3
602-3
100-1
100-1
100-1 100-1
100-1
100-1
706-D1
SNOW STORAGE
SNOW STORAGE
SNOW STORAGE
CONNECT TO EXISTING WATER SERVICE
STUBS. CONTRACTOR TO VERIFY LOCATION
AND ELEVATION BEFORE CONSTRUCTION
504-4
404-1
401-6
DUMPSTER ENCLOSURE PER
REXBURG STANDARDS
402-8
402-8
401-8.8.8 CAP FOR FUTURE USE401-8
401-8
401-8
602-3
502-1CONNECT EXISTING SEWER STUB TO MANHOLE
100-1
502-1
FUEL PUMP CANOPY
FUEL PUMPS
602-3
3/4" WATER HYDRANT
SUPPLY LINE
100-1
ADA COMPLIANT RAMP
ADA COMPLIANT RAMP
ADA COMPLIANT RAMP
STUB AND CAP FOR FUTURE USE
STUB AND CAP FOR FUTURE USE
501-8 501-8501-8
CONCRETE PAD FOR SHUTOFF, AIR,
AND WATER HYDRANT. SEE
ARCHITECT PLANS FOR DETAIL
SOIL AND GREASE
INTERCEPTOR
4" IRRIGATION
SLEEVE
CONCRETE PAD FOR SHUTOFF SEE
ARCHITECT PLANS FOR DETAIL
CONCRETE PAD FOR REMOTE
DEF SEE ARCHITECT PLANS
FOR DETAIL
BOLLARDS
SEE ARCHITECTURE
DRAWING FOR DETAILS
SIGN SEE MECHANICAL
PLANS FOR DETAILS
4" IRRIGATION
SLEEVE
2'' CONDUIT
6" CONDUIT
2'' CONDUIT
6" CONDUITSIGN
PROPOSED CONDUIT
PROPOSED CONDUIT
TRANSFORMER SEE ELECTRICAL PLAN
FOR DETAILS
BOLLARDS
SEE ARCHITECTURE
DRAWING FOR DETAILS
BALLARDS
SEE ARCHITECTURE
DRAWING FOR DETAILS
RETAIN AND PROTECT
EXISTING FIRE HYDRANT
RETAIN AND PROTECT
EXISTING FIRE HYDRANT
SIGN SEE MECHANICAL
PLANS FOR DETAILS
TRANSFORMER SEE
ELECTRICAL PLANS FOR
DETAILS
BOLLARDS
SEE ARCHITECTURE
DRAWING FOR DETAILS