HomeMy WebLinkAboutUTILITY PLANS - 18-00469 - Thomson Farms the Grove - ClubhouseEE
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FF=4877.45
FF=4875.90
FF=4876.25
FF=4876.45
FF=4876.85
FF=4876.60
FF=4876.65
FF=4877.94
FF=4876.80
POOL &
HOT TUB
CLUBHOUSE
LINDEN:
BUILDING 11
TYPE-A (30 UNITS)
ALDERWOOD:
BUILDING 1
TYPE-A (30 UNITS)
PONDERODSA:
BUILDING 2
TYPE-A (30 UNITS)
WHITEPINE:
BUILDING 3
TYPE-B (20 UNITS)
MAPLEWOOD:
BUILDING 9
TYPE-A (30 UNITS)
BIRCHWOOD:
BUILDING 10
TYPE-A (30 UNITS)
HAWTHORN:
BUILDING 7
TYPE-A (30 UNITS)
HAZELWOOD:
BUILDING 4
TYPE-B (20 UNITS)
HEMLOCK:
BUILDING 8
TYPE-A (30 UNITS)
BLACKOAK:
BUILDING 5
TYPE-B (20 UNITS)
HICKORY:
BUILDING 6
TYPE-A (30 UNITS)
CO
BARN
SS
SS
SS
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SS
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
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FF=4876.40
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1
THOMSON FARMS ROA
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STEGELMEIER LANE
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PHASE 2
PHASE 3
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PHASE 3
FUTURE
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1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
3.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND
SPECIFICATIONS.
4.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND
SPECIFICATIONS.
6.DEFLECT OR LOOP ALL WATERLINES TO AVOID CONFLICTS WITH OTHER UTILITIES PER GOVERNING AGENCY'S
STANDARDS AND SPECIFICATIONS.
7.PROJECT SHALL COMPLY WITH ALL IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION DRINKING
WATER RULES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO, THOSE PERTAINING TO BACKFLOW
PROTECTION AND CROSS CONNECTION PREVENTION.
8.THE CONTRACTOR IS TO COORDINATE ALL UTILITIES WITH MECHANICAL/PLUMBING PLANS.
9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING UTILITY STRUCTURES
OR PIPES.
10.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
SEE LANDSCAPE/MECHANICAL PLANS FOR IRRIGATION POINT OF CONNECTION LOCATIONS.
GENERAL NOTES
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.CO
E N S I G N
THE STANDARD IN ENGINEERING
7835A
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REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
8/31/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what'sbelow.
before you dig.Call
R FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.80
80 40 80 160 C-500
OVERALL UTILITY
PLAN
WV
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EXIST. SSMH #104EX
RIM=4875.04
FL(OUT-SW)=4862.72
FL(IN-E)=4862.72
EXIST. 12" SAN SWR
402.93 L.F. @ 0.24% SLOPE
EXIST. 8" SAN SWR
369.01 L.F. @ 0.68% SLOPE
D
S
D
SD
SD
EXIST 12" WATER LINE
EXIST 12" WATER LINE
INSTALL 10" CL-52
D.I. WATER LINE
INSTALL 8" CL-52
D.I. WATER LINE
INSTALL 8" CL-52
D.I. WATER LINE
INSTALL 45° BEND
INSTALL 11.25° BEND
INSTALL 12"x10" TEE WITH (2)
12" BUTTERFLY VALVES AND
(1) 10" GATE VALVE
CONNECT TO EXISTING
WATER LINE
INSTALL 11.25° BEND
INSTALL 22.5° BEND
8
4
10
10
10
OLD
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1
9
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PH
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3
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1
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3
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SD
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
3.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND
SPECIFICATIONS.
4.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND
SPECIFICATIONS.
6.DEFLECT OR LOOP ALL WATERLINES TO AVOID CONFLICTS WITH OTHER UTILITIES PER GOVERNING AGENCY'S
STANDARDS AND SPECIFICATIONS.
7.PROJECT SHALL COMPLY WITH ALL IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION DRINKING
WATER RULES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO, THOSE PERTAINING TO BACKFLOW
PROTECTION AND CROSS CONNECTION PREVENTION.
8.THE CONTRACTOR IS TO COORDINATE ALL UTILITIES WITH MECHANICAL/PLUMBING PLANS.
9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING UTILITY STRUCTURES
OR PIPES.
10.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
12.SEE LANDSCAPE/MECHANICAL PLANS FOR IRRIGATION POINT OF CONNECTION LOCATIONS.
GENERAL NOTES
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
6" SDR-35 PVC SANITARY SEWER LATERAL, INCLUDING CLEANOUTS.
CONNECT TO EXISTING SEWER MAIN PER GOVERNING AGENCY'S STANDARDS AND
SPECIFICATIONS.
2" POLY LATERAL WITH 2" CULINARY WATER METER. 2 1/2" LATERAL EXTENDING FROM METER
TO BUILDING PER REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404.
4" CL-52 D.I. FIRE LINE.
ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR
FUTURE WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE.
SEE MECHANICAL PLANS FOR CONTINUATION.
GAS LINE PER INTERMOUNTAIN GAS STANDARDS (SHOWN FOR REFERENCE ONLY).
BLIND FLANGE ON VALVE FOR FUTURE CONNECTION.
RELOCATED POWER POLE AND OVERHEAD POWER LINE BY LOCAL POWER COMPANY.
ROTATE MANHOLE LID TO FURTHEST POSITION FROM CURB AND GUTTER FLOW LINE (EITHER
DIRECTION).
FIRE DEPARTMENT CONNECTION (SEE PLUMMING DRAWINGS).
7
8
9
1
2
3
4
5
6
10
11
12
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.CO
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
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H
Y
E
L
L
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W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
8/31/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what'sbelow.
before you dig.Call
R FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-501
UTILITY PLAN
SEE DRAWING C-503SEE DRAWING C-503
SE
E
D
R
A
W
I
N
G
C
-
5
0
2
SE
E
D
R
A
W
I
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G
C
-
5
0
2
KEYMAP
NOT TO SCALE
EE
GV
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EXIST BLG
EXIST BLG
EXIST BLG
EXIST BLG EXIST BLG
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INSTALL 4' SSMH #122
RIM=4875.15
FL(OUT-E)=4866.46
EXIST. SSMH #105EX
RIM=4874.84
FL(IN-E)=4865.24
FL(OUT-W)=4865.24
FL(IN-S)=4865.74
INSTALL 5' SSMH #121
RIM=4874.88
FL(OUT-N)=4866.10
FL(IN-W)=4866.20
INSTALL 5' SSMH #125
RIM=4874.94
FL(IN-E)=4866.37
FL(OUT-W)=4866.37
FL(IN-S)=4866.87
EXIST. 8" SAN SWR
52.74 L.F. @ 0.36% SLOPE
EXIST. 8" SAN SWR
369.01 L.F. @ 0.68% SLOPE
EXIST. 8" SAN SWR
309.21 L.F. @ 0.36% SLOPE
INSTALL 8" SDR-35 PVC-SAN SWR
341.81 L.F. @ 0.40% SLOPE
INSTALL 8" SDR-35 PVC-SAN SWR
90.43 L.F. @ 0.40% SLOPE
INSTALL 8" SDR-35 PVC-SAN SWR
65.74 L.F. @ 0.40% SLOPE
2
1
1
22
INSTALL 10" CL-52
D.I. WATER LINE
INSTALL 8" CL-52
D.I. WATER LINE
INSTALL 10"x8" TEE WITH (2)
10" GATE VALVES AND (1) 8"
GATE VALVE
4
INSTALL 10" CL-52
D.I. WATER LINE
INSTALL 10" CL-52
D.I. WATER LINE
INSTALL 10" TEE WITH
(3) 10" GATE VALVES
4
INSTALL 10"
GATE VALVE
3
7
3
9
9
54
INSTALL 8" TEE WITH
(3) 8" GATE VALVES
INSTALL 8" CL-52
D.I. WATER LINE
INSTALL 8" CL-52
D.I. WATER LINE
INSTALL 8" CL-52
D.I. WATER LINE
5
8
8
8
ST
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B
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STEGELMEIER LANE
8
PHASE 3
FUTURE
PH
A
S
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3
FU
T
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11
11
S
D
S
D
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
3.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND
SPECIFICATIONS.
4.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND
SPECIFICATIONS.
6.DEFLECT OR LOOP ALL WATERLINES TO AVOID CONFLICTS WITH OTHER UTILITIES PER GOVERNING AGENCY'S
STANDARDS AND SPECIFICATIONS.
7.PROJECT SHALL COMPLY WITH ALL IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION DRINKING
WATER RULES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO, THOSE PERTAINING TO BACKFLOW
PROTECTION AND CROSS CONNECTION PREVENTION.
8.THE CONTRACTOR IS TO COORDINATE ALL UTILITIES WITH MECHANICAL/PLUMBING PLANS.
9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING UTILITY STRUCTURES
OR PIPES.
10.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
12.SEE LANDSCAPE/MECHANICAL PLANS FOR IRRIGATION POINT OF CONNECTION LOCATIONS.
GENERAL NOTES
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
6" SDR-35 PVC SANITARY SEWER LATERAL, INCLUDING CLEANOUTS.
CONNECT TO EXISTING SEWER MAIN PER GOVERNING AGENCY'S STANDARDS AND
SPECIFICATIONS.
2" POLY LATERAL WITH 2" CULINARY WATER METER. 2 1/2" LATERAL EXTENDING FROM METER
TO BUILDING PER REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404.
4" CL-52 D.I. FIRE LINE.
ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR
FUTURE WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE.
SEE MECHANICAL PLANS FOR CONTINUATION.
GAS LINE PER INTERMOUNTAIN GAS STANDARDS (SHOWN FOR REFERENCE ONLY).
BLIND FLANGE ON VALVE FOR FUTURE CONNECTION.
RELOCATED POWER POLE AND OVERHEAD POWER LINE BY LOCAL POWER COMPANY.
ROTATE MANHOLE LID TO FURTHEST POSITION FROM CURB AND GUTTER FLOW LINE (EITHER
DIRECTION).
FIRE DEPARTMENT CONNECTION (SEE PLUMMING DRAWINGS).
7
8
9
1
2
3
4
5
6
10
11
12
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.CO
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
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R
T
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Y
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L
L
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N
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H
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B
U
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,
I
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O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
8/31/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what'sbelow.
before you dig.Call
R FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-502
UTILITY PLAN
SEE DRAWING C-504SEE DRAWING C-504
SE
E
D
R
A
W
I
N
G
C
-
5
0
1
SE
E
D
R
A
W
I
N
G
C
-
5
0
1
KEYMAP
NOT TO SCALE
WV
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
H Y D
W
W
W
W
W
W
W
W
H Y D
W
W
SS
SS
SS
SS
WW
W
W
W
W
SS
SS
SS
SS
SS
SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
FF=4876.45
FF=4876.80
MAPLEWOOD:
BUILDING 9
TYPE-A (30 UNITS)
BIRCHWOOD:
BUILDING 10
TYPE-A (30 UNITS)
CO
CO
H Y D
WV
WV
WV
WV
WV
WV
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
FDC
F
D
C
W
V
H
YD
OLD
U
.
S
.
H
I
G
H
W
A
Y
1
9
1
D
D
S
D
S
D
S
D
S
D
S
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S
S
S
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
1
7
INSTALL 8" SDR-35 PVC-SAN SWR
218.57 L.F. @ 0.40% SLOPE
INSTALL 5' SSMH #109
RIM=4873.80
FL(IN-NE)=4863.15
FL(IN-SE)=4863.15
FL(OUT-SW)=4863.05
INSTALL 8" SDR-35 PVC-SAN SWR
202.50 L.F. @ 0.40% SLOPE
INSTALL 8" SDR-35 PVC-SAN SWR
223.08 L.F. @ 0.40% SLOPE
1
7
EXIST. 12" SAN SWR
402.93 L.F. @ 0.24% SLOPE
EXIST. 12" SAN SWR
316.78 L.F. @ 0.18% SLOPE
EXIST. SSMH #103EX
RIM=4874.02
FL(IN-NE)=4861.74
FL(OUT-SW)=4861.74
EXIST 12" WATER LINE
INSTALL 8" CL-52
D.I. WATER LINE
INSTALL 90° BEND
INSTALL 12"x8" TEE WITH (2)
12" BUTTERFLY VALVES AND
(1) 8" GATE VALVE
CONNECT TO EXISTING
WATER LINE
INSTALL 22.5° BEND
3
5
7
7
3
5
EXIST 12" WATER LINE
4
INSTALL 8" CL-52
D.I. WATER LINE
INSTALL 8" CL-52
D.I. WATER LINE
INSTALL 22.5° BEND
4
INSTALL 8" CROSS WITH
8" GATE VALVE
INSTALL 8" CL-52
D.I. WATER LINE
9
8
8
PHA
S
E
1
PH
A
S
E
3
INSTALL 4' SSMH #110
RIM=4874.81
FL(OUT-SW)=4864.0210
10
10
PH
A
S
E
3
PH
A
S
E
1
4
SD
SD
SD
SD
12
12
4
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
3.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND
SPECIFICATIONS.
4.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND
SPECIFICATIONS.
6.DEFLECT OR LOOP ALL WATERLINES TO AVOID CONFLICTS WITH OTHER UTILITIES PER GOVERNING AGENCY'S
STANDARDS AND SPECIFICATIONS.
7.PROJECT SHALL COMPLY WITH ALL IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION DRINKING
WATER RULES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO, THOSE PERTAINING TO BACKFLOW
PROTECTION AND CROSS CONNECTION PREVENTION.
8.THE CONTRACTOR IS TO COORDINATE ALL UTILITIES WITH MECHANICAL/PLUMBING PLANS.
9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING UTILITY STRUCTURES
OR PIPES.
10.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
12.SEE LANDSCAPE/MECHANICAL PLANS FOR IRRIGATION POINT OF CONNECTION LOCATIONS.
GENERAL NOTES
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
6" SDR-35 PVC SANITARY SEWER LATERAL, INCLUDING CLEANOUTS.
CONNECT TO EXISTING SEWER MAIN PER GOVERNING AGENCY'S STANDARDS AND
SPECIFICATIONS.
2" POLY LATERAL WITH 2" CULINARY WATER METER. 2 1/2" LATERAL EXTENDING FROM METER
TO BUILDING PER REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404.
4" CL-52 D.I. FIRE LINE.
ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR
FUTURE WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE.
SEE MECHANICAL PLANS FOR CONTINUATION.
GAS LINE PER INTERMOUNTAIN GAS STANDARDS (SHOWN FOR REFERENCE ONLY).
BLIND FLANGE ON VALVE FOR FUTURE CONNECTION.
RELOCATED POWER POLE AND OVERHEAD POWER LINE BY LOCAL POWER COMPANY.
ROTATE MANHOLE LID TO FURTHEST POSITION FROM CURB AND GUTTER FLOW LINE (EITHER
DIRECTION).
FIRE DEPARTMENT CONNECTION (SEE PLUMMING DRAWINGS).
7
8
9
1
2
3
4
5
6
10
11
12
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.CO
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
8/31/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what'sbelow.
before you dig.Call
R FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-503
UTILITY PLAN
SEE DRAWING C-501SEE DRAWING C-501
SE
E
D
R
A
W
I
N
G
C
-
5
0
4
SE
E
D
R
A
W
I
N
G
C
-
5
0
4
SEE DRAWING C-506SEE DRAWING C-506
KEYMAP
NOT TO SCALE
SE
E
D
R
A
W
I
N
G
C
-
5
0
5
WV
WV
WV
H Y
D
GG
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
H
Y
D
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WV
SS
SS
S
S
S
S
SS
GGG
W
W
W
G
G
G
S
S
S
S
S
S
S
S
W
WWW
W
GGGG
WWWW
W
FF=4877.45
FF=4876.85
FF=4877.94
POOL &
HOT TUB
ALDERWOOD:
BUILDING 1
TYPE-A (30 UNITS)
PONDERODSA:
BUILDING 2
TYPE-A (30 UNITS)
WHITEPINE:
BUILDING 3
TYPE-B (20 UNITS)
BARN
CO
SSSSSSSSSSSS
CO
CO
CO
FF=4876.40
H
Y
D
WV
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S
D
S
D
S
D
S
D
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
F
D
C
FD
C
FDC
FDC
D
D
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S
D
S
D
SD
SD
SD
S
D
SD
S
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
INSTALL 4' SSMH #126
RIM=4876.34
FL(OUT-N)=4868.24
FL(IN-E)=4868.29
PLUG, CAP, AND MARK FOR
FUTURE CONNECTION #127
RIM=4869.09
FL(OUT-W)=4868.37
INSTALL 8" SDR-35 PVC-SAN SWR
341.81 L.F. @ 0.40% SLOPE
INSTALL 8" SDR-35 PVC-SAN SWR
20.00 L.F. @ 0.40% SLOPE
1
1
7
7
INSTALL 8" CL-52
D.I. WATER LINE
INSTALL 8" CL-52
D.I. WATER LINE
3
5
7
7
7
5
5
3
3
4
4
8
8
INSTALL 8" CL-52
D.I. WATER LINE
ST
O
N
E
B
R
I
D
G
E
S
T
R
E
E
T
PH
A
S
E
3
FU
T
U
R
E
PH
A
S
E
2
FU
T
U
R
E
PHASE 3
PHASE 2
PHASE 3
PHASE 2
P
H
A
S
E
2
P
H
A
S
E
1
8
8
FUTURE WATER
LINE
FUTURE WATER
LINE
SD
SD
S
D
S
D
S
D
S
D
12
12
12
12
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
3.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND
SPECIFICATIONS.
4.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND
SPECIFICATIONS.
6.DEFLECT OR LOOP ALL WATERLINES TO AVOID CONFLICTS WITH OTHER UTILITIES PER GOVERNING AGENCY'S
STANDARDS AND SPECIFICATIONS.
7.PROJECT SHALL COMPLY WITH ALL IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION DRINKING
WATER RULES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO, THOSE PERTAINING TO BACKFLOW
PROTECTION AND CROSS CONNECTION PREVENTION.
8.THE CONTRACTOR IS TO COORDINATE ALL UTILITIES WITH MECHANICAL/PLUMBING PLANS.
9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING UTILITY STRUCTURES
OR PIPES.
10.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
12.SEE LANDSCAPE/MECHANICAL PLANS FOR IRRIGATION POINT OF CONNECTION LOCATIONS.
GENERAL NOTES
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
6" SDR-35 PVC SANITARY SEWER LATERAL, INCLUDING CLEANOUTS.
CONNECT TO EXISTING SEWER MAIN PER GOVERNING AGENCY'S STANDARDS AND
SPECIFICATIONS.
2" POLY LATERAL WITH 2" CULINARY WATER METER. 2 1/2" LATERAL EXTENDING FROM METER
TO BUILDING PER REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404.
4" CL-52 D.I. FIRE LINE.
ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR
FUTURE WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE.
SEE MECHANICAL PLANS FOR CONTINUATION.
GAS LINE PER INTERMOUNTAIN GAS STANDARDS (SHOWN FOR REFERENCE ONLY).
BLIND FLANGE ON VALVE FOR FUTURE CONNECTION.
RELOCATED POWER POLE AND OVERHEAD POWER LINE BY LOCAL POWER COMPANY.
ROTATE MANHOLE LID TO FURTHEST POSITION FROM CURB AND GUTTER FLOW LINE (EITHER
DIRECTION).
FIRE DEPARTMENT CONNECTION (SEE PLUMMING DRAWINGS).
7
8
9
1
2
3
4
5
6
10
11
12
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.CO
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
8/31/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what'sbelow.
before you dig.Call
R FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-504
UTILITY PLAN
SEE DRAWING C-507SEE DRAWING C-507
SE
E
D
R
A
W
I
N
G
C
-
5
0
3
SE
E
D
R
A
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I
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5
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3
SEE DRAWING C-502SEE DRAWING C-502
KEYMAP
NOT TO SCALE
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
WV
WV
WV
OHP
OHP
OHP
OHP
OHP
OHP
OHP
O
OHP
OHP
OHP
OHP
D
D
SD
SD
SD
SD
SD
S
S
ss
ss
ss
ss
ss
ss
ss
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ss
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ss
ss
ss
ss
ss
ss
ss
ss
SS
SS
SS
EXIST. 12" SAN SWR
316.78 L.F. @ 0.18% SLOPE
INSTALL 5' SSMH #107
RIM=4873.67
FL(IN-NE)=4861.16
FL(OUT-SW)=4861.16
FL(IN-SE)=4861.66
INSTALL 12" SDR-35 PVC-SAN SWR
139.76 L.F. @ 0.22% SLOPE
EXIST. 12" SAN SWR
80.65 L.F. @ 0.18% SLOPE
EXIST. SSMH #102EX
RIM=4874.11
FL(IN-NE)=4861.01
FL(OUT-SW)=4861.01
EXIST. 12" SAN SWR
397.95 L.F. @ 0.24% SLOPE
2
INSTALL 12"x10" TEE WITH (2)
12" BUTTERFLY VALVES AND
(1) 10" GATE VALVE
CONNECT TO EXISTING
WATER LINE
EXIST 12" WATER LINE
OLD
U
.
S
.
H
I
G
H
W
A
Y
1
9
1
PHA
S
E
1
FU
T
U
R
E
10
10
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
3.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND
SPECIFICATIONS.
4.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND
SPECIFICATIONS.
6.DEFLECT OR LOOP ALL WATERLINES TO AVOID CONFLICTS WITH OTHER UTILITIES PER GOVERNING AGENCY'S
STANDARDS AND SPECIFICATIONS.
7.PROJECT SHALL COMPLY WITH ALL IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION DRINKING
WATER RULES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO, THOSE PERTAINING TO BACKFLOW
PROTECTION AND CROSS CONNECTION PREVENTION.
8.THE CONTRACTOR IS TO COORDINATE ALL UTILITIES WITH MECHANICAL/PLUMBING PLANS.
9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING UTILITY STRUCTURES
OR PIPES.
10.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
12.SEE LANDSCAPE/MECHANICAL PLANS FOR IRRIGATION POINT OF CONNECTION LOCATIONS.
GENERAL NOTES
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
6" SDR-35 PVC SANITARY SEWER LATERAL, INCLUDING CLEANOUTS.
CONNECT TO EXISTING SEWER MAIN PER GOVERNING AGENCY'S STANDARDS AND
SPECIFICATIONS.
2" POLY LATERAL WITH 2" CULINARY WATER METER. 2 1/2" LATERAL EXTENDING FROM METER
TO BUILDING PER REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404.
4" CL-52 D.I. FIRE LINE.
ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR
FUTURE WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE.
SEE MECHANICAL PLANS FOR CONTINUATION.
GAS LINE PER INTERMOUNTAIN GAS STANDARDS (SHOWN FOR REFERENCE ONLY).
BLIND FLANGE ON VALVE FOR FUTURE CONNECTION.
RELOCATED POWER POLE AND OVERHEAD POWER LINE BY LOCAL POWER COMPANY.
ROTATE MANHOLE LID TO FURTHEST POSITION FROM CURB AND GUTTER FLOW LINE (EITHER
DIRECTION).
FIRE DEPARTMENT CONNECTION (SEE PLUMMING DRAWINGS).
7
8
9
1
2
3
4
5
6
10
11
12
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.CO
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
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S
O
N
F
A
R
M
S
47
2
N
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Y
E
L
L
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T
O
N
E
H
W
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RE
X
B
U
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,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
8/31/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what'sbelow.
before you dig.Call
R FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-505
UTILITY PLAN
SEE DRAWING C-508SEE DRAWING C-508
SE
E
D
R
A
W
I
N
G
C
-
5
0
6
SE
E
D
R
A
W
I
N
G
C
-
5
0
6
SE
E
D
R
A
W
I
N
G
C
-
5
0
3
KEYMAP
NOT TO SCALE
w
w
w
w
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W
W
W
W
H
Y
D
W
W
WV
WV
WV
WVWV
WV
WV
H
Y
D
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
W
W
W
W
W
W
G
G
G
G
G
G
G
G
G
FF=4876.25
FF=4876.60
HAWTHORN:
BUILDING 7
TYPE-A (30 UNITS)
HEMLOCK:
BUILDING 8
TYPE-A (30 UNITS)
CO
CO
WV
H
Y
D
SS
SS
SS
SS
SS
SS
OHP
OHP
OHP
OHP
OHP
OHP
SS
SS
SS
SS
SS
SS
SS
SS
SS
CO
W
W
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
D
SD
SD
D
SD
SD
SD
SD
SD
FDC
FDC
D
D
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S
S
S
S
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
INSTALL 5' SSMH #108
RIM=4875.21
FL(IN-SE)=4862.02
FL(OUT-NW)=4861.97
FL(IN-NE)=4862.24
INSTALL 4' SSMH #113
RIM=4875.01
FL(IN-SE)=4862.56
FL(OUT-NW)=4862.51
INSTALL 4' SSMH #111
RIM=4874.49
FL(OUT-NW)=4864.04
FL(IN-E)=4864.09
INST
A
L
L
1
2
"
S
D
R
-
3
5
P
V
C
-
S
A
N
S
W
R
2
6
4
.
1
6
L
.
F
.
@
0
.
2
2
%
S
L
O
P
E
INS
T
A
L
L
1
2
"
S
D
R
-
3
5
P
V
C
-
S
A
N
S
W
R
2
2
3
.
0
8
L
.
F
.
@
0
.
2
2
%
S
L
O
P
E
INS
T
A
L
L
8
"
S
D
R
-
3
5
P
V
C
-
S
A
N
S
W
R
2
2
3
.
0
8
L
.
F
.
@
0
.
4
0
%
S
L
O
P
E
INSTALL 8" SDR-35 PVC-SAN SWR
270.29 L.F. @ 0.40% SLOPE
INSTALL 12" SDR-35 PVC-SAN SWR
139.76 L.F. @ 0.22% SLOPE
IN
S
T
A
L
L
8
"
S
D
R
-
3
5
P
V
C
-
S
A
N
S
W
R
2
0
2
.
5
0
L
.
F
.
@
0
.
4
0
%
S
L
O
P
E
1
1
7
7
INSTALL 4' SSMH #114
RIM=4874.58
FL(IN-E)=4863.19
FL(OUT-NW)=4863.14
INSTALL 8" CL-52
D.I. WATER LINE
INSTALL 12"x10" TEE WITH (2)
12" BUTTERFLY VALVES AND
(1) 10" GATE VALVE
CONNECT TO EXISTING
WATER LINE
7
3
5
4INSTALL 8" CL-52
D.I. WATER LINE
INSTALL 8" CL-52
D.I. WATER LINE
7
3
5
4
6
INSTALL 8" CL-52
D.I. WATER LINE
INSTALL 10"x8" CROSS WITH
(2) 10" GATE VALVES AND (2)
8" GATE VALVE
INSTALL 10" CL-52
D.I. WATER LINE
INSTALL 10" CL-52
D.I. WATER LINE
8OL
D
U
.
S
.
H
I
G
H
W
A
Y
1
9
1
PHA
S
E
1
FUT
U
R
E
TH
O
M
S
O
N
F
A
R
M
S
R
O
A
D
1
D
SD
SD
SD
SD
SD
12
12
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
3.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND
SPECIFICATIONS.
4.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND
SPECIFICATIONS.
6.DEFLECT OR LOOP ALL WATERLINES TO AVOID CONFLICTS WITH OTHER UTILITIES PER GOVERNING AGENCY'S
STANDARDS AND SPECIFICATIONS.
7.PROJECT SHALL COMPLY WITH ALL IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION DRINKING
WATER RULES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO, THOSE PERTAINING TO BACKFLOW
PROTECTION AND CROSS CONNECTION PREVENTION.
8.THE CONTRACTOR IS TO COORDINATE ALL UTILITIES WITH MECHANICAL/PLUMBING PLANS.
9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING UTILITY STRUCTURES
OR PIPES.
10.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
12.SEE LANDSCAPE/MECHANICAL PLANS FOR IRRIGATION POINT OF CONNECTION LOCATIONS.
GENERAL NOTES
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
6" SDR-35 PVC SANITARY SEWER LATERAL, INCLUDING CLEANOUTS.
CONNECT TO EXISTING SEWER MAIN PER GOVERNING AGENCY'S STANDARDS AND
SPECIFICATIONS.
2" POLY LATERAL WITH 2" CULINARY WATER METER. 2 1/2" LATERAL EXTENDING FROM METER
TO BUILDING PER REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404.
4" CL-52 D.I. FIRE LINE.
ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR
FUTURE WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE.
SEE MECHANICAL PLANS FOR CONTINUATION.
GAS LINE PER INTERMOUNTAIN GAS STANDARDS (SHOWN FOR REFERENCE ONLY).
BLIND FLANGE ON VALVE FOR FUTURE CONNECTION.
RELOCATED POWER POLE AND OVERHEAD POWER LINE BY LOCAL POWER COMPANY.
ROTATE MANHOLE LID TO FURTHEST POSITION FROM CURB AND GUTTER FLOW LINE (EITHER
DIRECTION).
FIRE DEPARTMENT CONNECTION (SEE PLUMMING DRAWINGS).
7
8
9
1
2
3
4
5
6
10
11
12
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.CO
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
8/31/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what'sbelow.
before you dig.Call
R FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-506
UTILITY PLAN
SEE DRAWING C-503SEE DRAWING C-503
SE
E
D
R
A
W
I
N
G
C
-
5
0
7
SE
E
D
R
A
W
I
N
G
C
-
5
0
7
SE
E
D
R
A
W
I
N
G
C
-
5
0
5
SE
E
D
R
A
W
I
N
G
C
-
5
0
5
SE
E
D
R
A
W
I
N
G
C
-
5
0
8
KEYMAP
NOT TO SCALE
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
3.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND
SPECIFICATIONS.
4.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND
SPECIFICATIONS.
6.DEFLECT OR LOOP ALL WATERLINES TO AVOID CONFLICTS WITH OTHER UTILITIES PER GOVERNING AGENCY'S
STANDARDS AND SPECIFICATIONS.
7.PROJECT SHALL COMPLY WITH ALL IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION DRINKING
WATER RULES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO, THOSE PERTAINING TO BACKFLOW
PROTECTION AND CROSS CONNECTION PREVENTION.
8.THE CONTRACTOR IS TO COORDINATE ALL UTILITIES WITH MECHANICAL/PLUMBING PLANS.
9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING UTILITY STRUCTURES
OR PIPES.
10.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
12.SEE LANDSCAPE/MECHANICAL PLANS FOR IRRIGATION POINT OF CONNECTION LOCATIONS.
GENERAL NOTES
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
6" SDR-35 PVC SANITARY SEWER LATERAL, INCLUDING CLEANOUTS.
CONNECT TO EXISTING SEWER MAIN PER GOVERNING AGENCY'S STANDARDS AND
SPECIFICATIONS.
2" POLY LATERAL WITH 2" CULINARY WATER METER. 2 1/2" LATERAL EXTENDING FROM METER
TO BUILDING PER REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404.
4" CL-52 D.I. FIRE LINE.
ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR
FUTURE WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE.
SEE MECHANICAL PLANS FOR CONTINUATION.
GAS LINE PER INTERMOUNTAIN GAS STANDARDS (SHOWN FOR REFERENCE ONLY).
BLIND FLANGE ON VALVE FOR FUTURE CONNECTION.
RELOCATED POWER POLE AND OVERHEAD POWER LINE BY LOCAL POWER COMPANY.
ROTATE MANHOLE LID TO FURTHEST POSITION FROM CURB AND GUTTER FLOW LINE (EITHER
DIRECTION).
FIRE DEPARTMENT CONNECTION (SEE PLUMMING DRAWINGS).
7
8
9
1
2
3
4
5
6
10
11
12
WV
G G
G G GGGGGGGGGGGGGGG
G
G
G
G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WV WV
WV
WV
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W
V
H
Y
D
HY D
WV
WV
WV
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
H
Y
D
W
W
W
W
W
W
W
W
W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
WV
W
W
W
W
W
W
W
W W W W W W W W W W W W
FF=4876.40
SS SS
SS SS
SS
SSSSSSSSSSSS
G
W
G
G
G
G
W
W
W
W
W
W
SS
SS
SS
GGG
G
G
G
G
G
G
G
G
G G G
FF=4876.00
FF=4876.12
FF=4875.90
FF=4876.65
CLUBHOUSE
LINDEN:
BUILDING 11
TYPE-A (30 UNITS)
HAZELWOOD:
BUILDING 4
TYPE-B (20 UNITS)
BLACKOAK:
BUILDING 5
TYPE-B (20 UNITS)
HICKORY:
BUILDING 6
TYPE-A (30 UNITS)
CO
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
CO
CO
CO
CO
WV
H
Y
D
SS
SS
CO
G
G
W
WW
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
S
D
S
D
SD SD
SD
SD
SD
SD
FDC
FDC
F
D
C
D
D
D
S
D
S
D
SD
S
D
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDSDSD
SD
S
S
S
S
S SSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
INSTALL 4' SSMH #112
RIM=4874.49
FL(OUT-W)=4865.17
INSTALL 5' SSMH #116
RIM=4874.99
FL(IN-E)=4865.11
FL(OUT-W)=4864.31
FL(IN-S)=4865.11
FL(IN-N)=4865.11
INSTALL 4' SSMH #119
RIM=4874.71
FL(OUT-S)=4866.45
FL(IN-E)=4866.50
INSTALL 4' SSMH #115
RIM=4874.23
FL(IN-E)=4863.82
FL(OUT-W)=4863.77
PLUG, CAP, AND MARK FOR
FUTURE CONNECTION #118
RIM=4865.92
FL(OUT-N)=4865.19
PLUG, CAP, AND MARK FOR
FUTURE CONNECTION #120
RIM=4867.30
FL(OUT-W)=4866.58
PLUG, CAP, AND MARK FOR
FUTURE CONNECTION #117
RIM=4866.07
FL(OUT-W)=4865.17
INSTALL 10" SDR-35 PVC-SAN SWR
20.00 L.F. @ 0.28% SLOPE
INSTALL 12" SDR-35 PVC-SAN SWR 224.23 L.F. @ 0.22% SLOPE
INSTALL 12" SDR-
3
5
P
V
C
-
S
A
N
S
W
R
2
6
4
.
1
6
L
.
F
.
@
0
.
2
2
%
S
L
O
P
E
INSTALL 8" SDR-35 PVC-SAN SWR
270.29 L.F. @ 0.40% SLOPE
INSTALL 8" SDR-35 PVC-SAN SWR
20.00 L.F. @ 0.40% SLOPE
INSTALL 8" SDR-35 PVC-SAN SWR
20.00 L.F. @ 0.40% SLOPE
IN
S
T
A
L
L
8
"
S
D
R
-
3
5
P
V
C
-
S
A
N
S
W
R
3
3
3
.
9
8
L
.
F
.
@
0
.
4
0
%
S
L
O
P
E
1
7
1
7
1
7
7
7
1
1
INSTALL 8" CL-52
D.I. WATER LINE
INSTALL 90° BEND
INSTALL 10" CROSS
WITH (2) 10" GATE
VALVES
INSTALL 8" CL-52
D.I. WATER LINE
INSTALL 8" CL-52
D.I. WATER LINE
INSTALL 8" CL-52
D.I. WATER LINE
INSTALL 10" CL-52
D.I. WATER LINE
INSTALL 10" CL-52
D.I. WATER LINE
4
6
3
5
35
4
7
7
3
7
75
3
8
8
8
6
6
INSTALL 8" TEE WITH
(3) 8" GATE VALVES
INSTALL 8" GATE
VALVE 4
INSTALL 10"
GATE VALVE
INSTALL 10"
GATE VALVE
6
ST
O
N
E
B
R
I
D
G
E
S
T
R
E
E
T
PH
A
S
E
2
FU
T
U
R
E
THOMSON FARMS ROAD
PHASE 2
FUTURE
PH
A
S
E
1
PH
A
S
E
2
4
8
8
FUTURE WATER
LINE
FUTURE WATER
LINE
5
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
S
D
SD
SD
SD
SD
SD
12
12
12
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.CO
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
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S
O
N
F
A
R
M
S
47
2
N
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,
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REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
8/31/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what'sbelow.
before you dig.Call
R FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-507
UTILITY PLAN
SE
E
D
R
A
W
I
N
G
C
-
5
0
5
SE
E
D
R
A
W
I
N
G
C
-
5
0
5
SEE DRAWING C-504SEE DRAWING C-504
KEYMAP
NOT TO SCALE
WV
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
ohp
ohp
ohp
ohp
ohp
ohp
ohp
ohp
x
x
x
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
EXIST BLG
EXIST BLG
WV
W
V
H
Y
D
W
W
W
H Y D
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
D
SD
SD
SD
SD
SD
SD
S
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
EXIST. SSMH #101EX
RIM=4873.37
FL(IN-NE)=4860.04
FL(OUT-SW)=4860.04
EXIST. 12" SAN SWR
397.95 L.F. @ 0.24% SLOPE
EXIST. 12" SAN SWR
403.74 L.F. @ 0.23% SLOPE
4
EXIST 12" WATER LINE
EXIST 12" WATER LINE
OLD
U
.
S
.
H
I
G
H
W
A
Y
1
9
1
PH
A
S
E
1
FU
T
U
R
E
10
10
10
10
10
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS
BASED UPON RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. LOCATIONS
MAY NOT HAVE BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR
COMPLETENESS OF THE INFORMATION SHOWN. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXISTENCE AND LOCATION OF THE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE
FIELD BY LOCATING SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF THE CONTRACTOR'S
FAILURE TO VERIFY THE LOCATIONS OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION IN
THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED IN THE CONTRACT. THE
CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH THE EXISTING UTILITIES. THE CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE EXISTING UTILITIES AND UTILITY STRUCTURES THAT ARE TO
REMAIN. IF CONFLICTS WITH EXISTING UTILITIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
PRIOR TO CONSTRUCTION TO DETERMINE IF ANY FIELD ADJUSTMENTS SHOULD BE MADE.
3.ALL SANITARY SEWER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND
SPECIFICATIONS.
4.ALL WATER INFRASTRUCTURE TO BE INSTALLED PER REXBURG OR ISPWC STANDARD PLANS AND
SPECIFICATIONS.
6.DEFLECT OR LOOP ALL WATERLINES TO AVOID CONFLICTS WITH OTHER UTILITIES PER GOVERNING AGENCY'S
STANDARDS AND SPECIFICATIONS.
7.PROJECT SHALL COMPLY WITH ALL IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION DRINKING
WATER RULES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO, THOSE PERTAINING TO BACKFLOW
PROTECTION AND CROSS CONNECTION PREVENTION.
8.THE CONTRACTOR IS TO COORDINATE ALL UTILITIES WITH MECHANICAL/PLUMBING PLANS.
9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING UTILITY STRUCTURES
OR PIPES.
10.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
12.SEE LANDSCAPE/MECHANICAL PLANS FOR IRRIGATION POINT OF CONNECTION LOCATIONS.
GENERAL NOTES
SCOPE OF WORK:
PROVIDE, INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
REFERENCED, THE DETAILS NOTED, AND/OR AS SHOWN ON THE CONSTRUCTION DRAWINGS:
6" SDR-35 PVC SANITARY SEWER LATERAL, INCLUDING CLEANOUTS.
CONNECT TO EXISTING SEWER MAIN PER GOVERNING AGENCY'S STANDARDS AND
SPECIFICATIONS.
2" POLY LATERAL WITH 2" CULINARY WATER METER. 2 1/2" LATERAL EXTENDING FROM METER
TO BUILDING PER REXBURG STANDARDS.
FIRE HYDRANT ASSEMBLY COMPLETE PER ISPWC STANDARD DRAWING SD-404.
4" CL-52 D.I. FIRE LINE.
ENSURE (1) FULL PIPE LENGTH IS INSTALLED BEYOND VALVE. STUB, CAP AND MARK FOR
FUTURE WATER LINE CONNECTION. INSTALL TEMPORARY BLOW-OFF/WASHOUT VALVE.
SEE MECHANICAL PLANS FOR CONTINUATION.
GAS LINE PER INTERMOUNTAIN GAS STANDARDS (SHOWN FOR REFERENCE ONLY).
BLIND FLANGE ON VALVE FOR FUTURE CONNECTION.
RELOCATED POWER POLE AND OVERHEAD POWER LINE BY LOCAL POWER COMPANY.
ROTATE MANHOLE LID TO FURTHEST POSITION FROM CURB AND GUTTER FLOW LINE (EITHER
DIRECTION).
FIRE DEPARTMENT CONNECTION (SEE PLUMMING DRAWINGS).
7
8
9
1
2
3
4
5
6
10
11
12
CHECKED BYDRAWN BY
PROJECT NUMBER
FOR:
PROJECT MANAGER
PRINT DATE
PHONE:
CONTACT:
SALT LAKE CITY
45 W. 10000 S., Suite 500
Sandy, UT 84070
Phone: 801.255.0529
LAYTON
Phone: 801.547.1100
TOOELE
Phone: 435.843.3590
CEDAR CITY
Phone: 435.865.1453
RICHFIELD
Phone: 435.896.2983
WWW.ENSIGNENG.CO
E N S I G N
THE STANDARD IN ENGINEERING
7835A
TH
E
G
R
O
V
E
A
T
T
H
O
M
S
O
N
F
A
R
M
S
47
2
N
O
R
T
H
Y
E
L
L
O
W
S
T
O
N
E
H
W
Y
RE
X
B
U
R
G
,
I
D
A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
8/31/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.Know what'sbelow.
before you dig.Call
R FOUND MONUMENT AT THE SOUTHEAST
QUARTER OF SECTION 17,T6N, R40E,
BOISE B&M
ELEVATION = 4875.15
BENCHMARK
HORIZONTAL GRAPHIC SCALE
0
( IN FEET )
HORZ: 1 inch = ft.20
20 10 20 40 C-508
UTILITY PLAN
SEE DRAWING C-505SEE DRAWING C-505
SE
E
D
R
A
W
I
N
G
C
-
5
0
6
KEYMAP
NOT TO SCALE