HomeMy WebLinkAboutSITE PLANS 9/11/18 - 18-00315 - Approx. 1000 N Yellowstone Hwy - The Grove at Thomson Farms - 30 Unit Bldgx
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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)
BARN
FUTURE
DEVELOPMENT
FUTURE
DEVELOPMENT
FUTURE
DEVELOPMENT
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STEGELMEIER LANE
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FUTURE
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PHASE 3
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FUTURE
PHASE 2
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1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.SEE LANDSCAPE/ARCHITECTURAL PLANS FOR CONCRETE MATERIAL, COLOR, FINISH, AND SCORE PATTERNS
THROUGHOUT SITE.
4.ALL PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION OF THE M.U.T.C.D. (MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES).
5.ALL SURFACE IMPROVEMENTS DISTURBED BY CONSTRUCTION SHALL BE RESTORED OR REPLACED,
INCLUDING TREES AND DECORATIVE SHRUBS, SOD, FENCES, WALLS AND STRUCTURES, WHETHER OR NOT
THEY ARE SPECIFICALLY SHOWN ON THE CONTRACT DOCUMENTS.
6.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE OR ASPHALT.
7.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
8.ALL SIDEWALKS ARE TO BE INSTALLED PER ISPWC SECTION 700 AND STANDARD DRAWING SD-709. IF
SIDEWALKS ARE WITHIN CITY OF REXBURG RIGHT OF WAY STANDARD SPECIFICATIONS AND STANDARD
DRAWINGS SHALL BE UTILIZED. SIMILARLY IF ANY ROADWAYS ARE WITHIN THE CITY OR STATE RIGHT OF WAY
THEIR RESPECTIVE SPECIFICATIONS AND DRAWINGS SHALL BE USED.
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
9/10/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
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-200
OVERALL SITE PLAN
PARKING DATA TABLE
STANDARD STALLS 529
HANDICAP-ACCESSIBLE STALLS 11
TOTAL STALLS 540
SITE SUMMARY TABLE
DESCRIPTION AREA (SF)PERCENTAGE
PAVEMENT 228,165 21.1%
ROOF 128,256 37.5%
LANDSCAPING 252,198 41.4%
TOTAL SITE 608,619
13.97 ACRES 100%
9-11-18
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
19.0'
9
.
0
'
T
Y
P
TYP
5.0'7.0'2.5'30.0'
5
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7
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3
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3
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5.5'43.5'3.0'17.5'5.5'
5
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5
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5
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5.0'
5
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5.5'
TYP
TYP
TYP
1
9
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0
'
T
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P
9.0'
PHASE 2
PHASE 3
PH
A
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E
2
PH
A
S
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3
PHASE 2
PHASE 3
P
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P
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14
4
4
4
5
4
4
6
11
6
11
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5
4
4
8
13
13
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13
4
R125'
10
13
11
11
8
8
9
88
16
16
16
16
25 25
2
25 3
15
68.0'
SEE 2/C-700
15
25
19
24.5'3.0'17.5'5.5'
25 2
225TYP TYP
12
ST
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1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.SEE LANDSCAPE/ARCHITECTURAL PLANS FOR CONCRETE MATERIAL, COLOR, FINISH, AND SCORE PATTERNS
THROUGHOUT SITE.
4.ALL PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION OF THE M.U.T.C.D. (MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES).
5.ALL SURFACE IMPROVEMENTS DISTURBED BY CONSTRUCTION SHALL BE RESTORED OR REPLACED,
INCLUDING TREES AND DECORATIVE SHRUBS, SOD, FENCES, WALLS AND STRUCTURES, WHETHER OR NOT
THEY ARE SPECIFICALLY SHOWN ON THE CONTRACT DOCUMENTS.
6.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE OR ASPHALT.
7.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
8.ALL SIDEWALKS ARE TO BE INSTALLED PER ISPWC SECTION 700 AND STANDARD DRAWING SD-709. IF
SIDEWALKS ARE WITHIN CITY OF REXBURG RIGHT OF WAY STANDARD SPECIFICATIONS AND STANDARD
DRAWINGS SHALL BE UTILIZED. SIMILARLY IF ANY ROADWAYS ARE WITHIN THE CITY OR STATE RIGHT OF WAY
THEIR RESPECTIVE SPECIFICATIONS AND DRAWINGS SHALL BE USED.
GENERAL NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
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:
ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 12" UNCRUSHED AGGREGATE
BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE
PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 8" UNCRUSHED AGGREGATE
BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE
PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
CONCRETE PAVEMENT: 6” THICK CONCRETE WITH 6” UNTREATED BASE COURSE PER GEOTECHNICAL
REPORT.
4" THICK PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS.
LANDSCAPE STRIP.
30” COLLECTIION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
30” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
24” COLLECTION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
24” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
TRANSITION CURB AND GUTTER TYPE.
3' WATERWAY PER DETAIL 8/C-700.
STOP SIGN AND STOP BAR PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
HANDICAP ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER THE CITY OF REXBURG STANDARDS.
TRASH ENCLOSURE PER THE CITY OF REXBURG STANDARDS.
ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 12" GRANULAR
BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS
OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
4" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
8" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
8" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
12" WIDE WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
4" WIDE DOUBLE YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
DIRECTIONAL ARROW MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
PAINTED ADA SYMBOL AND ASSOCIATED BLUE HATCHING AND MARKINGS PER MUTCD STANDARD PLANS
AND SPECIFICATIONS AND IDAHO STATUTE 49-213.
"HANDICAP PARKING" SIGN PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 20" GRANULAR
BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS
OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
MONOLITHIC SIDEWALK PER DETAIL 7/C-700.
4" WIDE SOLID AND 4" WIDE BROKEN YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND
SPECIFICATIONS.
4" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
15
16
17
18
19
20
21
22
23
24
25
26
27
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
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L
L
O
W
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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
9/7/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
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-204
SITE PLAN
SEE DRAWING C-207SEE DRAWING C-207
SE
E
D
R
A
W
I
N
G
C
-
2
0
3
SE
E
D
R
A
W
I
N
G
C
-
2
0
3
SEE DRAWING C-202SEE DRAWING C-202
KEYMAP
NOT TO SCALE
9-11-18
HAWTHORN:
BUILDING 7
TYPE-A (30 UNITS)
HEMLOCK:
BUILDING 8
TYPE-A (30 UNITS)
1 1
1
4
4
4
13
13
10
6
5
1
4
8
5.5
'
43.
5
'
3.0
'
17.
5
'
5.5
'
5.0'
64.
0
'
5.0'
21.
0
'
19
.
0
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9.2'
TYP
TY
P
23.
0
'
19.
5
'
9.0
'
TY
P
TYP
TY
P19
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0
'
TYP
9.2'
5.0
'
7.0
'
2.5
'
25
.
0
'
6
12.
0
'
12.
0
'
2.5'
2.5'
7.0'
5.0'
17.
5
'
2.0'
2.0
'
12.
0
'
5.0
'
7.0
'
2.5
'
50.
0
'
2.5
'
7.0
'
5.0
'
62.
5
'
5.5'
4
11
13
19
13
19
11
9
19
4
19.
0
'
9.0
'
TY
P
TY
P
2222
5.0'
5.0'
5.0'
5.0'
5.5'
16
TYP
5.0'
5.0'
5.0'
5.0'
23
13
16
TYP
1
2
.
0
'
16
TYP
5
FU
T
U
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E
PH
A
S
E
1
FUT
U
R
E
PHA
S
E
1
2
2
8
25
24
.
5
'
2
25
11
2
25
8
2
2
26.
0
'
17.
5
'
10
24
24
24
79
.
0
'
SE
E
1
/
C
-
7
0
0
16
27
20 8
10
TH
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S
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A
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12
12
14
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.SEE LANDSCAPE/ARCHITECTURAL PLANS FOR CONCRETE MATERIAL, COLOR, FINISH, AND SCORE PATTERNS
THROUGHOUT SITE.
4.ALL PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST EDITION OF THE M.U.T.C.D. (MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES).
5.ALL SURFACE IMPROVEMENTS DISTURBED BY CONSTRUCTION SHALL BE RESTORED OR REPLACED,
INCLUDING TREES AND DECORATIVE SHRUBS, SOD, FENCES, WALLS AND STRUCTURES, WHETHER OR NOT
THEY ARE SPECIFICALLY SHOWN ON THE CONTRACT DOCUMENTS.
6.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE OR ASPHALT.
7.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
8.ALL SIDEWALKS ARE TO BE INSTALLED PER ISPWC SECTION 700 AND STANDARD DRAWING SD-709. IF
SIDEWALKS ARE WITHIN CITY OF REXBURG RIGHT OF WAY STANDARD SPECIFICATIONS AND STANDARD
DRAWINGS SHALL BE UTILIZED. SIMILARLY IF ANY ROADWAYS ARE WITHIN THE CITY OR STATE RIGHT OF WAY
THEIR RESPECTIVE SPECIFICATIONS AND DRAWINGS SHALL BE USED.
GENERAL NOTES
1
2
3
4
5
6
7
8
9
10
11
12
13
14
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:
ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 12" UNCRUSHED AGGREGATE
BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE
PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
ASPHALT PAVEMENT: 3” - PG 58-28, 4" THICK 3/4" CRUSHED AGGREGATE BASE, 8" UNCRUSHED AGGREGATE
BASE OVERLYING MIRAFI 160N GEOTEXTILE FABRIC. SEE ADDITIONAL REQUIREMENT AS OUTLINED IN THE
PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
CONCRETE PAVEMENT: 6” THICK CONCRETE WITH 6” UNTREATED BASE COURSE PER GEOTECHNICAL
REPORT.
4" THICK PORTLAND CEMENT CONCRETE SIDEWALK PER THE CITY OF REXBURG STANDARDS.
LANDSCAPE STRIP.
30” COLLECTIION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
30” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
24” COLLECTION CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
24” REVERSE PAN CURB AND GUTTER PER THE CITY OF REXBURG STANDARDS.
TRANSITION CURB AND GUTTER TYPE.
3' WATERWAY PER DETAIL 8/C-700.
STOP SIGN AND STOP BAR PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
HANDICAP ACCESS RAMP WITH DETECTABLE WARNING SURFACE PER THE CITY OF REXBURG STANDARDS.
TRASH ENCLOSURE PER THE CITY OF REXBURG STANDARDS.
ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 12" GRANULAR
BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS
OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
4" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
8" WIDE SOLID WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
8" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
12" WIDE WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
4" WIDE DOUBLE YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
DIRECTIONAL ARROW MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
PAINTED ADA SYMBOL AND ASSOCIATED BLUE HATCHING AND MARKINGS PER MUTCD STANDARD PLANS
AND SPECIFICATIONS AND IDAHO STATUTE 49-213.
"HANDICAP PARKING" SIGN PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
ASPHALT PAVEMENT: 2 1/2” - PG 58-28, 3 1/2" THICK 3/4" CRUSHED AGGREGATE BASE, 20" GRANULAR
BORROW WITH MIRAFI 160N GEOTEXTILE FABRIC BELOW AND UP SIDES. SEE ADDITIONAL REQUIREMENT AS
OUTLINED IN THE PROJECT GEOTECHNICAL REPORT PREPARED BY HLE, INC. AND DATED 11-22-2017.
MONOLITHIC SIDEWALK PER DETAIL 7/C-700.
4" WIDE SOLID AND 4" WIDE BROKEN YELLOW PAINT MARKING PER MUTCD STANDARD PLANS AND
SPECIFICATIONS.
4" WIDE BROKEN WHITE PAINT MARKING PER MUTCD STANDARD PLANS AND SPECIFICATIONS.
15
16
17
18
19
20
21
22
23
24
25
26
27
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
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47
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REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
9/7/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
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-206
SITE PLAN
SEE DRAWING C-203SEE DRAWING C-203
SE
E
D
R
A
W
I
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G
C
-
2
0
7
SE
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7
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5
SE
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0
5
SE
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2
0
8
KEYMAP
NOT TO SCALE
9-11-18
S
S
S
S
S
S
S
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
ssssssssssss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
x
FF=4876.40
FF=4876.00
FF=4876.12
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)
BARN
FF=4876.40
FUTURE
DEVELOPMENT
FUTURE
DEVELOPMENT
FUTURE
DEVELOPMENT
4875
4875
4875
487
5
4875
4876
48
7
5
4
8
7
4
4
8
7
3
48
7
2
4875
4
8
7
5
4875
4
8
7
5
48
7
5
4875
4874
4
8
7
5
4
8
7
5
4
8
7
5
487
4
487
6
487
5
48
7
5
487
4
4
8
7
4
48744874
4873 4874
4
8
7
5
48
7
4
4874
4
8
7
4
48
7
4
4873
4874
48
7
5
487
4
48
7
5
487
4
4875
4
8
7
5
4875
4875
48
7
6
48
7
5
4873
48
7
5
4873
OL
D
U
S
H
I
G
H
W
A
Y
1
9
1
STEGELMEIER LANE
THOMSON F
A
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M
S
R
O
A
D
ST
O
N
E
B
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G
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S
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E
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T
D
D
D
D
D
D
D
D
D
D
D
D
DD
D
D
D
D
48
7
5
PHASE
3
FUTUR
E
PH
A
S
E
3
PH
A
S
E
1
PH
A
S
E
1
PH
A
S
E
1
P
H
A
S
E
3
F
U
T
U
R
E
PH
A
S
E
1
PHASE 2
PHASE 3
P
H
A
S
E
2
PHASE 3
FUTURE
PH
A
S
E
3
FU
T
U
R
E
PH
A
S
E
1
FU
T
U
R
E
PH
A
S
E
1
PHASE 2
FUT
U
R
E
PH
A
S
E
2
PHASE 3
F
U
T
U
R
E
PHA
S
E
1
FUTURE
PHASE 2
PH
A
S
E
1
PH
A
S
E
2
PH
A
S
E
1
P
H
A
S
E
3
F
U
T
U
R
E
P
H
A
S
E
2
F
U
T
U
R
E
FU
T
U
R
E
PH
A
S
E
1
PH
A
S
E
1
PH
A
S
E
1
PH
A
S
E
1
PH
A
S
E
1
PH
A
S
E
3
PH
A
S
E
2
PH
A
S
E
3
D
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY
INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT
OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS
AND PLACEMENT OF ACCEPTABLE FILL MATERIAL.
4.THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE EXISTING SOIL CONDITIONS.
5.ELEVATIONS HAVE BEEN TRUNCATED FOR CLARITY. XX.XX REPRESENTS AN ELEVATION OF 48XX.XX ON
THESE PLANS.
6.LANDSCAPED AREAS REQUIRE SUBGRADE TO BE MAINTAINED AT A SPECIFIC ELEVATION BELOW FINISHED
GRADE AND REQUIRE SUBGRADE TO BE PROPERLY PREPARED AND SCARIFIED. SEE LANDSCAPE PLANS FOR
ADDITIONAL INFORMATION.
7.SLOPE ALL LANDSCAPED AREAS AWAY FROM BUILDING FOUNDATIONS TOWARD CURB AND GUTTER OR
STORM DRAIN INLETS.
8.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.
9.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
10.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT,
OR STORM DRAIN STRUCTURES OR PIPES.
11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
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
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
9/10/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
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-300
OVERALL GRADING
PLAN
9-11-18
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
FF=4876.40
SD
SD
SD
S
D
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
S
D
S
D 75.87
TBC
75.89
TBC
76.20
TBC
76.20
TBC
75.87
TBC
75.22
TBC
75.35
TOC
74.79
TBC
74.65
TBC
74.75
TBC
74.93
6" CF
74.46
0" CF
74.55
0" CF
75.51
TBC
75.41
TBC
75.31
TBC
74.93
6" CF
75.88
TBC
75.84
TBC 75.87
TBC
75.42
0" CF
75.51
0" CF
75.89
0" CF
74.09
TBC
74.47
TBC
74.52
TBC74.13
TBC
75.84
TBC
75.39
0" CF 75.42
0" CF
75.47
0" CF
75.44
0" CF
75.88
TBC
76.01
TOC
75.96
TOC
75.83
TOC
75.35
TOC
75.39
TOC
75.11
TOC
75.65
TOC
75.68
TOC
74.76
TOC/LP
73.57
TOC
75.78
TOC
75.73
TOC
75.75
TOC
76.20
TOC
76.24
TOC
76.71
TOC
76.75
TOC
76.98
TOC
76.17
TOC
75.61
TOC
73.58
FL
73.74
TOA/LP
74.87
TOA
75.31
FL
74.94
TOA
75.04
TOC
74.65
0" CF
75.97
TOC
75.86
TOC
75.77
TOC
76.31
TOC
76.06
TOC
75.67
TOC
76.01
TOC PHASE 2
PHASE 3
PH
A
S
E
2
PH
A
S
E
3
PHASE 2
PHASE 3
P
H
A
S
E
1
P
H
A
S
E
2
P
H
A
S
E
3
F
U
T
U
R
E
P
H
A
S
E
2
F
U
T
U
R
E
4
8
7
5
4
8
7
1
4
8
7
2
4
8
7
3
4
8
7
4
4876
48
7
4
4874
487
5
4875
ST
O
N
E
B
R
I
D
G
E
S
T
R
E
E
T
D
D
D
74.52
TBC/LP
74.57
TOA/LP
70.17
TOG
70.17
TOG
70.17
TOG
PHASE 1
PHASE 3
74.76
TOC
74.36
TOA/LP
74.52
FUT TBC/LP
74.91
TOC
74.67
TBC
74.72
TOA
74.51
TOA
74.67
FUT TBC
76.57
TOA
76.36
TOA
76.57
FUT TBC
76.88
TOC/HP
76.64
TBC/HP
76.70
TOA/HP 76.49
TOA/HP
76.64
FUT TBC/HP
76.51
TBC
76.57
TOA
76.36
TOA
76.51
FUT TBC
76.01
TBC 75.98
FUT TBC
76.30
TOA
76.09
TOA
75.98
0" CF
75.55
TOC
75.48
TOC
75.43
TOC
75.33
TOC 75.38
TOC
75.66
TOC
75.66
TOC
75.30
TOC
76.20
TOC
76.20
TOC
75.84
TOC
75.78
FG
75.78
FG
75.90
FG
75.90
FG
75.90
FG
75.90
FG
75.25
FG
75.25
FG
77.07
FG
77.07
FG
76.58
FG
76.58
FG
76.58
FG
76.58
FG77.07
FG
77.07
FG
75.98
FG
75.98
FG
74.05
TBC
73.51
FL
73.41
TOG
74.60
TOC
74.63
TOC
74.57
TOC
74.36
TBC 74.47
TOC
76.12
TOC75.14
TOC
75.80
TOC
74.75
FL
73.82
TOG
76.82
TOC
76.82
TOC
76.82
TOC
76.82
TOC
76.40
TOC
76.18
TOC
75.68
TOC
75.65
TOC
76.21
TOC
76.65
TOC
75.84
TOC
75.87
TOC
75.79
TOC
75.65
TOC
74.99
TOC/LP
74.88
TBC/LP
74.09
FL
75.17
TOC
75.24
TOC
75.13
TOC
75.06
TBC
75.56
TBC
75.13
6" CF
74.49
0" CF 74.53
FL
74.64
TOA
75.82
TOA
76.31
TOC
76.09
TOC
75.99
TOC
75.69
TOC
75.72
TOC
75.81
TOC
76.87
TOC 76.77
TOC
75.97
TOG
75.98
TOC
75.88
TOC
75.68
TOC
75.78
TOC 75.78
TOC
75.88
TOC
75.31
FL
74.53
FL
76.07
TOC
76.00
TOC
74.96
FL
74.46
0" CF
74.48
0" CF
75.90
TBC
75.84
TOA 75.51
FL
76.46
TBC 76.57
TOC
77.09
TOC 76.98
TBC
77.04
TOC
77.45
TOC
77.60
TOC 76.52
TOC
77.44
TOC
77.01
TOC
76.14
TOA/HP 75.81
FL/HP
76.76
TBC/HP 76.87
TOC/HP
77.39
TOC/HP 77.28
TBC/HP77.50
TOC
77.60
TOC 76.84
TOC
77.45
TOC
77.01
TOC77.37
TOC
77.20
TOC
76.98
TOC
77.19
TOC
76.49
FL
73.47
TOC
73.71
TOC
74.54
TOC
74.79
TOC
74.69
TOC
74.64
TOC
76.17
TOC
76.08
TOC 76.40
TOC
76.40
TOC
76.32
TOC
76.22
TOC
75.57
TOC
75.47
TOC
75.62
TOC
75.52
TOC
75.60
TOC
75.70
TOC
75.68
TOC
75.58
TOC
75.85
TOC
77.01
TOC
77.11
TOC
77.47
TOC
77.68
TOC
77.13
TOC
77.68
TOC77.47
TOC
77.38
TOC
77.30
TOC
77.40
TOC
77.28
TOC
77.04
TOC
75.23
FG/HP
48
7
5
48
7
5
48
7
4
4877
48
7
6
4
8
7
6
48
7
7
48
7
7
48
7
6
48
7
5
4875
4
8
7
6
4
8
7
6
4
8
7
5
48
7
4
4874
48
7
5
4
8
7
4
4
8
7
5
487
5
76.51
TOC
76.41
TOC
75.38
TOC
75.29
TOC
75.33
TOC
75.24
TOC 74.13
TOC
74.03
TOC
74.61
FL
75.50
FL
76.60
TOC
76.38
TOC
70.61
FG
71.06
FG
70.62
FG
70.61
FG
70.62
FG
4876
4875
4
8
7
5
4
8
7
6
4
8
7
7
74.03
TBC
75.67
TOC
75.62
TOC
75.49
TOC
75.44
TOC
75.61
TBC
75.69
TBC 75.45
6" CF
75.33
6" CF
74.78
0" CF
74.83
0" CF
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY
INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT
OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS
AND PLACEMENT OF ACCEPTABLE FILL MATERIAL.
4.THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE EXISTING SOIL CONDITIONS.
5.ELEVATIONS HAVE BEEN TRUNCATED FOR CLARITY. XX.XX REPRESENTS AN ELEVATION OF 48XX.XX ON
THESE PLANS.
6.LANDSCAPED AREAS REQUIRE SUBGRADE TO BE MAINTAINED AT A SPECIFIC ELEVATION BELOW FINISHED
GRADE AND REQUIRE SUBGRADE TO BE PROPERLY PREPARED AND SCARIFIED. SEE LANDSCAPE PLANS FOR
ADDITIONAL INFORMATION.
7.SLOPE ALL LANDSCAPED AREAS AWAY FROM BUILDING FOUNDATIONS TOWARD CURB AND GUTTER OR
STORM DRAIN INLETS.
8.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.
9.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
10.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT,
OR STORM DRAIN STRUCTURES OR PIPES.
11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
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
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
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E
L
L
O
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W
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X
B
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,
I
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A
H
O
REXBURG DEVELOPMENT
160 WEST CANYON ESTATE DRIVE
ALPINE, UTAH 84004
PAUL BRINHURST
385-321-1403
J. FORD
J. FORDD. COWLEY
9/7/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
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-304
GRADING PLAN
D. COWLEY
SEE DRAWING C-307SEE DRAWING C-307
SE
E
D
R
A
W
I
N
G
C
-
3
0
3
SE
E
D
R
A
W
I
N
G
C
-
3
0
3
SEE DRAWING C-302SEE DRAWING C-302
KEYMAP
NOT TO SCALE
9-11-18
FF=4876.25
FF=4876.60
HAWTHORN:
BUILDING 7
TYPE-A (30 UNITS)
HEMLOCK:
BUILDING 8
TYPE-A (30 UNITS)
75.31
TBC
74.99
TBC
75.03
TBC
74.99
TBC
74.51
TBC
73.89
TBC
74.18
TBC
74.27
TBC
74.81
TBC/LP
74.81
TBC/LP
75.33
TBC
73.78
TBC 73.67
TBC
74.09
TBC
75.43
TBC
75.14
TOA
75.34
TOA
75.08
TOA
75.31
TOA
75.40
TOC
75.42
TOC
75.76
TOC
75.49
TOC
75.26
TOC
75.45
TOC
74.42
TOC 74.24
TOC
74.53
TOC
75.47
TOC
75.23
TOC
75.52
TOC
75.75
TOC
75.31
TOC
75.23
TOC
74.66
TOC
74.57
TOC
75.00
TOC
74.49
TOC
74.60
TBC
74.24
TBC
74.15
TBC
74.14
TBC
75.12
TBC
74.11
0" CF
74.08
0" CF
74.88
TOC
74.83
TOC
74.66
6" CF
75.16
TBC
75.38
TBC/HP
75.03
TBC
74.93
TBC
75.62
TOC/HP
74.97
TOA/LP
75.59
TOA
75.68
TOA/HP
75.78
TOC
75.78
TOC
76.16
TOC
76.26
TOC
76.16
TOC
76.26
TOC
75.05
TOC
75.57
TOC
75.13
6" CF
75.44
TBC
75.45
TBC
75.85
6" CF
75.29
0" CF
75.18
0" CF
75.63
6" CF
75.45
TBC75.31
TBC75.28
6" CF
74.67
0" CF
75.11
TOC
75.50
TOC
75.62
TOC
75.73
TOC
75.48
TOC
76.06
TBC
76.22
TBC76.27
6" CF/HP
76.03
6" CF
75.78
TBC
75.75
TBC
76.08
TBC
76.07
TOC
76.10
TOC
76.15
TOC
76.04
TOC
75.71
0" CF
75.60
0" CF
74.74
0" CF
75.47
TOC
75.67
TOC
75.82
TOC
75.16
TOC
75.57
6" CF
75.05
0" CF
75.68
TOC
74.89
6" CF
74.46
0" CF
74.55
0" CF
75.12
6" CF
74.99
TBC
75.05
TOC
75.05
TOC
73.96
6" CF
73.54
0" CF
73.72
0" CF74.32
6" CF
74.14
TOC
75.15
TOC
75.00
TOC
74.67
TOA
FU
T
U
R
E
PH
A
S
E
1
FUT
U
R
E
PHA
S
E
1
4
8
7
5
4875
4
8
7
5
4875
4874
48
7
4
48
7
4
4874
4875
TH
O
M
S
O
N
F
A
R
M
S
R
O
A
D
D
D
D
75.52
TBC/HP
74.82
TBC/LP
74.74
TBC
75.23
TBC/HP 73.06
TOG
75.43
FUT TBC
75.33
TOA
75.76
TOC/HP
75.43
TBC
75.67
TOC
74.91
TBC
75.08
TOA
75.15
TOC
74.99
TOA/LP
75.06
TOC/LP
74.91
TBC
75.15
TOC75.15
TOA
75.38
TOC
75.47
TOC/HP
75.38
TOC
75.14
TBC
75.14
TBC
75.31
TOA
75.40
TOA/HP
75.07
TOC
74.97
TOC
75.52
FUT TBC/HP
75.43
FUT TBC
75.35
FUT TBC
74.91
FUT TBC
74.82
FUT TBC/LP
74.91
FUT TBC
75.14
FUT TBC
75.23
FUT TBC/HP
75.14
FUT TBC
74.71
FUT TBC
75.99
TOC
75.99
TOC
75.38
FG
75.38
FG
75.38
FG
75.73
FG
75.73
FG
75.38
FG
74.43
TOC
74.32
TOC
74.20
TOC
74.17
TOA
73.43
TOA/LP
74.60
TBC
74.71
TOC
74.71
TOC
74.60
TOC
74.20
TOC
74.09
TOC
73.70
TBC
74.20
6" CF
74.11
TBC/LP
73.69
FL
74.18
TOA/LP
74.31
TOC
74.20
TOC
75.91
TOC 75.81
TOC
75.26
TOC
74.25
FL
74.58
TOA
74.84
TOA
74.66
TOA/LP74.73
TOA
75.20
TBC
75.72
TBC
75.05
FL
74.31
TOG
74.67
FL
75.70
TOC/HP
75.91
TOC 75.81
TOC
75.67
TOC
75.59
TBC/HP
74.98
TOA/HP
74.64
FL/HP
76.16
TOC76.19
TOC
75.76
TBC
75.76
TBC
75.26
FL
75.79
TOC
76.20
TOC
75.93
FG
75.59
TBC
75.12
TBC
75.18
TOC
75.29
TOC
75.22
TOC
75.57
TOC
75.68
TOC
75.62
TOC
75.55
TOC
75.55
TOC
75.30
TOC/LP
75.19
TBC/LP
74.05
TOA/LP
74.31
TOA/LP
73.72
TOG
74.67
TBC/LP
74.78
TOC/LP
74.75
TBC
75.08
TOC 75.16
TOC
75.23
TOC
75.58
TOC
76.34
TOC
76.13
TOC
75.55
TOC
74.49
FL
74.82
TOA
75.08
TOA
75.44
TBC
75.96
TBC
75.55
TOC
76.40
TOC
76.13
TOC
75.59
TOC
74.49
FL
75.44
TBC
75.78
TOC/HP
75.67
TBC/HP
75.05
TOA/HP
74.72
FL/HP
75.31
TOA/HP
75.73
FG
75.73
FG
74.20
FL
74.02
FL
74.19
FL
73.93
FL
48
7
5
4875
4875
4875
4875
48
7
6
4875
4875
48
7
6
487
4
4875
487
5
48
7
4
4875
4
8
7
5
4876
D
74.11
0" CF
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY
INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT
OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS
AND PLACEMENT OF ACCEPTABLE FILL MATERIAL.
4.THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE EXISTING SOIL CONDITIONS.
5.ELEVATIONS HAVE BEEN TRUNCATED FOR CLARITY. XX.XX REPRESENTS AN ELEVATION OF 48XX.XX ON
THESE PLANS.
6.LANDSCAPED AREAS REQUIRE SUBGRADE TO BE MAINTAINED AT A SPECIFIC ELEVATION BELOW FINISHED
GRADE AND REQUIRE SUBGRADE TO BE PROPERLY PREPARED AND SCARIFIED. SEE LANDSCAPE PLANS FOR
ADDITIONAL INFORMATION.
7.SLOPE ALL LANDSCAPED AREAS AWAY FROM BUILDING FOUNDATIONS TOWARD CURB AND GUTTER OR
STORM DRAIN INLETS.
8.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.
9.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
10.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT,
OR STORM DRAIN STRUCTURES OR PIPES.
11.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
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
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
9/7/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
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-306
GRADING PLAN
D. COWLEY
SEE DRAWING C-303SEE DRAWING C-303
SE
E
D
R
A
W
I
N
G
C
-
3
0
7
SE
E
D
R
A
W
I
N
G
C
-
3
0
7
SE
E
D
R
A
W
I
N
G
C
-
3
0
8
SE
E
D
R
A
W
I
N
G
C
-
3
0
5
SE
E
D
R
A
W
I
N
G
C
-
3
0
5
KEYMAP
NOT TO SCALE
9-11-18
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
FF=4876.40
FF=4876.00
FF=4876.12
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)
BARN
FF=4876.40
FUTURE
DEVELOPMENT
FUTURE
DEVELOPMENT
FUTURE
DEVELOPMENT
D
D
D
D
D
D
D
D
D
D
D
D
D
DD
D
D
D
SD
SD
SD
SD
SD
SD
SD
S
D
SD
S
D
SD
SD
SD
SD
SD
4875
4
8
7
5
4875
4
8
7
5
4
8
7
4
4
8
7
4
4874
4874 4875
4
8
7
5
4
8
7
5
48
7
5
4875
4875
487548754875
487
4
487
4
4
8
7
4
4875
48
7
5
4875
4
8
7
1
48
7
3
48724873 4874
4874
487
4
4875
4875
4
8
7
4
4
8
7
4
487
5
487
5
487
4
487
4
487
4
48
7
5
487
5
4874
1
2
3
4
5
6
7
8
9
10
11
1213
14
15
16
OL
D
U
.
S
.
H
I
G
H
W
A
Y
1
9
1
THOMSON FARMS
R
O
A
D
ST
O
N
E
B
R
I
D
G
E
ST
R
E
E
T
STEGELMEIER LANEPHASE
3
FUTUR
E
PH
A
S
E
3
PH
A
S
E
1
PH
A
S
E
1
PH
A
S
E
1
P
H
A
S
E
3
F
U
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R
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PH
A
S
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1
PHASE 2
PHASE 3
P
H
A
S
E
2
PH
A
S
E
3
FUT
U
R
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PHA
S
E
1
FU
T
U
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PH
A
S
E
1
PHASE 2
FUT
U
R
E
PH
A
S
E
2
PHASE 3
F
U
T
U
R
E
PHA
S
E
1
FUTURE
PHASE 2
PH
A
S
E
1
PH
A
S
E
2
PH
A
S
E
1
P
H
A
S
E
2
F
U
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FU
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U
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PH
A
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1
PH
A
S
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1
PH
A
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1
PH
A
S
E
1
PH
A
S
E
1
PH
A
S
E
3
PH
A
S
E
2
PH
A
S
E
3
D
SD
SD
S
D
1.ALL WORK TO COMPLY WITH THE GOVERNING AGENCY'S STANDARDS AND SPECIFICATIONS.
2.ALL IMPROVEMENTS MUST COMPLY WITH ADA STANDARDS AND RECOMMENDATIONS.
3.ALL WORK SHALL COMPLY WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER POSSIBLY
INCLUDING, BUT NOT LIMITED TO, REMOVAL OF UNCONSOLIDATED FILL, ORGANICS, AND DEBRIS, PLACEMENT
OF SUBSURFACE DRAIN LINES AND GEOTEXTILE, AND OVEREXCAVATION OF UNSUITABLE BEARING MATERIALS
AND PLACEMENT OF ACCEPTABLE FILL MATERIAL.
4.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.
5.ALL STORM DRAIN INFRASTRUCTURE TO BE INSTALLED PER GOVERNING AGENCY OR ISPWC STANDARD
PLANS AND SPECIFICATIONS.
6.ENSURE MINIMUM COVER OVER ALL STORM DRAIN PIPES PER MANUFACTURER'S RECOMMENDATIONS.
NOTIFY ENGINEER IF MINIMUM COVER CANNOT BE ATTAINED.
7.ALL FACILITIES WITH DOWNSPOUTS/ROOF DRAINS SHALL BE CONNECTED TO THE STORM DRAIN SYSTEM. SEE
MECHANICAL/PLUMBING PLANS FOR DOWNSPOUT/ROOF DRAIN LOCATIONS AND SIZES. ALL ROOF DRAINS TO
HAVE MINIMUM 1% SLOPE.
8.THE CONTRACTOR SHALL ADJUST TO GRADE ALL EXISTING UTILITIES AS NEEDED PER LOCAL GOVERNING
AGENCY'S STANDARDS AND SPECIFICATIONS.
9.NOTIFY ENGINEER OF ANY DISCREPANCIES IN DESIGN OR STAKING BEFORE PLACING CONCRETE, ASPHALT,
OR STORM DRAIN STRUCTURES OR PIPES.
10.THE CONTRACTOR IS TO PROTECT AND PRESERVE ALL EXISTING IMPROVEMENTS, UTILITIES, AND SIGNS, ETC.
UNLESS OTHERWISE NOTED ON THESE PLANS.
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
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
9/10/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
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-400
OVERALL DRAINAGE
PLAN
9-11-18
EE
GV
WV
WV
WV
WV
WV
x
x
x
x
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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
S
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CO
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FF=4876.40
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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
9/10/18
2018-05-23 FOR REVIEW
CALL DIGLINE
@ 811 AT LEAST 48 HOURS
PRIOR TO THE
COMMENCEMENT OF ANY
CONSTRUCTION.
Know what's below.
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
9-11-18