HomeMy WebLinkAboutINFRASTRUCTURE PLAN Rev. (3) 8.08.22 - STAMPED -22-00502 - Mountain West Rental and Sales - 127 Airport Rd(
S
E
C
.
2
4
,
T
.
6
N
.
,
R
.
3
9
E
.
,
B
.
M
.
)
C
O
N
S
T
R
U
C
T
I
O
N
D
R
A
W
I
N
G
S
F
O
R
:
MO
U
N
T
A
I
N
W
E
S
T
R
E
N
T
A
L
S
A
N
D
S
A
L
E
S
R
E
X
B
U
R
G
,
I
D
A
H
O
A
U
G
U
S
T
2
0
2
2
c
i
v
i
l
&
s
t
r
u
c
t
u
r
a
l
e
n
g
i
n
e
e
r
i
n
g
m
a
t
e
r
i
a
l
s
t
e
s
t
i
n
g
&
l
a
n
d
s
u
r
v
e
y
i
n
g
1
0
1
S
.
P
a
r
k
A
v
e
n
u
e
,
I
d
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
2
,
(
2
0
8
)
5
2
4
-
0
2
1
2
8
0
0
W
.
J
u
d
i
c
i
a
l
S
t
r
e
e
t
,
B
l
a
c
k
f
o
o
t
,
I
D
8
3
2
2
1
,
(
2
0
8
)
7
8
5
-
2
9
7
7
h
l
e
i
n
c
c
.
c
o
m
PROJECT LOCATION
S
H
E
E
T
1
C
O
V
E
R
S
H
E
E
T
S
H
E
E
T
2
G
E
N
E
R
A
L
N
O
T
E
S
S
H
E
E
T
3
O
V
E
R
A
L
L
L
A
Y
O
U
T
S
H
E
E
T
4
G
E
N
E
R
A
L
L
A
Y
O
U
T
S
H
E
E
T
5
G
R
A
D
I
N
G
P
L
A
N
S
H
E
E
T
6
U
T
I
L
I
T
Y
P
L
A
N
V
I
C
I
N
I
T
Y
M
A
P
C
i
t
y
o
f
R
e
x
b
u
r
g
D
a
t
e
:
H
L
E
,
I
n
c
.
D
a
t
e
:
A
P
P
R
O
V
A
L
S
I
G
N
A
T
U
R
E
S
:
TWIN IDAHOFALLSBLACKFOOTFALLSBOISE
S
I
T
E
HWY 20
W
.
M
A
I
N
S
T
R
E
E
T
R
E
X
B
U
R
G
-
M
A
D
I
S
O
N
A
I
R
P
O
R
T
3
7
4
N
O
R
T
H
4
5
0
W
E
S
T
POCATELLOTWIN BLACKFOOTFALLS BOISE IDAHOFALLS CITY
O
F
REXB
U
R
G
C
H
E
C
K
B
Y
D
A
T
E
S
H
E
E
T
S
D
R
A
W
N
B
Y
R
E
V
I
S
I
O
N
S
O
F
S
H
E
E
T
N
O
.
D
E
S
I
G
N
B
Y
S
W
S
W
R
H
L
E
J
O
B
N
O
:
D
A
T
E
:
2
2
-
1
3
7
A
U
G
U
S
T
2
0
2
2
REXBURG, IDAHO
MOUNTAIN WEST RENTALS AND SALES
6
COPYRIGHT 2022 HLE ALL RIGHTS RESERVED.c
civil & structural engineering
materials testing & land surveying
101 S. Park Avenue, Idaho Falls, ID 83402, (208)524-0212
800 W. Judicial Street, Blackfoot, ID 83221, (208)785-2977hleinc.com
COPYRIGHT 2022 HLE ALL RIGHTS RESERVED.c
GENERAL NOTES
2
W
A
T
E
R
H
Y
D
R
A
N
T
W
A
T
E
R
V
A
L
V
E
W
A
T
E
R
M
E
T
E
R
W
A
T
E
R
H
Y
D
R
A
N
T
W
A
T
E
R
V
A
L
V
E
W
A
T
E
R
M
E
T
E
R
S
T
O
R
M
M
A
N
H
O
L
E
C
A
T
C
H
B
A
S
I
N
S
T
O
R
M
M
A
N
H
O
L
E
C
A
T
C
H
B
A
S
I
N
S
E
W
E
R
M
A
N
H
O
L
E
S
E
W
E
R
M
A
N
H
O
L
E
E
L
E
C
T
R
I
C
P
O
L
E
E
L
E
C
T
R
I
C
P
O
L
E
D
I
T
C
H
F
L
O
W
L
I
N
E
E
P
E
D
G
E
O
F
P
V
M
T
R
W
R
O
A
D
C
E
N
T
E
R
L
I
N
E
R
I
G
H
T
O
F
W
A
Y
E
A
S
E
M
E
N
T
L
I
N
E
B
O
U
N
D
A
R
Y
L
O
T
S
E
C
T
I
O
N
L
I
N
E
S
I
G
N
S
I
G
N
R
O
W
R
O
A
D
C
E
N
T
E
R
L
I
N
E
R
I
G
H
T
O
F
W
A
Y
E
A
S
E
M
E
N
T
L
I
N
E
B
O
U
N
D
A
R
Y
L
O
T
X
X
X
F
E
N
C
E
E
D
G
E
O
F
W
A
T
E
R
O
H
P
1
2
'
'
W
T
R
8
'
'
S
A
N
(
1
2
'
'
I
R
R
(
S
S
S
S
S
S
S
S
S
S
O
V
E
R
H
E
A
D
P
O
W
E
R
1
2
'
'
S
T
M
)
1
2
'
'
W
W
A
T
E
R
L
I
N
E
8
'
'
S
S
(
S
E
W
E
R
L
I
N
E
1
2
'
'
I
(
I
R
R
I
G
A
T
I
O
N
W
S
W
S
W
S
W
S
W
S
W
A
T
E
R
S
E
R
V
I
C
E
1
2
'
'
S
D
(
S
T
O
R
M
D
R
A
I
N
W
S
W
S
W
S
W
S
S
S
S
S
S
S
S
S
S
S
S
E
W
E
R
S
E
R
V
I
C
E
W
A
T
E
R
L
I
N
E
S
E
W
E
R
L
I
N
E
W
A
T
E
R
S
E
R
V
I
C
E
S
T
O
R
M
D
R
A
I
N
S
E
W
E
R
S
E
R
V
I
C
E
I
R
R
I
G
A
T
I
O
N
L
A
N
D
S
C
A
P
I
N
G
S
I
D
E
W
A
L
K
A
S
P
H
A
L
T
C
O
N
T
O
U
R
C
O
N
T
O
U
R
D
E
M
O
L
I
T
I
O
N
G
B
G
B
G
B
G
B
G
B
G
R
A
D
E
B
R
E
A
K
L
A
N
D
S
C
A
P
I
N
G
S
I
D
E
W
A
L
K
A
S
P
H
A
L
T
GENERAL NOTES1. All materials, workmanship, and construction of site improvements shall meet or exceed the work standards and specifications set forth by the CITY OF REXBURG Water, Street, and Sanitation Departments and/or requirements of the Idaho Standards for Public Works Construction, (ISPWC) current edition.2. All material furnished on or for the project must meet the minimum requirements of the approving agencies or as set forth herein, whichever is more restrictive.3. The Contractor is cautioned that the location and/or elevation of existing utilities, as shown on these plans, is based on records of the various utility companies and where possible, measurements taken in the field. The Contractor must call the local utility location center at least 48 hours before any excavation to request exact field locations of the utilities.4. A Pre-Construction Conference shall be held a minimum of three (3) working days prior to start of work. All Contractors, Subcontractors and/or Utility Contractors shall be present.5. All lot dimensions and easements are to be taken from the Final Plat of the recorded subdivision plat.6. The Contractor shall maintain all existing drainage facilities within the construction area until the drainage improvements are in place and functioning.7. All Contractors working within the project boundaries are responsible for compliance with all applicable safety laws of any jurisdictional body including but not limited to, barricades, safety devices, control of traffic, excavation, trenching, shoring, and security within and around the construction area.8. Contractors must furnish proof that all materials installed on this project meet the requirements of Note # 2 above at the request of the agency and/or Engineer.9. HLE must give approval prior to (a) backfilling trenches for pipe; (b) placing of aggregate base; (c) placing of concrete; (d) placing of asphalt pavement. Work done without such approval shall not relieve the Contractor from the responsibility of performing the work in an acceptable manner. Contract work will not be accepted by the CITY OF REXBURG without the approval of the Project Engineer.10. Inspection SHALL be conducted by the CITY OF REXBURG, Public Works Inspector on all work performed within the public road right-of-way. Twenty-four (24) hours notice shall be given prior to any construction and inspection.11. Developmental drawings must be submitted to the CITY OF REXBURG Public Works Dept. prior to final approval.12. Only plan sets marked "Approved for Construction" shall be used by the project contractor(s). Use of any plans on the job without the "Approved for Construction" stamp shall be grounds for the issuance of a stop work order. Contractor must also maintain a set of plans stamped with approval by the Department of Environmental Quality on site.13. Each Contractor shall be responsible for acquiring any necessary NPDES permits, filing any NOI's or NOT's, and preparing a Storm Water Pollution Prevention Plan (SWPPP) in accordance with the Environmental Protection Agency. Contact the EPA at 208.378.5776 for the required information. Said permit shall be presented to the Engineer at least forty-eight (48) hours prior to the beginning of construction.14. The Contractor shall be responsible for keeping roadways free and clear of all construction debris and dirt tracked in from the site.15. All measures possible shall be taken to ensure erosion control with Best Management Practices.16. Quantities shown are estimates by the Engineer. The Contractor must verify all quantities. If there is a large discrepancy contact the Engineer.17. All work must meet standards set forth by the American Disabilities Act (ADA).18. Trench backfill Type 2A compaction "Water Settling" will not be an acceptable method of trench backfill compaction.19. All water valves, blow-offs and manholes will be placed so as not to conflict with any concrete curb, gutter, valley gutter, and sidewalk improvements.20. Harper-Leavitt Engineering and/or Inspector shall make periodic visits to the project location to ensure that the site improvements meet or exceed standards and design as per the approved construction drawings.21. To receive final acceptance, Contractor must submit copy of field plans complete with construction notes and As-Built information, corrections, changes, etc.22. Contractor must have ISPWC Manual (current edition) on-site during all phases of construction. Failure to do so JUNE result in non-acceptance of the site by DEQ, Engineer, City, etc.23 A copy of the Quality Control Signature sheet (with all applicable signatures) shall be delivered to HLE prior to the walk-thru. STREET CONSTRUCTION1. All construction within public right-of-way shall conform to the current edition of the ISPWC. No exceptions to Policy Standards and the ISPWC will be allowed unless specifically and previously approved in writing by the CITY OF REXBURG.2. No construction shall begin before the Pre-Construction meeting, which the Contractor is required to attend.3. Sanitary sewer and storm drain manhole structures shall be set to specified elevation by their respective contractors. All remaining manhole materials, except concrete collars, necessary to construct manhole to finished grade in pavement areas shall be furnished by the Contractor for placement at finished grade. For manholes not within pavement areas, the manhole rings shall be set to finished grade by their respective contractor. Contractor shall contact the CITY OF REXBURG twenty-four (24) hours prior to pouring concrete collars.4. Contractor shall construct three and one-half inches (3-1/2") of asphalt pavement thickness at joint locations for all pavement matches.5. All reinforced concrete pipe shall conform to ASTM C-76 Specifications for the class of pipe indicated, and shall be installed watertight.6. All work will be inspected by the CITY OF REXBURG in accordance with the latest edition of the "Construction Quality Assurance Manual".7. Borrow shall be obtained from sources designated or approved in writing by the Engineer.8. Clearing and grubbing shall consist of removing all natural and artificial objectionable materials. Under no circumstances shall roadways be placed on frozen or objectionable material.9. The subgrade shall be excavated and bladed to remove all uneven areas and to secure a uniform surface true to grade and line. The subgrade material shall then be scarified to a depth of eight inches (8"), adjusted to within approximately 2% of optimum moisture content and compacted to the minimum density required as stated in ISPWC.10. All concrete used shall be Class 4 and have a strength of four thousand (4000) PSI in twenty-eight (28) days. The mix design for this concrete shall be approved by the Engineer. All concrete shall be cured by a liquid membrane-forming curing compound method, unless otherwise specified in writing by the Engineer.11. All road stripping and excess topsoil shall be stockpiled out of the right-of-way and stored at Contractor's expense.
D
E
P
A
R
T
M
E
N
T
O
F
E
N
V
I
R
O
N
M
E
N
T
A
L
Q
U
A
L
I
T
Y
W
I
L
L
I
A
M
T
E
U
S
C
H
E
R
,
W
A
T
E
R
Q
U
A
L
I
T
Y
E
N
G
I
N
E
E
R
9
0
0
N
S
K
Y
L
I
N
E
D
R
I
V
E
S
U
I
T
E
B
I
D
A
H
O
F
A
L
L
S
,
I
D
A
H
O
8
3
4
0
2
(
2
0
8
)
5
2
8
-
2
6
5
0
C
E
N
T
U
R
Y
L
I
N
K
N
A
T
H
A
N
B
U
R
K
E
4
8
N
C
E
N
T
E
R
S
T
R
E
E
T
R
E
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
(
2
0
8
)
5
2
5
-
4
2
6
2
C
O
N
T
A
C
T
S
I
N
T
E
R
M
O
U
N
T
I
A
N
G
A
S
C
O
M
P
A
N
Y
S
A
R
A
H
R
O
B
I
N
S
O
N
,
C
O
N
S
U
M
E
R
S
A
L
E
S
R
E
P
.
1
5
2
7
H
O
L
L
I
P
A
R
K
D
R
I
V
E
P
O
B
O
X
5
1
2
2
0
I
D
A
H
O
F
A
L
L
S
,
I
D
A
H
O
8
3
4
0
1
(
2
0
8
)
5
4
2
-
6
6
1
2
R
O
C
K
Y
M
O
U
N
T
A
I
N
P
O
W
E
R
V
I
N
C
E
P
H
I
L
L
I
P
S
,
C
O
N
S
T
R
U
C
T
I
O
N
C
O
N
T
A
C
T
(
2
0
8
)
3
9
0
-
8
0
3
1
H
A
R
L
E
Y
L
A
U
R
S
E
N
,
E
S
T
I
M
A
T
O
R
(
2
0
8
)
3
5
9
-
4
2
3
7
R
E
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
C
A
B
L
E
O
N
E
H
E
I
N
Z
S
H
R
E
I
E
R
(
2
0
8
)
5
8
9
-
2
4
0
1
1
5
2
5
S
H
E
R
R
Y
D
R
I
V
E
I
D
A
H
O
F
A
L
L
S
,
I
D
A
H
O
8
3
4
0
3
(
2
0
8
)
5
2
3
-
4
5
6
7
W
A
T
E
R
C
O
N
S
T
R
U
C
T
I
O
N
1. Fi
n
a
l
a
p
p
r
o
v
a
l
a
n
d
a
c
c
e
p
t
a
n
c
e
o
f
a
l
l
w
a
t
e
r
c
o
n
s
t
r
u
c
t
i
o
n
w
i
l
l
b
e
b
y
t
h
e
C
I
T
Y
O
F
R
E
X
B
U
R
G
P
u
b
l
i
c
W
o
r
k
s
D
e
p
a
r
t
m
e
n
t
.
2. N
o
c
o
n
s
t
r
u
c
t
i
o
n
s
h
a
l
l
b
e
g
i
n
b
e
f
o
r
e
t
h
e
P
r
e
-
C
o
n
s
t
r
u
c
t
i
o
n
m
e
e
t
i
n
g
,
w
h
i
c
h
t
h
e
C
o
n
t
r
a
c
t
o
r
i
s
r
e
q
u
i
r
e
d
t
o
a
t
t
e
n
d
.
3. W
a
t
e
r
i
n
s
p
e
c
t
i
o
n
s
w
i
l
l
b
e
b
y
t
h
e
C
I
T
Y
O
F
R
E
X
B
U
R
G
P
u
b
l
i
c
W
o
r
k
s
D
e
p
a
r
t
m
e
n
t
a
n
d
t
h
e
i
r
d
e
c
i
s
i
o
n
s
h
a
l
l
b
e
c
o
n
s
i
d
e
r
e
d
f
i
n
a
l
.
4. Al
l
s
e
r
v
i
c
e
l
i
n
e
s
s
h
a
l
l
b
e
N
S
F
6
1
a
p
p
r
o
v
e
d
P
o
l
y
t
u
b
i
n
g
a
n
d
i
n
s
t
a
l
l
e
d
u
s
i
n
g
t
h
e
f
o
l
l
o
w
i
n
g
o
r
e
q
u
a
l
.
A
l
l
s
e
r
v
i
c
e
l
i
n
e
s
s
h
a
l
l
b
e
i
n
s
t
a
l
l
e
d
t
o
e
n
s
u
r
e
e
l
e
c
t
r
i
c
a
l
c
o
n
t
i
n
u
i
t
y
f
o
r
t
h
e
f
u
l
l
l
e
n
g
t
h
o
f
t
h
e
s
e
r
v
i
c
e
l
i
n
e
s
u
p
t
o
w
a
t
e
r
m
e
t
e
r
.
T
h
e
u
s
e
o
f
c
o
u
p
l
i
n
g
s
f
o
r
s
e
r
v
i
c
e
l
i
n
e
s
s
h
a
l
l
b
e
r
e
s
t
r
i
c
t
e
d
f
r
o
m
b
e
i
n
g
u
s
e
d
.
S
e
r
v
i
c
e
l
i
n
e
s
s
h
a
l
l
b
e
o
n
e
-
i
n
c
h
(1
"
)
o
r
o
n
e
a
n
d
o
n
e
-
h
a
l
f
(
1
.
5
"
)
u
n
l
e
s
s
o
t
h
e
r
w
i
s
e
d
i
r
e
c
t
e
d
b
y
t
h
e
D
e
p
a
r
t
m
e
n
t
o
f
W
a
t
e
r
.
5. T
h
e
h
o
r
i
z
o
n
t
a
l
s
e
p
a
r
a
t
i
o
n
o
f
t
h
e
w
a
t
e
r
a
n
d
s
e
w
e
r
m
a
i
n
s
s
h
a
l
l
b
e
a
m
i
n
i
m
u
m
o
f
t
e
n
f
e
e
t
(
1
0
'
)
.
W
h
e
r
e
i
t
i
s
n
e
c
e
s
s
a
r
y
f
o
r
s
e
w
e
r
,
s
t
o
r
m
d
r
a
i
n
o
r
i
r
r
i
g
a
t
i
o
n
(
n
o
n
-
p
o
t
a
b
l
e
l
i
n
e
s
)
a
n
d
w
a
t
e
r
t
o
c
r
o
s
s
e
a
c
h
o
t
h
e
r
a
n
d
t
h
e
n
o
n
-
p
o
t
a
b
l
e
l
i
n
e
i
s
l
e
s
s
t
h
a
n
e
i
g
h
t
e
e
n
i
n
c
h
e
s
(
1
8
"
)
b
e
l
o
w
,
o
r
t
h
e
n
o
n
-
p
o
t
a
b
l
e
l
i
n
e
i
s
a
b
o
v
e
t
h
e
w
a
t
e
r
m
a
i
n
,
t
h
e
n
o
n
-
p
o
t
a
b
l
e
l
i
n
e
s
h
a
l
l
b
e
P
V
C
p
r
e
s
s
u
r
e
p
i
p
e
c
o
n
f
o
r
m
i
n
g
t
o
A
W
W
A
C
-
9
0
0
a
n
d
w
a
t
e
r
t
i
g
h
t
j
o
i
n
t
s
f
o
r
a
d
i
s
t
a
n
c
e
o
f
t
e
n
f
e
e
t
(
1
0
'
)
o
n
b
o
t
h
s
i
d
e
s
o
f
t
h
e
w
a
t
e
r
m
a
i
n
,
o
r
s
l
e
e
v
e
n
o
n
-
p
o
t
a
b
l
e
o
r
p
o
t
a
b
l
e
m
a
i
n
w
i
t
h
p
o
t
a
b
l
e
w
a
t
e
r
c
l
a
s
s
p
i
p
e
f
o
r
t
e
n
(
1
0
)
f
e
e
t
e
i
t
h
e
r
s
i
d
e
o
f
c
r
o
s
s
i
n
g
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
S
e
c
t
i
o
n
5
4
2
.
0
7
o
f
t
h
e
I
d
a
h
o
P
u
b
l
i
c
D
r
i
n
k
i
n
g
W
a
t
e
r
S
t
a
n
d
a
r
d
s
.
O
n
e
f
u
l
l
l
e
n
g
t
h
o
f
b
o
t
h
w
a
t
e
r
m
a
i
n
a
n
d
n
o
n
-
p
o
t
a
b
l
e
l
i
n
e
s
h
a
l
l
b
e
c
e
n
t
e
r
e
d
o
v
e
r
t
h
e
c
r
o
s
s
i
n
g
p
o
i
n
t
s
o
t
h
a
t
b
o
t
h
j
o
i
n
t
s
w
i
l
l
b
e
a
s
fa
r
f
r
o
m
t
h
e
c
r
o
s
s
i
n
g
p
o
i
n
t
a
s
p
o
s
s
i
b
l
e
.
I
n
l
i
e
u
o
f
c
o
n
s
t
r
u
c
t
i
n
g
o
r
r
e
c
o
n
s
t
r
u
c
t
i
n
g
t
h
e
n
o
n
-
p
o
t
a
b
l
e
w
a
t
e
r
m
a
i
n
e
i
t
h
e
r
t
h
e
n
o
n
-
p
o
t
a
b
l
e
w
a
t
e
r
m
a
i
n
o
r
w
a
t
e
r
m
a
i
n
J
U
N
E
b
e
e
n
c
a
s
e
d
w
i
t
h
a
s
l
e
e
v
i
n
g
m
a
t
e
r
i
a
l
a
c
c
e
p
t
a
b
l
e
to
t
h
e
D
e
p
a
r
t
m
e
n
t
f
o
r
a
d
i
s
t
a
n
c
e
o
f
t
e
n
h
o
r
i
z
o
n
t
a
l
f
e
e
t
(
1
0
'
)
o
n
b
o
t
h
s
i
d
e
s
o
f
t
h
e
c
r
o
s
s
i
n
g
.
6. T
h
e
w
a
t
e
r
m
a
i
n
s
h
a
l
l
b
e
t
e
s
t
e
d
f
o
r
p
r
e
s
s
u
r
e
,
f
l
u
s
h
i
n
g
,
a
n
d
d
i
s
i
n
f
e
c
t
i
o
n
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
I
S
P
W
C
S
e
c
t
i
o
n
4
0
1
a
n
d
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
A
W
W
A
S
t
a
n
d
a
r
d
C
6
5
1
.
7. W
a
t
e
r
m
e
t
e
r
s
a
n
d
a
l
l
r
e
l
a
t
e
d
a
p
p
u
r
t
e
n
a
n
c
e
'
s
,
i
n
c
l
u
d
i
n
g
r
a
d
i
o
r
e
a
d
h
a
r
d
w
a
r
e
,
w
i
l
l
b
e
p
r
o
v
i
d
e
d
b
y
t
h
e
C
I
T
Y
O
F
R
E
X
B
U
R
G
W
a
t
e
r
D
e
p
a
r
t
m
e
n
t
a
t
t
h
e
r
e
q
u
e
s
t
e
r
'
s
e
x
p
e
n
s
e
.
8. T
h
e
p
a
v
i
n
g
c
o
n
t
r
a
c
t
o
r
s
h
a
l
l
s
e
t
a
n
d
p
o
u
r
c
o
n
c
r
e
t
e
c
o
l
l
a
r
s
o
n
a
l
l
v
a
l
v
e
s
a
n
d
m
a
n
h
o
l
e
s
p
e
r
I
S
P
W
C
S
t
a
n
d
a
r
d
D
r
a
w
i
n
g
S
D
-
4
0
5
.
9. D
o
n
o
t
r
e
i
n
s
t
a
l
l
o
r
l
e
a
v
e
i
n
-
p
l
a
c
e
d
a
m
a
g
e
d
p
i
p
e
d
.
10. W
a
t
e
r
D
e
p
a
r
t
m
e
n
t
a
p
p
r
o
v
e
d
"
M
a
r
k
i
n
g
/
D
e
t
e
c
t
T
a
p
e
"
s
h
a
l
l
b
e
p
l
a
c
e
d
o
v
e
r
a
l
l
w
a
t
e
r
l
i
n
e
s
.
T
a
p
e
s
h
a
l
l
b
e
p
l
a
c
e
d
a
m
i
n
i
m
u
m
o
f
s
i
x
i
n
c
h
e
s
(
6
"
)
a
n
d
m
a
x
i
m
u
m
o
f
t
w
e
l
v
e
i
n
c
h
e
s
(
1
2
"
)
a
b
o
v
e
a
l
l
p
i
p
e
.
11. A
l
l
w
a
t
e
r
s
e
r
v
i
c
e
s
s
h
a
l
l
b
e
r
e
c
o
n
n
e
c
t
e
d
t
o
e
x
i
s
t
i
n
g
s
e
r
v
i
c
e
l
i
n
e
s
.
12. A
l
l
p
r
o
d
u
c
t
s
i
n
c
o
n
t
a
c
t
w
i
t
h
p
o
t
a
b
l
e
w
a
t
e
r
m
u
s
t
c
o
m
p
l
y
w
i
t
h
N
S
F
6
1
r
e
g
u
l
a
t
i
o
n
s
.
13. 1
2
g
a
u
g
e
w
i
r
e
s
h
a
l
l
b
e
s
h
i
e
l
d
e
d
a
n
d
t
a
p
e
d
t
o
w
a
t
e
r
l
i
n
e
.
14. T
h
r
u
s
t
b
l
o
c
k
s
s
h
a
l
l
b
e
i
n
s
t
a
l
l
e
d
p
e
r
t
h
e
l
a
t
e
s
t
e
d
i
t
i
o
n
o
f
I
S
P
W
C
S
D
-
4
0
3
.
R
E
X
B
U
R
G
P
U
B
L
I
C
W
O
R
K
S
J
O
E
L
G
R
A
Y
,
E
N
G
I
N
E
E
R
3
5
N
O
R
T
H
1
S
T
E
A
S
T
R
E
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
(
2
0
8
)
3
5
9
-
3
0
2
0
S
E
W
E
R
C
O
N
S
T
R
U
C
T
I
O
N
1.
F
i
n
a
l
a
p
p
r
o
v
a
l
a
n
d
a
c
c
e
p
t
a
n
c
e
o
f
a
l
l
s
e
w
e
r
c
o
n
s
t
r
u
c
t
i
o
n
w
i
l
l
b
e
b
y
t
h
e
C
I
T
Y
O
F
R
E
X
B
U
R
G
P
u
b
l
i
c
W
o
r
k
s
D
e
p
a
r
t
m
e
n
t
.
2.
S
e
w
e
r
i
n
s
p
e
c
t
i
o
n
w
i
l
l
b
e
b
y
t
h
e
C
I
T
Y
O
F
R
E
X
B
U
R
G
P
u
b
l
i
c
W
o
r
k
s
D
e
p
a
r
t
m
e
n
t
a
n
d
t
h
e
i
r
d
e
c
i
s
i
o
n
s
s
h
o
u
l
d
b
e
c
o
n
s
i
d
e
r
e
d
a
s
f
i
n
a
l
.
T
h
e
C
o
n
t
r
a
c
t
o
r
w
i
l
l
n
o
t
i
f
y
t
h
e
C
I
T
Y
O
F
R
E
X
B
U
R
E
G
P
u
b
l
i
c
W
o
r
k
s
D
e
p
t
.
f
o
r
t
y
-
e
i
g
h
t
(
4
8
)
h
o
u
r
s
p
r
i
o
r
t
o
c
o
n
s
t
r
u
c
t
i
o
n
.
T
h
e
C
I
T
Y
O
F
R
E
X
B
U
R
G
w
i
l
l
p
r
o
v
i
d
e
p
e
r
i
o
d
i
c
i
n
s
p
e
c
t
i
o
n
s
o
f
a
n
e
i
g
h
t
-
h
o
u
r
(
8
)
d
a
y
f
r
o
m
8
:
0
0
a
.
m
.
t
o
5
:
0
0
p
.
m
.
,
f
o
r
a
f
o
r
t
y
-
h
o
u
r
(
4
0
)
w
e
e
k
.
3.
S
e
r
v
i
c
e
l
i
n
e
s
s
h
a
l
l
b
e
m
a
r
k
e
d
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
t
h
e
I
S
P
W
C
s
p
e
c
i
f
i
c
a
t
i
o
n
s
a
n
d
S
t
a
n
d
a
r
d
D
r
a
w
i
n
g
S
D
-
5
1
2
.
S
e
r
v
i
c
e
l
i
n
e
m
a
r
k
e
r
s
s
h
a
l
l
r
e
m
a
i
n
i
n
p
l
a
c
e
d
u
r
i
n
g
c
o
n
s
t
r
u
c
t
i
o
n
a
n
d
b
e
p
r
e
s
e
n
t
f
o
r
f
i
n
a
l
i
n
s
p
e
c
t
i
o
n
.
4.
P
r
i
o
r
t
o
F
i
n
a
l
A
c
c
e
p
t
a
n
c
e
,
a
f
t
e
r
a
l
l
u
t
i
l
i
t
i
e
s
a
r
e
i
n
s
t
a
l
l
e
d
a
n
d
p
r
i
o
r
t
o
p
a
v
i
n
g
,
a
w
a
t
e
r
t
e
s
t
s
h
a
l
l
b
e
c
o
n
d
u
c
t
e
d
.
T
h
e
C
o
n
t
r
a
c
t
o
r
s
h
a
l
l
c
o
n
t
a
c
t
t
h
e
C
I
T
Y
O
F
R
E
X
B
U
R
G
a
m
i
n
i
m
u
m
o
f
t
w
e
n
t
y
-
f
o
u
r
(
2
4
)
h
o
u
r
s
p
r
i
o
r
t
o
t
e
s
t
i
n
g
.
A
l
l
m
a
n
h
o
l
e
s
s
h
a
l
l
b
e
t
e
s
t
e
d
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
t
h
e
I
S
P
W
C
.
5.
T
h
e
s
e
w
e
r
c
o
n
t
r
a
c
t
o
r
s
h
a
l
l
s
u
p
p
l
y
a
l
l
l
i
d
a
s
s
e
m
b
l
i
e
s
a
n
d
t
h
e
r
e
q
u
i
r
e
d
n
u
m
b
e
r
o
f
r
i
s
e
r
s
a
n
d
g
r
a
d
e
r
i
n
g
s
.
T
h
e
s
e
w
e
r
c
o
n
t
r
a
c
t
o
r
s
h
a
l
l
f
i
e
l
d
v
e
r
i
f
y
t
h
e
e
l
e
v
a
t
i
o
n
o
f
t
h
e
t
o
p
o
f
t
h
e
m
a
n
h
o
l
e
c
o
n
e
t
o
a
s
s
u
r
e
t
h
a
t
r
i
n
g
e
l
e
v
a
t
i
o
n
s
m
a
t
c
h
f
i
n
a
l
s
t
r
e
e
t
g
r
a
d
e
s
.
T
h
e
m
a
x
i
m
u
m
h
e
i
g
h
t
o
f
t
h
e
g
r
a
d
e
r
i
n
g
s
s
h
a
l
l
b
e
s
u
c
h
t
h
a
t
t
h
e
f
i
n
i
s
h
g
r
a
d
e
e
l
e
v
a
t
i
o
n
o
f
t
h
e
m
a
n
h
o
l
e
f
r
a
m
e
a
n
d
c
o
v
e
r
s
h
a
l
l
n
o
t
b
e
m
o
r
e
t
h
a
n
t
w
e
l
v
e
i
n
c
h
e
s
(
1
2
"
)
a
b
o
v
e
t
h
e
m
a
n
h
o
l
e
c
o
n
e
.
6.
T
h
e
p
a
v
i
n
g
c
o
n
t
r
a
c
t
o
r
s
h
a
l
l
s
e
t
t
h
e
g
r
a
d
e
r
i
n
g
s
a
n
d
p
o
u
r
t
h
e
c
o
n
c
r
e
t
e
c
o
l
l
a
r
s
p
e
r
I
S
P
W
C
S
t
a
n
d
a
r
d
D
r
a
w
i
n
g
S
D
-
5
0
8
.
T
h
e
p
a
v
i
n
g
c
o
n
t
r
a
c
t
o
r
s
h
a
l
l
c
o
n
t
a
c
t
t
h
e
C
I
T
Y
O
F
R
E
X
B
U
R
G
P
u
b
l
i
c
W
o
r
k
s
D
e
p
t
.
t
w
e
n
t
y
-
f
o
u
r
(
2
4
)
h
o
u
r
s
p
r
i
o
r
t
o
p
o
u
r
i
n
g
c
o
n
c
r
e
t
e
c
o
l
l
a
r
s
.
7.
T
h
e
h
o
r
i
z
o
n
t
a
l
s
e
p
a
r
a
t
i
o
n
o
f
t
h
e
w
a
t
e
r
a
n
d
s
e
w
e
r
m
a
i
n
s
s
h
a
l
l
b
e
a
m
i
n
i
m
u
m
o
f
t
e
n
f
e
e
t
(
1
0
'
)
.
W
h
e
r
e
i
t
i
s
n
e
c
e
s
s
a
r
y
f
o
r
s
e
w
e
r
,
s
t
o
r
m
d
r
a
i
n
,
o
r
i
r
r
i
g
a
t
i
o
n
(
n
o
n
-
p
o
t
a
b
l
e
l
i
n
e
s
)
a
n
d
w
a
t
e
r
t
o
c
r
o
s
s
e
a
c
h
o
t
h
e
r
a
n
d
t
h
e
n
o
n
-
p
o
t
a
b
l
e
l
i
n
e
i
s
l
e
s
s
t
h
a
n
e
i
g
h
t
e
e
n
i
n
c
h
e
s
(
1
8
"
)
b
e
l
o
w
,
o
r
t
h
e
n
o
n
-
p
o
t
a
b
l
e
l
i
n
e
i
s
a
b
o
v
e
t
h
e
w
a
t
e
r
m
a
i
n
,
t
h
e
n
o
n
-
p
o
t
a
b
l
e
l
i
n
e
s
h
a
l
l
b
e
a
P
V
C
p
r
e
s
s
u
r
e
p
i
p
e
c
o
n
f
o
r
m
i
n
g
t
o
A
W
W
A
C
-
9
0
0
a
n
d
w
a
t
e
r
t
i
g
h
t
j
o
i
n
t
s
f
o
r
a
d
i
s
t
a
n
c
e
o
f
t
e
n
f
e
e
t
(
1
0
'
)
o
n
b
o
t
h
s
i
d
e
s
o
f
t
h
e
w
a
t
e
r
m
a
i
n
,
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
S
e
c
t
i
o
n
5
5
0
.
0
6
o
f
t
h
e
I
d
a
h
o
P
u
b
l
i
c
D
r
i
n
k
i
n
g
W
a
t
e
r
S
t
a
n
d
a
r
d
s
.
O
n
e
f
u
l
l
l
e
n
g
t
h
o
f
b
o
t
h
w
a
t
e
r
m
a
i
n
a
n
d
n
o
n
-
p
o
t
a
b
l
e
l
i
n
e
s
h
a
l
l
b
e
c
e
n
t
e
r
e
d
o
v
e
r
t
h
e
c
r
o
s
s
i
n
g
p
o
i
n
t
s
o
t
h
a
t
b
o
t
h
j
o
i
n
t
s
w
i
l
l
b
e
a
s
f
a
r
f
r
o
m
t
h
e
c
r
o
s
s
i
n
g
p
o
i
n
t
a
s
p
o
s
s
i
b
l
e
.
8.
G
r
o
u
n
d
w
a
t
e
r
l
e
v
e
l
s
s
h
a
l
l
b
e
m
a
i
n
t
a
i
n
e
d
b
e
l
o
w
t
h
e
b
o
t
t
o
m
o
f
t
h
e
t
r
e
n
c
h
d
u
r
i
n
g
t
h
e
p
i
p
e
l
a
y
i
n
g
a
n
d
p
i
p
e
j
o
i
n
i
n
g
o
p
e
r
a
t
i
o
n
s
.
9.
A
l
l
s
t
a
t
i
o
n
i
n
g
o
n
t
h
e
S
a
n
i
t
a
r
y
S
e
w
e
r
l
i
n
e
r
e
l
a
t
e
s
t
o
t
h
e
s
t
r
e
e
t
c
e
n
t
e
r
l
i
n
e
s
t
a
t
i
o
n
i
n
g
.
10.
T
h
e
s
e
w
e
r
m
a
i
n
s
h
a
l
l
b
e
t
e
s
t
e
d
f
o
r
d
e
f
l
e
c
t
i
o
n
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
t
h
e
I
S
P
W
C
.
A
l
l
s
e
w
e
r
l
i
n
e
s
s
h
a
l
l
b
e
t
e
l
e
v
i
s
e
d
w
i
t
h
a
c
l
o
s
e
d
c
i
r
c
u
i
t
t
e
l
e
v
i
s
i
o
n
c
a
m
e
r
a
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
t
h
e
I
S
P
W
C
.
N
o
s
t
a
n
d
i
n
g
w
a
t
e
r
s
h
a
l
l
b
e
p
r
e
s
e
n
t
.
11.
T
h
e
C
o
n
t
r
a
c
t
o
r
s
h
a
l
l
l
e
a
v
e
t
h
e
e
x
c
a
v
a
t
i
o
n
f
o
r
t
h
e
u
p
s
t
r
e
a
m
e
n
d
o
f
a
l
l
s
e
r
v
i
c
e
l
i
n
e
s
o
p
e
n
f
o
r
f
i
e
l
d
v
e
r
i
f
i
c
a
t
i
o
n
o
f
t
h
e
i
n
v
e
r
t
e
l
e
v
a
t
i
o
n
b
y
t
h
e
C
I
T
Y
O
F
R
E
X
B
U
R
G
P
u
b
l
i
c
W
o
r
k
s
D
e
p
t
.
I
n
s
p
e
c
t
o
r
.
T
h
e
C
o
n
t
r
a
c
t
o
r
s
h
a
l
l
n
o
t
b
a
c
k
f
i
l
l
t
h
e
e
n
d
s
o
f
s
e
r
v
i
c
e
l
i
n
e
s
u
n
t
i
l
h
e
h
a
s
o
b
t
a
i
n
e
d
a
p
p
r
o
v
a
l
f
r
o
m
t
h
e
C
I
T
Y
O
F
R
E
X
B
U
R
G
P
u
b
l
i
c
W
o
r
k
s
I
n
s
p
e
c
t
o
r
o
r
m
a
d
e
o
t
h
e
r
a
r
r
a
n
g
e
m
e
n
t
s
f
o
r
t
h
e
v
e
r
i
f
i
c
a
t
i
o
n
o
f
s
e
r
v
i
c
e
l
i
n
e
i
n
v
e
r
t
e
l
e
v
a
t
i
o
n
s
.
I
n
v
e
r
t
e
l
e
v
a
t
i
o
n
s
s
h
o
w
n
o
n
p
l
a
n
s
a
r
e
c
a
l
c
u
l
a
t
e
d
a
t
t
h
e
e
n
d
o
f
t
h
e
s
e
r
v
i
c
e
l
i
n
e
s
.
12.
T
h
e
C
o
n
t
r
a
c
t
o
r
s
h
a
l
l
c
o
n
s
t
r
u
c
t
t
h
e
s
a
n
i
t
a
r
y
s
e
w
e
r
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
t
h
e
p
l
a
n
s
a
p
p
r
o
v
e
d
b
y
t
h
e
C
I
T
Y
O
F
R
E
X
B
U
R
G
P
u
b
l
i
c
W
o
r
k
s
D
e
p
a
r
t
m
e
n
t
.
T
h
e
s
e
p
l
a
n
s
w
i
l
l
b
e
p
r
o
v
i
d
e
d
t
o
t
h
e
C
o
n
t
r
a
c
t
o
r
b
y
t
h
e
P
r
o
j
e
c
t
I
n
s
p
e
c
t
o
r
p
r
i
o
r
t
o
c
o
n
s
t
r
u
c
t
i
o
n
.
W
o
r
k
s
h
a
l
l
n
o
t
b
e
d
o
n
e
w
i
t
h
o
u
t
t
h
e
c
u
r
r
e
n
t
s
e
t
o
f
a
p
p
r
o
v
e
d
p
l
a
n
s
.
13.
A
l
l
s
a
n
i
t
a
r
y
s
e
w
e
r
s
e
r
v
i
c
e
l
i
n
e
s
s
h
a
l
l
b
e
f
o
u
r
i
n
c
h
(
4
"
)
P
V
C
,
s
t
u
b
b
e
d
f
i
f
t
e
e
n
f
e
e
t
(
1
5
'
)
i
n
t
o
t
h
e
l
o
t
s
.
S
e
w
e
r
s
e
r
v
i
c
e
s
m
u
s
t
b
e
p
l
a
c
e
d
w
i
t
h
a
m
i
n
i
m
u
m
o
f
2
%
s
l
o
p
e
a
n
d
i
d
e
n
t
i
f
i
e
d
b
y
a
2
"
x
4
"
b
o
a
r
d
p
l
a
c
e
d
a
t
t
h
e
e
n
d
o
f
s
t
u
b
a
n
d
p
a
i
n
t
e
d
g
r
e
e
n
.
14.
S
t
a
n
d
a
r
d
s
a
n
i
t
a
r
y
s
e
w
e
r
m
a
n
h
o
l
e
s
t
o
b
e
c
o
n
s
t
r
u
c
t
e
d
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
I
S
P
W
C
S
t
a
n
d
a
r
d
D
r
a
w
i
n
g
S
D
-
5
0
1
,
a
n
d
D
r
o
p
M
a
n
h
o
l
e
s
p
e
r
I
S
P
W
C
S
D
-
5
0
4
w
i
t
h
a
w
y
e
a
n
d
4
5
°
e
l
b
o
w
i
n
l
i
e
u
o
f
a
t
e
e
a
n
d
9
0
°
e
l
b
o
w
.
15.
A
l
l
s
a
n
i
t
a
r
y
s
e
w
e
r
s
e
r
v
i
c
e
l
i
n
e
t
r
e
n
c
h
e
s
s
h
a
l
l
b
e
t
e
s
t
e
d
f
o
r
c
o
m
p
a
c
t
i
o
n
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
t
h
e
I
S
P
W
C
S
t
a
n
d
a
r
d
s
.
16.
S
t
o
r
m
d
r
a
i
n
a
n
d
i
r
r
i
g
a
t
i
o
n
s
t
r
e
e
t
c
r
o
s
s
i
n
g
s
h
a
l
l
u
t
i
l
i
z
e
T
y
p
e
1
b
e
d
d
i
n
g
m
a
t
e
r
i
a
l
,
p
l
a
c
e
d
i
n
s
i
x
i
n
c
h
(
6
"
)
l
a
y
e
r
s
a
s
p
e
r
I
S
P
W
C
T
y
p
i
c
a
l
T
r
e
n
c
h
D
e
t
a
i
l
,
D
r
a
w
i
n
g
S
D
-
3
0
1
.
17.
S
t
o
r
m
d
r
a
i
n
m
a
n
h
o
l
e
s
t
o
b
e
c
o
n
s
t
r
u
c
t
e
d
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
I
S
P
W
C
S
t
a
n
d
a
r
d
D
r
a
w
i
n
g
S
D
-
6
1
2
.
18.
D
o
n
o
t
r
e
i
n
s
t
a
l
l
o
r
l
e
a
v
e
i
n
-
p
l
a
c
e
d
a
m
a
g
e
d
p
i
p
e
.
19.
S
e
w
e
r
D
e
p
a
r
t
m
e
n
t
a
p
p
r
o
v
e
d
"
M
a
r
k
i
n
g
/
D
e
t
e
c
t
T
y
p
e
"
s
h
a
l
l
b
e
p
l
a
c
e
d
o
v
e
r
a
l
l
s
a
n
i
t
a
r
y
s
e
w
e
r
l
i
n
e
s
.
T
a
p
e
i
s
t
o
b
e
p
l
a
c
e
d
a
m
i
n
i
m
u
m
o
f
s
i
x
i
n
c
h
e
s
(
6
"
)
a
n
d
m
a
x
i
m
u
m
o
f
t
w
e
l
v
e
i
n
c
h
e
s
(
1
2
"
)
a
b
o
v
e
a
l
l
p
i
p
e
.
C
I
V
I
L
E
N
G
I
N
E
E
R
H
L
E
,
I
N
C
.
L
U
K
E
J
O
L
L
E
Y
,
P
.
E
.
8
0
0
J
U
D
I
C
I
A
L
S
T
R
E
E
T
B
L
A
C
K
F
O
O
T
,
I
D
A
H
O
8
3
2
2
1
(
2
0
8
)
2
2
6
-
5
7
6
4
S
U
R
V
E
Y
O
R
H
L
E
,
I
N
C
.
C
L
I
N
T
M
.
J
O
L
L
E
Y
,
P
.
L
.
S
.
9
8
5
N
O
R
T
H
C
A
P
I
T
A
L
I
D
A
H
O
F
A
L
L
S
,
I
D
A
H
O
8
3
4
0
2
(
2
0
8
)
5
2
4
-
0
2
1
2
O
W
N
E
R
A
M
E
R
C
O
2
7
2
7
N
O
R
T
H
C
E
N
T
R
A
L
P
H
O
E
N
I
X
,
A
R
I
Z
O
N
A
8
5
0
0
4
6
0
2
-
2
6
3
-
6
5
0
2
E
L
E
C
T
R
I
C
A
L
C
O
N
S
T
R
U
C
T
I
O
N
C
o
o
r
d
i
n
a
t
e
a
l
l
n
e
w
e
l
e
c
t
r
i
c
a
l
f
a
c
i
l
i
t
i
e
s
w
i
t
h
R
o
c
k
y
M
o
u
n
t
a
i
n
P
o
w
e
r
p
r
i
o
r
t
o
c
o
n
s
t
r
u
c
t
i
o
n
.
4
'
'
S
S
)
4'' SS (
1
-
1
/
2
'
'
W
1
-
1
/
2
'
'
W
1
-
1
/
2
'
'
W
6
'
'
W
6
'
'
W
6
'
'
W
RW RW RW RW RW RW RW
X
X
1-1/2'' W6'' W
X
1582.74'833.00'
4855
4855
4856
4854
4
8
5
5
4
8
5
6
4
8
5
5
4
8
5
4
4855
4857
48544855
4
8
5
5
4854.5
4854.5
4
8
5
7
4
8
5
4
4
8
5
7
4
8
5
6
E
O
E
O
E
O
E
O
E
O
E
O
E
O
8'' SAN (SS SS SS
10''WTR 10''WTR 10''WTR 10''WTR
T T T T
FO FO FO FO FO
SS SS SS SS SS
OHP OHP OHP OHP OHP OHP OHP OHP OHP
S
8
9
°
4
1
'
4
2
"
W
3
6
5
.
7
6
'
S0°24'10"E 293.07'
N89°49'26"E 341.21'N6°30'23"W 506.69'
S
8
9
°
4
9
'
2
5
"
W
6
5
2
.
7
6
'
N0°18'18"W 220.00'
N0°18'18"W 2635.74'
4
8
5
5
C
E
N
T
E
R
1
/
4
C
O
R
S
E
C
2
4
A
L
U
M
I
N
U
M
C
A
P
C
P
&
F
I
N
S
T
.
N
O
.
2
6
8
7
9
3
S
O
U
T
H
1
/
4
C
O
R
S
E
C
2
4
A
L
U
M
I
N
U
M
C
A
P
C
P
&
F
I
N
S
T
.
N
O
.
X
X
X
X
X
X
2
4
2
5
C
H
E
C
K
B
Y
D
A
T
E
S
H
E
E
T
S
D
R
A
W
N
B
Y
R
E
V
I
S
I
O
N
S
O
F
S
H
E
E
T
N
O
.
D
E
S
I
G
N
B
Y
S
W
S
W
R
H
L
E
J
O
B
N
O
:
D
A
T
E
:
2
2
-
1
3
7
A
U
G
U
S
T
2
0
2
2
REXBURG, IDAHO
MOUNTAIN WEST RENTALS AND SALES
6
COPYRIGHT 2022 HLE ALL RIGHTS RESERVED.c
civil & structural engineering
materials testing & land surveying
101 S. Park Avenue, Idaho Falls, ID 83402, (208)524-0212
800 W. Judicial Street, Blackfoot, ID 83221, (208)785-2977hleinc.com
COPYRIGHT 2022 HLE ALL RIGHTS RESERVED.c
OVERALL LAYOUT
3
D
A
M
M
L
L
C
R
P
R
6
N
3
9
E
2
4
6
6
0
0
HIGHWAY 20
P
I
O
N
E
E
R
F
A
R
M
E
Q
U
I
P
M
E
N
T
R
P
R
X
B
C
A
0
2
4
7
1
2
0
AIRPORT ROAD
HAMILTONENTERPRISES LLCRPRAIRCP020080
H
A
R
M
O
N
Y
I
N
V
E
S
T
M
E
N
T
S
L
P
R
P
R
A
I
R
C
P
0
2
0
0
9
0
H
A
R
M
O
N
Y
I
N
V
E
S
T
M
E
N
T
S
L
P
R
P
R
A
I
R
C
P
0
2
0
1
0
0
COMMAND PROPERTIES LLCRPR6N39E246610
4
'
'
S
S
)
4'' SS (4'' SS (
1
-
1
/
2
'
'
W
1
-
1
/
2
'
'
W
1
-
1
/
2
'
'
W
1
-
1
/
2
'
'
W
1
-
1
/
2
'
'
W
6
'
'
W
6
'
'
W
6
'
'
W
6
'
'
W
6
'
'
W
RW RW RW RW RW RW RW RW RW RW RW
XX
X
1-1/2'' W
6'' W
X
4855
4855
4856
48544855
4
8
5
6
4855 4854 4855
4857
48544855 4855
4854.5
4854.5
4
8
5
7
4
'
'
S
S
)
4854
4
8
5
7
4
8
5
6
EOEOEOEOE
O
E
O
E
O
E
O
E
O
E
O
8'' SAN (8'' SAN (SS SS SS SS
10''WTR 10''WTR 10''WTR 10''WTR 10''WTR 10''WTR 10''WTR
6
'
'
W
T
R
T T T T T T T
FO FO FO FO FO FO FO
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
4
8
5
5
4855
4856
4858
48554854
4
8
5
6
48554856
4857
4856
4856
4
8
5
6
4
8
5
7
4858
4858
4857
4
8
5
5
4
8
5
5
4
8
5
7
.
7
4
T
O
C
-
S
W
4
8
5
7
.
7
8
T
O
C
-
S
W
4
8
5
7
.
8
0
T
O
C
-
S
W
4
8
5
7
.
7
7
T
O
C
-
S
W
4
8
5
5
.
1
5
T
S
W
4
8
5
6
.
4
0
T
S
W
4
8
5
6
.
1
1
T
S
W
C
H
E
C
K
B
Y
D
A
T
E
S
H
E
E
T
S
D
R
A
W
N
B
Y
R
E
V
I
S
I
O
N
S
O
F
S
H
E
E
T
N
O
.
D
E
S
I
G
N
B
Y
S
W
S
W
R
H
L
E
J
O
B
N
O
:
D
A
T
E
:
2
2
-
1
3
7
A
U
G
U
S
T
2
0
2
2
REXBURG, IDAHO
MOUNTAIN WEST RENTALS AND SALES
6
COPYRIGHT 2022 HLE ALL RIGHTS RESERVED.c
civil & structural engineering
materials testing & land surveying
101 S. Park Avenue, Idaho Falls, ID 83402, (208)524-0212
800 W. Judicial Street, Blackfoot, ID 83221, (208)785-2977hleinc.com
COPYRIGHT 2022 HLE ALL RIGHTS RESERVED.c
GENERAL LAYOUT
4
5
0
'
R
W
S
I
T
E
N
O
T
E
S
:
I
N
S
T
A
L
L
P
A
R
K
I
N
G
L
O
T
P
A
I
N
T
P
E
R
A
R
C
H
I
T
E
C
T
U
R
A
L
P
L
A
N
A
N
D
C
U
R
R
E
N
T
M
U
T
C
D
S
T
A
N
D
A
R
D
S
.
I
N
S
T
A
L
L
9
'
X
2
0
'
S
T
A
N
D
A
R
D
A
D
A
S
T
A
L
L
,
I
N
S
T
A
L
L
A
P
P
R
O
P
R
I
A
T
E
S
U
R
F
A
C
E
M
A
R
K
I
N
G
S
A
N
D
S
I
G
N
S
.
S
A
W
C
U
T
2
'
M
I
N
I
M
U
M
A
N
D
R
E
P
L
A
C
E
A
S
P
H
A
L
T
P
E
R
I
S
P
W
C
S
T
A
N
D
A
R
D
D
E
T
A
I
L
S
D
-
3
0
3
.
I
N
S
T
A
L
L
D
R
I
V
E
W
A
Y
,
C
U
R
B
A
N
D
S
I
D
E
W
A
L
K
P
E
R
C
I
T
Y
O
F
R
E
X
B
U
R
G
S
T
A
N
D
A
R
D
D
E
T
A
I
L
N
O
.
7
.
6
'
C
O
N
C
R
E
T
E
P
A
R
K
I
N
G
B
U
M
P
E
R
.
S
E
E
A
R
C
H
I
T
E
C
T
U
R
A
L
S
I
T
E
P
L
A
N
.
I
N
S
T
A
L
L
F
L
E
X
I
B
L
E
P
A
V
E
M
E
N
T
B
A
L
L
A
S
T
P
E
R
D
E
T
A
I
L
1
O
N
T
H
I
S
S
H
E
E
T
.
I
N
S
T
A
L
L
4
"
T
H
I
C
K
F
L
U
S
H
S
I
D
E
W
A
L
K
P
E
R
I
S
P
W
C
S
T
A
N
D
A
R
D
.
D
W
G
.
S
D
-
7
0
9
.
N
E
W
U
T
I
L
I
T
Y
I
N
S
T
A
L
L
A
T
I
O
N
.
S
E
E
U
T
I
L
I
T
Y
P
L
A
N
O
N
S
H
E
E
T
6
.
T
R
A
S
H
E
N
C
L
O
S
U
R
E
P
E
R
C
I
T
Y
O
F
R
E
X
B
U
R
G
S
T
A
N
D
A
R
D
D
E
T
A
I
L
N
O
.
1
1
.
1
2
3
4
5
6
7
8
1
1
0
'
P
U
E
2
0
D
A
M
M
L
L
C
R
P
R
6
N
3
9
E
2
4
6
6
0
0
COMMAND PROPERTIES LLCRPR6N39E24661025'230'10'
20'8'26'10'80'10'26'39'
P
I
O
N
E
E
R
F
A
R
M
E
Q
U
I
P
M
E
N
T
R
P
R
X
B
C
A
0
2
4
7
1
2
0
GATE
1
0
'
GATE
GATE
C
E
N
T
E
R
1
/
4
C
O
R
S
E
C
2
4
A
L
U
M
I
N
U
M
C
A
P
C
P
&
F
I
N
S
T
.
N
O
.
2
6
8
7
9
3
S
O
U
T
H
1
/
4
C
O
R
S
E
C
2
4
A
L
U
M
I
N
U
M
C
A
P
C
P
&
F
I
N
S
T
.
N
O
.
X
X
X
X
X
X
2
4
2
5
2
0
'
6
'
5
'
S
W
5
8
'
3
7
'
FF=4856.30
1
3
9
4
3
4
5
5
77
7
7 666
6
6
6
5
5
N
O
T
E
S
:
1
.
A
L
L
C
O
N
S
T
R
U
C
T
I
O
N
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
C
I
T
Y
O
F
R
E
X
B
U
R
G
S
T
A
N
D
A
R
D
S
.
2
.
A
L
L
G
A
T
E
S
T
O
R
E
Q
U
I
R
E
A
K
N
O
X
B
O
X
F
O
R
F
I
R
E
D
E
P
A
R
T
M
E
N
T
.
3
.
M
I
N
I
M
U
M
G
A
T
E
W
I
D
T
H
I
S
2
0
'
P
E
R
I
F
C
2
0
1
8
A
P
P
E
N
D
I
X
D
1
0
3
.
5
.
4
.
3
0
'
x
3
0
'
S
I
T
E
T
R
I
A
N
G
L
E
W
I
T
H
N
O
O
B
S
T
R
U
C
T
I
O
N
P
E
R
C
I
T
Y
O
F
R
E
X
B
U
R
G
O
R
D
I
N
A
N
C
E
N
O
1
0
2
7
,
S
E
C
T
I
O
N
I
I
I
,
N
O
.
1
.
9
4
"
D
E
P
T
H
C
R
U
S
H
E
D
3
4
"
M
I
N
U
S
A
G
G
R
E
G
A
T
E
L
E
V
E
L
I
N
G
C
O
U
R
S
E
C
O
M
P
A
C
T
E
D
T
O
9
5
%
A
S
T
M
D
6
9
8
1
2
"
D
E
P
T
H
U
N
C
R
U
S
H
E
D
A
G
G
R
E
G
A
T
E
S
U
B
B
A
S
E
C
O
U
R
S
E
C
O
M
P
A
C
T
E
D
T
O
9
5
%
A
S
T
M
D
6
9
8
S
U
B
G
R
A
D
E
E
A
R
T
H
C
O
M
P
A
C
T
E
D
T
O
9
5
%
A
S
T
M
D
6
9
8
2
.
5
"
D
E
P
T
H
A
S
P
H
A
L
T
P
L
A
N
T
M
I
X
A
S
P
H
A
L
T
B
A
L
L
A
S
T
S
E
C
T
I
O
N
(
N
.
T
.
S
.
)
1
26'
26'
7
1
5'
1
0
'
W
I
D
E
E
L
E
C
T
R
I
C
E
A
S
E
M
E
N
T
AIRPORT ROAD
T
R
A
S
H
E
N
C
L
O
S
U
R
E
RETENTION AREA
RETENTION AREA
AND SNOW STORAGE
3600 sf
C
O
N
N
E
C
T
T
O
E
X
I
S
T
I
N
G
6
"
W
A
T
E
R
S
T
U
B
E
X
I
S
T
I
N
G
F
I
B
E
R
O
P
T
I
C
T
O
R
E
M
A
I
N
E
X
I
S
T
I
N
G
P
O
W
E
R
P
O
L
E
T
O
R
E
M
A
I
N
E
X
I
S
T
I
N
G
D
R
A
I
N
A
G
E
S
T
R
U
C
T
U
R
E
T
O
R
E
M
A
I
N
E
X
I
S
T
I
N
G
P
A
V
E
M
E
N
T
E
X
I
S
T
I
N
G
L
A
N
D
S
C
A
P
E
A
R
E
A
N
A
T
U
R
A
L
G
R
O
U
N
D
G
R
A
S
S
/
D
I
R
T
NATURAL GROUNDGRASS/DIRT EXISTING LANDSCAPE AREA
C
O
N
N
E
C
T
T
O
E
X
I
S
T
I
N
G
S
E
W
E
R
S
T
U
B
R
E
T
E
N
T
I
O
N
A
R
E
A
F
I
R
E
C
O
N
N
E
C
T
I
O
N
A
N
D
G
O
N
G
S
E
E
A
C
H
I
T
E
C
T
U
R
A
L
E
L
E
V
A
T
I
O
N
S
A
C
U
N
I
T
S
O
V
E
R
H
A
N
G
(
T
Y
P
)
ROLL
U
P
D
O
O
R
W
/
B
O
L
L
A
R
D
S
(
T
Y
P
)
GAS METER
3
0
'
x
3
0
'
S
I
T
E
T
R
I
A
N
G
L
E
S
E
E
N
O
T
E
4
(
T
Y
P
B
O
T
H
S
I
D
E
S
O
F
E
N
T
R
A
N
C
E
)
S
E
E
N
O
T
E
S
2
A
N
D
3
S
E
E
N
O
T
E
S
2
A
N
D
3
SEE NOTES 2 AND 3
3
0
'
x
3
0
'
S
I
T
E
T
R
I
A
N
G
L
E
S
E
E
N
O
T
E
4
(
T
Y
P
B
O
T
H
S
I
D
E
S
O
F
E
N
T
R
A
N
C
E
)
ELECTRIC APPURTE
N
A
N
C
E
PER ROCKY MOUNTAIN P
O
W
E
R
7' MIN.
4
'
'
S
S
)
4'' SS (4'' SS (
1
-
1
/
2
'
'
W
1
-
1
/
2
'
'
W
1
-
1
/
2
'
'
W
1
-
1
/
2
'
'
W
1
-
1
/
2
'
'
W
6
'
'
W
6
'
'
W
6
'
'
W
6
'
'
W
6
'
'
W
RW RW RW RW RW RW RW RW RW RW RW
XX
X
1-1/2'' W
6'' W
X
1.54%
3.28%
1
.
9
3
%
2.61%3.72%4.38%0.40%
3.22%
4.15%
1.85%
3.33%
1
.
0
9
%
5
.
5
8
%
2
.
8
8
%
5
.
6
1
%
4
.
1
7
%
2.00%2.00%
2
.
0
0
%
2.00%
4855
4855
4856
48544855
4
8
5
6
4855 4854 4855
4857
48544855 4855
4854.5
4854.5
4
8
5
7
4
'
'
S
S
)
4854
4
8
5
7
4
8
5
6
EOEOEOEOE
O
E
O
E
O
E
O
E
O
E
O
8'' SAN (8'' SAN (SS SS SS SS
10''WTR 10''WTR 10''WTR 10''WTR 10''WTR 10''WTR 10''WTR
6
'
'
W
T
R
T T T T T T T
FO FO FO FO FO FO FO
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
4
8
5
5
4855
4856
4858
48554854
4
8
5
6
48554856
4857
4856
4856
4
8
5
6
4
8
5
7
4858
4858
4857
4
8
5
5
G
B
G
B
G
B
G
B
G
B
G
B
G
B
4
8
5
5
F
L
:
4
8
5
7
.
4
0
F
L
:
4
8
5
7
.
2
7
F
L
:
4
8
5
7
.
4
7
F
L
:
4
8
5
7
.
5
3
F
L
:
4
8
5
7
.
5
4
F
L
:
4
8
5
7
.
3
2
F
L
:
4
8
5
7
.
2
2
F
L
:
4
8
5
7
.
0
7
4
8
5
7
.
8
7
T
O
A
-
S
W
4
8
5
7
.
9
0
T
O
A
-
S
W
4
8
5
5
.
2
0
T
O
A
4
8
5
5
.
0
0
T
O
A
4
8
5
7
.
8
8
T
O
A
-
S
W
4
8
5
5
.
2
0
T
O
A
4
8
5
5
.
0
0
T
O
A
4
8
5
7
.
8
4
T
O
A
-
S
W
4
8
5
6
.
0
0
T
O
A
4
8
5
6
.
5
0
T
O
A
-
S
W
4
8
5
6
.
2
1
T
O
A
-
S
W
4
8
5
5
.
3
0
T
O
A
-
S
W
4
8
5
5
.
2
5
T
O
A
-
S
W
4855.00TOA 4854.50TOA
4
8
5
6
.
5
0
T
O
A
4
8
5
6
.
4
0
T
O
A
4
8
5
6
.
0
5
T
O
A
4
8
5
6
.
1
0
T
O
A
-
S
W
4
8
5
6
.
1
0
T
O
A
-
S
W
4856.10TOA-SW 4856.10TOA-SW
4
8
5
7
.
7
4
T
O
C
-
S
W
4
8
5
7
.
7
8
T
O
C
-
S
W
4
8
5
7
.
8
0
T
O
C
-
S
W
4
8
5
5
.
9
0
F
L
4853.98FL
4
8
5
7
.
7
7
T
O
C
-
S
W
4
8
5
5
.
2
5
T
O
A
4
8
5
5
.
1
2
F
L
4
8
5
5
.
1
5
T
S
W
4
8
5
6
.
4
0
T
S
W
4
8
5
6
.
1
1
T
S
W
C
H
E
C
K
B
Y
D
A
T
E
S
H
E
E
T
S
D
R
A
W
N
B
Y
R
E
V
I
S
I
O
N
S
O
F
S
H
E
E
T
N
O
.
D
E
S
I
G
N
B
Y
S
W
S
W
R
H
L
E
J
O
B
N
O
:
D
A
T
E
:
2
2
-
1
3
7
A
U
G
U
S
T
2
0
2
2
REXBURG, IDAHO
MOUNTAIN WEST RENTALS AND SALES
6
COPYRIGHT 2022 HLE ALL RIGHTS RESERVED.c
civil & structural engineering
materials testing & land surveying
101 S. Park Avenue, Idaho Falls, ID 83402, (208)524-0212
800 W. Judicial Street, Blackfoot, ID 83221, (208)785-2977hleinc.com
COPYRIGHT 2022 HLE ALL RIGHTS RESERVED.c
GRADING PLAN
5
E
L
E
V
A
T
I
O
N
O
F
T
O
P
B
A
C
K
O
F
C
U
R
B
P
O
I
N
T
O
F
C
U
R
V
A
T
U
R
E
H
I
G
H
P
O
I
N
T
S
W
A
L
E
L
O
W
P
O
I
N
T
F
G
H
P
P
C
L
P
4
7
1
0
.
5
4
7
1
0
.
5
4
7
1
0
.
5
4
7
1
0
.
5
S
W
4
7
1
0
.
5
T
O
P
O
F
S
I
D
E
W
A
L
K
T
B
C
4
7
1
0
.
5
M
A
T
C
H
E
X
I
S
T
I
N
G
M
A
T
C
H
4
7
1
0
.
5
4
7
1
0
.
5
C
T
O
P
O
F
C
O
N
C
R
E
T
E
T
O
P
O
F
A
S
P
H
A
L
T
T
O
A
4
7
1
0
.
5
T
O
P
B
A
C
K
W
A
L
L
4
7
1
0
.
5
4
7
1
0
.
5
V
A
L
L
E
Y
G
U
T
T
E
R
G
B
T
B
W
V
G
4
7
1
0
.
5
G
R
A
D
E
B
R
E
A
K
T
O
P
O
F
G
R
O
U
N
D
/
L
A
N
D
S
C
A
P
E
G
R
N
D
4
7
1
0
.
5
G
R
A
D
I
N
G
L
E
G
E
N
D
:
STORM AREA A71,100 sfVR=3,649 cfVP=7,200 cf
S
T
O
R
M
A
R
E
A
B
5
7
,
5
0
0
s
f
V
R
=
1
,
0
8
8
c
f
V
P
=
1
,
3
0
0
c
f
5
0
'
R
W
1
0
'
P
U
E
D
A
M
M
L
L
C
R
P
R
6
N
3
9
E
2
4
6
6
0
0
COMMAND PROPERTIES LLCRPR6N39E246610
P
I
O
N
E
E
R
F
A
R
M
E
Q
U
I
P
M
E
N
T
R
P
R
X
B
C
A
0
2
4
7
1
2
0
GATE
GATE
GATE
C
E
N
T
E
R
1
/
4
C
O
R
S
E
C
2
4
A
L
U
M
I
N
U
M
C
A
P
C
P
&
F
I
N
S
T
.
N
O
.
2
6
8
7
9
3
S
O
U
T
H
1
/
4
C
O
R
S
E
C
2
4
A
L
U
M
I
N
U
M
C
A
P
C
P
&
F
I
N
S
T
.
N
O
.
X
X
X
X
X
X
2
4
2
5
6
'
5
'
S
W
FF=4856.30
AIRPORT ROAD
T
R
A
S
H
E
N
C
L
O
S
U
R
E
RETENTION AREA
E
X
I
S
T
I
N
G
P
A
V
E
M
E
N
T
E
X
I
S
T
I
N
G
L
A
N
D
S
C
A
P
E
A
R
E
A
N
A
T
U
R
A
L
G
R
O
U
N
D
G
R
A
S
S
/
D
I
R
T
NATURAL GROUNDGRASS/DIRT EXISTING LANDSCAPE AREA
M
A
T
C
H
E
X
I
S
T
I
N
G
F
L
M
A
T
C
H
E
X
I
S
T
I
N
G
F
L
M
A
T
C
H
E
X
I
S
T
I
N
G
S
W
M
A
T
C
H
E
X
I
S
T
I
N
G
S
W
RETENTION AREA
AND SNOW STORAGE
3600 sf
4
'
'
S
S
)
4'' SS (4'' SS (
1
-
1
/
2
'
'
W
1
-
1
/
2
'
'
W
1
-
1
/
2
'
'
W
1
-
1
/
2
'
'
W
1
-
1
/
2
'
'
W
6
'
'
W
6
'
'
W
6
'
'
W
6
'
'
W
6
'
'
W
RW RW RW RW RW RW RW RW RW RW RW
XX
X
1-1/2'' W
6'' W
X
4855
4855
4856
48544855
4
8
5
6
4855 4854 4855
4857
48544855 4855
4854.5
4854.5
4
8
5
7
4
'
'
S
S
)
4854
4
8
5
7
4
8
5
6
EOEOEOEO
E
O
E
O
E
O
E
O
E
O
E
O
8'' SAN (8'' SAN (SS SS SS SS
10''WTR 10''WTR 10''WTR 10''WTR 10''WTR 10''WTR 10''WTR
6
'
'
W
T
R
T T T T T T T
FO FO FO FO FO FO FO
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
4
8
5
5
C
H
E
C
K
B
Y
D
A
T
E
S
H
E
E
T
S
D
R
A
W
N
B
Y
R
E
V
I
S
I
O
N
S
O
F
S
H
E
E
T
N
O
.
D
E
S
I
G
N
B
Y
S
W
S
W
R
H
L
E
J
O
B
N
O
:
D
A
T
E
:
2
2
-
1
3
7
A
U
G
U
S
T
2
0
2
2
REXBURG, IDAHO
MOUNTAIN WEST RENTALS AND SALES
6
COPYRIGHT 2022 HLE ALL RIGHTS RESERVED.c
civil & structural engineering
materials testing & land surveying
101 S. Park Avenue, Idaho Falls, ID 83402, (208)524-0212
800 W. Judicial Street, Blackfoot, ID 83221, (208)785-2977hleinc.com
COPYRIGHT 2022 HLE ALL RIGHTS RESERVED.c
UTILITY PLAN
6
C
E
N
T
E
R
1
/
4
C
O
R
S
E
C
2
4
A
L
U
M
I
N
U
M
C
A
P
C
P
&
F
I
N
S
T
.
N
O
.
2
6
8
7
9
3
S
O
U
T
H
1
/
4
C
O
R
S
E
C
2
4
A
L
U
M
I
N
U
M
C
A
P
C
P
&
F
I
N
S
T
.
N
O
.
X
X
X
X
X
X
2
4
2
5
C
O
N
S
T
R
U
C
T
I
O
N
N
O
T
E
S
:
G
E
N
E
R
A
L
:
R
E
T
A
I
N
A
N
D
P
R
O
T
E
C
T
E
X
I
S
T
I
N
G
U
T
I
L
I
T
Y
.
W
A
T
E
R
:
I
N
S
T
A
L
L
6
"
F
I
R
E
L
I
N
E
.
I
N
S
T
A
L
L
1
-
1
/
2
"
S
E
R
V
I
C
E
L
I
N
E
C
O
N
N
E
C
T
I
O
N
P
E
R
C
I
T
Y
O
F
R
E
X
B
U
R
G
S
T
A
N
D
A
R
D
D
R
A
W
I
N
G
1
4
.
I
N
S
T
A
L
L
1
"
W
A
T
E
R
L
A
N
D
S
C
A
P
E
S
E
R
V
I
C
E
.
S
E
E
L
A
N
D
S
C
A
P
E
P
L
A
N
S
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
.
S
E
E
P
L
U
M
B
I
N
G
P
L
A
N
S
F
O
R
C
H
E
C
K
V
A
L
V
E
(
B
A
C
K
F
L
O
W
P
R
E
V
E
N
T
E
R
)
L
O
C
A
T
I
O
N
.
I
N
S
T
A
L
L
W
A
T
E
R
F
I
T
T
I
N
G
,
B
E
N
D
A
N
D
T
H
R
U
S
T
B
L
O
C
K
P
E
R
I
S
P
W
C
S
T
A
N
D
A
R
D
D
W
G
S
D
-
4
0
3
.
S
I
Z
E
A
N
D
A
N
G
L
E
P
E
R
P
L
A
N
.
I
N
S
T
A
L
L
F
I
R
E
H
Y
D
R
A
N
T
A
S
S
E
M
B
L
Y
P
E
R
I
S
P
W
C
S
T
A
N
D
A
R
D
D
W
G
S
D
-
4
0
4
.
S
E
W
E
R
:
I
N
S
T
A
L
L
4
"
S
A
N
I
T
A
R
Y
S
E
W
E
R
S
E
R
V
I
C
E
L
I
N
E
A
T
1
%
M
I
N
S
L
O
P
E
.
S
E
E
P
L
U
M
B
I
N
G
P
L
A
N
S
F
O
R
C
O
N
T
I
N
U
A
T
I
O
N
.
I
N
S
T
A
L
L
4
"
S
A
N
I
T
A
R
Y
S
E
W
E
R
C
L
E
A
N
O
U
T
P
E
R
P
E
R
I
S
P
W
C
S
T
A
N
D
A
R
D
D
W
G
S
D
-
5
0
6
-
A
.
(
N
O
N
-
T
R
A
F
F
I
C
R
A
T
E
D
)
4
0
0
-
1
4
0
0
-
2
4
0
0
-
3
4
0
0
-
4
5
0
0
-
1
5
0
0
-
2
1
0
0
-
1
1
0
0
-
1
5
0
'
R
W
1
0
'
P
U
E
D
A
M
M
L
L
C
R
P
R
6
N
3
9
E
2
4
6
6
0
0
COMMAND PROPERTIES LLCRPR6N39E246610
P
I
O
N
E
E
R
F
A
R
M
E
Q
U
I
P
M
E
N
T
R
P
R
X
B
C
A
0
2
4
7
1
2
0
GATE
GATE
GATE
6
'
5
'
S
W
FF=4856.30
AIRPORT ROAD
T
R
A
S
H
E
N
C
L
O
S
U
R
E
RETENTION AREA
E
X
I
S
T
I
N
G
P
A
V
E
M
E
N
T
E
X
I
S
T
I
N
G
L
A
N
D
S
C
A
P
E
A
R
E
A
N
A
T
U
R
A
L
G
R
O
U
N
D
G
R
A
S
S
/
D
I
R
T
NATURAL GROUNDGRASS/DIRT EXISTING LANDSCAPE AREA
M
A
T
C
H
E
X
I
S
T
I
N
G
F
L
M
A
T
C
H
E
X
I
S
T
I
N
G
F
L
1
0
0
-
1
4
0
0
-
1
4
0
0
-
2
4
0
0
-
3
4
0
0
-
2
4
0
0
-
4
9
0
°
C
O
N
N
E
C
T
T
O
E
X
I
S
T
I
N
G
6
"
W
A
T
E
R
S
T
U
B
C
O
N
N
E
C
T
T
O
E
X
I
S
T
I
N
G
S
E
W
E
R
S
T
U
B
5
0
0
-
1
5
0
0
-
1
5
0
0
-
2
4
0
0
-
4
9
0
°
4
0
0
-
4
9
0
°
5
0
0
-
2
5
0
0
-
1
4
0
0
-
5
4
0
0
-
5
RETENTION AREA
AND SNOW STORAGE
3600 sf