HomeMy WebLinkAboutINFRASTRUCTURE PLAN Rev. (3) 8.08.22 - Mountain West Rental and Sales - 127 Airport Rd-Reviewed-ApprovedAuthor Name Author Email Author Phone No.:
Tawnya Grover Tawnya.Grover@rexburg.org 208-372-2167
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Todd Smith Todd.Smith@rexburg.org 208-372-2181
Description : Mountain West Rental and Sales
Address :
Record Type : New Commercial Building
Document Filename : INFRASTRUCTURE PLAN Rev. (3) 8.08.22 - Mountain West Rental and Sales - 127 Airport Rd.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 22-00502
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
Page 1 Stamp Stan Crittenden : Fire Open 1 Approved - Fire Dept
Page 1 Stamp Tawnya Grover : P&Z Open 1 Plan Received
Page 4 Stamp Kyle Baldwin : P&Z Open 4 Approved - Planning and Zoning
New Commercial Building
As per Resolution 2022-07, adopted April 6, 2022, new development is required to follow standards for the installation of fiber conduit and distribution boxes. Location of conduit
and distribution boxes need to be identified and shown on plans.
Approval of plans does not constitute approval of variance from code
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(SEC. 24, T. 6 N., R. 39 E., B.M.)
CONSTRUCTION DRAWINGS FOR:
MOUNTAIN WEST RENTALS AND SALES
REXBURG, IDAHO
AUGUST 2022
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)785-2977hleincc.com
PROJECT LOCATION
SHEET 1 COVER SHEET
SHEET 2 GENERAL NOTES
SHEET 3 OVERALL LAYOUT
SHEET 4 GENERAL LAYOUT
SHEET 5 GRADING PLAN
SHEET 6 UTILITY PLAN
VICINITY MAP
City of Rexburg
Date:
HLE, Inc.
Date:
APPROVAL SIGNATURES:
Department of Environmental Quality
Date:
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CHECK BY
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SHEETS
DRAWN BY
REVISIONS
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SHEET NO.
DESIGN BY
SWSWRHLE
JOB NO:
DATE:
22-137
AUGUST 2022
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SEWER MANHOLE SEWER MANHOLE
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GENERAL NOTES
1. 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 CONSTRUCTION
1. 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.
DEPARTMENT OF ENVIRONMENTAL QUALITY
WILLIAM TEUSCHER, WATER QUALITY ENGINEER
900 N SKYLINE DRIVE SUITE B
IDAHO FALLS, IDAHO 83402
(208) 528-2650
CENTURY LINK
NATHAN BURKE
48 N CENTER STREET
REXBURG, IDAHO 83440
(208) 525-4262
CONTACTS
INTERMOUNTIAN GAS COMPANY
SARAH ROBINSON, CONSUMER SALES REP.
1527 HOLLIPARK DRIVE
PO BOX 51220
IDAHO FALLS, IDAHO 83401
(208) 542-6612
ROCKY MOUNTAIN POWER
VINCE PHILLIPS, CONSTRUCTION CONTACT
(208) 390-8031
HARLEY LAURSEN, ESTIMATOR
(208)359-4237
REXBURG, IDAHO 83440
CABLE ONE
HEINZ SHREIER
(208) 589-2401
1525 SHERRY DRIVE
IDAHO FALLS, IDAHO 83403
(208) 523-4567
WATER CONSTRUCTION
1. Final approval and acceptance of all water construction will be by the CITY OF REXBURG Public Works
Department.
2. No construction shall begin before the Pre-Construction meeting, which the Contractor is required to attend.
3. Water inspections will be by the CITY OF REXBURG Public Works Department and their decision shall be
considered final.
4. All service lines shall be NSF 61 approved Poly tubing and installed using the following or equal. All service lines
shall be installed to ensure electrical continuity for the full length of the service lines up to water meter.
The use of couplings for service lines shall be restricted from being used. Service lines shall be one-inch
(1") or one and one-half (1.5") unless otherwise directed by the Department of Water.
5. The horizontal separation of the water and sewer mains shall be a minimum of ten feet (10'). Where it is
necessary for sewer, storm drain or irrigation (non-potable lines) and water to cross each other and the
non-potable line is less than eighteen inches (18") below, or the
non-potable line is above the water main, the non-potable line shall be PVC pressure pipe conforming to
AWWA C-900 and watertight joints for a distance of ten feet (10') on both sides of the water main, or sleeve
non-potable or potable main with potable water class pipe for ten (10) feet either side of crossing in
accordance with Section 542.07 of the Idaho Public Drinking Water Standards. One full length of both
water main and non-potable line shall be centered over the crossing point so that both joints will be as
far from the crossing point as possible. In lieu of constructing or reconstructing the non-potable water
main either the non-potable water main or water main JUNE be encased with a sleeving material acceptable
to the Department for a distance of ten horizontal feet (10') on both sides of the crossing.
6. The water main shall be tested for pressure, flushing, and disinfection in accordance with ISPWC Section
401 and in accordance with AWWA Standard C651.
7. Water meters and all related appurtenance's, including radio read hardware, will be provided by the CITY OF
REXBURG Water Department at the requester's expense.
8. The paving contractor shall set and pour concrete collars on all valves and manholes per ISPWC Standard
Drawing SD-405.
9. Do not reinstall or leave in-place damaged piped.
10. Water Department approved "Marking/Detect Tape" shall be placed over all water lines. Tape shall be placed
a minimum of six inches (6") and maximum of twelve inches (12") above all pipe.
11. All water services shall be reconnected to existing service lines.
12. All products in contact with potable water must comply with NSF61 regulations.
13. 12 gauge wire shall be shielded and taped to waterline.
14. Thrust blocks shall be installed per the latest edition of ISPWC SD-403.
REXBURG PUBLIC WORKS
JOEL GRAY, ENGINEER
35 NORTH 1ST EAST
REXBURG, IDAHO 83440
(208) 359-3020
SEWER CONSTRUCTION
1. Final approval and acceptance of all sewer construction will be by the CITY OF REXBURG Public Works
Department.
2. Sewer inspection will be by the CITY OF REXBURG Public Works Department and their decisions should
be considered as final. The Contractor will notify the CITY OF REXBUREG Public Works Dept. forty-eight
(48) hours prior to construction. The CITY OF REXBURG will provide periodic inspections of an eight-hour
(8) day from 8:00 a.m. to 5:00 p.m., for a forty-hour (40) week.
3. Service lines shall be marked in accordance with the ISPWC specifications and Standard Drawing SD-512.
Service line markers shall remain in place during construction and be present for final inspection.
4. Prior to Final Acceptance, after all utilities are installed and prior to paving, a water test shall be conducted. The
Contractor shall contact the CITY OF REXBURG a minimum of twenty-four (24) hours prior to testing. All
manholes shall be tested in accordance with the ISPWC.
5. The sewer contractor shall supply all lid assemblies and the required number of risers and grade rings. The
sewer contractor shall field verify the elevation of the top of the manhole cone to assure that ring
elevations match final street grades. The maximum height of the grade rings shall be such that the finish
grade elevation of the manhole frame and cover shall not be more than twelve inches (12") above the
manhole cone.
6. The paving contractor shall set the grade rings and pour the concrete collars per ISPWC Standard Drawing
SD-508. The paving contractor shall contact the CITY OF REXBURG Public Works Dept. twenty-four (24)
hours prior to pouring concrete collars.
7. The horizontal separation of the water and sewer mains shall be a minimum of ten feet (10'). Where it is
necessary for sewer, storm drain, or irrigation (non-potable lines) and water to cross each other and the
non-potable line is less than eighteen inches (18") below, or the non-potable line is above the water main,
the non-potable line shall be a PVC pressure pipe conforming to AWWA C-900 and watertight joints for a
distance of ten feet (10') on both sides of the water main, in accordance with Section 550.06 of the Idaho
Public Drinking Water Standards. One full length of both water main and non-potable line shall be centered
over the crossing point so that both joints will be as far from the crossing point as possible.
8. Groundwater levels shall be maintained below the bottom of the trench during the pipe laying and pipe
joining operations.
9. All stationing on the Sanitary Sewer line relates to the street centerline stationing.
10. The sewer main shall be tested for deflection in accordance with the ISPWC. All sewer lines shall be
televised with a closed circuit television camera in accordance with the ISPWC. No standing water shall be
present.
11. The Contractor shall leave the excavation for the upstream end of all service lines open for field verification
of the invert elevation by the CITY OF REXBURG Public Works Dept. Inspector. The Contractor shall not
backfill the ends of service lines until he has obtained approval from the CITY OF REXBURG Public Works
Inspector or made other arrangements for the verification of service line invert elevations. Invert elevations
shown on plans are calculated at the end of the service lines.
12. The Contractor shall construct the sanitary sewer in accordance with the plans approved by the CITY OF
REXBURG Public Works Department. These plans will be provided to the Contractor by the Project Inspector
prior to construction. Work shall not be done without the current set of approved plans.
13. All sanitary sewer service lines shall be four inch (4") PVC, stubbed fifteen feet (15') into the lots. Sewer
services must be placed with a minimum of 2% slope and identified by a 2"x4" board placed at the end of
stub and painted green.
14. Standard sanitary sewer manholes to be constructed in accordance with ISPWC Standard Drawing SD-501,and
Drop Manholes per ISPWC SD-504 with a wye and 45° elbowin lieu of a tee and 90° elbow.
15. All sanitary sewer service line trenches shall be tested for compaction in accordance with the ISPWC
Standards.
16. Storm drain and irrigation street crossing shall utilize Type 1 bedding material, placed in six inch (6") layers
as per ISPWC Typical Trench Detail, Drawing SD-301.
17. Storm drain manholes to be constructed in accordance with ISPWC Standard Drawing SD-612.
18. Do not reinstall or leave in-place damaged pipe.
19. Sewer Department approved "Marking/Detect Type" shall be placed over all sanitary sewer lines. Tape is to
be placed a minimum of six inches (6") and maximum of twelve inches (12") above all pipe.
CIVIL ENGINEER
HLE, INC.
LUKE JOLLEY, P.E.
800 JUDICIAL STREET
BLACKFOOT, IDAHO 83221
(208) 226-5764
SURVEYOR
HLE, INC.
CLINT M. JOLLEY, P.L.S.
985 NORTH CAPITAL
IDAHO FALLS, IDAHO 83402
(208) 524-0212
OWNER
AMERCO
2727 NORTH CENTRAL
PHOENIX, ARIZONA 85004
602-263-6502
ELECTRICAL CONSTRUCTION
Coordinate all new electrical facilities with Rocky Mountain
Power prior to construction.
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CHECK BY
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SHEETS
DRAWN BY
REVISIONS
OF
SHEET NO.
DESIGN BY
SWSWRHLE
JOB NO:
DATE:
22-137
AUGUST 2022
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S
(
1-1/2'' W 1-1/2'' W 1-1/2'' W 1-1/2'' W 1-1/2'' W
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RW
RW
RW
RW
RW
RW
RW
RW
RW
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2
'
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W
6'
'
W
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4857.74
TOC-SW
4857.78
TOC-SW
4857.80
TOC-SW
4857.77
TOC-SW
48
5
5
48
5
5
48
5
6
48
5
4
4855
48
5
6
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5
48
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48
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4
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5
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5
4
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5
48
5
7
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4854
4857
48
5
6
4855
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(
8'
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S
A
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(
SS
SS
SS
SS
10
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5
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5
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48
5
7
4855
4855.15
TSW
4856.40
TSW
4856.11
TSW
CHECK BY
DATE
SHEETS
DRAWN BY
REVISIONS
OF
SHEET NO.
DESIGN BY
SWSWRHLE
JOB NO:
DATE:
22-137
AUGUST 2022
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SITE NOTES:
INSTALL PARKING LOT PAINT PER ARCHITECTURAL PLAN AND CURRENT MUTCD STANDARDS.
INSTALL 9'X20' STANDARD ADA STALL, INSTALL APPROPRIATE SURFACE MARKINGS AND SIGNS.
SAWCUT 2' MINIMUM AND REPLACE ASPHALT PER ISPWC STANDARD DETAIL SD-303.
INSTALL DRIVEWAY, CURB AND SIDEWALK PER CITY OF REXBURG STANDARD DETAIL NO. 7.
6' CONCRETE PARKING BUMPER. SEE ARCHITECTURAL SITE PLAN.
INSTALL FLEXIBLE PAVEMENT BALLAST PER DETAIL 1 ON THIS SHEET.
INSTALL 4" THICK FLUSH SIDEWALK PER ISPWC STANDARD. DWG. SD-709.
NEW UTILITY INSTALLATION. SEE UTILITY PLAN ON SHEET 6.
TRASH ENCLOSURE PER CITY OF REXBURG STANDARD DETAIL NO. 11.
1
2
3
4
5
6
7
8
1
10' PUE
20
DAMM LLC
RPR6N39E246600
CO
M
M
A
N
D
P
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L
C
RP
R
6
N
3
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E
2
4
6
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1
0
25'230'10'
20
'
8'
26
'
10
'
80
'
10
'
26
'
39
'
PIONEER FARM EQUIPMENT
RPRXBCA0247120
GA
T
E
10'
GA
T
E
GA
T
E
CENTER 1/4 COR SEC 24
ALUMINUM CAP
CP&F INST. NO. 268793
SOUTH 1/4 COR SEC 24
ALUMINUM CAP
CP&F INST. NO. XXXXXX
24
25
20'6'
5' SW
58'37'
FF=4856.00
AI
R
P
O
R
T
R
O
A
D
TRASH ENCLOSURE
RETENTION AREA
RE
T
E
N
T
I
O
N
A
R
E
A
AN
D
S
N
O
W
S
T
O
R
A
G
E
36
0
0
s
f
CONNECT TO EXISTING 6" WATER STUB
EXISTING FIBER OPTIC TO REMAIN
EXISTING POWER POLE TO REMAIN
EXISTING DRAINAGE STRUCTURE TO REMAIN
EXISTING PAVEMENT EXISTING LANDSCAPE AREA
NATURAL GROUND
GRASS/DIRT
NATURAL GROUND
GRASS/DIRT
EXISTING LANDSCAPE AREA
1
3
9
4
3
4
CONNECT TO EXISTING SEWER STUB
5
5
7
7
7
7
6
6
6
6
6
6
5
5
RETENTION AREA
NOTES:
1.ALL CONSTRUCTION IN ACCORDANCE WITH CITY OF REXBURG STANDARDS.
2.ALL GATES TO REQUIRE A KNOX BOX FOR FIRE DEPARTMENT.
3.MINIMUM GATE WIDTH IS 20' PER IFC 2018 APPENDIX D103.5.
4.30'x30' SITE TRIANGLE WITH NO OBSTRUCTION PER CITY OF REXBURG ORDINANCE
NO 1027, SECTION III, NO. 1.
9
4" DEPTH CRUSHED 3 4" MINUS
AGGREGATE LEVELING COURSE
COMPACTED TO 95% ASTM D698
12" DEPTH UNCRUSHED AGGREGATE
SUBBASE COURSE
COMPACTED TO 95% ASTM D698
SUBGRADE EARTH COMPACTED
TO 95% ASTM D698
2.5" DEPTH ASPHALT PLANT MIX
ASPHALT BALLAST SECTION
(N.T.S.)1
FIRE CONNECTION AND GONG
SEE ACHITECTURAL ELEVATIONSAS UNITS
OVERHANG (TYP)
ROLL UP DOOR W/BOLLARDS (TYP)GAS METER
26
'
26
'
30'x30' SITE TRIANGLE
SEE NOTE 4
(TYP BOTH SIDES OF ENTRANCE)
SEE NOTES 2 AND 3
SEE NOTES 2 AND 3
SEE NOTES 2 AND 3
7
1
30'x30' SITE TRIANGLE
SEE NOTE 4
(TYP BOTH SIDES OF ENTRANCE)
5'
4'' SS )
4'
'
S
S
(
4'
'
S
S
(
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
X
X
X
1-
1
/
2
'
'
W
6'
'
W
X
1.
5
4
%
3.
2
8
%
1.93%
2.
6
1
%
3.
7
2
%
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:
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5
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:
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5
7
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5
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FL
:
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5
7
.
3
2
FL:
4
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5
7
.
2
2
FL
:
4
8
5
7
.
0
7
4857.87
TOA-SW
4857.90
TOA-SW
4855.20
TOA
4855.00
TOA
4857.88
TOA-SW
4855.20
TOA
4855.00
TOA
4857.84
TOA-SW
4856.00
TOA
4856.50
TOA-SW
4856.21
TOA-SW
4855.30
TOA-SW
4855.25
TOA-SW
4855.00
TOA
4854.50
TOA
4856.50
TOA
4856.40
TOA
4856.05
TOA
4856.10
TOA-SW
4856.10
TOA-SW
4856.10
TOA-SW
4856.10
TOA-SW
4857.74
TOC-SW
4857.78
TOC-SW
4857.80
TOC-SW
4855.90
FL4853.98
FL
4857.77
TOC-SW
4855.25
TOA
4855.12
FL
1.09%
5.58%
2.88%
5.61%
4.17%
2.
0
0
%
2.
0
0
%
2.00%
2.00%
48
5
5
48
5
5
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5
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48
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GB
GB
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B
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B4855.15
TSW
4856.40
TSW
4856.11
TSW
CHECK BY
DATE
SHEETS
DRAWN BY
REVISIONS
OF
SHEET NO.
DESIGN BY
SWSWRHLE
JOB NO:
DATE:
22-137
AUGUST 2022
RE
X
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ELEVATION OF TOP BACK OF CURB
POINT OF CURVATURE
HIGH POINT
SWALE
LOW POINT
FG
HP
PC
LP
4710.5
4710.5
4710.5
4710.5
SW
4710.5
TOP OF SIDEWALK
TBC
4710.5
MATCH EXISTING
MATCH
4710.5
4710.5
C TOP OF CONCRETE
TOP OF ASPHALTTOA
4710.5
TOP BACK WALL4710.5
4710.5 VALLEY GUTTER
GB
TBW
VG
4710.5 GRADE BREAK
TOP OF GROUND/LANDSCAPEGRND
4710.5
GRADING LEGEND:
STORM AREA A
71,100 sf
VR=3,649 cf
VP=7,200 cf
STORM AREA B
57,500 sf
VR=1,088 cf
VP=1,300 cf
50'
RW
10' PUE
DAMM LLC
RPR6N39E246600
CO
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A
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D
P
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RP
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N
3
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2
4
6
6
1
0
PIONEER FARM EQUIPMENT
RPRXBCA0247120
GA
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GA
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GA
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CENTER 1/4 COR SEC 24
ALUMINUM CAP
CP&F INST. NO. 268793
SOUTH 1/4 COR SEC 24
ALUMINUM CAP
CP&F INST. NO. XXXXXX
24
25
6'
5' SW
FF=4856.30
AI
R
P
O
R
T
R
O
A
D
TRASH ENCLOSURE
RETENTION AREA
EXISTING PAVEMENT EXISTING LANDSCAPE AREA
NATURAL GROUND
GRASS/DIRT
NATURAL GROUND
GRASS/DIRT
EXISTING LANDSCAPE AREA
MATCH EXISTING FL
MATCH EXISTING FL
MATCH EXISTING SW
MATCH EXISTING SW
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S
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4'
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(
1-1/2'' W 1-1/2'' W 1-1/2'' W 1-1/2'' W 1-1/2'' W
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RW
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RW
RW
RW
RW
RW
RW
RW
RW
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X
X
1-
1
/
2
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'
W
6'
'
W
X
48
5
5
48
5
5
48
5
6
48
5
4
4855
48
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5
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5
4855
48
5
4
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5
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5
4
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5
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P
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OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
CHECK BY
DATE
SHEETS
DRAWN BY
REVISIONS
OF
SHEET NO.
DESIGN BY
SWSWRHLE
JOB NO:
DATE:
22-137
AUGUST 2022
RE
X
B
U
R
G
,
I
D
A
H
O
MO
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CENTER 1/4 COR SEC 24
ALUMINUM CAP
CP&F INST. NO. 268793
SOUTH 1/4 COR SEC 24
ALUMINUM CAP
CP&F INST. NO. XXXXXX
24
25
CONSTRUCTION NOTES:
GENERAL:
RETAIN AND PROTECT EXISTING UTILITY.
WATER:
INSTALL 6" FIRE LINE.
INSTALL 1-1/2" SERVICE LINE CONNECTION PER CITY OF REXBURG STANDARD DRAWING 14.
INSTALL 1" WATER LANDSCAPE SERVICE. SEE LANDSCAPE PLANS FOR CONTINUATION. SEE PLUMBING
PLANS FOR CHECK VALVE (BACKFLOW PREVENTER) LOCATION.
INSTALL WATER FITTING, BEND AND THRUST BLOCK PER ISPWC STANDARD DWG SD-403. SIZE AND ANGLE
PER PLAN.
INSTALL FIRE HYDRANT ASSEMBLY PER ISPWC STANDARD DWG SD-404.
SEWER:
INSTALL 4" SANITARY SEWER SERVICE LINE AT 1% MIN SLOPE. SEE PLUMBING PLANS FOR CONTINUATION.
INSTALL4" SANITARY SEWER CLEANOUT PER PER ISPWC STANDARD DWG SD-506-A. (NON-TRAFFIC
RATED)
400-1
400-2
400-3
400-4
500-1
500-2
100-1
100-1
50'
RW
10' PUE
DAMM LLC
RPR6N39E246600
CO
M
M
A
N
D
P
R
O
P
E
R
T
I
E
S
L
L
C
RP
R
6
N
3
9
E
2
4
6
6
1
0
PIONEER FARM EQUIPMENT
RPRXBCA0247120
GA
T
E
GA
T
E
GA
T
E
6'
5' SW
FF=4856.00
AI
R
P
O
R
T
R
O
A
D
TRASH ENCLOSURE
RETENTION AREA
EXISTING PAVEMENT EXISTING LANDSCAPE AREA
NATURAL GROUND
GRASS/DIRT
NATURAL GROUND
GRASS/DIRT
EXISTING LANDSCAPE AREA
MATCH EXISTING FL
MATCH EXISTING FL
100-1
400-1
400-2
400-3
400-2
400-4
90°
CONNECT TO EXISTING 6" WATER STUB
CONNECT TO EXISTING SEWER STUB
500-1
500-1
500-2
400-4
90°400-4
90°
500-2500-1
400-5
400-5
RE
T
E
N
T
I
O
N
A
R
E
A
AN
D
S
N
O
W
S
T
O
R
A
G
E
36
0
0
s
f