HomeMy WebLinkAboutINFRASTRUCTURE PLANS Rev. (3) 4.5.2021 - 21-00177 - Teton River Flats - 280 Lorene St - PUD Plat (23 BLDGS)Date:
Connect Engineering
APPROVAL SIGNATURES:
of
DEVELOPMENT DRAWINGS FOR:
STATE MAP
SHEET NO.
PLOT DATE: 4/2/2021 10:28 AM
Date:
The Civil Connection
1150 Hollipark Dr. Idaho Falls, ID 83401
208.881.0081 Date:Department of Environmental Quality
1 16
TETON RIVER FLATS
REXBURG, ID
REXBURG, ID
PRELIMINARY FOR
REVIEW ONLY
SITE MAP
VICINITY MAP
Sheet List Table
Sheet Number Sheet Title
1 COVER
2 NOTES
3 HORIZONTAL CONTROL
4 PHASING MAP
6 LORENE STREET STA 1+00 TO 4+00
7 LORENE STREET STA 4+00 TO 8+50
8 DRIVE 1 0+75 TO 2+50
9 DRIVE 1 2+50 TO 7+20
10 DRIVE 2 0+75 TO 4+50
11 DRIVE 2 4+50 TO 6+25
12 STORM TECH CHAMBERS
13 STORM TECH DETAILS
14 CITY OF REXBURG STORM TECH DETAILS
15 BEST MANAGEMENT PRACTICES
16 BEST MANAGEMENT PRACTICES DETAILS
REXBURG, ID
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJTKP
SH
E
E
T
N
A
M
E
:
PR
O
J
E
C
T
:
LO
C
A
T
I
O
N
:
2020-083
DATE:DATE: April 2, 2021
DA
T
E
RE
V
I
S
I
O
N
S
CL
I
E
N
T
:
Th
e
C
i
v
i
l
C
o
n
n
e
c
t
i
o
n
11
5
0
H
o
l
l
i
p
a
r
k
D
r
.
I
d
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
1
20
8
.
8
8
1
.
0
0
8
8
PRELIMINARY FOR
REVIEW ONLY
2
16
TE
T
O
N
R
I
V
E
R
F
L
A
T
S
NO
T
E
S
RE
X
B
U
R
G
,
I
D
DEPARTMENT OF ENVIRONMENTAL QUALITY
900 N SKYLINE, SUITE B
IDAHO FALLS, IDAHO 83402
(208) 528-2650
CONTACTS
INTERMOUNTIAN GAS COMPANY
1527 HOLLIPARK DR
IDAHO FALLS IDAHO, IDAHO 83401
(208) 542-6632
ROCKY MOUNTAIN POWER
170 W 2ND N
REXBURG, ID 83440
(888) 221-7070
CITY OF REXBURG
35 N 1ST E,
REXBURG, ID 83440
(208) 359-3020
APPROVED BY ________________________DATE:____________
City of REXBURG
CABLE ONE
1525 SHERRY DR.
IDAHO FALLS, ID 83403
(208) 523-4567
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 standard specifications and drawings, and
and 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 and sanitary sewer 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. CONNECT ENGINEERING 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. Developmental drawings must be submitted to the CITY OF REXBURG Public Works Dept. prior to final
approval.
11. 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 of 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.
12. Contractor is responsible for property corner protection. The cost of $30 per corner will be held as retainage until all
interior corners are verified to be in place.
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) inside public rights of way.
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. CONNECT 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 may 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 CONNECT
ENGINEERING prior to the walk-thru.
24. A Right-of-Way Construction Permit from the CITY OF REXBURG Public Works is required for any
construction in the road right-of-way not shown on these improvement drawings.
25. Contractors shall provide a one (1) year warranty on all roads from the date of formal acceptance by the CITY
OF REXBURG.
26. Lot corners and centerline intersection monuments have been staked as shown on the recorded plat of this
subdivision. Should any of these monuments be lost or disturbed during construction Idaho Code 55-1613
requires said monuments will be reestablished by a professional land surveyor at the expense of the agency or
person causing the loss or disturbance.
STREET CONSTRUCTION
1. All construction within public right-of-way shall conform to the current edition of the ISPWC and
the CITY OF REXBURG standards. 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 manholes, cones and 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 four inches (4") 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 CONNECT ENGINEERING and monitored by the CITY OF REXBURG in
accordance with the latest edition of the "REXBURG STANDARD DRAWINGS AND SPECIFICATIONS".
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 concrete mix shall include Fly Ash for ASR mitigation. The mix design 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. The plant mix should be a 12-inch SP3 PG 58-28, 1 to 10 million design ESALs superpave hot mix asphalt design.
12. All road stripping and excess topsoil shall be stockpiled out of the right-of-way and stored at Contractor's
expense.
13. A traffic control plan based on the latest edition of the Manual on Uniform Traffic Control Devices
(MUTCD) shall be approved by the CITY OF REXBURG Public Works Department prior to construction.
14. Parked equipment and stored materials shall be kept as far away from the travelway as feasible. Items
left overnight within 30 feet of the travel way shall be marked and/or protected.
STREET SIGNING
1.All road striping and traffic signing shall be designed, constructed, and placed according to the current Manual of
Uniform Traffic Control Devices (MUTCD) with the following exceptions:
1.1.All Stop and Yield signs used in any subdivision shall be a minimum 30" X 30", engineer grade sheeting is not
allowed.
1.2.All Road Name and Street signs shall have a minimum 4" legend. Both background and legend shall be
retro-reflective. Standard colors are white legend and green background except private roads, which will have
a blue background.
1.3.Substrate material shall be aluminum; no fiberglass or plastic will be accepted.
1.4.The minimum size for Speed Limit Signs shall be 24"W X 30"L with black legend on white background.
1.5.Posts shall be metal and shall be anchored with a "soil type" anchor. No concrete shall be used as an anchor.
Posts shall be 2" X 2" square and must meet break-a-way standards of the State of Idaho. No U-channel shall
be used.
1.6.The minimum height of signs shall be 6' from the road surface to the bottom of the sign.
1.7.Maintenance of all street and traffic signs will be the responsibility of the developer until the streets are
officially accepted for maintenance by the CITY OF REXBURG.
WATER NOTES
1. The water system shall be constructed to conform with the standards set forth in the "Idaho Regulations for
Public Drinking Water Systems" and the current CITY OF REXBURG standard drawings and specifications.
2. The pipe shall be installed in a workmanlike manner by persons properly qualified to perform said work and shall
be in conformance with the manufacturer's recommendations as approved by the City Engineer. All work and
materials must conform to current requirements of the CITY OF REXBURG. Water distribution mains shall
be constructed with class 50 DI pipe, AWWA C-900, DR 18 PVC or Pressure Class 250 DIP.
3. All water services shall be 1" DR7 (200 psi) PE IPS pipe and have a minimum cover of 5 feet . Cap lines 5' from building
for connection. The trenches shall be compacted to 95% of maximum density to prevent further settlement. All mains
shall be leak-tested, disinfected, flushed and bacteria tested before connecting to the municipal system. Mueller thermal
coil meter pit, or equivalent, required for all water services.
4. Where it is necessary for sewer and water to cross each other and the sewer line is above or less than 18
inches below the water main, the sewer line crossing shall be either:
a. Non-Potable pipeline construction with potable water class pie for a minimum of ten (10) feet either side of
potable pipeline with a single twenty (20) feet section of potable water class pipe centered on the crossing; or
b. Sleeve non-potable or potable pipeline with potable water class pipe ten (10) feet either side of crossing.
Use of hydraulic cementitous materials such as concrete, controlled density fill, and concrete slurry encasement
is not allowed as a substitute for sleeving.
If potable pipeline is below non-potable pipeline, the non-potable pipeline must also be supported through the
crossing to prevent settling.
5. All tees, plugs, caps and bends, and at other locations where unbalanced forces exist, shall be secured and
anchored by concrete thrust blocks .
6. CONNECT ENGINEERING will provide one (1) set of construction stakes for each of the following items:
water main lines, fire hydrants, and service connections.
7. Contractor to field verify all valve box lid elevations to assure that said lid elevations match final street grade.
8. The paving contractor shall be responsible for constructing concrete collars and final adjustments of water
valves to grade.
9. Pipes laid on a curve: the maximum joint deflection shall be 5 percent or the manufacturer's recommendation,
whichever is less.
10. The developer will test the compaction of the water pipeline bedding in accordance with the ISPWC
specifications construction inspection policy. Testing will be done by an outside testing laboratory. The cost of this
service shall be paid by the developer. However, if the test fails, the cost of the test and any retesting shall be
paid by the water contractor. The contractor shall coordinate with the developer's engineer and testing
laboratory to schedule the tests, his backfilling, and pipe laying operation.
11. The developer's engineer shall be present during all testing of the water line.
12. The horizontal separation of the water and sanitary sewer, or storm drain shall be a minimum of ten (10) feet.
13. The water line construction shall conform to the depth of public health and welfare regulations of public drinking.
A minimum of 5-foot cover for water lines water systems and disinfection specifications shall be kept.
14. Fire hydrants or temporary blow-offs shall be installed on dead-end water lines.
15. Water lines shall not exceed 8' in depth from finished grade.
16. At all times, when laying pipe is not in progress, open ends of the pipe shall be closed by a watertight plug or
other approved means. At the close of the day's work, or whenever workmen are absent from the job, the end
of the last laid section shall be plugged, capped, or tightly closed to prevent entry of foreign material.
17. All water main fittings to be mechanical joint; no flanged fittings.
18. A minimum of 18" vertical clearance must exist between potable and non-potable lines.
19. Fire hydrants shall be Clow Medallion or Waterous Pacer. Any other type shall be up to the CITY OF REXBURG to
approve or reject. All fire hydrants shall be painted red.
20. Install No. 12AWG copper locating wire with insulation on all water pipe and water service lines. Utilize epoxy splice kits.
SEWER NOTES
1. Prior to construction, it shall be the responsibility of the contractor to inform all the utility companies of the
construction schedule.
2 All existing utility locations and depths are approximate and shall be verified by the contractor.
3. All elevations are based on the USED DATUM.
4. Manhole rim elevations as shown on the Construction Drawings are approximate. The manhole frames and
covers shall be constructed in accordance with the CITY OF REXBURG Standard Drawings. Rim elevations
shall be determined by the engineer in the field during construction.
5. Contractor shall repave any existing paved streets disturbed during construction.
6. Retain and protect all irrigation and drainage crossings. The contractor shall coordinate with the owner and the
Rexburg Irrigation Company (208-356-5251) for the inspection of the exposed irrigation and/or drainage pipe
crossings. If existing pipes are damaged, the affected pipe will be replaced by the contractor.
7. The developer's engineer shall be present during all testing of the sewer construction.
8. Retain and protect existing curb, gutter and sidewalk. if removal is necessary, replacement shall be incidental to
project.
9. The following type and class of pipe will be permitted: gravity pipe shall conform to ASTM D-3034, PVC, SDR
35, or other pipe approved in the CITY OF REXBURG Standards.
10. All work shall be constructed to the CITY OF REXBURG Standards. All work shall be approved by the CITY
OF REXBURG.
11. Sanitary sewer manhole cones shall be set a maximum of one (1) foot below specified ring elevations by sewer
contractor. All remaining manhole materials, other than concrete collars necessary to construct manhole to
finished grade, shall be furnished by the sewer contractor for placement at finished grade by street paving
contractor. All materials for concrete around manhole rings shall be supplied and constructed to finished grade
by street contractor. The owner's engineer shall be contacted 24 hours prior to placing concrete collars.
12. The trench backfill above the pipe zone will be inspected by the owner's engineer in accordance with the latest
edition of the Idaho Standards for Public Works Construction Specifications and the CITY OF REXBURG
Standards and Specifications.
13. Where PVC is utilized, a rubber ring or approved equivalent is to be installed where the pipe is in contact with
manhole base and/or manhole channel in order to insure a watertight seal.
14. Where it is necessary for sewer and water to cross each other and the sewer line is above or less than 18
inches below the water main, the sewer line crossing shall be either:
a. Non-Potable pipeline construction with potable water class pie for a minimum of ten (10) feet either side of
potable pipeline with a single twenty (20) feet section of potable water class pipe centered on the crossing; or
b. Sleeve non-potable or potable pipeline with potable water class pipe ten (10) feet either side of crossing.
Use of hydraulic cementitous materials such as concrete, controlled density fill, and concrete slurry
encasement is not allowed as a substitute for sleeving.
If potable pipeline is below non-potable pipeline the non-potable pipeline must also be supported through the
crossing to prevent settling.
15. Where the sewer main depth will allow, all sewer service lines shall be constructed to a depth of 9.5' at property
line. The contractor shall use 4" diameter PVC pipe or approved equivalent for all service lines. All sewer
service lines shall be constructed at a minimum grade of 2% unless otherwise specified.
16. Sewer service lines shall be 4" PVC and constructed to a point 15' inside the front lot line as shown. Except
where otherwise located, the sewer service lines shall be constructed as shown on plan.
17. The horizontal separation of the water and sewer mains shall be a minimum of ten (10) feet.
18. Contractor shall notify the CITY OF REXBURG City Engineer and the developer's engineer 48 hours in
advance of construction.
19. Water levels shall be maintained below the trench bottom during the pipe laying and joining operation. The
dewatering method shall be discussed with the engineer and approved prior to construction. Ditches and storm
drain facilities that are silted up due to the contractor's dewatering shall be cleaned and restored to their original
state.
20. Contractor shall locate and protect all underground utilities during construction.
21. The developer shall test the compaction of the sewer pipeline bedding in accordance with the the
ISPWC specifications, and will be done by an outside testing laboratory. The cost of this service shall
be paid by the developer. However, if the test fails, the cost of the test and any retesting shall be paid by the
contractor. The contractor shall coordinate with the developer's engineer and the testing laboratory to
schedule the tests, backfilling, and pipe laying operation.
22. After all utilities are constructed and just prior to paving, the contractor shall perform an air test on the sewer
system. The developer's engineer shall be present to witness the test. The contractor shall contact the
engineer 24 hours prior to testing. City of REXBURG requires low pressure air or hydrostatic testing, mandrel,
and CCTV inspection of the completed sewer.
23. The contractor shall leave the excavation for the upstream end of all service lines open for field verification of
the invert elevation by the engineer's inspector. The contractor shall not backfill the ends of service lines until
he has obtained approval from the engineer's inspector or made other arrangements for verification of service
line invert elevations.
24. Service and main piping shall be in accordance with ASTM 3034 and shall be SDR 35 or greater plastic pipe or
approved equal.
25. Service wyes shall be installed per the CITY OF REXBURG Standards.
26. Backfill compaction of drop manholes shall not be accepted without full time inspection by developer's engineer
during compaction work.
27. At all times, when laying pipe is not in progress, open ends of the pipe shall be closed by a watertight plug or
other approved means. At the close of the day's work, or whenever workmen are absent from the job, the end
of the last laid section shall be plugged, capped, or tightly closed to prevent entry of foreign material.
28. All visible leaks shall be repaired - even if the leakage is below allowable limits.
29. The developer's engineer shall be present during all testing of the sewer line.
30. A minimum of 18" vertical clearance must exist between potable and non-potable lines.
ELECTRICAL NOTES
1. All new electrical facilities shall be constructed in accordance with the current
Rocky Mountain Power Service Policy. Each utility shall be constructed to its own policy.
2. Electrical sectionalizing cabinets and bases (when required) will be provided by Rocky Mountain Power but shall be
installed by the Developer/Contractor.
3. All primary and secondary conduits shall be provided and installed by the Developer/Contractor. All
electrical conduits and 36" radius elbows shall be schedule 40 pvc.
4. The minimum power trench depth shall be 54" below finished grade. (Conduit to be installed 48" below
finish grade). Including 6" of sand bedding below and above top of conduits.
5. Primary and secondary conduit depths can be reduced to 18" of cover below finished grade with
approval by Rocky Mountain Power. Rigid galvanized steel conduit must be provided and installed by the
Developer/Contractor in a trench that is less than 48" deep.
6. The Contractor shall retain and protect all existing City power poles and electrical facilities during construction
except those facilities shown to be relocated or moved per Rocky Mountain Power contractors map.
7. Coordinate all electrical construction with Rocky Mountain Power.
8. Owner shall bear all costs to relocate or remove existing power poles, light poles, anchor guys, and
miscellaneous electrical facilities, except those facilities inside city rights of way.
9. The Owner/Developer shall provide all trenching, conduit and concrete light pole foundations for street
illumination along all Public Right of Way as per Rocky Mountain Power current service policy. In addition,
Owner/Developer shall purchase street light assembly provided and installed by Rocky Mountain Power.
10. If applicable, see Rocky Mountain Power Electrical site plan for off-site electrical and fiber optic facilities, layout,
and installation details.
11. With exception of conduit crossing, contractor shall install curb and gutter prior to power trench and conduit
installation. or (with Rocky Mountain Power approval) centerline of trench may be staked with cut/fill to bottom of
trench at all grade breaks and hubs at 25' intervals and offset stakes at all transformers, switch cabinets,
secondary pedestals etc.
12. Contact Rocky Mountain Power prior to construction.
S89° 31' 34"W
315.15'
N0
°
1
2
'
2
5
"
W
14
0
.
0
0
'
N89° 31' 34"E
645.01'
N0
°
1
1
'
4
3
"
W
19
9
.
7
9
'
S89° 33' 55"W
329.89'
S0
°
1
2
'
2
5
"
E
37
0
.
0
1
'
N89° 31' 34"E
122.43'
S2
°
0
2
'
5
2
"
E
14
0
.
6
0
'
S89° 46' 18"W
126.94'
0+
7
8
1+
0
0
2+
0
0
3+00 4+00 5+00 6+00 7+00 7+19
1+00 2+00 3+00 4+00 5+00 6+00 7+00
8+
0
0
8+
4
2
0+
7
8
1+
0
0
2+
0
0
3+
0
0
4+
0
0
4+
7
0
L1
L2
C1
L3
L4
L5
Lorene St
Number
L1
C1
L2
Begin Station
1+00.00
7+16.74
7+94.09
End Station
7+16.74
7+94.09
8+42.31
Radius
49.50
Length
616.74
77.35
48.23
Line/Chord Direction
N89° 31' 34.07"E
N44° 45' 47.04"E
N0° 00' 00.00"E
Begin Point
N: 791812.64, E: 759370.84
N: 791817.74, E: 759987.56
N: 791867.24, E: 760036.65
End Point
N: 791817.74, E: 759987.56
N: 791867.24, E: 760036.65
N: 791915.47, E: 760036.65
DRIVE 1
Number
L3
L4
Begin Station
0+78.00
2+36.50
End Station
2+36.50
7+19.25
Radius Length
158.50
482.75
Line/Chord Direction
S0° 20' 55.41"E
N89° 31' 47.79"E
Begin Point
N: 791834.41, E: 759400.08
N: 791675.91, E: 759401.05
End Point
N: 791675.91, E: 759401.05
N: 791679.87, E: 759883.78
DRIVE 2
Number
L5
Begin Station
0+78.00
End Station
4+70.04
Radius Length
392.04
Line/Chord Direction
S0° 32' 16.31"E
Begin Point
N: 791838.77, E: 759852.78
End Point
N: 791446.75, E: 759856.46
6"
R = 1/2"
6"
1"
4"
R = 1"
1' 1/2"
6"1"
6"
24"
Control Point Table
Point #
500
508
501
509
502
510
Elevation
4872.76
4871.17
4872.73
4872.69
4871.59
4872.92
Northing
791645.24
791782.62
791445.41
791642.66
791447.90
791787.81
Easting
759691.24
759375.50
759691.91
759376.06
760021.80
760020.46
Description
FND 1/2"IR CAPMELTED
106-SET 1/2" IRLS12222
FND 1/2"IR CAPMARRED
105-SET 1/2"IR LS12222
FND 1/2"IR
107-SET 1/2"IR LS12222
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJTKP
SH
E
E
T
N
A
M
E
:
PR
O
J
E
C
T
:
LO
C
A
T
I
O
N
:
2020-083
DATE:DATE: April 2, 2021
DA
T
E
RE
V
I
S
I
O
N
S
CL
I
E
N
T
:
Th
e
C
i
v
i
l
C
o
n
n
e
c
t
i
o
n
11
5
0
H
o
l
l
i
p
a
r
k
D
r
.
I
d
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
1
20
8
.
8
8
1
.
0
0
8
8
PRELIMINARY FOR
REVIEW ONLY
3
16
TE
T
O
N
R
I
V
E
R
F
L
A
T
S
HO
R
I
Z
O
N
T
A
L
C
O
N
T
R
O
L
RE
X
B
U
R
G
,
I
D
APPROVED BY ________________________DATE:____________
City of REXBURG
LORENE STREET
DRIVE 1
DR
I
V
E
2
4.00'
22.00'2.50'5.50'
30.00'
LORENE ROAD PUBLIC IMPROVEMENTS
SCALE: 1"=5'
ROWCENTERLINE
2%
3" OF PLANT MIX
ASPHALT PAVEMENT
4" OF 3/4" AGGREGATE
BASE
20" OF STANDARD PIT RUN
MATERIAL
6" HIGH BACK CURB
PER REXBURG CITY
STANDARDS
2%
LANDSCAPE STRIP
WITH TREES AND
SHRUBS PER CITY
OF REXBURG
STANDARDS
LEGEND
EXIST. CATCH BASIN
PROPOSED CATCH BASIN
EXIST. FIRE HYDRANT
PROPOSED FIRE HYDRANT
EXIST. LIGHT POLE
PROPOSED STREET LIGHT
PROPOSED WATER VALVE
PROPOSED SANITARY SEWER MANHOLE
EXIST. CURB & GUTTER
PROPERTY LINE
GRADE BREAK
SAW CUT
STREET RIGHT-OF-WAY (ROW)
EASEMENT LINE
EXIST. FENCE LINE
PROPOSED UNDERGROUND POWER
EXIST. SANITARY SEWER LINE
PROPOSED SANITARY SEWER LINE
PROPOSED WATER LINE
EXIST. WATERLINE
PROPOSED SANITARY SEWER SERVICE
PPROPOSED WATER SERVICE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED CONCRETE SIDEWALK
PROPOSED ASPHALT
PROPOSED LANDSCAPING
PROPOSED BUILDINGS
EXISTING ASPHALT TO BE PROTECTED
PROPOSED STORM DRAIN MANHOLE
PROPOSED CURB & GUTTER
EXIST. STORM DRAINLINE
PROPOSED STORM DRAINLINE
EXIST. POWER POLE
SITE INFORMATION:
AREA: 156,242 SQ FT (3.59 ACRES)
BUILDINGS: 29 (116 UNITS)
UNITS/ACRE: 32
PARKING: 196 PARKING STALLS (6 ADA STALLS)
LANDSCAPE: 55,013 SQ FT (35%)
STORM TECH
AREA
VOLUME
CALC.156,242 0.9 1.5
AREA (sq.ft.)PRECIPITATION FACTOR INTENSITY (in)
8,469 CU. FT.
REQ VOLUME
STORM
TECH
VOLUME
VOLUME (cu ft)
9,163
INFILTRATION AREA
1111 sq ft
RETENTION TIME
3 HRS
CITY STORM TECH (SEE SHEET 14 FOR DETAILS)
VOLUME
CALC.19,872 0.9 1.5
AREA (sq.ft.)PRECIPITATION FACTOR INTENSITY (in)
2,236 CU FT
REQ VOLUME
STORM
TECH
VOLUME
VOLUME (cu ft)
2,247
INFILTRATION MATERIAL
PIT RUN BASE
INFILTRATION AREA
992 sq ft
74.9 CU FT
VOLUME PER INFILTRATOR
NO. OF INFILTRATORS
30
STORM TECH AREA (SEE SHEET 11-13 FOR DETAILS)
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
3" DEPTH ASPHALT PLANT MIX
TYPICAL ASPHALT PARKING LOT
CITY STORM TECH SYSTEM
BUILDING NOTES:
THERE IS AN ASSUMED 0.5' REVEAL FROM
FINISH FLOOR TO FINISH GRADE. UNLESS OTHERWISE
SHOWN ON PLANS. ASSUMED THAT FF IS THE TOP OF THE
STEM WALL.
6" LIP DOWN CURB DETAIL
SCALE: 1"=1'
POWER NOTE:
SEE ROCKY MOUNTAIN POWER CONTRACTOR'S MAP
FOR PROPOSED POWER FACILITIES.
FIRE CODE NOTE:
1.D103.6.1 ROADS ARE 20 TO 26 FEET IN WIDTH.
FIRE LANE SIGNS ARE SPECIFIED IN SECTION
D103.6 APPARATUS ACCESS ROADS THAT ARE
20 TO 26 FEET WIDE.
2.CURBS SHALL BE PAINTED RED FOUR FEET ON
EACH SIDE OF THE EVERY FIRE HYDRANT.
24.00'
18.00'
TYP
9.00'
TYP
16.00'
TYP
9.00'
TYP
26.00'
16.00'
9.00'
10.52'
LANDSCAPE NOTE:
FINAL LANDSCAPE SHOULD SLOPE AWAY FROM BUILDINGS
SANITARY SEWER SERVICE NOTE:
CLEANOUTS REQUIRED FOR CURRENT PLUMBING
CODE NOT SHOWN ON PLANS. CONTRACTOR IS
RESPONSIBLE TO VERIFY SEWER CLEANOUT
LOCATIONS.
13.57'
26.00'
DR
I
V
E
1
GEOTEXTILE FABRIC
SEAL COAT
29.87'
29.27'
7.50'
15.00'
INSTALL STREET
LIGHT PER CITY OF
REXBURG STANDARDS
SPACED EVERY 400'
4.00'
FUTURE RIGHT
OF WAY
15.48'
19.50'19.27'19.40'19.85'
11.74'12.19'12.12'
18.92'19.39'
9.56'9.09'
8.97'8.86'
19.75'19.67'
32.18'
PROJECT
BENCH MARK
POINT #500
CONTROL POINT
#509
CONTROL POINT
#508
CONTROL
POINT #510
CONTROL POINT
#502
CONTROL POINT
#501
15.0000'
FUTURE
PUE
S89° 31' 34"W
315.15'
N0
°
1
2
'
2
5
"
W
14
0
.
0
0
'
N89° 31' 34"E
645.01'
N0
°
1
1
'
4
3
"
W
19
9
.
7
9
'
S89° 33' 55"W
329.89'
S0
°
1
2
'
2
5
"
E
37
0
.
0
1
'
N89° 31' 34"E
122.43'
S2
°
0
2
'
5
2
"
E
14
0
.
6
0
'
S89° 46' 18"W
126.94'
4872
4871
4872 4872
487
3
48
7
2
4873
4
8
7
3
4872
4
8
7
2
4872
4873
48
7
1
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJTKP
SH
E
E
T
N
A
M
E
:
PR
O
J
E
C
T
:
LO
C
A
T
I
O
N
:
2020-083
DATE:DATE: April 2, 2021
DA
T
E
RE
V
I
S
I
O
N
S
CL
I
E
N
T
:
Th
e
C
i
v
i
l
C
o
n
n
e
c
t
i
o
n
11
5
0
H
o
l
l
i
p
a
r
k
D
r
.
I
d
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
1
20
8
.
8
8
1
.
0
0
8
8
PRELIMINARY FOR
REVIEW ONLY
4
16
TE
T
O
N
R
I
V
E
R
F
L
A
T
S
PH
A
S
I
N
G
M
A
P
RE
X
B
U
R
G
,
I
D
LORENE STREET
PHASE 1 PHASE 2
PHASE 3
PHASE 4
PHASING INFORMATION:
PHASE 1:
1.ALL STORM INFRASTRUCTURE UP TO AND INCLUDING STORM TECH
CHAMBER AREA 1 MUST BE INSTALLED AS PART OF PHASE 1.
2.TEMPORARY SURFACE FIRE TRUCK TURN AROUND MUST BE
INSTALLED AT THE END OF PHASE 1.
PHASE 2:
REMAINDER OF STORM INFRASTRUCTURE MUST BE INSTALLED
AS PART OF PHASE 2. INCLUDING STORM TECH CHAMBER AREA 2.
PHASE 3:
1.SIDEWALK ADJACENT TO FUTURE RIGHT OF WAY ON EAST
PROPERTY LINE MUST BE INSTALLED AS PART OF THIS PHASE.
2.TEMPORARY SURFACE FIRE TRUCK TURN AROUND MUST BE
INSTALLED AT THE END OF PHASE 3
3.REMAINDER OF UTILITY SERVICES CONNECTED TO PORTIONS OF
THE MAINLINE IN THIS PHASE MUST BE INSTALLED.
STORM TECH
CHAMBER AREA
DATUM ELEV
4860.00
4864
4868
4872
1+00
48
7
0
.
7
48
7
0
.
6
6
48
7
0
.
7
48
7
0
.
7
2
2+00
48
7
1
.
2
48
7
1
.
2
3
48
7
1
.
3
48
7
1
.
3
1
3+00
48
7
1
.
2
48
7
1
.
2
3
48
7
1
.
4
48
7
1
.
3
5
4+00
48
7
1
.
4
48
7
1
.
3
5
-0.40%
1.23%
0.60%
PV
I
S
t
a
.
=
1
+
0
0
.
0
0
El
e
v
.
=
4
8
7
0
.
6
5
8
PV
I
S
t
a
.
=
1
+
6
7
.
7
3
El
e
v
.
=
4
8
7
1
.
4
9
0
PV
I
S
t
a
.
=
2
+
8
4
.
4
6
El
e
v
.
=
4
8
7
2
.
1
9
0
-0.40%
1.23%
0.60%
PV
I
S
t
a
.
=
1
+
0
0
.
0
0
El
e
v
.
=
4
8
7
0
.
6
5
8
PV
I
S
t
a
.
=
1
+
6
7
.
7
3
El
e
v
.
=
4
8
7
1
.
4
9
0
PV
I
S
t
a
.
=
2
+
8
4
.
4
6
El
e
v
.
=
4
8
7
2
.
1
9
0
SSMH 1
Sta:1+35.41 OFF:-16.09L
Rim:4871.10
S INV IN:4861.99
E INV IN:4861.99
W INV OUT:4861.86
Install 142' of 8" PVC SDR 35 San. Pipe @
0
.
4
0
%
Install Hydrant
Flange: 4872.09'
STA: 3+86.59
OFF: 27.50
SSMH 3
Sta:2+76.94 OFF:-14.96L
GRATE:4871.85
E INV IN:4862.66
W INV OUT:4862.56
Install 20' of 8" C50 DI Pipe @ 5' Min Cover
Install 15' of 8" C50 DI Pipe @ 5' Min Cover
Install 53' of 8" C50 DI Pipe @ 5' Min Cover
Install 53' of 8" C50 DI Pipe @ 5' Min Cover
Install 53' of 8" C50 DI Pipe @ 5' Min Cover
Install 29' of 8" C50 DI Pipe @ 5' Min Cover
Install 51' of 8" C50 DI Pipe @ 5' Min Cover
Install 313' of 8" PVC SDR 35 San. Pipe @ 0
.
4
0
%
0+
7
8
1+
0
0
1+00 2+00 3+00 4+00
0101-01
0501.4.1.B.1-08
0501.4.1.B.1-08
L1
L3
4872
4872
4872
-2.00%
SSMH 1
SD MH 1
SD CB 2
SD CB 1
SD CB 3
0502.4.1.A.1-01
SSMH 3
0401.4.1.B.1-886
1+92.99
11.32 R
0401.4.1.B.1-886
2+47.33
11.77 R
0401.4.1.B.1-888
1+45.37
4.006 R
0401.4.1.B.1-886
1+37.80
3.99 R
0401.4.1.B.1-886
1+45.06
55.58 R
0401.4.1.B.1-886
3+55.99
12.67 R
0401.4.1.B.1-906
1+44.71
112.42 R
0401.4.1.B.1-8-6
0401.4.1.B.1-888
1+25.34
10.757 R 0401.4.1.B.1-886
3+01.71
12.22 R
0401.4.1.B.1-886
3+86.59
12.92 R
0402.4.1.A.1-06
0402.4.1.A.1-06
0402.4.1.A.1-06
0402.4.1.A.1-06
0402.4.1.A.1-06
0403.4.1.A.1-01
STA:3+86.59
OFF: 27.50R
0403.4.1.A.1-01
STA:1+37.76
OFF: 20.88R
4871.94
TBC-PI
4871.11
TBC-PC
4870.63
EO-MATCH
4870.74
TBC-MATCH
4871.30
TBC-PC
4871.23
TBC
4871.67
TBC-LP
4872.17
TBC-HP
4870.76
TBC
4872.50
FG
4872.50
FG 4871.05
FG
4872.00
FG
4872.50
FG
4872.50
FG 4871.20
FG
4872.00
FG
4872.75
FG 4872.75
FG
4873.00
FG
4872.75
FG4872.75
FG
4873.00
FG
4873.00
FG
4873.00
FG
4873.25
FG 4873.25
FG
4873.25
FG
4873.25
FG
4873.50
FG 4873.50
FG
4873.50
FG
4873.50
FG4873.50
FG
4873.50
FG
4870.88
TBC-PI-LP
4870.88
BSW-PI
4870.90
BSW-PI
4871.59
BSW-PI
4870.86
TBC-PC
4871.90
TBC-PC
4871.66
BSW-PI
4872.89 4872.94 4873.07 4873.11
4873.25
BSW-PI 4873.30
BSW-PI
4873.43
BSW-PI
4873.48
BSW-PI
4873.60
BSW-PI
BUILDING:
AREA: 1,819 SQ FT
FF: 4873.25
BUILDING:
AREA: 1,819 SQ FT
FF: 4873.50
BUILDING:
AREA: 1,819 SQ FT
FF: 4873.75
BUILDING:
AREA: 1,819 SQ FT
FF: 4874.00
BUILDING:
AREA: 1,819 SQ FT
FF: 4874.00
BUILDING:
AREA: 1,819 SQ FT
FF: 4873.00
BUILDING:
AREA: 1,819 SQ FT
FF: 4872.50
0401.4.1.A.1-08
0401.4.1.A.1-08
0401.4.1.A.1-08
0401.4.1.A.1-08
0401.4.1.A.1-08 0401.4.1.A.1-08
0401.4.1.A.1-08
0401.4.1.A.1-08
0401.4.1.A.1-08
0402.4.1.A.1-06
0402.4.1.A.1-06
0402.4.1.A.1-06
-2.20%
48
7
1
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJTKP
SH
E
E
T
N
A
M
E
:
PR
O
J
E
C
T
:
LO
C
A
T
I
O
N
:
2020-083
DATE:DATE: April 2, 2021
DA
T
E
RE
V
I
S
I
O
N
S
CL
I
E
N
T
:
Th
e
C
i
v
i
l
C
o
n
n
e
c
t
i
o
n
11
5
0
H
o
l
l
i
p
a
r
k
D
r
.
I
d
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
1
20
8
.
8
8
1
.
0
0
8
8
PRELIMINARY FOR
REVIEW ONLY
6
16
TE
T
O
N
R
I
V
E
R
F
L
A
T
S
LO
R
E
N
E
S
T
R
E
E
T
S
T
A
1
+
0
0
T
O
4
+
0
0
RE
X
B
U
R
G
,
I
D
APPROVED BY ________________________DATE:____________
City of REXBURG
LORENE STREET PROFILE VIEW
LORENE STREET PLAN VIEW
0101-01 RETAIN AND
PROTECT
EXISTING UTILITY
NOTE:
1.CONTRACTOR TO FIELD VERIFY EXISTING
UTILITIES LOCATION AND COORDINATE
WITH EACH UTILITY LOCATION PRIOR TO
CONNECTION PROPOSED UTILITIES.
2.ENSURE 10' MINIMUM CLEARANCE
BETWEEN ALL POTABLE AND
NON-POTABLE LINES ARE MET PER IDEQ
AND CITY OF REXBURG STANDARDS.
3.ENSURE 18'' MINIMUM VERTICAL
CLEARANCE BETWEEN ALL POTABLE AND
NON-POTABLE LINES ARE MET PER IDEQ
AND CITY OF REXBURG STANDARDS
4.SLEEVE POTABLE WATER LINE 10' EITHER
SIDE OF CROSSING WITH NON-POTABLE
WATER LINE WHERE 18" VERTICAL
CLEARANCE IS NOT MET.
0101-02 RETAIN AND
PROTECT EXISTING
ASPHALT AND
CONCRETE
0201.4.1.E.1-01 SAW-CUT LINE
AND ASPHALT
REMOVAL
0401.4.1.A.1-06 INSTALL 6" WATER
PIPE DI C-50 @ 5'
MINIMUM COVER
0401.4.1.A.1-08 INSTALL 8" PIPE DI
C-50 @ 5' MIN
COVER
0401.4.1.B.1-886 INSTALL 8"x8"x6"
TEE
0401.4.1.B.1-888 INSTALL 8"x8"x8"
TEE
0401.4.1.B.1-906 INSTALL 6" 90°
BEND DI C50
0402.4.1.A.1-06 INSTALL 6"
WATER VALVE
0402.4.1.A.1-08 INSTALL 8"
WATER VALVE
0403.4.1.A.1-01 INSTALL FH
ASSEMBLY
0404.4.1.A.1-01 INSTALL 1.25"
WATER SERVICE
WITH INTERIOR
METER AND 1.25"
VALVE
0501.4.1.B.1-08 INSTALL 8" SDR 35
SANITARY SEWER
PIPE @ 0.4% MIN
SLOPE
0502.4.1.A.1-01 INSTALL 4' SS MH
PER ISPWC SD-501
0504.4.1.B.1-04 INSTALL 4" SDR 35
SANITARY SEWER
SERVICE @ 2% MIN
0601.4.1.A.17-12 INSTALL 12" ADS N
12 STORM PIPE @
0.22% MIN. SLOPE
0602.4.1.A.1-01 INSTALL SD
MANHOLE
PER ISPWC SD-611
0602.4.1.F.1-01 INSTALL CATCH
BASIN TYPE I PER
ISPWC SD-601
0706.4.1.A.5-01 INSTALL 6" CURB
AND GUTTER PER
ISPWC SD-701
0706.4.1.A.5-02 INSTALL 6" LIP
DOWN CURB AND
GUTTER PER
DETAIL SHEET 3
0706.4.1.A.5-03 INSTALL 6" HIGH
BACK CURB PER
REXBURG CITY
STANDARDS
DESIGN PROFILE @ CL
EXISTING SURFACE
0601.4.1.A.17-12
0401.4.1.A.1-08
CITY OF REXBURG INFILTRATOR
SYSTEM SEE SHEET 13
0201.4.1.E.1-01
0101-02
0101-02
0706.4.1.E.1-04
0706.4.1.E.1-04
0706.4.1.E.1-04
0706.4.1.A.5-01
0706.4.1.A.5-02
0706.4.1.E.1-04 INSTALL 4"
CONCRETE
SIDEWALK PER
ISPWC SD-709
0404.4.1.A.1-01
0404.4.1.A.1-01
0404.4.1.A.1-01
0404.4.1.A.1-01
0404.4.1.A.1-01
0404.4.1.A.1-01
0504.4.1.B.1-04 0504.4.1.B.1-04
0504.4.1.B.1-04
0504.4.1.B.1-04
0504.4.1.B.1-04
ROAD 1
SHEET 7
LO
R
E
N
E
S
T
R
E
E
T
SH
E
E
T
6
0401.4.1.A.1-06
0401.4.1.A.1-06
0401.4.1.A.1-06
0402.4.1.A.1-08
0706.4.1.A.5-03
1105.4.1.A.1-01
1105.4.1.A.1-01 INSTALL STOP
SIGN AND STREET
SIGNS PER
MUTCD STD.
ENSURE 18" MINIMUM
VERTICAL CLEARANCE
0706.4.1.A.3-04
0706.4.1.B.3-04 INSTALL
COMMERCIAL
APPROACH PER
CITY OF REXBURG
ENGINEERING
STANDARDS
0402.4.1.A.1-08
0504.4.1.B.1-04
0602.4.1.F.1-01
INSTALL MH WITH BOLTED LID
INSTALL WITH TOP 1' AS GRADE RINGS/RISERS
TO BE REMOVED WHEN THE REMAINDER
OF THE ROAD IS INSTALLED
DATUM ELEV
4860.00
4864
4868
4872
4876
4+00
48
7
1
.
4
48
7
1
.
3
5
48
7
1
.
5
48
7
1
.
4
8
5+00
48
7
1
.
6
48
7
1
.
5
9
48
7
2
.
5
48
7
2
.
5
0
6+00
48
7
2
.
3
48
7
2
.
2
6
48
7
2
.
8
48
7
2
.
7
7
7+00
48
7
2
.
9
48
7
2
.
8
6
48
7
0
.
7
48
7
0
.
6
6
8+00
48
7
3
.
5
48
7
3
.
5
4
8+50
SSMH 4
Sta:5+89.46 OFF:-12.46L
Rim:4873.25
S INV IN:4864.01
E INV IN:4864.01
W INV OUT:4863.91
SD CB 2
Sta:4+09.85 OFF:-24.00L
GRATE:4871.26
S INV IN:4868.16
N INV OUT:4868.06
0.60%
-0.40%
0.45%PV
I
S
t
a
.
=
4
+
0
9
.
8
5
El
e
v
.
=
4
8
7
1
.
6
8
9
PV
I
S
t
a
.
=
6
+
3
2
.
3
7
El
e
v
.
=
4
8
7
2
.
6
9
3
PV
I
S
t
a
.
=
7
+
6
4
.
8
3
El
e
v
.
=
4
8
7
3
.
4
8
7
PV
I
S
t
a
.
=
8
+
3
4
.
6
0
El
e
v
.
=
4
8
7
3
.
2
0
8
SD MH 1
Rim:4871.98
S INV IN:4868.05
E INV OUT:4867.95
W INV OUT:4867.95
Install Hydrant
Flange: 4873.56'
STA: 7+24.87
OFF: 27.49
Install 164' of 8" PVC SDR 35 San. Pipe @ 0
.
4
0
%
SSMH 5
Sta:7+54.14 OFF:3.32R
GRATE:4873.36
N INV IN:4864.76
S INV IN:4864.76
W INV OUT:4864.66
Install 40' of 8" C5
0
D
I
P
i
p
e
@
5
'
M
i
n
C
o
v
e
r
Install 56' of 8" C50 DI Pipe @ 5' Min Co
v
e
r
Install 49' of 8" C50 DI Pipe @ 5' Min Cover
Install 6' of 8" C50 DI Pipe @ 5' Min Cover
Install 7' of 8" C50 DI Pipe @ 5' Min Cover
Install 49' of 8" C50 DI Pipe @ 5' Min Cover
Install 36' of 8" C50 DI Pipe @ 5' Min Cover
Install 54' of 8" C50 DI Pipe @ 5' Min Cover
Install 53' of 8" C50 DI Pipe @ 5' Min Cover
Install 33' of 8" C50 DI Pipe @ 5' Min Cover
Install 5' of 8" C50 DI Pipe @ 5' Min Cover
Install 98' of 8" C50 DI Pipe @ 5' Min Cover
Install 313' of 8" PVC SDR 35 San. Pipe @
0
.
4
0
%
4+00 5+00 6+00 7+00
8+
0
0
8+
4
2
0+
7
8
1+
0
0
L2
C1
4872
487
3
0401.4.1.B.1-888
7+54.59
41.502 R-2
.
0
0
%
-0.45%
0502.4.1.A.1-01
SSMH 4
0602.4.1.F.1-01
0602.4.1.F.1-01
SD MH 1
SD CB 2
SD CB 1
SD CB 7
0602.4.1.A.1-01
SSMH 5
0401.4.1.B.1-886
1+15.23
-58.71 L
0401.4.1.B.1-886
4+23.32
13.22 R
0401.4.1.B.1-886
5+21.45
14.03 R
0401.4.1.B.1-888
5+79.12
14.510 R
0401.4.1.B.1-886
7+26.23
16.97 R
0401.4.1.B.1-886
4+64.60
13.56 R
0402.4.1.A.1-06
0402.4.1.A.1-060402.4.1.A.1-060402.4.1.A.1-06
0402.4.1.A.1-06
0402.4.1.A.1-06
0403.4.1.A.1-01
STA:7+24.87
OFF: 27.49R
4872.80
TBC-PI
4872.84
BSW-PI
4873.07
TBC-PC
4872.57
TBC-PC
4873.73
TBC-PC
4873.18
TBC-PC
4873.36
TBC-PC
4873.29
EO-PC
4873.23
TBC-MATCH
4873.09
EO-MATCH
4873.12
EO-PC
4871.67
TBC-LP
4872.99
TBC-PC
4872.35
TBC-CC
4872.35
BSW-PI
4872.45
BSW-PI
4873.50
FG 4873.75
FG
4873.75
FG 4874.00
FG 4874.00
FG
4874.75
FG 4874.74
FG
4875.24
FG4875.75
FG
4873.50
FG
4873.50
FG
4873.50
FG
4874.02
TBC-PI
4872.53
TBC-CC
BUILDING:
AREA: 1,819 SQ FT
FF: 4874.50
BUILDING:
AREA: 1,819 SQ FT
FF: 4874.00 BUILDING:
AREA: 1,819 SQ FT
FF: 4874.25
BUILDING:
AREA: 1,819 SQ FT
FF: 4875.25
BUILDING:
AREA: 1,819 SQ FT
FF: 4875.75
0401.4.1.A.1-08
0401.4.1.A.1-08
0401.4.1.A.1-08 0401.4.1.A.1-08
0401.4.1.A.1-08 0401.4.1.A.1-08
0401.4.1.A.1-08
0401.4.1.A.1-08
0401.4.1.A.1-08
0401.4.1.A.1-08
0401.4.1.A.1-06
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJTKP
SH
E
E
T
N
A
M
E
:
PR
O
J
E
C
T
:
LO
C
A
T
I
O
N
:
2020-083
DATE:DATE: April 2, 2021
DA
T
E
RE
V
I
S
I
O
N
S
CL
I
E
N
T
:
Th
e
C
i
v
i
l
C
o
n
n
e
c
t
i
o
n
11
5
0
H
o
l
l
i
p
a
r
k
D
r
.
I
d
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
1
20
8
.
8
8
1
.
0
0
8
8
PRELIMINARY FOR
REVIEW ONLY
7
16
TE
T
O
N
R
I
V
E
R
F
L
A
T
S
LO
R
E
N
E
S
T
R
E
E
T
S
T
A
4
+
0
0
T
O
8
+
5
0
RE
X
B
U
R
G
,
I
D
APPROVED BY ________________________DATE:____________
City of REXBURG
LOREN STREET PROFILE VIEW
LORENE STREET PLAN VIEW
0101-01 RETAIN AND
PROTECT
EXISTING UTILITY
NOTE:
1.CONTRACTOR TO FIELD VERIFY EXISTING
UTILITIES LOCATION AND COORDINATE
WITH EACH UTILITY LOCATION PRIOR TO
CONNECTION PROPOSED UTILITIES.
2.ENSURE 10' MINIMUM CLEARANCE
BETWEEN ALL POTABLE AND
NON-POTABLE LINES ARE MET PER IDEQ
AND CITY OF REXBURG STANDARDS.
3.ENSURE 18'' MINIMUM VERTICAL
CLEARANCE BETWEEN ALL POTABLE AND
NON-POTABLE LINES ARE MET PER IDEQ
AND CITY OF REXBURG STANDARDS
4.SLEEVE POTABLE WATER LINE 10' EITHER
SIDE OF CROSSING WITH NON-POTABLE
WATER LINE WHERE 18" VERTICAL
CLEARANCE IS NOT MET.
0101-02 RETAIN AND
PROTECT EXISTING
ASPHALT AND
CONCRETE
0201.4.1.E.1-01 SAW-CUT LINE
AND ASPHALT
REMOVAL
0401.4.1.A.1-06 INSTALL 6" WATER
PIPE DI C-50 @ 5'
MINIMUM COVER
0401.4.1.A.1-08 INSTALL 8" PIPE DI
C-50 @ 5' MIN
COVER
0401.4.1.B.1-886 INSTALL 8"x8"x6"
TEE
0401.4.1.B.1-888 INSTALL 8"x8"x8"
TEE
0401.4.1.B.1-906 INSTALL 6" 90°
BEND DI C50
0402.4.1.A.1-06 INSTALL 6"
WATER VALVE
0402.4.1.A.1-08 INSTALL 8"
WATER VALVE
0403.4.1.A.1-01 INSTALL FH
ASSEMBLY
0404.4.1.A.1-01 INSTALL 1.25"
WATER SERVICE
WITH INTERIOR
METER AND 1.25"
VALVE
0501.4.1.B.1-08 INSTALL 8" SDR 35
SANITARY SEWER
PIPE @ 0.4% MIN
SLOPE
0502.4.1.A.1-01 INSTALL 4' SS MH
PER ISPWC SD-501
0504.4.1.B.1-04 INSTALL 4" SDR 35
SANITARY SEWER
SERVICE @ 2% MIN
0601.4.1.A.17-12 INSTALL 12" ADS N
12 STORM PIPE @
0.22% MIN. SLOPE
0602.4.1.A.1-01 INSTALL SD
MANHOLE
PER ISPWC SD-611
0602.4.1.F.1-01 INSTALL CATCH
BASIN TYPE I PER
ISPWC SD-601
0706.4.1.A.5-01 INSTALL 6" CURB
AND GUTTER PER
ISPWC SD-701
0706.4.1.A.5-02 INSTALL 6" LIP
DOWN CURB AND
GUTTER PER
DETAIL SHEET 3
0706.4.1.A.5-03 INSTALL 6" HIGH
BACK CURB PER
REXBURG CITY
STANDARDS
DESIGN PROFILE @CL
EXISTING SURFACE
CITY OF REXBURG INFILTRATOR
SYSTEM SEE SHEET 13
0404.4.1.A.1-01
0404.4.1.A.1-01
0404.4.1.A.1-01
0401.4.1.A.1-06
LO
R
E
N
E
S
T
R
E
E
T
SH
E
E
T
5
ROAD 2 SHEET 9
0401.4.1.A.1-06
0401.4.1.A.1-06
0401.4.1.A.1-06
0504.4.1.B.1-04
0504.4.1.B.1-04
0504.4.1.B.1-04 0504.4.1.B.1-04
0201.4.1.E.1-01
0706.4.1.A.5-03
0706.4.1.A.5-03
0706.4.1.E.1-04
0706.4.1.E.1-04
0402.4.1.A.1-08
0402.4.1.A.1-08
0404.4.1.A.1-01
1105.4.1.A.1-01
0706.4.1.E.1-04 INSTALL 4"
CONCRETE
SIDEWALK PER
ISPWC SD-709
1105.4.1.A.1-01 INSTALL STOP
SIGN AND STREET
SIGNS PER
MUTCD STD.
0602.4.1.F.1-01
0101-02
0101-01
ENSURE 18" MINIMUM
VERTICAL CLEARANCE
0402.4.1.A.1-08
0706.4.1.H.1-01 INSTALL ADA
PEDESTRIAN RAMP
W/DETECTABLE
WARNING DOMES
PER ISPWC SD-712
0706.4.1.B.3-04
0401.4.1.B.1-906
0401.4.1.B.1-906
INSTALL WITH TOP 1' AS GRADE RINGS/RISERS
TO BE REMOVED WHEN THE REMAINDER
OF THE ROAD IS INSTALLED
0402.4.1.A.1-08
0402.4.1.A.1-08
0502.4.1.A.1-01
DATUM ELEV
4861.00
4864
4868
4872
DATUM ELEV
0+75 1+00
48
7
1
.
0
48
7
1
.
0
1
48
7
1
.
0
48
7
1
.
0
4
2+00
48
7
1
.
2
48
7
1
.
2
3
2+50
48
7
1
.
5
48
7
1
.
4
6
Install Hydrant
Flange: 4871.30'
STA: 1+37.76
OFF: 20.88
SSMH 1
Sta:1+35.41 OFF:-16.09L
Rim:4871.10
S INV IN:4861.99
E INV IN:4861.99
W INV OUT:4861.86
SSMH 2
Sta:2+29.73 OFF:-6.00L
Rim:4871.46
N INV OUT:4863.33
SD CB 3
Sta:1+41.40 OFF:27.62R
GRATE:4870.38
S INV OUT:4867.37 SD CB 4
Sta:2+36.50 OFF:31.82R
GRATE:4870.54
N INV IN:4867.09
E INV OUT:4866.99
Install 126' of 12" ADS N 12 Storm Pipe @ 0.22%
Install 146' of 8" PV
C
S
D
R
3
5
S
a
n
.
P
i
p
e
@
0
.
9
2
%
Install 6' of 8" C50 DI Pipe @ 5' Min Cover
Install 6' of 8" C50 DI Pipe @ 5' Min Cover
Install 93' of 8" C50 DI Pipe @ 5' Min Cover
Install 20' of 8" C50 DI Pipe @ 5' Min Cover
0+78 1+00 2+00
1+
0
0
0101-01
0501.4.1.B.1-08
0501.4.1.B.1-08
L3
48
7
1
4872
4
8
7
2
0401.4.1.B.1-908
-2
.
0
0
%
-2.75%
-1
.
6
3
%
SSMH 1
0602.4.1.F.1-01
SD CB 4
SD CB 3
0502.4.1.A.1-01
SSMH 2
0502.4.1.A.1-01
0401.4.1.B.1-888
1+45.37
4.006 R
0401.4.1.B.1-888
0401.4.1.B.1-886
1+37.80
3.99 R
0401.4.1.B.1-886
1+45.06
55.58 R
0401.4.1.B.1-886
0401.4.1.B.1-908
0401.4.1.B.1-8-6
0401.4.1.B.1-906
0401.4.1.B.1-906
1+44.71
112.42 R
0401.4.1.B.1-8-6
0401.4.1.B.1-888
1+25.34
10.757 R
0402.4.1.A.1-06
0402.4.1.A.1-06
0402.4.1.A.1-06
0402.4.1.A.1-06
0403.4.1.A.1-01
STA:1+37.76
OFF: 20.88R
4871.94
TBC-PI
4872.79
TBC-PI
4871.28
TBC-PC
4871.11
TBC-PC
4870.63
EO-MATCH
4870.74
TBC-MATCH
4871.30
TBC-PC
4871.49
TBC-PC
4872.49
TBC-PC
4872.43
TBC-PC
4872.43
TBC-PC
4871.23
TBC
4871.04
TBC-PI-LP
4870.76
TBC
4871.69
BSW-PI
4872.50
FG
4872.50
FG
4871.05
FG
4872.00
FG
4872.50
FG
4872.50
FG
4871.20
FG
4872.00
FG
4872.50
FG
4872.50
FG
4872.50
FG
4872.50
FG
4872.00
FG
4871.30
FG 4871.75
FG
4872.00
FG
4872.75
FG
4872.75
FG
4871.30
TBC-PI
4870.88
TBC-PI-LP4870.88
BSW-PI
4870.90
BSW-PI
4871.59
BSW-PI
4870.86
TBC-PC
4871.90
TBC-PC
4871.66
BSW-PI
4871.75
BSW-PI
4871.76
BSW-PI
4871.48
BSW-PI
4871.50
BSW-PI
4871.25
BSW-PI
4871.23
BSW-PI 4871.40
BSW-PI
4872.50
BSW-PI
4872.50
BSW-PI
4872.76
BSW-PI
4872.48
BSW-PI
4872.41
BSW-PI
4872.89
BSW-PI
4872.49
BSW-PI
AR
E
A
:
1
,
8
1
9
S
Q
F
T
BU
I
L
D
I
N
G
:
AR
E
A
:
1
,
8
1
9
S
Q
F
T
FF
:
4
8
7
3
.
0
0
BU
I
L
D
I
N
G
:
AR
E
A
:
1
,
8
1
9
S
Q
F
T
FF
:
4
8
7
2
.
5
0
BU
I
L
D
I
N
G
:
AR
E
A
:
1
,
8
1
9
S
Q
F
T
FF
:
4
8
7
3
.
0
0
BU
I
L
D
I
N
G
:
AR
E
A
:
1
,
8
1
9
S
Q
F
T
FF
:
4
8
7
2
.
5
0
0401.4.1.A.1-08
0401.4.1.A.1-08
0401.4.1.A.1-08
0401.4.1.A.1-08
0401.4.1.A.1-08
0401.4.1.A.1-08
0401.4.1.A.1-08
0401.4.1.A.1-08
0402.4.1.A.1-08
0402.4.1.A.1-06
0402.4.1.A.1-06
-
2
.
2
0
%
4871
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJTKP
SH
E
E
T
N
A
M
E
:
PR
O
J
E
C
T
:
LO
C
A
T
I
O
N
:
2020-083
DATE:DATE: April 2, 2021
DA
T
E
RE
V
I
S
I
O
N
S
CL
I
E
N
T
:
Th
e
C
i
v
i
l
C
o
n
n
e
c
t
i
o
n
11
5
0
H
o
l
l
i
p
a
r
k
D
r
.
I
d
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
1
20
8
.
8
8
1
.
0
0
8
8
PRELIMINARY FOR
REVIEW ONLY
8
16
TE
T
O
N
R
I
V
E
R
F
L
A
T
S
DR
I
V
E
1
0
+
7
5
T
O
2
+
5
0
RE
X
B
U
R
G
,
I
D
APPROVED BY ________________________DATE:____________
City of REXBURG
DRIVE 1 PROFILE VIEW
DRIVE 1 PLAN VIEW
0101-01 RETAIN AND
PROTECT
EXISTING UTILITY
NOTE:
1.CONTRACTOR TO FIELD VERIFY EXISTING
UTILITIES LOCATION AND COORDINATE
WITH EACH UTILITY LOCATION PRIOR TO
CONNECTION PROPOSED UTILITIES.
2.ENSURE 10' MINIMUM CLEARANCE
BETWEEN ALL POTABLE AND
NON-POTABLE LINES ARE MET PER IDEQ
AND CITY OF REXBURG STANDARDS.
3.ENSURE 18'' MINIMUM VERTICAL
CLEARANCE BETWEEN ALL POTABLE AND
NON-POTABLE LINES ARE MET PER IDEQ
AND CITY OF REXBURG STANDARDS
4.SLEEVE POTABLE WATER LINE 10' EITHER
SIDE OF CROSSING WITH NON-POTABLE
WATER LINE WHERE 18" VERTICAL
CLEARANCE IS NOT MET.
0101-02 RETAIN AND
PROTECT EXISTING
ASPHALT AND
CONCRETE
0201.4.1.E.1-01 SAW-CUT LINE
AND ASPHALT
REMOVAL
0401.4.1.A.1-06 INSTALL 6" WATER
PIPE DI C-50 @ 5'
MINIMUM COVER
0401.4.1.A.1-08 INSTALL 8" PIPE DI
C-50 @ 5' MIN
COVER
0401.4.1.B.1-886 INSTALL 8"x8"x6"
TEE
0401.4.1.B.1-888 INSTALL 8"x8"x8"
TEE
0401.4.1.B.1-906 INSTALL 6" 90°
BEND DI C50
0402.4.1.A.1-06 INSTALL 6"
WATER VALVE
0402.4.1.A.1-08 INSTALL 8"
WATER VALVE
0403.4.1.A.1-01 INSTALL FH
ASSEMBLY
0404.4.1.A.1-01 INSTALL 1.25"
WATER SERVICE
WITH INTERIOR
METER AND 1.25"
VALVE
0501.4.1.B.1-08 INSTALL 8" SDR 35
SANITARY SEWER
PIPE @ 0.4% MIN
SLOPE
0502.4.1.A.1-01 INSTALL 4' SS MH
PER ISPWC SD-501
0504.4.1.B.1-04 INSTALL 4" SDR 35
SANITARY SEWER
SERVICE @ 2% MIN
0601.4.1.A.17-12 INSTALL 12" ADS N
12 STORM PIPE @
0.22% MIN. SLOPE
0602.4.1.A.1-01 INSTALL SD
MANHOLE
PER ISPWC SD-611
0602.4.1.F.1-01 INSTALL CATCH
BASIN TYPE I PER
ISPWC SD-601
0706.4.1.A.5-01 INSTALL 6" CURB
AND GUTTER PER
ISPWC SD-701
0706.4.1.A.5-02 INSTALL 6" LIP
DOWN CURB AND
GUTTER PER
DETAIL SHEET 3
0706.4.1.A.5-03 INSTALL 6" HIGH
BACK CURB PER
REXBURG CITY
STANDARDS
DESIGN PROFILE @ CL
EXISTING SURFACE
DOUBLE DUMPSTER PAD
AS PER CITY OF
REXBURG STANDARDS
0504.4.1.B.1-04
LORENE STREET
SHEET 5
ROAD 1
SHEET 8
0404.4.1.A.1-01
0404.4.1.A.1-01
0404.4.1.A.1-01
0404.4.1.A.1-01
0502.4.1.A.1-01
0201.4.1.E.1-01
0402.4.1.A.1-08
0402.4.1.A.1-08
0706.4.1.E.1-04
0706.4.1.E.1-04
0706.4.1.E.1-04
0706.4.1.A.5-01
0706.4.1.A.5-01
0706.4.1.A.5-02
0706.4.1.A.5-02
1105.4.1.A.1-01
0706.4.1.E.1-04 INSTALL 4"
CONCRETE
SIDEWALK PER
ISPWC SD-709
1105.4.1.A.1-01 INSTALL STOP
SIGN AND STREET
SIGNS PER
MUTCD STD.
ENSURE 18" MINIMUM
VERTICAL CLEARANCE
0402.4.1.A.1-080706.4.1.B.3-04
0706.4.1.B.3-04 INSTALL
COMMERCIAL
APPROACH PER
CITY OF REXBURG
ENGINEERING
STANDARDS
ENSURE 18" MINIMUM
VERTICAL CLEARANCE
0401.4.1.B.1-908
INSTALL MH WITH
BOLTED LID
0402.4.1.A.1-08
DATUM ELEV
4862.00
4864
4868
4872
4876
2+50
48
7
1
.
5
48
7
1
.
4
6
3+00
48
7
1
.
6
48
7
1
.
6
4
4+00
48
7
2
.
0
48
7
1
.
9
7
48
7
2
.
1
48
7
2
.
1
5
5+00
48
7
2
.
3
48
7
2
.
3
3
48
7
2
.
5
48
7
2
.
5
1
6+00
48
7
2
.
7
48
7
2
.
6
9
48
7
2
.
9
48
7
2
.
8
9
7+00
48
7
3
.
7
48
7
3
.
7
3
7+20
Install Hydrant
Flange: 4873.54'
STA: 6+49.87
OFF: 14.98
Install 164' of 12" ADS N 12 Storm Pipe @ 0.22%
Install 21' of 12" ADS N 12 Storm Pipe @ 0.22%
SD CB 6
Sta:5+52.58 OFF:30.01R
GRATE:4871.85
W INV IN:4866.17
S INV OUT:4866.07
SD MH 2
Sta:5+52.63 OFF:50.84R
GRATE:4872.46
N INV IN:4866.03
E INV OUT:4865.93
S INV OUT:4865.93
Install 163' of 12" ADS N 12 Storm Pipe @ 0.22%
SD CB 5
Sta:3+89.68 OFF:30.02R
GRATE:4871.19
W INV IN:4866.63
E INV OUT:4866.53
Install 29' of 8" C50 DI Pipe @ 5' Min Cover
Install 5' of 8" C50 DI Pipe @ 5' Min Cover
Install 416' of 8" C50 DI Pipe @ 5' Min Cover
S89° 31' 34"W
315.15'
2+
0
0
3+00 4+00 5+00 6+00 7+00 7+19
2+
0
0
0501.4.1.B.1-08
L3
L4
4872
4871
487
3
4
8
7
3
4873
0401.4.1.B.1-908
-2
.
3
7
%
-2.00%
-1
.
5
6
%
-0.40%
-5.27%
-2
.
7
5
%
-2
.
2
2
%
-0.40%
SD CB 6
SD CB 5
SSMH 2
0502.4.1.A.1-01
0401.4.1.B.1-888
2+44.81
4.849 R
0401.4.1.B.1-888
1+45.37
4.006 R
0401.4.1.B.1-888
1+37.80
3.99 R
0401.4.1.B.1-886
6+49.95
7.32 R
0403.4.1.A.1-01
STA:6+49.87
OFF: 14.98R
4872.79
TBC-PI
4873.72
TBC-PC
4873.60
TBC-PC4873.66
TBC-PC
4873.15
TBC-PC
4873.23
TBC-PC
4873.43
TBC-PC
4871.28
TBC-PC
4872.49
TBC-PC
4872.43
TBC-PC
4872.43
TBC-PC
4872.60
TBC-PC
4873.15
TBC-PC
4874.69
TBC-HP
4873.66
TBC-PC
4872.68
TBC-PI
4874.81
BSW-PI
4874.83
BSW-PI
4872.75
4873.21
BSW-PI
4873.36
BSW-PI
4873.00
BSW-PI
4873.50
FG 4873.75
FG
4873.75
FG 4874.00
FG 4874.00
FG
4874.75
FG
4872.75
FG 4872.75
FG
4873.00
FG
4872.75
FG4872.75
FG
4873.00
FG
4873.00
FG
4873.00
FG
FG 4873.25
FG
4873.25
FG
4873.25
FG
FG 4873.50
FG
4873.50
FG
4873.50
FG4873.50
FG 4873.75
FG
4873.50
FG
4873.75
FG
4874.00
FG
4874.00
FG
4874.75
FG
4874.75
FG
4874.75
FG
4873.50
FG
4872.76
BSW-PI
4872.48
BSW-PI
4872.41
BSW-PI
4872.89
BSW-PI
4872.49
BSW-PI
4872.94
BSW-PI
4873.07
BSW-PI
4873.11
BSW-PI
4873.25
BSW-PI 4873.30
BSW-PI
4873.43
BSW-PI
4873.48
BSW-PI
4873.60
BSW-PI
4873.65
BSW-PI
4873.78
BSW-PI
4873.83
BSW-PI
4873.96
BSW-PI
4874.01
BSW-PI
4873.55
BSW-PI
4873.89
BSW-PI 4873.58
BSW-PI
4873.48
BSW-PI
4873.91
TBC-PI-HP
4874.75
TBC-PI4874.46
TBC-PC
BUILDING:
AREA: 1,819 SQ FT
FF: 4874.50
BUILDING:
AREA: 1,819 SQ FT
FF: 4873.25
BUILDING:
AREA: 1,819 SQ FT
FF: 4873.50
BUILDING:
AREA: 1,819 SQ FT
FF: 4873.75
BUILDING:
AREA: 1,819 SQ FT
FF: 4874.00
BUILDING:
AREA: 1,819 SQ FT
FF: 4874.00 BUILDING:
AREA: 1,819 SQ FT
FF: 4874.25
AREA: 1,819 SQ FT
AREA: 1,819 SQ FT
0401.4.1.A.1-08
0401.4.1.A.1-08
0401.4.1.A.1-08
0401.4.1.A.1-08
0402.4.1.A.1-06
L5
0401.4.1.B.1-666
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJTKP
SH
E
E
T
N
A
M
E
:
PR
O
J
E
C
T
:
LO
C
A
T
I
O
N
:
2020-083
DATE:DATE: April 2, 2021
DA
T
E
RE
V
I
S
I
O
N
S
CL
I
E
N
T
:
Th
e
C
i
v
i
l
C
o
n
n
e
c
t
i
o
n
11
5
0
H
o
l
l
i
p
a
r
k
D
r
.
I
d
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
1
20
8
.
8
8
1
.
0
0
8
8
PRELIMINARY FOR
REVIEW ONLY
9
16
TE
T
O
N
R
I
V
E
R
F
L
A
T
S
DR
I
V
E
1
2
+
5
0
T
O
7
+
2
0
RE
X
B
U
R
G
,
I
D
APPROVED BY ________________________DATE:____________
City of REXBURG
DRIVE 1 PROFILE VIEW
DRIVE 1 PLAN VIEW
NOTE:
1.CONTRACTOR TO FIELD VERIFY EXISTING
UTILITIES LOCATION AND COORDINATE
WITH EACH UTILITY LOCATION PRIOR TO
CONNECTION PROPOSED UTILITIES.
2.ENSURE 10' MINIMUM CLEARANCE
BETWEEN ALL POTABLE AND
NON-POTABLE LINES ARE MET PER IDEQ
AND CITY OF REXBURG STANDARDS.
3.ENSURE 18'' MINIMUM VERTICAL
CLEARANCE BETWEEN ALL POTABLE AND
NON-POTABLE LINES ARE MET PER IDEQ
AND CITY OF REXBURG STANDARDS
4.SLEEVE POTABLE WATER LINE 10' EITHER
SIDE OF CROSSING WITH NON-POTABLE
WATER LINE WHERE 18" VERTICAL
CLEARANCE IS NOT MET.
0401.4.1.A.1-06 INSTALL 6" WATER
PIPE DI C-50 @ 5'
MINIMUM COVER
0401.4.1.A.1-08 INSTALL 8" PIPE DI
C-50 @ 5' MIN
COVER
0401.4.1.B.1-886 INSTALL 8"x8"x6"
TEE
0401.4.1.B.1-888 INSTALL 8"x8"x8"
TEE
0401.4.1.B.1-906 INSTALL 6" 90°
BEND DI C50
0402.4.1.A.1-06 INSTALL 6"
WATER VALVE
0402.4.1.A.1-08 INSTALL 8"
WATER VALVE
0403.4.1.A.1-01 INSTALL FH
ASSEMBLY
0404.4.1.A.1-01 INSTALL 1.25"
WATER SERVICE
WITH INTERIOR
METER AND 1.25"
VALVE
0501.4.1.B.1-08 INSTALL 8" SDR 35
SANITARY SEWER
PIPE @ 0.4% MIN
SLOPE
0502.4.1.A.1-01 INSTALL 4' SS MH
PER ISPWC SD-501
0504.4.1.B.1-04 INSTALL 4" SDR 35
SANITARY SEWER
SERVICE @ 2% MIN
0601.4.1.A.17-12 INSTALL 12" ADS N
12 STORM PIPE @
0.22% MIN. SLOPE
0602.4.1.A.1-01 INSTALL SD
MANHOLE
PER ISPWC SD-611
0602.4.1.F.1-01 INSTALL CATCH
BASIN TYPE I PER
ISPWC SD-601
0706.4.1.A.5-01 INSTALL 6" CURB
AND GUTTER PER
ISPWC SD-701
0706.4.1.A.5-02 INSTALL 6" LIP
DOWN CURB AND
GUTTER PER
DETAIL SHEET 3
0706.4.1.E.1-04 INSTALL 4"
CONCRETE
SIDEWALK PER
ISPWC SD-709
DESIGN PROFILE @ CL
EXISTING SURFACE
DOUBLE DUMPSTER
PAD AS PER CITY OF
REXBURG STANDARD
0602.4.1.F.1-01
0504.4.1.B.1-04
ROAD 2
SHEET 9
ROAD 1
SHEET 7
ROAD 2
SHEET 9
STORM TECH SYSTEM 1
SEE SHEET 11
0706.4.1.E.1-04 0706.4.1.E.1-04
0706.4.1.H.1-01
0706.4.1.H.1-01 INSTALL ADA
PEDESTRIAN RAMP
W/DETECTABLE
WARNING DOMES
PER ISPWC SD-712
0706.4.1.H.1-01
0706.4.1.A.5-02
0706.4.1.A.5-01
0706.4.1.A.5-02
1105.4.1.A.1-01
1105.4.1.A.1-01 INSTALL STOP
SIGN AND STREET
SIGNS PER
MUTCD STD.
0504.4.1.B.1-04
0601.4.1.A.17-12
DOUBLE DUMPSTER
PAD AS PER CITY OF
REXBURG STANDARDS
RETAIN AND PROTECT EXISTING
TRANSFORMER
0101-01 RETAIN AND
PROTECT
EXISTING UTILITY
ENSURE 18" MINIMUM
VERTICAL CLEARANCE
DATUM ELEV
4862.00
4864
4868
4872
4876
0+78 1+00
48
7
2
.
5
48
7
2
.
4
6
48
7
2
.
9
48
7
2
.
8
7
2+00
48
7
3
.
6
48
7
3
.
5
7
48
7
3
.
5
48
7
3
.
4
7
3+00
48
7
2
.
9
48
7
2
.
8
5
48
7
2
.
1
48
7
2
.
1
0
4+00
48
7
2
.
2
48
7
2
.
2
2
4+50
48
7
2
.
5
48
7
2
.
4
7
SSMH 4
Sta:5+89.46 OFF:-12.46L
Rim:4873.25
S INV IN:4864.01
E INV IN:4864.01
W INV OUT:4863.91
SSMH 6
Sta:3+64.20 OFF:-3.51L
Rim:4872.18
S INV IN:4865.22
N INV OUT:4865.12
SSMH 7
Sta:4+31.65 OFF:-2.59L
Rim:4872.42
N INV OUT:4865.62
Install 277' of 8" PVC SDR 35 San. Pipe @ 0
.
4
0
%
Install 67' of 8" PVC SDR 35 San. Pipe @ 0.60%
SD CB 7
Sta:1+42.01 OFF:29.01R
GRATE:4872.30
S INV OUT:4869.30
Install 192' of 12" ADS N 12 Stor
m
P
i
p
e
@
0
.
5
1
%
SD CB 8
Sta:3+33.90 OFF:28.97R
GRATE:4871.33
N INV IN:4868.32
S INV IN:4868.32
E INV IN:4868.32
W INV OUT:4866.67
Install 3' of 8" C50 DI Pipe @ 5' Min Cover
Install 20' of 8" C50 DI Pipe @ 5' Min Cover
Install 93' of 8" C50 DI Pipe @ 5' Min Cover
Install 130' of 8" C50 DI Pipe @ 5' Min Cov
e
r
Install 31' of 8" C50 DI Pipe @ 5' Min Cover
7+
0
0
7+
1
9
6+
0
0
7+
0
0
0+78 1+00 2+00 3+00 4+00 4+70
C
1
4
8
7
3
4873
0401.4.1.B.1-886
4+58.67
7.78 R
-1.56%-2.00%
-0
.
4
5
%
-5
.
2
7
%
0502.4.1.A.1-01
SSMH 4
0602.4.1.F.1-01
SD CB 8
SD CB 7
SSMH 6
SSMH 7
SSMH 5
0502.4.1.A.1-01
0502.4.1.A.1-01
0401.4.1.B.1-888
2+44.81
4.849 R
0401.4.1.B.1-886
0401.4.1.B.1-886
1+15.23
-58.71 L
0401.4.1.B.1-888
5+79.12
14.510 R
0401.4.1.B.1-8-6
0401.4.1.B.1-906
0401.4.1.B.1-886
7+26.23
16.97 R
0402.4.1.A.1-06
0402.4.1.A.1-06
0402.4.1.A.1-06
0402.4.1.A.1-06
0402.4.1.A.1-06
0403.4.1.A.1-01
FLANGE: 4872.99'
0403.4.1.A.1-01
STA:7+24.87
OFF: 27.49R
4872.80
TBC-PI
4872.84
BSW-PI
4873.07
TBC-PC
4872.57
TBC-PC
4873.73
TBC-PC
4873.60
TBC-PC 4873.23
TBC-PC
4873.43
TBC-PC
4873.18
TBC-PC
4873.12
EO-PC
4873.75
TBC-PI-HP
4873.22
TBC-PC4873.34
TBC-PC
4873.28
TBC-PI
4872.99
TBC-PC
4874.69
TBC-HP
4873.66
TBC-PC
4873.57
BSW-PI
4873.78
BSW-PI
4873.81
BSW-PI
4873.81
BSW-PI
4873.17
BSW-PI
4873.23
BSW-PI
4873.38
BSW-PI
4874.85
BSW-PI
4874.81
BSW-PI
4874.94
BSW-PI
4875.06
BSW-PI
4874.75
BSW-PI
4874.76
BSW-PI
4874.83
BSW-PI
4872.35
TBC-CC
4872.35
BSW-PI
4872.45
BSW-PI
4872.12
BSW-PI
4873.21
BSW-PI
4873.36
BSW-PI
4872.57
TBC-PC
4874.75
FG
4874.74
FG
4875.24
FG
4875.75
FG
4874.75
FG
4874.75
FG
4875.75
FG
4875.25
FG
4874.75
FG
4874.75
FG
4874.75
FG
4874.75
FG
4874.75
FG
4874.75
FG
4874.75
FG
4874.75
FG
4873.50
FG
4873.50
FG
4873.50
FG
4873.50
FG 4873.50
FG
4873.50
FG
4873.50
FG
4873.50
FG 4874.00
FG
4874.00
FG
4874.00
FG
4874.00
FG
4874.00
FG
4874.00
FG
4874.00
FG
4874.00
FG
4873.55
BSW-PI
4873.89
4873.58
BSW-PI4873.48
BSW-PI
4874.75
TBC-PI
4874.66
TBC-PI
4874.46
TBC-PC
4874.16
TBC-PC
4874.10
TBC-PC
4873.95
TBC-PC
4874.17
TBC-PC
4874.43
TBC-PC
4873.18
TBC-PC
4873.24
TBC-PC
4873.15
TBC-PC
4873.00
TBC-PC
4872.90
TBC-PC
4872.97
TBC-PC
4872.99
TBC-PI-LP
4873.06
TBC-PI
4874.96
TBC-PI
4874.34
TBC-PI
4873.75
TBC-PI
4873.41
TBC-PI
4874.38
TBC-PC
4874.30
TBC-PC
4873.77
TBC-PC
4873.63
TBC-PC
4872.72
TBC-PC
4872.70
TBC-PI
4874.02
TBC-PI
4872.53
TBC-CC
4873.70
BSW-PI
4873.54
BSW-PI
4872.35
TBC-PI4872.44
BSW-PI
4872.10
BSW-PI
BU
I
L
D
I
N
G
:
AR
E
A
:
1
,
8
1
9
S
Q
F
T
FF
:
4
8
7
5
.
2
5
BU
I
L
D
I
N
G
:
AR
E
A
:
1
,
8
1
9
S
Q
F
T
FF
:
4
8
7
5
.
7
5
BU
I
L
D
I
N
G
:
AR
E
A
:
1
,
8
1
9
S
Q
F
T
FF
:
4
8
7
5
.
2
5
BU
I
L
D
I
N
G
:
AR
E
A
:
1
,
8
1
9
S
Q
F
T
FF
:
4
8
7
5
.
2
5
BU
I
L
D
I
N
G
:
AR
E
A
:
1
,
8
1
9
S
Q
F
T
FF
:
4
8
7
4
.
0
0
BU
I
L
D
I
N
G
:
AR
E
A
:
1
,
8
1
9
S
Q
F
T
FF
:
4
8
7
4
.
0
0
BU
I
L
D
I
N
G
:
AR
E
A
:
1
,
8
1
9
S
Q
F
T
FF
:
4
8
7
4
.
5
0
BU
I
L
D
I
N
G
:
AR
E
A
:
1
,
8
1
9
S
Q
F
T
FF
:
4
8
7
4
.
5
0
0401.4.1.A.1-08
0401.4.1.A.1-08
0401.4.1.A.1-08
0401.4.1.A.1-08
0401.4.1.A.1-08
0401.4.1.A.1-08
0401.4.1.A.1-08
0401.4.1.A.1-08
0401.4.1.A.1-08
0401.4.1.A.1-08
SD CB 9
0402.4.1.A.1-06
0402.4.1.A.1-06
L5
0402.4.1.A.1-06
0401.4.1.B.1-906
0402.4.1.A.1-06
0401.4.1.B.1-666
Install 63' of 12" ADS N 12 Storm Pipe @ 1.88%
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJTKP
SH
E
E
T
N
A
M
E
:
PR
O
J
E
C
T
:
LO
C
A
T
I
O
N
:
2020-083
DATE:DATE: April 2, 2021
DA
T
E
RE
V
I
S
I
O
N
S
CL
I
E
N
T
:
Th
e
C
i
v
i
l
C
o
n
n
e
c
t
i
o
n
11
5
0
H
o
l
l
i
p
a
r
k
D
r
.
I
d
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
1
20
8
.
8
8
1
.
0
0
8
8
PRELIMINARY FOR
REVIEW ONLY
10
16
TE
T
O
N
R
I
V
E
R
F
L
A
T
S
DR
I
V
E
2
0
+
7
5
T
O
4
+
5
0
RE
X
B
U
R
G
,
I
D
APPROVED BY ________________________DATE:____________
City of REXBURG
DRIVE 2 PROFILE VIEW
DRIVE 2 PLAN VIEW
NOTE:
1.CONTRACTOR TO FIELD VERIFY EXISTING
UTILITIES LOCATION AND COORDINATE
WITH EACH UTILITY LOCATION PRIOR TO
CONNECTION PROPOSED UTILITIES.
2.ENSURE 10' MINIMUM CLEARANCE
BETWEEN ALL POTABLE AND
NON-POTABLE LINES ARE MET PER IDEQ
AND CITY OF REXBURG STANDARDS.
3.ENSURE 18'' MINIMUM VERTICAL
CLEARANCE BETWEEN ALL POTABLE AND
NON-POTABLE LINES ARE MET PER IDEQ
AND CITY OF REXBURG STANDARDS
4.SLEEVE POTABLE WATER LINE 10' EITHER
SIDE OF CROSSING WITH NON-POTABLE
WATER LINE WHERE 18" VERTICAL
CLEARANCE IS NOT MET.
0401.4.1.A.1-06 INSTALL 6" WATER
PIPE DI C-50 @ 5'
MINIMUM COVER
0401.4.1.A.1-08 INSTALL 8" PIPE DI
C-50 @ 5' MIN
COVER
0401.4.1.B.1-886 INSTALL 8"x8"x6"
TEE
0401.4.1.B.1-888 INSTALL 8"x8"x8"
TEE
0401.4.1.B.1-906 INSTALL 6" 90°
BEND DI C50
0402.4.1.A.1-06 INSTALL 6"
WATER VALVE
0402.4.1.A.1-08 INSTALL 8"
WATER VALVE
0403.4.1.A.1-01 INSTALL FH
ASSEMBLY
0404.4.1.A.1-01 INSTALL 1.25"
WATER SERVICE
WITH INTERIOR
METER AND 1.25"
VALVE
0501.4.1.B.1-08 INSTALL 8" SDR 35
SANITARY SEWER
PIPE @ 0.4% MIN
SLOPE
0502.4.1.A.1-01 INSTALL 4' SS MH
PER ISPWC SD-501
0504.4.1.B.1-04 INSTALL 4" SDR 35
SANITARY SEWER
SERVICE @ 2% MIN
0601.4.1.A.17-12 INSTALL 12" ADS N
12 STORM PIPE @
0.22% MIN. SLOPE
0602.4.1.A.1-01 INSTALL SD
MANHOLE
PER ISPWC SD-611
0602.4.1.F.1-01 INSTALL CATCH
BASIN TYPE I PER
ISPWC SD-601
0706.4.1.A.5-01 INSTALL 6" CURB
AND GUTTER PER
ISPWC SD-701
0706.4.1.A.5-02 INSTALL 6" LIP
DOWN CURB AND
GUTTER PER
DETAIL SHEET 3
0706.4.1.E.1-04 INSTALL 4"
CONCRETE
SIDEWALK PER
ISPWC SD-709
DESIGN PROFILE @ CL
EXISTING SURFACE
0404.4.1.A.1-01
0404.4.1.A.1-01
0504.4.1.B.1-04
0504.4.1.B.1-04
0504.4.1.B.1-04
0504.4.1.B.1-04
0504.4.1.B.1-04
0504.4.1.B.1-04
0504.4.1.B.1-04
0504.4.1.B.1-04
0404.4.1.A.1-01
0401.4.1.A.1-06
0402.4.1.A.1-06
0404.4.1.A.1-01
0404.4.1.A.1-01
0706.4.1.E.1-04
0706.4.1.E.1-04
0706.4.1.E.1-04
0706.4.1.E.1-04
0706.4.1.A.5-03
0706.4.1.A.5-02
0706.4.1.A.5-02
DRIVE 1
SHEET 8
DRIVE 2
SHEET 10
LORENE STREET
SHEET 6
0401.4.1.A.1-06
0706.4.1.H.1-01
0706.4.1.H.1-01
0706.4.1.H.1-01 INSTALL ADA
PEDESTRIAN RAMP
W/DETECTABLE
WARNING DOMES
PER ISPWC SD-712
0706.4.1.A.5-03 INSTALL 6" HIGH
BACK CURB PER
REXBURG CITY
STANDARDS
0402.4.1.A.1-08
0402.4.1.A.1-08
1105.4.1.A.1-01
0402.4.1.A.1-08
1105.4.1.A.1-01 INSTALL STOP
SIGN AND STREET
SIGNS PER
MUTCD STD.
0602.4.1.F.1-01
0706.4.1.H.1-01
0706.4.1.H.1-01
0402.4.1.A.1-08
0706.4.1.B.3-04
0706.4.1.B.3-04 INSTALL
COMMERCIAL
APPROACH PER
CITY OF REXBURG
ENGINEERING
STANDARDS
ENSURE 18" MINIMUM
VERTICAL CLEARANCE
0501.4.1.A.1-08
SLEAVE WATER AND SEWER LINE PER NOTE 4 SHEET 2
401.4.1.B.1-886
0402.4.1.A.1-08
401.4.1.B.1-886 401.4.1.B.1-888
0401.4.1.A.1-06
401.4.1.B.1-886
ENSURE 18" MINIMUM
VERTICAL CLEARANCE
3+
0
0
4+
0
0
4+
7
0
48
7
2
4873
4
8
7
3
0401.4.1.B.1-886
4+58.67
7.78 R
0401.4.1.B.1-908
???
-0.40%
0602.4.1.F.1-01
SD MH 2
Rim:4872.46
N INV IN:4866.03
E INV OUT:4865.93
S INV OUT:4865.93
SD CB 6
SD CB 8
SSMH 7
0502.4.1.A.1-01
SD MH 3
Rim:4872.18
E INV IN:4866.03
N INV OUT:4865.93
W INV OUT:4865.93
0401.4.1.B.1-906
5+31.22
138.39 R
0403.4.1.A.1-01
STA:6+49.87
OFF: 14.98R
0402.4.1.A.1-06
4872.68
TBC-PI
4872.50
BSW-PI 4872.50
BSW-PI
4872.50
BSW-PI
4872.12
BSW-PI
4872.33
BSW-PI
4872.75
BSW-PI
4873.21
BSW-PI
4872.57
TBC-PC
4872.50
FG4872.50
FG
4872.50
FG
4872.50
FG
4872.50
FG4872.50
FG
4872.50
FG
4872.50
FG
4872.50
FG
4872.50
FG
4872.50
FG
4872.50
FG
4872.50
FG
4872.50
FG
4872.50
FG
4872.50
FG
4874.16
TBC-PC
4874.10
TBC-PC
4873.00
TBC-PC
4872.90
TBC-PC
4872.72
TBC-PC
4872.70
TBC-PI
4872.35
TBC-PI
4872.44
BSW-PI
4872.50
BSW-PI
4872.50
BSW-PI
4872.50
BSW-PI
4872.10
BSW-PI
4872.50
BSW-PI
4872.50
BSW-PI
BUILDING:
AREA: 1,819 SQ FT
FF: 4873.00
BUILDING:
AREA: 1,819 SQ FT
FF: 4873.00
BUILDING:
AREA: 1,819 SQ FT
FF: 4873.00
BUILDING:
AREA: 1,819 SQ FT
FF: 4873.00
0401.4.1.A.1-08
0401.4.1.A.1-08
0401.4.1.A.1-08
0401.4.1.A.1-08
SD CB 9
0402.4.1.A.1-06
0402.4.1.A.1-06
Install 63' of 12" ADS N 12 Storm Pipe @ 1.88%
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJTKP
SH
E
E
T
N
A
M
E
:
PR
O
J
E
C
T
:
LO
C
A
T
I
O
N
:
2020-083
DATE:DATE: April 2, 2021
DA
T
E
RE
V
I
S
I
O
N
S
CL
I
E
N
T
:
Th
e
C
i
v
i
l
C
o
n
n
e
c
t
i
o
n
11
5
0
H
o
l
l
i
p
a
r
k
D
r
.
I
d
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
1
20
8
.
8
8
1
.
0
0
8
8
PRELIMINARY FOR
REVIEW ONLY
11
16
TE
T
O
N
R
I
V
E
R
F
L
A
T
S
DR
I
V
E
2
4
+
5
0
T
O
6
+
2
5
RE
X
B
U
R
G
,
I
D
APPROVED BY ________________________DATE:____________
City of REXBURG
DRIVE 2 PROFILE VIEW
NOTE:
1.CONTRACTOR TO FIELD VERIFY EXISTING
UTILITIES LOCATION AND COORDINATE
WITH EACH UTILITY LOCATION PRIOR TO
CONNECTION PROPOSED UTILITIES.
2.ENSURE 10' MINIMUM CLEARANCE
BETWEEN ALL POTABLE AND
NON-POTABLE LINES ARE MET PER IDEQ
AND CITY OF REXBURG STANDARDS.
3.ENSURE 18'' MINIMUM VERTICAL
CLEARANCE BETWEEN ALL POTABLE AND
NON-POTABLE LINES ARE MET PER IDEQ
AND CITY OF REXBURG STANDARDS
4.SLEEVE POTABLE WATER LINE 10' EITHER
SIDE OF CROSSING WITH NON-POTABLE
WATER LINE WHERE 18" VERTICAL
CLEARANCE IS NOT MET.
0401.4.1.A.1-06 INSTALL 6" WATER
PIPE DI C-50 @ 5'
MINIMUM COVER
0401.4.1.A.1-08 INSTALL 8" PIPE DI
C-50 @ 5' MIN
COVER
0401.4.1.B.1-886 INSTALL 8"x8"x6"
TEE
0401.4.1.B.1-888 INSTALL 8"x8"x8"
TEE
0401.4.1.B.1-906 INSTALL 6" 90°
BEND DI C50
0402.4.1.A.1-06 INSTALL 6"
WATER VALVE
0402.4.1.A.1-08 INSTALL 8"
WATER VALVE
0403.4.1.A.1-01 INSTALL FH
ASSEMBLY
0404.4.1.A.1-01 INSTALL 1.25"
WATER SERVICE
WITH INTERIOR
METER AND 1.25"
VALVE
0501.4.1.B.1-08 INSTALL 8" SDR 35
SANITARY SEWER
PIPE @ 0.4% MIN
SLOPE
0502.4.1.A.1-01 INSTALL 4' SS MH
PER ISPWC SD-501
0504.4.1.B.1-04 INSTALL 4" SDR 35
SANITARY SEWER
SERVICE @ 2% MIN
0601.4.1.A.17-12 INSTALL 12" ADS N
12 STORM PIPE @
0.22% MIN. SLOPE
0602.4.1.A.1-01 INSTALL SD
MANHOLE
PER ISPWC SD-611
0602.4.1.F.1-01 INSTALL CATCH
BASIN TYPE I PER
ISPWC SD-601
0706.4.1.A.5-01 INSTALL 6" CURB
AND GUTTER PER
ISPWC SD-701
0706.4.1.A.5-02 INSTALL 6" LIP
DOWN CURB AND
GUTTER PER
DETAIL SHEET 3
0706.4.1.E.1-04 INSTALL 4"
CONCRETE
SIDEWALK PER
ISPWC SD-709
0101-01
0504.4.1.B.1-04
RO
A
D
2
SH
E
E
T
9
0706.4.1.H.1-01 INSTALL ADA
PEDESTRIAN RAMP
W/DETECTABLE
WARNING DOMES
PER ISPWC SD-712
0404.4.1.A.1-01
0404.4.1.A.1-01
0404.4.1.A.1-01
0404.4.1.A.1-01
0504.4.1.B.1-04
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJTKP
SH
E
E
T
N
A
M
E
:
PR
O
J
E
C
T
:
LO
C
A
T
I
O
N
:
2020-083
DATE:DATE: April 2, 2021
DA
T
E
RE
V
I
S
I
O
N
S
CL
I
E
N
T
:
Th
e
C
i
v
i
l
C
o
n
n
e
c
t
i
o
n
11
5
0
H
o
l
l
i
p
a
r
k
D
r
.
I
d
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
1
20
8
.
8
8
1
.
0
0
8
8
PRELIMINARY FOR
REVIEW ONLY
12
16
TE
T
O
N
R
I
V
E
R
F
L
A
T
S
ST
O
R
M
T
E
C
H
C
H
A
M
B
E
R
S
RE
X
B
U
R
G
,
I
D
IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-740 SYSTEM
1.STORMTECH SC-740 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A
PRE-CONSTRUCTION MEETING WITH THE INSTALLERS.
2.STORMTECH SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION
GUIDE".
3.CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS.
STORMTECH RECOMMENDS 3 BACKFILL METHODS:
·STONESHOOTER LOCATED OFF THE CHAMBER BED.
·BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE.
·BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR.
4.THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS.
5.JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE.
6.MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS.
7.EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE 3/4-2" (20-50 mm).
8.THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE
DESIGN ENGINEER.
9.ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE
SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF.
NOTES FOR CONSTRUCTION EQUIPMENT
1.STORMTECH SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION
GUIDE".
2.THE USE OF CONSTRUCTION EQUIPMENT OVER SC-740 CHAMBERS IS LIMITED:
·NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS.
·NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN
ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".
·WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".
3.FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING.
USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND IS NOT AN
ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE
STORMTECH STANDARD WARRANTY.
CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION
EQUIPMENT.
SC-740 STORMTECH CHAMBER SPECIFICATIONS
1.CHAMBERS SHALL BE STORMTECH SC-740.
2.CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENE COPOLYMERS.
3.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED
WALL STORMWATER COLLECTION CHAMBERS".
4.CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD IMPEDE
FLOW OR LIMIT ACCESS FOR INSPECTION.
5.THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT
THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG-DURATION
DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND
MULTIPLE VEHICLE PRESENCES.
6.CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787,
"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD
CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM
PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK.
7.REQUIREMENTS FOR HANDLING AND INSTALLATION:
·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING
STACKING LUGS.
·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2”.
·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION
6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 550 LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION DURING
INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR
YELLOW COLORS.
8.ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER
OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE DELIVERING CHAMBERS
TO THE PROJECT SITE AS FOLLOWS:
·THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER.
·THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD
LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO LRFD BRIDGE
DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE.
·THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT
IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN.
9.CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY.
NOTES
•MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH NOTE #6.32 FOR MANIFOLD SIZING GUIDANCE.
•DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND
COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD
COMPONENTS IN THE FIELD.
•THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER
REQUIREMENTS ARE MET.
•THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE
DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING
THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR
DECREASED ONCE THIS INFORMATION IS
PROVIDED.
•NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME
CAN BE ACHIEVED ON SITE.
47.77'
96
.
5
0
'
37.18'
94
.
5
0
'
'
A
C
ISOLATOR ROW PLUS
(SEE DETAIL/TYP 2 PLACES)
PLACE MINIMUM 12.50' OF ADSPLUS125 WOVEN
GEOTEXTILE OVER BEDDING STONE AND
UNDERNEATH CHAMBER FEET FOR SCOUR
PROTECTION AT ALL CHAMBER INLET ROWS
PERIMETER
DESCRIPTIONITEM ON
LAYOUTPART TYPE
A 12" TOP PREFABRICATED END CAP, PART#: SC740EPE18T / TYP OF ALL 18" TOP CONNECTIONS
B
PREFABRICATED END CAP
12" x 12" TOP MANIFOLD, ADS N-12
C
MANIFOLD
D
30" DIAMETER (24.00" SUMP MIN)
4" SEE DETAIL (TYP 2 PLACES)INSPECTION PORT
CONCRETE MANHOLE
B
A
CONCEPTUAL ELEVATIONS
MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED):11.25
MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC):5.25
MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC):4.75
MINIMUM ALLOWABLE GRADE (TOP OF RIGID CONCRETE PAVEMENT):4.75
MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT):4.75
TOP OF STONE:3.75
TOP OF SC-740 CHAMBER:3.25
18" x 18" TOP MANIFOLD INVERT:1.17
18" x 18" TOP MANIFOLD INVERT:1.17
24" ISOLATOR ROW PLUS INVERT:0.76
24" ISOLATOR ROW PLUS INVERT:0.76
BOTTOM OF SC-740 CHAMBER:0.75
BOTTOM OF STONE:0.00
PROPOSED LAYOUT
100 STORMTECH SC-740 CHAMBERS
40 STORMTECH SC-740 END CAPS
6 STONE ABOVE (in)
9 STONE BELOW (in)
40 STONE VOID
9163
INSTALLED SYSTEM VOLUME (CF)
(PERIMETER STONE INCLUDED)
(COVER STONE INCLUDED)
(BASE STONE INCLUDED)
4271 SYSTEM AREA (SF)
288.6 SYSTEM PERIMETER (ft)
D
B
CD
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJTKP
SH
E
E
T
N
A
M
E
:
PR
O
J
E
C
T
:
LO
C
A
T
I
O
N
:
2020-083
DATE:DATE: April 2, 2021
DA
T
E
RE
V
I
S
I
O
N
S
CL
I
E
N
T
:
Th
e
C
i
v
i
l
C
o
n
n
e
c
t
i
o
n
11
5
0
H
o
l
l
i
p
a
r
k
D
r
.
I
d
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
1
20
8
.
8
8
1
.
0
0
8
8
PRELIMINARY FOR
REVIEW ONLY
13
16
TE
T
O
N
R
I
V
E
R
F
L
A
T
S
ST
O
R
M
T
E
C
H
D
E
T
A
I
L
S
RE
X
B
U
R
G
,
I
D
ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS
PLEASE NOTE:
1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE".
2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.
3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR
COMPACTION REQUIREMENTS.
4.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.
NOTES:
1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
2.SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH
CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.
4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.
5.REQUIREMENTS FOR HANDLING AND INSTALLATION:
·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS.
·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2”.
·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 550
LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW
COLORS.
MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL
CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT
D
FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C'
LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED
GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D'
LAYER.
ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS.
CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/A
PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED
INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND
PREPARATION REQUIREMENTS.
C
INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE
EMBEDMENT STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE TOP OF THE
CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C'
LAYER.
GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR
PROCESSED AGGREGATE.
MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS
LAYER.
AASHTO M145¹
A-1, A-2-4, A-3
OR
AASHTO M43¹
3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10
BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER
THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN
6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR
WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR
PROCESSED AGGREGATE MATERIALS. ROLLER GROSS
VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC
FORCE NOT TO EXCEED 20,000 lbs (89 kN).
B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE
FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE.CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹
3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED.
A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO
THE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹
3, 357, 4, 467, 5, 56, 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3
18"
(450 mm) MIN*
8'
(2.4 m)
MAX
6" (150 mm) MIN
D
C
B
A
12" (300 mm) MIN 12" (300 mm) TYP51" (1295 mm)6"
(150 mm) MIN
30"
(760 mm)
DEPTH OF STONE TO BE DETERMINED
BY SITE DESIGN ENGINEER 6" (150 mm) MIN
*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED
INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,
INCREASE COVER TO 24" (600 mm).
PAVEMENT LAYER (DESIGNED
BY SITE DESIGN ENGINEER)
SC-740
END CAP
EXCAVATION WALL (CAN
BE SLOPED OR VERTICAL)
PERIMETER STONE
(SEE NOTE 5)
SUBGRADE SOILS
(SEE NOTE 4)
ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL
AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS INSPECTION & MAINTENANCE
STEP 1)INSPECT ISOLATOR ROW FOR SEDIMENT
A.INSPECTION PORTS (IF PRESENT)
A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN
A.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED
A.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG
A.4.LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)
A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
B.ALL ISOLATOR ROWS
B.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW
B.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE
i)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY
ii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE
B.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
STEP 2)CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS
A.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED
B.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN
C.VACUUM STRUCTURE SUMP AS REQUIRED
STEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.
STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.
NOTES
1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS
OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.
2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.
CATCH BASIN
OR
MANHOLE
SC-740 ISOLATOR ROW PLUS DETAIL
NTS
STORMTECH HIGHLY RECOMMENDS
FLEXSTORM INSERTS IN ANY UPSTREAM
STRUCTURES WITH OPEN GRATES
COVER ENTIRE ISOLATOR ROW PLUS WITH ADS
GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE
8' (2.4 m) MIN WIDE
SC-740 CHAMBER
OPTIONAL INSPECTION PORT
SC-740 END CAP
24" (600 mm) HDPE ACCESS PIPE REQUIRED
USE FACTORY PRE-FABRICATED END CAP
WITH FLAMP PART #: SC740EPE24BR
ONE LAYER OF ADSPLUS125 WOVEN GEOTEXTILE BETWEEN
FOUNDATION STONE AND CHAMBERS
5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS
SUMP DEPTH TBD BY
SITE DESIGN ENGINEER
(24" [600 mm] MIN RECOMMENDED)
NOTE:
INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION CREST.
STORMTECH CHAMBER
8" NYLOPLAST INSPECTION PORT
BODY (PART# 2708AG4IPKIT) OR
TRAFFIC RATED BOX W/SOLID
LOCKING COVER
CONCRETE COLLAR
PAVEMENT
12" (300 mm) MIN WIDTH
CONCRETE SLAB
6" (150 mm) MIN THICKNESS
4" PVC INSPECTION PORT DETAIL
(SC SERIES CHAMBER)
NTS
CONCRETE COLLAR NOT REQUIRED
FOR UNPAVED APPLICATIONS
4" (100 mm)
SDR 35 PIPE
4" (100 mm) INSERTA TEE
TO BE CENTERED ON
CORRUGATION CREST
NOMINAL CHAMBER SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH)51.0" X 30.0" X 85.4" (1295 mm X 762 mm X 2169 mm)
CHAMBER STORAGE 45.9 CUBIC FEET (1.30 m³)
MINIMUM INSTALLED STORAGE*74.9 CUBIC FEET (2.12 m³)
WEIGHT 75.0 lbs.(33.6 kg)
*ASSUMES 6" (152 mm) STONE ABOVE, BELOW, AND BETWEEN CHAMBERS
SC-740 TECHNICAL SPECIFICATION
NTS
BUILD ROW IN THIS DIRECTION
OVERLAP NEXT CHAMBER HERE
(OVER SMALL CORRUGATION)
START END
90.7" (2304 mm) ACTUAL LENGTH 85.4" (2169 mm) INSTALLED LENGTH
A A
C
B
51.0"
(1295 mm)
30.0"
(762 mm)
45.9" (1166 mm)12.2"
(310 mm)
29.3"
(744 mm)
PART #STUB A B C
SC740EPE06T / SC740EPE06TPC 6" (150 mm)10.9" (277 mm)18.5" (470 mm)---
SC740EPE06B / SC740EPE06BPC ---0.5" (13 mm)
SC740EPE08T /SC740EPE08TPC 8" (200 mm)12.2" (310 mm)16.5" (419 mm)---
SC740EPE08B / SC740EPE08BPC ---0.6" (15 mm)
SC740EPE10T / SC740EPE10TPC 10" (250 mm)13.4" (340 mm)14.5" (368 mm)---
SC740EPE10B / SC740EPE10BPC ---0.7" (18 mm)
SC740EPE12T / SC740EPE12TPC 12" (300 mm)14.7" (373 mm)12.5" (318 mm)---
SC740EPE12B / SC740EPE12BPC ---1.2" (30 mm)
SC740EPE15T / SC740EPE15TPC 15" (375 mm)18.4" (467 mm)9.0" (229 mm)---
SC740EPE15B / SC740EPE15BPC ---1.3" (33 mm)
SC740EPE18T / SC740EPE18TPC 18" (450 mm)19.7" (500 mm)5.0" (127 mm)---
SC740EPE18B / SC740EPE18BPC ---1.6" (41 mm)
SC740EPE24B*24" (600 mm)18.5" (470 mm)---0.1" (3 mm)
SC740EPE24BR*24" (600 mm)18.5" (470 mm)---0.1" (3 mm)
ALL STUBS, EXCEPT FOR THE SC740EPE24B/SC740EPE24BR ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE
DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT
STORMTECH AT 1-888-892-2694.
* FOR THE SC740EPE24B/SC740EPE24BR THE 24" (600 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY
1.75" (44 mm). BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL.
NOTE: ALL DIMENSIONS ARE NOMINAL
PRE-FAB STUB AT BOTTOM OF END CAP WITH FLAMP END WITH "BR"
PRE-FAB STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"
PRE-FAB STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"
PRE-CORED END CAPS END WITH "PC"
SEE DETAILSEE DETAIL
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJTKP
SH
E
E
T
N
A
M
E
:
PR
O
J
E
C
T
:
LO
C
A
T
I
O
N
:
2020-083
DATE:DATE: April 2, 2021
DA
T
E
RE
V
I
S
I
O
N
S
CL
I
E
N
T
:
Th
e
C
i
v
i
l
C
o
n
n
e
c
t
i
o
n
11
5
0
H
o
l
l
i
p
a
r
k
D
r
.
I
d
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
1
20
8
.
8
8
1
.
0
0
8
8
PRELIMINARY FOR
REVIEW ONLY
14
16
TE
T
O
N
R
I
V
E
R
F
L
A
T
S
CI
T
Y
O
F
R
E
X
B
U
R
G
S
T
O
R
M
T
E
C
H
D
E
T
A
I
L
S
RE
X
B
U
R
G
,
I
D
APPROVED BY ________________________DATE:____________
City of REXBURG
CROSS SECTION VIEW DRAIN
NTS
CROSS SECTION INFILTRATOR DRAIN
NTS
GRATE & SECTION
NTS
S89° 31' 34"W
315.15'
N0
°
1
2
'
2
5
"
W
14
0
.
0
0
'
N89° 31' 34"E
645.01'
N0
°
1
1
'
4
3
"
W
19
9
.
7
9
'
S89° 33' 55"W
329.89'
S0
°
1
2
'
2
5
"
E
37
0
.
0
1
'
N89° 31' 34"E
122.43'
S2
°
0
2
'
5
2
"
E
14
0
.
6
0
'
S89° 46' 18"W
126.94'
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJTKP
SH
E
E
T
N
A
M
E
:
PR
O
J
E
C
T
:
LO
C
A
T
I
O
N
:
2020-083
DATE:DATE: April 2, 2021
DA
T
E
RE
V
I
S
I
O
N
S
CL
I
E
N
T
:
Th
e
C
i
v
i
l
C
o
n
n
e
c
t
i
o
n
11
5
0
H
o
l
l
i
p
a
r
k
D
r
.
I
d
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
1
20
8
.
8
8
1
.
0
0
8
8
PRELIMINARY FOR
REVIEW ONLY
15
16
TE
T
O
N
R
I
V
E
R
F
L
A
T
S
BE
S
T
M
A
N
A
G
E
M
E
N
T
P
R
A
C
T
I
C
E
S
RE
X
B
U
R
G
,
I
D
POTENTIAL POLLUTANTS
CHEMICAL MSDS #LOCATION
TO BE FILLED OUT BY CONTRACTOR TO BE FILLED OUT BY CONTRACTOR
OFFSITE OPERATONS
START DATE END DATE
TO BE FILLED OUT BY CONTRACTOR
AREA TO BE DISTURBED
STABILIZE CONSTRUCTION ENTRANCE/EXIT
COMBINATION STAGING AREA & VEHICLE
EQUIPMENT CLEANING, FUELING AND MAIN.
MATERIALS STORAGE AREA &
STOCKPILE MANAGEMENT
SILT FENCE OR EROSION EEL
STORM WATER DRAINAGE
SEQUENCE OF MAJOR ACTIVITIES
ACTIVITY START DATE END DATE
POTENTIAL POLLUTANTS
CHEMICAL MSDS #LOCATION
TO BE FILLED OUT BY CONTRACTOR TO BE FILLED OUT BY CONTRACTOR
OFFSITE OPERATONS
START DATE END DATE
TO BE FILLED OUT BY CONTRACTOR
BEST MANAGEMENT PRACTICES NOTES
1. This plan should be revised and updated to address changes in site conditions,
new or revised government regulations, and additional on-site
storm water pollution. Additional erosion control measures may be required.
2. All revisions to this plan must be documented on the SWPPP Revision
Documentation Form.
3. Current versions of the SWPPP, the NOI, and the NOC will be kept on site for
the duration of the project. These items will be available for the
use of all operators and site personal involved with erosion and sediment
controls, and be available to EPA visiting the site. A notice will be
posted near the construction entrance during construction, containing the
SWPPP, the NOI and the NOC.
4. Fugitive dust blowing from the site shall be controlled by spraying water and
dust control polymers as needed on dry areas of the site.
5. The contractor will be responsible for supervision and inspection of all erosion
and sedimentation controls and for ensuring the SWPPP is
implemented.
6. Prior to beginning earth-moving activities, including clearing and grubbing, all
clearing limits, easements, setbacks, sensitive areas and their buffers
will be clearly marked to prevent environmental damage both on and off the
site.
7. If sediment is accidentally transported on to the street it will be removed from
the street surface on a daily basis.
8. All off-site construction shall be stabilized at the end of the working day.
9. All waste material will be collected and stored in a securely lidded dumpster.
The dumpster will meet all local and state solid water management
regulations.
10. Portable sanitary units will be provided for use by all workers for the entire
project. Sanitary waste will be collected regularly for the portable units
by an approved sanitary waste management contractor.
11. All exposed soils will be stabilized with vegetation or covered no more than 14
days after the construction activity in that portion of the site has
temporarily or permanently ceased.
12. Existing and new vegetation will be maintained to the maximum extent
practicable to prevent the contamination of storm water with sediment.
13. The contractor shall be responsible for adjusting the erosion control measure;
due to grade changes during the development of the project.
14. Maintain on the site or have readily available sufficient oil and grease absorbing
materials to contain and clean up fuel or chemical spills and leaks.
15. Adequate energy dissipation, erosion control, and soil stabilization measures
will be provided for all point source discharges of storm water,
including run-on discharges and outlets for onsite discharges.
16. Temporary and permanent swells and small detention ponds will be used as
necessary to reduce the velocity of runoff and enhance particle settling.
17. Consistent with the general permit requirements, all potential pollutants other
than sediment will be handled and disposed of in a manner that does
not affect contamination of stormwater.
18. Materials used during construction with the potential to impact storm water, will
be stored, managed, used, and disposed of in a manner that
minimizes the potential for releases to the environment and especially in the
storm water.
19. If a spill of pollutants threatens storm water at the site, the spill response
procedures must be implemented in a timley manner to prevent the
release of pollutants.
20. All temporary and permanent erosion and sediment control BMPs will be
maintained and repaired as needed to assure continued performance
of their intended use.
21. All temporary erosion control and sediment control BMPs will be removed
within 30 days after final site stabilization is achieved or after the
temporary BMPs are no longer needed.
22. Regardless of recommended maintenance schedule, all control measures and
inspections shall be performed within 24 hours following any
storm of 0.5 inches or greater. An inspection report shall be kept at all times
and should be retained for at least three (3) years from the date
the site is stabilized.
23. All contractors providing services on the project which may cause storm water
pollution will be given a copy of the SWPPP and appropriate
training regarding stormwater pollution prevention.
NOTE:
1.AFTER ASPHALT PAVING HAS TAKEN PLACE STORM WATER DEVELOPED WILL BE
DIRECTED TO RETENTION BASINS AND PIPING PER THE APPROVED SITE PLAN
AND PERCOLATE IN DESIGNATED AREAS
2.SILT CATCH BASIN PROTECTION TO BE PLACED ON THE NEAREST EXISTING
INLET BOXES THAT COULD SEE SEDIMENT AND ALL NEW INLET BOXES. THEY
MUST BE MAINTAINED AND PROTECTED THROUGH THE DURATION OF THE
PROJECT.
LEGEND
Concrete Washout
SEDIMENTATION AREA
CONCRETE WASHOUT
CATCH BASIN PROTECTION
APPROVED BY ________________________DATE:____________
City of REXBURG
STAGING AREA MATERIAL STOCKPILE
SEDIMENTATION AREA
CONCRETE WASHOUT
CONSTRUCTION
ENTRANCE
CONSTRUCTION
ENTRANCE
EROSION EEL
***THIS IS NOT A FULL
SWPPP. A FULL SWPPP
MUST BE SUBMITTED BY
THE CONTRACTOR PRIOR
TO CONSTRUCTION
***THIS IS NOT A FULL
SWPPP. A FULL SWPPP
MUST BE SUBMITTED BY
THE CONTRACTOR PRIOR
TO CONSTRUCTION
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJTKP
SH
E
E
T
N
A
M
E
:
PR
O
J
E
C
T
:
LO
C
A
T
I
O
N
:
2020-083
DATE:DATE: April 2, 2021
DA
T
E
RE
V
I
S
I
O
N
S
CL
I
E
N
T
:
Th
e
C
i
v
i
l
C
o
n
n
e
c
t
i
o
n
11
5
0
H
o
l
l
i
p
a
r
k
D
r
.
I
d
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
1
20
8
.
8
8
1
.
0
0
8
8
PRELIMINARY FOR
REVIEW ONLY
16
16
TE
T
O
N
R
I
V
E
R
F
L
A
T
S
BE
S
T
M
A
N
A
G
E
M
E
N
T
P
R
A
C
T
I
C
E
S
DE
T
A
I
L
S
RE
X
B
U
R
G
,
I
D
NOTES:
TRENCH SHALL BE A MINIMUM OF 4" WIDE AND 6" DEEP TO BURY
AND ANCHOR THE GEOTEXTILE FABRIC. FOLD MATERIAL TO FIT
TRENCH & BACKFILL & COMPACT TRENCH WITH EXCAVATED SOIL.
WOOD POSTS SHALL BE A MINIMUM SIZE OF 1 1/8" X 1 1/8" OAK OR
HICKORY.
100' M
I
N
I
M
U
M
E
X
C
E
P
T
5
0
'
M
I
N
I
M
U
M
F
O
R
PROJ
E
C
T
S
I
T
E
S
O
F
L
E
S
S
T
H
A
N
1
A
C
R
E
PROPOSED
SIDEWALK
3"-4" TOP DRESSING OF 2" STONE
6"-8" COMPACTED.
FRACTURED STONE.
3' MAX.
2-3 4"
BOLTS
COMPACTED BACK
FILL AROUND POST
NOTES:
1. MAILBOX SHALL CONTAIN AT ALL TIMES:
A) CITY APPROVED CONSTRUCTION PLANS
B) DEQ APPROVED CONSTRUCTION PLANS
C) ANY SITE INSPECTON FORMS
2. MAILBOX SHALL BE LOCKED AT ALL TIMES
PRESSURE
TREATED 2 x 6
4 x 4
POST
4 x 4
POST
POST "NPDES" PERMIT
1112"
1312"
2312"
4'
24" MIN.
4'
24" MIN.
12" MIN.
12"
6"
EROSION EEL
EROSION EEL
EROSION EEL
SILT FENCE
TRUCK WASHOUT
MAIL BOX
STABILIZED CONSTRUCTION ENTRANCE
CURB CUT TO BE INSTALLED
FOR NEW SITE ENTRANCE
CURB CUT TO BE INSTALLED
FOR NEW SITE ENTRANCE
TOTAL 9"-12" OF
COMPACTED STONE
SANDBAG SHALL BE INSTALLED
IN FLOW LINE DOWNSTREAM OF
CONSTRUCTION ENTRANCE
WOOD POSTS 4'-0" MIN.
LENGTH 2'-0" MIN.
DEPTH IN GROUND
GEOTEXTILE FABRIC
ONLY
BACKFILL AND
COMPACT TRENCH
WITH EXCAVATED SOIL.
ATTACH THE FABRIC TO THE
POSTS WITH WIRE STAPLES
OR WOODEN LATH AND NAILS.
NOT TO SCALE
FLO
W
DIRE
C
T
I
O
N
SEE BALLAST DETAIL
NOT TO SCALE
BALLAST DETAIL
NOT TO SCALE
SLOPE ENTRANCE TO WASHOUT AREA FOR
CONTAINMENT PURPOSES
WASHOUT AREA MUST BE
ENCLOSED W/ SILT FENCE
PROVIDE BERM AROUND
WASHOUT AREA
EXCAVATE BOTTOM 1' TO PROVIDE
LOWERED BOWL-LIKE AREA
WASHOUT TO BE LINED WITH CLEAN
ROCK OR RIP-RAP TO ACT AS FILTER
AND EROSION CONTROL
NOT TO SCALE
APPROVED BY ________________________DATE:____________
City of REXBURG
***THIS IS NOT A FULL
SWPPP. A FULL SWPPP
MUST BE SUBMITTED BY
THE CONTRACTOR PRIOR
TO CONSTRUCTION