HomeMy WebLinkAboutSITE PLAN DRAWING RESUBMITTAL - 19-00630 - 1130 & 1134 University Blvd - Sterling Medical Building - New CommercialSITE MAP
VICINITY MAP
Date:
Connect Engineering
APPROVAL SIGNATURES:
of
DEVELOPMENT DRAWINGS FOR:
STATE MAP
SHEET NO.
PLOT DATE: 1/23/2020 11:53
AM
Date:
The Civil Connection
1150 Hollipark Dr. Idaho Falls, ID 83401
208.681.8590 Date:Department of Environmental Quality
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HUCK'S AND STERLING MEDICAL
REXBURG, IDAHO
REXBURG, IDAHO
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19-086
DATE:DATE: January 7, 2020
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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.
27. All Construction Staking shall be provided by the owner one time, but if restaking is required this shall be
provided at the Contractors expense.
28. It is the contractors reasonability to know which permits are needed and obtain all construction permits including
ROW for bore.
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 per City of REXBURG Std.
Dwgs #600-1 and / or 600-3. Cap lines 15' inside property lines after installation of the water mains. 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 as shown on CITY OF REXBURG std. dwgs.
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 1%.
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.
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GENERAL DEMO. NOTES
NOTES
1 REMOVE EXISTING ASPHALT PAVING - AREA SHOWN SHADED.
2 REMOVE EXISTING CONCRETE SLAB
3 REMOVE EXISTING CONCRETE SLAB OVER EXISTING FUEL
TANKS TO REMAIN, PROTECT FROM DAMAGE
4 REMOVE EXISTING FUEL PUMPS AND PIPING AND BOLLARDS
5 REMOVE EXISTING FUEL PUMPING STATION STRUCTURE AND
ALL ASSOCIATED PIPING, WIRING AND PUMPS
6 REMOVE EXISTING DRYWELL - FILL WITH COMPACTED
ENGINEERED FILL TO MEET NEW GRADING
2. ALL UTILITY SERVICES TO BE TERMINATED
AS PER CITY OF REXBURG REQUIREMENTS
1. ALL FOUNDATION EXCAVATION
TO BE BROUGHT UP TO EXISTING GRADE
WITH STRUCTURAL FILL AND COMPACTED TO
99 PERCENT OF THE MAXIMUM DRY DENSITY
AS PER ASTM D698
7 REMOVE EXISTING OVERHEAD CANOPY, STRUCTURE AND
CONCRETE FOUNDATION
8 REMOVE EXISTING FENCING
9 REMOVE EXISTING CMU BUILDING/FOUNDATION ENTIRELY
10 ABANDON EXISTING WELL
11 ABANDON EXISTING GAS METER (REMOVE UTILITY AS
REQUIRED BY GAS COMPANY)
12 REMOVE EXISTING SIGN POLE AND FOUNDATION
13 EXISTING DITCH TO BE FILLED WITH COMPACTED ENGINEERED
FILL TO MEET NEW GRADING
14 EXISTING CONCRETE SIDEWALK TO REMAIN - PROTECT FROM
DAMAGE
15 EXISTING CONCRETE DRIVE APRON AND SIDEWALK TO REMAIN
FOR THE DURATION OF THE MEDICAL CENTER PHASE,
REMOVE AND REINSTALL AFTER COMPLETION OF THE
CONVENIENCE STORE PHASE, SEE SITE PLAN
16 EXISTING CURB AND GUTTER TO REMAIN - PROTECT FROM
DAMAGE
GENERAL DEMO. NOTES
3. CONTRACTOR IS RESPONSIBLE FOR
PROTECTING ALL SITE ELEMENTS TO REMAIN AND
EQUIPMENT WITHIN THE WORK AREA.
4. CONTRACTOR SHALL PROVIDE BARRIERS, FLAG
PERSONNEL, PROTECTED WALKWAYS, FENCING,
ETC. AS REQUIRED FOR PROTECTION OF THE
PUBLIC AT ALL TIMES DURING CONSTRUCTION
(DURING & AFTER HOURS).
5. CALL LOCATE COMPANY FOR FIELD
VERIFICATION OF EXISTING UTILITIES PRIOR TO
START OF DEMOLITION WORK. EXCAVATE WITH
CARE, THERE MAY BE UTILITIES NOT INDICATED
ON THE DRAWINGS OR WHICH MAY BE IN
DIFFERENT LOCATIONS & SIZES THAN INDICATED.
6. OWNER RESERVES THE RIGHT TO SALVAGE OR
REJECT ALL DEMOLITION ITEMS.
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APPROVED BY ________________________DATE:____________
City of REXBURG
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N89° 35' 44"E
508.34'
S1
9
°
3
6
'
4
6
"
W
20
1
.
6
7
'
1+
0
0
2+
0
0
2+
6
3
L1
L2
L3
L4
N-S ON SEWER
Number
L1
Begin Station
1+00.00
End Station
5+10.25
Radius Length
410.25
Line/Chord Direction
N11° 39' 48.32"E
Begin Point
N: 779257.92, E: 748768.24
End Point
N: 779659.70, E: 748851.18
E-W ON WATER LINE
Number
L2
Begin Station
1+00.00
End Station
5+70.47
Radius Length
470.47
Line/Chord Direction
N89° 57' 08.66"E
Begin Point
N: 779383.88, E: 748681.76
End Point
N: 779384.27, E: 749152.23
N-S IN TRUCK PARKING
Number
L3
Begin Station
1+00.00
End Station
3+59.53
Radius Length
259.53
Line/Chord Direction
N0° 04' 11.74"W
Begin Point
N: 779575.52, E: 748997.92
End Point
N: 779835.04, E: 748997.61
STORM WATER RETENTION
Number
L4
Begin Station
1+00.00
End Station
2+62.77
Radius Length
162.77
Line/Chord Direction
S0° 00' 00.00"E
Begin Point
N: 779608.25, E: 748903.40
End Point
N: 779445.48, E: 748903.40
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJPDH
SH
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A
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:
PR
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:
19-086
DATE:DATE: January 7, 2020
DA
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Th
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11
5
0
H
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l
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D
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.
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a
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F
a
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s
,
I
D
8
3
4
0
1
20
8
.
6
8
1
.
8
5
9
0
PRELIMINARY FOR
REVIEW ONLY
4
11
HU
C
K
'
S
A
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ID
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,
I
D
APPROVED BY ________________________DATE:____________
City of REXBURG
HOT TAP EXIST. 16" LINE
SEMI PARKING
DUMPSTERS
FIRE CODE NOTE:
D103.6.1 ROADS 20 TO 26 FEET IN WIDTH.
FIRE LANE SIGNS AS SPECIFIED IN SECTION D103.6 SHALL
BE POSTED ON BOTH SIDES OF THE FIRE APPARATUS ACCESS
ROADS THAT ARE 20 26 FEET WIDE (6096 TO 7925 MM)
SEE PAGE 8, "UNDERGROUND STORM WATER RETENTION"
STORM WATER REQUIREMENTS
GENERAL NOTE:
ALL PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED
IN ACCORDANCE WITH THE CURRENT CITY OF REXBURG
ENGINEERING STANDARD SPECIFICATIONS AND
STANDARD DRAWINGS.
4" DEPTH CRUSHED 34" MINUS
AGGREGATE LEVELING COURSE
COMPACTED TO 95% ASTM D698
10" DEPTH UNCRUSHED
AGGREGATE SUBBASE COURSE
COMPACTED TO 95% ASTM D698
SUBGRADE EARTH COMPACTED
TO 95% ASTM D698
2.5" DEPTH ASPHALT PLANT MIX
(WHERE SHOWN)
PARKING LOT CROSS SECTION
6" DEPTH CRUSHED 34" 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
8" PORTLAND MIX CONCRETE WITH #4
REBAR 24" ON CENTER
CONCRETE PARKING LOT CROSS SECTION
0706.4.1.A.5-01 INSTALL 6"
VERTICAL CURB
AND GUTTER PER
ISPWC SD - 701
HUCK'S
STERLING MEDICAL
0706.4.1.A.3-06 INSTALL 6"
VERTICAL CURB
(NO GUTTER) PER
ISPWC SD - 701A
0706.4.1.B.1-01 INSTALL
CONCRETE VALLEY
GUTTER PER
ISPWC SD - 708
0706.4.1.E.1-04 INSTALL 4"
CONCRETE
SIDEWALK PER
ISPWC SD - 709
0706.4.1.A.3-06
0706.4.1.A.3-06
0706.4.1.A.5-01
0706.4.1.A.5-01
0706.4.1.A.5-01
0706.4.1.A.5-01
0706.4.1.A.5-01
0706.4.1.A.5-01
0706.4.1.A.5-01
0706.4.1.B.1-01
0706.4.1.B.1-01
0706.4.1.B.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
0707.4.1.A.1-01
0707.4.1.A.1-01
RETAIN AND PROTECT
EXISTING TANK LIDS
0707.4.1.A.1-01 INSTALL CURB
TERMINUS PER
ISPWC SD-707
0706.4.1.A.5-01
20.60'
34.17'
30.14'
21.79'
68.28'
43.42'
73.26'
LEGEND
EXIST. CATCH BASIN
PROPOSED CATCH BASIN
EXIST. FIRE HYDRANT
PROPOSED FIRE HYDRANT
EXIST. LIGHT POLE
PROPOSED STREET LIGHT
EXISTING 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
PROPOSED WATER SERVICE
EXISTING OVERHEAD POWER
EXISTING OVERHEAD TELEPHONE
EXISTING GAS SERVICE
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED CONCRETE SIDEWALK
PROPOSED ASPHALT
PROPOSED STORM DRAIN FIELD
PROPOSED BUILDINGS
EXISTING ASPHALT
PROPOSED CONCRETE PAVEMENT
PROPOSED STORM DRAIN MANHOLE
PROPOSED CURB & GUTTER
EXIST. STORM DRAINLINE
PROPOSED STORM DRAINLINE
EXIST. POWER POLE
PROPOSED FENCE LINE
DATUM ELEV
4839.00
4840
4844
4848
4852
0+981+00 2+00
48
5
0
.
4
48
5
0
.
4
5
3+00
48
5
0
.
2
48
5
0
.
1
6
48
5
0
.
6
48
5
0
.
5
8
4+00
48
5
1
.
1
48
5
1
.
0
5
48
5
1
.
1
48
5
1
.
0
8
5+00
48
5
0
.
7
48
5
0
.
6
9
5+15
Install 11' of 8" C50 DI Pipe @ 6' Min Cover
Install 112' of 8" C50 DI Pipe @ 6' Min Cover
SD CB 8
GRATE:4851.06
INV OUT:4848.06
Install 2' of 8" C50 DI Pipe @ 6' Min Cover
Install 9' of 8" C50 DI Pipe @ 6' Min Cover
Install 48' of 12" ADS N 12 Storm Pipe @ 3.20%
Install 106' of 8" C50 DI Pipe @ 6' Min Cover
Install 5' of 8" C50 DI Pipe @ 6' Min Cover
SSMH EXIST
Sta.:1+96.28 OFF:2.15R
Rim:4851.30
INV IN:4843.40 SSMH 1
Rim:4850.56
INV OUT:4844.64
Install 311' of 8" PVC SDR 35 San. Pipe @ 0.40%
Install Hydrant
Flange: 4851.67 '
Install Hydrant
Flange: 4851.86 '
SD CB 9
GRATE:4848.64
INV IN:4846.51
INV IN:4846.51
INV OUT:4846.18
Install 77' of 12" ADS N 12 Storm Pipe @ 2.18%
SD MH 2
GRATE:4851.18
INV IN:4844.51
INV IN:4844.51
INV OUT:4843.01
Install 62' of 12" ADS N 12 Storm Pipe @ 0.50%
SD CB 14
GRATE:4849.66
INV IN:4845.18
INV OUT:4844.82
Install 100' of 12" ADS N
1
2
S
t
o
r
m
P
i
p
e
@
0
.
4
7
%
SD CB 13
GRATE:4850.01
INV IN:4845.75
INV OUT:4845.65
1+00 2+00 3+00 4+00 5+00 5+10
2
+
0
0
3+
0
0
1+00
SD CB 3
0602.4.1.A.1-01
SD MH 1
0602.4.1.F.1-I
SD CB 13
0602.4.1.F.1-I
SD CB 14
0602.4.1.A.1-01
SD MH 2
0602.4.1.F.1-I
SD CB 9
0602.4.1.F.1-I
SD CB 8
SSMH EXIST
0401.4.1.B.1-888
2+26.24
-21.983 L
0401.4.1.A.1-08
0502.4.1.A.1-01
SSMH 1
0401.4.1.A.1-08
0501.4.1.B.1-08
0401.4.1.B.1-886
2+14.13
-19.48 L
0601.4.1.A.17-12
0601.4.1.A.17-12
0601.4.1.A.17-12
48
5
1
4851
48
5
1
4
8
5
1
4
8
5
1
4
8
5
0
4
8
5
0
4851
4851
N8
9
°
5
3
'
3
7
"
W
46
2
.
5
8
'
-1
.
9
5
%
-1
.
9
7
%
-1.92%
-2
.
4
1
%
-2
.
5
2
%
-1.49%
-0.90%
-1
.
6
7
%
-1
.
6
7
%
0401.4.1.B.1-8-6
3+38.41
-39.44 L
4851.19
TBC-PI
4852.42
TBC-PI 4852.42
TBC-PI
4851.57
TBC-PC
4851.70
TBC-PC
4851.41
TBC-PC 4851.52
TBC-PC
4851.92
TBC-PC
4851.88
TBC-PC
4851.85
TBC-PC
4851.77
TBC-PC
4851.92
TBC-PC
4851.94
TBC-PC
4851.31
TBC-PC
4851.52
TBC-PC
4852.35
TSW
4852.30
TSW
4852.12
TSW
4852.50
TSW
4852.15
TSW
4851.42
EOC-PI
4851.42
EOC-PI
4851.67
EOC-PI
4851.67
EOC-PI
4851.67
EOC-PI
4851.67
EOC-PI
4851.80
TOC
4851.94
TOC
4851.80
TOC
4851.06
TOC-LP
4851.06
TOC-LP
4851.23
TBC-MATCH
0601.4.1.A.17-08
0601.4.1.A.17-12
0901.4.1.A.1-08
0601.4.1.A.17-12
0501.4.1.B.1-06
-2.48%
-
0
.
3
7
%
0403.4.1.A.1-01
STA:3+50.72
OFF: -41.48L
L1
L
2
0403.4.1.A.1-01
STA:2+15.11
OFF: -14.95L
0402.4.1.A.1-06
3+41.45
-39.99 L
0402.4.1.A.1-08
1+09.29
2.15 R
0402.4.1.A.1-06
2+14.74
-16.64 L
0601.4.1.A.17-12
0601.4.1.A.17-12
1.00'1'-6" DIA
3.00'
6" DIA STD. GALV.
STEEL PIPE FILLED W/
CONCRETE (APPLY TWO
COATS RED PAINT EXACT
SHADE TO BE DETERMINED
BY OWNER)
MIN 0.188" WALL
THICKNESS
ASPHALT
ASPHALT
2.00'
18" DIA SONO TUBE
CONCRETE FOOTING
PIPE BOLLARD
NTS CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJPDH
SH
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T
N
A
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:
PR
O
J
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LO
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I
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:
19-086
DATE:DATE: January 7, 2020
DA
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CL
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Th
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11
5
0
H
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F
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I
D
8
3
4
0
1
20
8
.
6
8
1
.
8
5
9
0
PRELIMINARY FOR
REVIEW ONLY
5
11
HU
C
K
'
S
A
N
D
S
T
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L
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B
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,
I
D
A
H
O
APPROVED BY ________________________DATE:____________
City of REXBURGN-S SEWER PROFILE VIEW
N-S SEWER PLAN VIEW
0401.4.1.A.1-08 INSTALL 8" PIPE
C50-DI @ 6' MIN
COVER
0501.4.1.B.1-08 INSTALL 8" SDR 35
SANITARY SEWER
PIPE @ 0.4%
0502.4.1.A.1-01 INSTALL 4' SS MH
PER ISPWC SD-501
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 TYPE A
PER ISPWC
SD-612
0602.4.1.F.1-I INSTALL CATCH
BASIN TYPE I PER
ISPWC SD-606
DESIGN SURFACE
EXISTING SURFACE
0101-01
0101-01 RETAIN AND
PROTECT
EXISTING UTILITY
0401.4.1.B.1-886 INSTALL 8"x8"x6"
TEE C50-DI
0402.4.1.A.1-06 INSTALL 6"
WATER VALVE
C50-DI
0403.4.1.A.1-01 INSTALL FH
ASSEMBLY
0706.4.1.I.1-01 INSTALL BOLLARD
PER DETAIL THIS
SHEET.
0706.4.1.I.1-01
0706.4.1.I.1-01
0706.4.1.I.1-01
0706.4.1.I.1-01
0706.4.1.I.1-01
0706.4.1.I.1-01
0706.4.1.I.1-01
0706.4.1.I.1-01
0706.4.1.I.1-01
0706.4.1.I.1-01
0706.4.1.I.1-01
0706.4.1.I.1-01
0706.4.1.A.5-01 INSTALL 6"
VERTICAL CURB
AND GUTTER PER
ISPWC SD - 701
0706.4.1.5.1-01
0401.4.1.B.1-888 INSTALL 8"x8"x8"
TEE C50-DI
0401.4.1.B.1-8-6 INSTALL 8" TO 6"
WATERLINE
REDUCER
0601.4.1.A.17-08 INSTALL 8" ADS
N12 STORM PIPE
@ .4% MIN.
0501.4.1.B.1-06 INSTALL 6" SDR 35
SANITARY SEWER
PIPE
0504.4.1.B.1-04 INSTALL 4" SDR 35
SANITARY SEWER
SERVICE @ 2%
MIN
0504.4.1.B.1-04
INSTALL SLEEVE 10' BOTH
SIDES OF CROSSING. SEE
WATER NOTE 4 ON SHEET 2.
NOTE:
1.CONTRACTOR TO FIELD VERIFY EXISTING
UTILITY LOCATIONS PRIOR TO
CONNECTIBG AND COORDINATE WITH
EACH UTILITY COMPANY.
2.ENSURE 10' MINIMUM CLEARANCE
BETWEEN ALL POTABLE AND
NON-POTABLE LINES ARE MET PER IDEQ
STANDARDS.
3.ENSURE 18' MINIMUM VERTICAL
CLEARANCE BETWEEN ALL POTABLE AND
NON-POTABLE LINES ARE MET OR
SLEEVED PER IDEQ
4.CONTRACTOR TO INSTALL PIPE PER
MANUFACTURING RECOMMENDATIONS.
INSTALL SLEEVE 10' BOTH SIDES OF CROSSING. SEE WATER NOTE 4 ON SHEET 2.
DATUM ELEV
4838.00
4840
4844
4848
4852
1+00
48
5
0
.
7
48
5
0
.
7
0
2+00
48
5
0
.
9
48
5
0
.
8
6
48
5
1
.
2
48
5
1
.
1
8
3+00
48
5
1
.
3
48
5
1
.
3
0
3+50
48
5
1
.
1
48
5
1
.
1
4
SD CB 14
GRATE:4849.66
INV IN:4845.18
INV OUT:4844.82
SD CB 13
GRATE:4850.01
INV IN:4845.75
INV OUT:4845.65
Install 320' of 8" C50 DI Pip
e
@
6
'
M
i
n
C
o
v
e
r
SD MH 2
Sta:3+16.05 OFF:-62.79L
Rim:4851.18
INV IN:4844.51
INV IN:4844.51
INV OUT:4843.01
Install 62' of 12" ADS N 12 Storm Pipe @ 0.50%
Install 100' of 12" ADS N 12 Storm Pi
p
e
@
0
.
4
7
%
Install 274' of 6" PVC SDR 35 San. Pipe @ 0.75%
Install Hydrant
Flange: 4851.67 '
Install 112' of 12" A
D
S
N
1
2
S
t
o
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m
P
i
p
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@
0
.
5
0
%
SD CB 12
GRATE:4849.31
INV OUT:4846.31
3+
0
0
4+
0
0
1+00 2+00 3+00
0602.4.1.F.1-I
SD CB 12
0602.4.1.F.1-I
SD CB 13
0602.4.1.F.1-I
SD CB 14
0602.4.1.A.1-01
SD MH 2
0401.4.1.B.1-888
2+26.24
-21.983 L
0401.4.1.A.1-08
0501.4.1.B.1-08
0601.4.1.A.17-12
4851
4
8
5
1
48
5
0
4851
4850 4850
48
5
1
48
5
1
N0
°
0
2
'
4
0
"
W
27
6
.
6
7
'
-2.41%
-1
.
9
4
%
-2.52%
-1.67%
-1.67%
0401.4.1.B.1-8-6
3+38.41
-39.44 L
4849.86
TBC-PI
4851.19
TBC-PI
4852.42
TBC-PI
4851.27
TBC-PI
4852.42
TBC-PI
4851.33
TBC-PC
4851.25
TBC-PC
4851.57
TBC-PC
4851.70
TBC-PC
4851.41
TBC-PC
4851.52
TBC-PC
4851.92
TBC-PC
4851.88
TBC-PC
4851.85
TBC-PC
4851.77
TBC-PC
4851.92
TBC-PC
4851.94
TBC-PC
4851.31
TBC-PC
4851.49
TSW
4852.50
TSW
4852.15
TSW
4851.67
EOC-PI
4851.94
TOC
4851.80
TOC
0601.4.1.A.17-12
0901.4.1.A.1-08
0601.4.1.A.17-12
0501.4.1.B.1-06-2
.
4
8
%
-0.37%
0403.4.1.A.1-01
STA:3+50.72
OFF: -41.48L
L1
L2
0403.4.1.A.1-01
STA:2+15.11
OFF: -14.95L
0402.4.1.A.1-06
3+41.45
-39.99 L
0601.4.1.A.17-12
1.00'1'-6" DIA
3.00'
6" DIA STD. GALV.
STEEL PIPE FILLED W/
CONCRETE (APPLY TWO
COATS RED PAINT EXACT
SHADE TO BE DETERMINED
BY OWNER)
MIN 0.188" WALL
THICKNESS
ASPHALT
ASPHALT
2.00'
18" DIA SONO TUBE
CONCRETE FOOTING
PIPE BOLLARD
NTS
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJPDH
SH
E
E
T
N
A
M
E
:
PR
O
J
E
C
T
:
LO
C
A
T
I
O
N
:
19-086
DATE:DATE: January 7, 2020
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
.
6
8
1
.
8
5
9
0
PRELIMINARY FOR
REVIEW ONLY
6
11
HU
C
K
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A
N
D
S
T
E
R
L
I
N
G
M
E
D
I
C
A
L
E-
W
O
N
W
A
T
E
R
S
T
A
1
+
0
0
T
O
3
+
5
0
RE
X
B
U
R
G
,
I
D
A
H
O
APPROVED BY ________________________DATE:____________
City of REXBURG
E-W ON WATER PROFILE VIEW
E-W ON WATER PLAN VIEW
0401.4.1.A.1-06 INSTALL 6" WATER
PIPE C50-DI @ 6'
MINIMUM COVER
0401.4.1.A.1-08 INSTALL 8" PIPE
C50-DI @ 6' MIN
COVER
0501.4.1.B.1-08 INSTALL 8" SDR 35
SANITARY SEWER
PIPE @ 0.4%
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 TYPE A
PER ISPWC
SD-6120602.4.1.F.1-I INSTALL CATCH
BASIN TYPE I PER
ISPWC SD-606
0401.4.1.B.1-886 INSTALL 8"x8"x6"
TEE C50-DI
0402.4.1.A.1-06 INSTALL 6"
WATER VALVE
C50-DI
0403.4.1.A.1-01 INSTALL FH
ASSEMBLY
0706.4.1.I.1-01 INSTALL BOLLARD
PER DETAIL THIS
SHEET.
0706.4.1.I.1-01
0706.4.1.I.1-01
0706.4.1.I.1-01
DESIGN SURFACE
EXISTING SURFACE
0706.4.1.5.1-01
0706.4.1.A.5-01 INSTALL 6"
VERTICAL CURB
AND GUTTER PER
ISPWC SD - 701
0706.4.1.I.1-01
0401.4.1.B.1-888 INSTALL 8"x8"x8"
TEE C50-DI
0501.4.1.B.1-08 INSTALL 8" SDR 35
SANITARY SEWER
PIPE @ 0.4%
0401.4.1.B.1-8-6 INSTALL 8" TO 6"
WATERLINE
REDUCER
0601.4.1.A.17-08 INSTALL 8" ADS
N12 STORM PIPE
@ .4% MIN.
0501.4.1.B.1-06 INSTALL 6" SDR 35
SANITARY SEWER
PIPE
NOTE:
1.CONTRACTOR TO FIELD VERIFY EXISTING
UTILITY LOCATIONS PRIOR TO
CONNECTIBG AND COORDINATE WITH
EACH UTILITY COMPANY.
2.ENSURE 10' MINIMUM CLEARANCE
BETWEEN ALL POTABLE AND
NON-POTABLE LINES ARE MET PER IDEQ
STANDARDS.
3.ENSURE 18' MINIMUM VERTICAL
CLEARANCE BETWEEN ALL POTABLE AND
NON-POTABLE LINES ARE MET OR
SLEEVED PER IDEQ
4.CONTRACTOR TO INSTALL PIPE PER
MANUFACTURING RECOMMENDATIONS.
INSTALL SLEEVE 10' BOTH SIDES OF CROSSING. SEE WATER NOTE 4 ON SHEET 2.
INSTALL SLEEVE 10' BOTH
SIDES OF CROSSING. SEE
WATER NOTE 4 ON SHEET 2.
DATUM ELEV
4838.00
4840
4844
4848
4852
3+50
48
5
1
.
1
48
5
1
.
1
4
4+00
48
5
1
.
0
48
5
0
.
9
6
48
5
0
.
8
48
5
0
.
8
5
5+00
48
5
0
.
7
48
5
0
.
6
5
5+75
SD CB 11
GRATE:4850.58
INV OUT:4847.58
SD CB 10
GRATE:4850.23
INV IN:4847.23
INV OUT:4847.13SD CB 9
GRATE:4848.64
INV IN:4846.51
INV IN:4846.51
INV OUT:4846.18
Install 320' of 8" C50 DI Pip
e
@
6
'
M
i
n
C
o
v
e
r
Install 49' of 8" ADS N 12 Storm Pipe @ 0.72%
Install 154' of 12" ADS N 12 Storm Pipe @ 0.4
0
%
Install 274' of 6" PVC SDR 35
S
a
n
.
P
i
p
e
@
0
.
7
5
%
4+00 5+00 5+70
0602.4.1.F.1-I
SD CB 9
0602.4.1.F.1-I
SD CB 8
0602.4.1.F.1-I
SD CB 10
0602.4.1.F.1-I
SD CB 11
0401.4.1.B.1-08
0401.4.1.A.1-08
0401.4.1.A.1-08
0601.4.1.A.17-12
S1
9
°
2
2
'
5
5
"
W
29
4
.
7
4
'
0401.4.1.B.1-8-6
5+11.97
-45.64 L
0401.4.1.A.1-06
0601.4.1.A.17-12
0601.4.1.A.17-12
0601.4.1.A.17-08
0501.4.1.B.1-06
1.00'1'-6" DIA
3.00'
6" DIA STD. GALV.
STEEL PIPE FILLED W/
CONCRETE (APPLY TWO
COATS RED PAINT EXACT
SHADE TO BE DETERMINED
BY OWNER)
MIN 0.188" WALL
THICKNESS
ASPHALT
ASPHALT
2.00'
18" DIA SONO TUBE
CONCRETE FOOTING
PIPE BOLLARD
NTS
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJPDH
SH
E
E
T
N
A
M
E
:
PR
O
J
E
C
T
:
LO
C
A
T
I
O
N
:
19-086
DATE:DATE: January 7, 2020
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
.
6
8
1
.
8
5
9
0
PRELIMINARY FOR
REVIEW ONLY
7
11
HU
C
K
'
S
A
N
D
S
T
E
R
L
I
N
G
M
E
D
I
C
A
L
E-
W
O
N
W
A
T
E
R
S
T
A
3
+
5
0
T
O
6
+
7
0
RE
X
B
U
R
G
,
I
D
A
H
O
APPROVED BY ________________________DATE:____________
City of REXBURG
E-W ON WATER PROFILE VIEW
E-W ON WATER PLAN VIEW
0401.4.1.A.1-06 INSTALL 6" WATER
PIPE C50-DI @ 6'
MINIMUM COVER
0401.4.1.A.1-08 INSTALL 8" PIPE
C50-DI @ 6' MIN
COVER
0501.4.1.B.1-08 INSTALL 8" SDR 35
SANITARY SEWER
PIPE @ 0.4%
0601.4.1.A.17-12 INSTALL 12" ADS N
12 STORM PIPE @
0.22% MIN. SLOPE
0602.4.1.F.1-I INSTALL CATCH
BASIN TYPE I PER
ISPWC SD-606
0706.4.1.I.1-01 INSTALL BOLLARD
PER DETAIL THIS
SHEET.
0706.4.1.I.1-01
0706.4.1.I.1-01
0706.4.1.I.1-01
DESIGN SURFACE
EXISTING SURFACE
0706.4.1.5.1-01
0706.4.1.A.5-01 INSTALL 6"
VERTICAL CURB
AND GUTTER PER
ISPWC SD - 701
0706.4.1.5.1-01
0404.4.1.A.1-02
0504.4.1.A.1-04-GI INSTALL GREASE
INTERCEPTOR
WITH TRAFFIC
RATED LID
0504.4.1.A.1-04-GI
0404.4.1.A.1-02 INSTALL 2" WATER
SERVICE AND
INTERIOR METER PIT
0706.4.1.I.1-01
0706.4.1.I.1-01
0706.4.1.I.1-01
0706.4.1.I.1-01
0706.4.1.I.1-01
0706.4.1.I.1-01
0504.4.1.B.1-04
0502.4.1.A.1-01 INSTALL 4' SS MH
PER ISPWC SD-501
0401.4.1.B.1-8-6 INSTALL 8" TO 6"
WATERLINE
REDUCER
0601.4.1.A.17-08 INSTALL 8" ADS
N12 STORM PIPE
@ .4% MIN.
0501.4.1.B.1-06 INSTALL 6" SDR 35
SANITARY SEWER
PIPE
0504.4.1.B.1-04 INSTALL 4" SDR 35
SANITARY SEWER
SERVICE @ 2%
MIN
NOTE:
1.CONTRACTOR TO FIELD VERIFY EXISTING
UTILITY LOCATIONS PRIOR TO
CONNECTIBG AND COORDINATE WITH
EACH UTILITY COMPANY.
2.ENSURE 10' MINIMUM CLEARANCE
BETWEEN ALL POTABLE AND
NON-POTABLE LINES ARE MET PER IDEQ
STANDARDS.
3.ENSURE 18' MINIMUM VERTICAL
CLEARANCE BETWEEN ALL POTABLE AND
NON-POTABLE LINES ARE MET OR
SLEEVED PER IDEQ
4.CONTRACTOR TO INSTALL PIPE PER
MANUFACTURING RECOMMENDATIONS.
DATUM ELEV
4840.00
4844
4848
4852
1+00
48
5
1
.
7
48
5
1
.
6
9
48
5
0
.
8
48
5
0
.
7
6
2+00
48
5
0
.
0
48
4
9
.
9
7
48
5
0
.
9
48
5
0
.
9
2
3+00
48
5
1
.
4
48
5
1
.
3
7
48
5
0
.
3
48
5
0
.
2
9
3+65
SD CB 6
GRATE:4851.55
INV IN:4848.08
INV OUT:4847.98
CB 7
GRATE:4851.50
INV OUT:4848.50
SD MH 1
Sta:1+31.72 OFF:-89.08L
Rim:4851.01
INV IN:4844.53
INV IN:4844.20
INV OUT:4843.01
SD CB 3
GRATE:4849.34
INV IN:4844.62
INV IN:4844.95
INV OUT:4844.52
SD CB 4
GRATE:4849.34
INV IN:4845.88
INV IN:4845.88
INV OUT:4845.55
SD CB 5
GRATE:4849.34
INV OUT:4846.34
SD CB 2
GRATE:4849.67
INV OUT:4846.67
SD CB 1
GRATE:4849.67
INV OUT:4846.67
Install 130' of 8" ADS N 12 Storm Pipe @ 2.66%
Install 64' of 12" ADS N 12 Storm Pipe @
0
.
5
0
%
Install 157' of 12" A
D
S
N
1
2
S
t
o
r
m
P
i
p
e
@
1
.
1
0
%
Install 157' of 12" ADS N 12 Storm Pipe
@
0
.
5
0
%
1+00 2+00 3+00 3+60
0602.4.1.F.1-ISD CB 1
SD CB 2
0602.4.1.F.1-I
0602.4.1.F.1-ISD CB 4
0602.4.1.F.1-ISD CB 5
0602.4.1.A.1-01
SD MH 1
0602.4.1.F.1-ISD CB 6
0601.4.1.A.17-12
0601.4.1.A.17-12
N89° 35' 44"E
508.34'
0601.4.1.A.17-12
0601.4.1.A.17-12
0601.4.1.A.17-12
0601.4.1.A.17-08
L3
0601.4.1.A.17-12
0602.4.1.F.1-I
CB 7
0601.4.1.A.17-12
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJPDH
SH
E
E
T
N
A
M
E
:
PR
O
J
E
C
T
:
LO
C
A
T
I
O
N
:
19-086
DATE:DATE: January 7, 2020
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
.
6
8
1
.
8
5
9
0
PRELIMINARY FOR
REVIEW ONLY
8
11
HU
C
K
'
S
A
N
D
S
T
E
R
L
I
N
G
M
E
D
I
C
A
L
N-
S
T
R
U
C
K
P
A
R
K
I
N
G
RE
X
B
U
R
G
,
I
D
A
H
O
APPROVED BY ________________________DATE:____________
City of REXBURGN-S TRUCK PARKING PROFILE VIEW
N-S TRUCK PARKING PLAN VIEW
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 TYPE A
PER ISPWC
SD-612
DESIGN SURFACE
EXISTING SURFACE
0601.4.1.A.17-08 INSTALL 8" ADS
N12 STORM PIPE
@ .4% MIN.
NOTE:
1.CONTRACTOR TO FIELD VERIFY EXISTING
UTILITY LOCATIONS PRIOR TO
CONNECTIBG AND COORDINATE WITH
EACH UTILITY COMPANY.
2.ENSURE 10' MINIMUM CLEARANCE
BETWEEN ALL POTABLE AND
NON-POTABLE LINES ARE MET PER IDEQ
STANDARDS.
3.ENSURE 18' MINIMUM VERTICAL
CLEARANCE BETWEEN ALL POTABLE AND
NON-POTABLE LINES ARE MET OR
SLEEVED PER IDEQ
4.CONTRACTOR TO INSTALL PIPE PER
MANUFACTURING RECOMMENDATIONS.
0602.4.1.A.1-01
SD MH 1
0602.4.1.A.1-01
SD MH 2
4851
4851
1+00 2+00 2+63L4
0601.4.1.A.17-12
0601.4.1.A.17-12
TYPICAL SECTION VIEW
1" = 5'
DATUM ELEV
4837.00
4840
4844
4848
4852
0+90 1+00
48
5
0
.
7
48
5
0
.
6
9
48
5
1
.
3
48
5
1
.
3
2
2+00
48
5
1
.
3
48
5
1
.
3
3
48
5
1
.
3
48
5
1
.
3
4
2+70
SD MH 1
Sta:1+01.13 OFF:-5.41L
Rim:4851.01
INV IN:4844.53
INV IN:4844.20
INV OUT:4843.01
SD MH 2
Sta:2+61.41 OFF:5.64R
Rim:4851.18
INV IN:4844.51
INV IN:4844.51
INV OUT:4843.01
Install 5' of 12" ADS N 12 Storm Pipe @ 0.22%
Install 5' of 12" ADS N 12 Storm Pipe @ 0.22%
KEY
1.) RIGID OR FLEXIBLE PAVEMENT
2.) GRANULAR ROAD BASE
3.) 12" MIN. FOR DIAMETERS THROUGH 96"
18" MIN. FOR DIAMETERS FROM 102"
AND LARGER MEASURED TO TOP OF
RIGID OR BOTTOM OF FLEXIBLE
PAVEMENT.
4.) FREE DRAINING ANGULAR WASHED
STONE 3/4" - 2" MIN. PARTICLE SIZE.
5.) GRANULAR BEDDING, ROUGHLY
SHAPED TO FIT THE BOTTOM OF PIPE,
4"- 6" IN DEPTH.
6.) CONTECH C-40 OR C-45
NON-WOVEN GEOTEXTILE
REQUIRED, WRAPPING TRENCH
ONLY.
3
1
2
FOUNDATION/BEDDING PREPARATION
PRIOR TO PLACING THE BEDDING, THE FOUNDATION MUST BE CONSTRUCTED TO
A UNIFORM AND STABLE GRADE. IN THE EVENT THAT UNSUITABLE FOUNDATION
MATERIALS ARE ENCOUNTERED DURING EXCAVATION, THEY SHALL BE REMOVED
AND BROUGHT BACK TO THE GRADE WITH A FILL MATERIAL AS APPROVED BY
THE ENGINEER. ONCE THE FOUNDATION PREPARATION IS COMPLETE, THE
4 INCHES OF A WELL-GRADED GRANULAR MATERIAL SHALL BE PLACED AS THE
BEDDING.
BACKFILL
THE BACKFILL MATERIAL SHALL BE FREE-DRAINING ANGULAR WASHED STONE
3/4" - 2" PARTICLE SIZE. MATERIAL SHALL BE PLACED IN 8"-10" MAXIMUM LIFTS.
MATERIAL SHALL BE WORKED INTO THE PIPE HAUNCHES BY MEANS OF SHOVEL-
SLICING, RODDING, AIR-TAMPER, VIBRATORY ROD, OR OTHER EFFECTIVE METHODS
COMPACTION IS CONSIDERED ADEQUATE WHEN NO FURTHER YIELDING OF THE
MATERIAL IS OBSERVED UNDER THE COMPACTOR, OR UNDER FOOT, AND THE PROJECT
ENGINEER OR HIS REPRESENTATIVE IS SATISFIED WITH THE LEVEL OF COMPACTION.
INADEQUATE COMPACTION CAN LEAD TO EXCESSIVE DEFLECTIONS WITHIN THE
SYSTEM
AND SETTLEMENT OF THE SOILS OVER THE SYSTEM. BACKFILL SHALL BE PLACED
SUCH
THAT THERE IS NO MORE THAN A TWO-LIFT DIFFERENTIAL BETWEEN THE SIDES OF ANY
PIPE IN THE SYSTEM AT ALL TIMES DURING THE BACKFILL PROCESS. BACKFILL SHALL
BE ADVANCED ALONG THE LENGTH OF THE SYSTEM AT THE SAME RATE TO AVOID
DIFFERENTIAL LOADING ON ANY PIPES IN THE SYSTEM.
EQUIPMENT USED TO PLACE AND COMPACT THE BACKFILL SHALL BE OF A SIZE AND
TYPE SO AS NOT TO DISTORT, DAMAGE, OR DISPLACE THE PIPE. ATTENTION MUST
BE GIVEN TO PROVIDING ADEQUATE MINIMUM COVER FOR SUCH EQUIPMENT, AND
MAINTAINING BALANCED LOADING ON ALL PIPES IN THE SYSTEM, DURING ALL
SUCH OPERATIONS.
OTHER ALTERNATE BACKFILL MATERIAL MAY BE ALLOWED DEPENDING ON SITE
SPECIFIC CONDITIONS. REFER TO TYPICAL BACKFILL DETAIL FOR MATERIAL
REQUIRED.
4
5
6
6
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJPDH
SH
E
E
T
N
A
M
E
:
PR
O
J
E
C
T
:
LO
C
A
T
I
O
N
:
19-086
DATE:DATE: January 7, 2020
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
.
6
8
1
.
8
5
9
0
PRELIMINARY FOR
REVIEW ONLY
9
11
HU
C
K
'
S
A
N
D
S
T
E
R
L
I
N
G
M
E
D
I
C
A
L
UN
D
E
R
G
R
O
U
N
D
S
T
O
R
M
W
A
T
E
R
RE
T
E
N
T
I
O
N
RE
X
B
U
R
G
,
I
D
A
H
O
APPROVED BY ________________________DATE:____________
City of REXBURG
NOTE:
1.CONTRACTOR TO FIELD VERIFY EXISTING
UTILITY LOCATIONS PRIOR TO
CONNECTIBG AND COORDINATE WITH
EACH UTILITY COMPANY.
2.ENSURE 10' MINIMUM CLEARANCE
BETWEEN ALL POTABLE AND
NON-POTABLE LINES ARE MET PER IDEQ
STANDARDS.
3.ENSURE 18' MINIMUM VERTICAL
CLEARANCE BETWEEN ALL POTABLE AND
NON-POTABLE LINES ARE MET OR
SLEEVED PER IDEQ
4.CONTRACTOR TO INSTALL PIPE PER
MANUFACTURING RECOMMENDATIONS.
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 TYPE A
PER ISPWC
SD-612
INSTALL 150' OF 72" CORRUGATED METAL PIPE
DESIGN SURFACE
EXISTING SURFACE
72" CORRUGATED METAL PIPE
(INV. 4838)
RETENTION INFORMATION
STORAGE REQUIRED = 16,099 CU FT
300' x 28.27 SF = 8,841 CU FT IN PIPE
45.39 SF x 160' = 7,262 STRUCTURAL BACKFILL STORAGE
TOTAL STORAGE PROVIDED = 16,103 CU FT
72" CORRUGATED METAL PIPE
(INV. 4838)
20 MIL PE IMPERMEABLE
LINER OUTSIDE DRAIN FILL
6.00'6.00'
S1
9
°
2
2
'
5
5
"
W
29
4
.
7
4
'
N89° 53' 37"W
462.58'
N0
°
0
2
'
4
0
"
W
27
6
.
6
7
'
S89° 06' 59"W
8.56'
N0° 18' 16"W
6.59'
N89° 12' 40"E
129.73'
N0
°
2
2
'
0
3
"
W
17
8
.
6
5
'
N89° 35' 44"E
508.34'
S1
9
°
3
6
'
4
6
"
W
20
1
.
6
7
'
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJPDH
SH
E
E
T
N
A
M
E
:
PR
O
J
E
C
T
:
LO
C
A
T
I
O
N
:
19-086
DATE:DATE: January 7, 2020
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
.
6
8
1
.
8
5
9
0
PRELIMINARY FOR
REVIEW ONLY
10
11
HU
C
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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.INLET PROTECTION TO BE PLACED ON ALL STORM DRAIN INLETS AFTER
INSTALLATION THROUGH THE DURATION OF THE PROJECT.
3.WITCH HAT TO BE PLACED ON NEAREST TWO (2) INLET BOXES TO BE
PROJECTED THROUGH THE DURATION OF PROJECT.
LEGEND
Concrete Washout
SEDIMENTATION AREA
CONCRETE WASHOUT
WITCH HAT
APPROVED BY ________________________DATE:____________
City of REXBURG
MATERIAL
STORAGE AREA
STABILIZE CONSTRUCTION
ENTRANCE/EXIST
AREA TO BE DISTURBED
SILT FENCE
OR EROSION EEL
CONCRETE WASHOUT AREA
***THIS IS A SUGGESTED AND
INCOMPLETE STORM WATER
POLLUTION PREVENTION PLAN. A
COMPLETE ONE MUST BE FILED BY
THE CONTRACTOR OR OWNER PRIOR
TO CONSTRUCTION.
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJPDH
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19-086
DATE:DATE: January 7, 2020
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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
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PROPOSED
SIDEWALK
3"-4" TOP DRESSING OF 2" STONE
6"-8" COMPACTED.
FRACTURED STONE.
3' MAX.
2-34"
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
FLOW
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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 A SUGGESTED AND
INCOMPLETE STORM WATER
POLLUTION PREVENTION PLAN. A
COMPLETE ONE MUST BE FILED BY
THE CONTRACTOR OR OWNER PRIOR
TO CONSTRUCTION.