HomeMy WebLinkAboutINFRASTRUCTURE PLAN Rev (3) 3.12.24 - 22-00311 - Stonebridge Subdivision DIV 2 - Infrastructure Only (1)CONSTRUCTION DRAWINGS FOR:
STONEBRIDGE SUBDIVISION DIVISION #2
PROJECT LOCATION
APPROVAL SIGNATURES:
SEC. 20, T. 6 N., R. 40 E.B.M. S,pNAIF
"�, Date Plotted: 2.27.2024
CITY OF REXBURG, IDAHO LL -4°23 A
a 9rf OF \OQ'pF.
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HLE, Inc.
Date:
City of Rexburg
INDEX TO PLAN SHEETS Date:
SHEET 1 COVER SHEET
Department of Environmental Quality
SHEET 2 GENERAL NOTES
SHEET 3 TESTING RECORDS
SHEET 4 PROJECT OVERALL E 7th N
SHEET 5 CONTROL - GENERAL LAYOUT T_
SHEET 6 STONEBRIDGE
SHEET 7 TANGLEWOOD !
SHEET 8 MEADOWBROOK
SHEET 9 RIVERWOOD
SHEET 10 UNNAMED STUB ROAD AND DETAIL SHEET
SHEET 11 SEWER EXTENSION 1 -
SHEET 12 BEST MANAGEMENT PRACTICES WOODBRIDGE STREET
SHEET 13 BEST MANAGEMENT PRACTICES NOTES PROJECT LOCATION
CML & STRUCTURAL ENGINEERING
MATERIALS TESTING & LAND SURVEYING
101 S. Park Avenue, Idaho Falls, ID 83402, (208)524-d212
800 W. judicial Street, Blackfoot, ID 83221, (208)785-2977
460 Lincoln Sb-eet, American Falls, ID 83211, (208)226-5764
VICINITY MAP
GENERAL NOTES
1. All materials, workmanship, and construction of site improvements shall meet or exceed the work standards
and specifications set forth by the CITY OF REXBURG Water, Street, and Sanitation Departments and/or
requirements of the Idaho Standards for Public Works Construction, (ISPWC) current edition.
2. All material furnished on or for the project must meet the minimum requirements of the approving agencies
or as set forth herein, whichever is more restrictive.
3. The Contractor is cautioned that the location and/or elevation of existing utilities, as shown on these
plans, is based on records of the various utility companies and where possible, measurements taken in the
field. The Contractor must call the local utility location center at least 48 hours before any excavation
to request exact field locations of the utilities.
4. A Pre -Construction Conference shall be held a minimum of three (3) working days prior to start of work.
All Contractors, Subcontractors and/or Utility Contractors shall be present.
5. All lot dimensions and easements are to be taken from the Final Plat of the recorded subdivision plat.
6. The Contractor shall maintain all existing drainage facilities within the construction area until the drainage
improvements are in place and functioning.
7. All Contractors working within the project boundaries are responsible for compliance with all applicable
safety laws of any jurisdictional body including but not limited to, barricades, safety devices, control of
traffic, excavation, trenching, shoring, and security within and around the construction area.
8. Contractors must furnish proof that all materials installed on this project meet the requirements of Note
# 2 above at the request of the agency and/or Engineer.
9. HLE must give approval prior to (a) backfilling trenches for pipe; (b) placing of aggregate base; (c) placing
of concrete; (d) placing of asphalt pavement. Work done without such approval shall not relieve the
Contractor from the responsibility of performing the work in an acceptable manner. Contract work will not
be accepted by the CITY OF REXBURG without the approval of the Project Engineer.
10. Inspection SHALL be conducted by the CITY OF REXBURG, Public Works Inspector on all work performed
within the public road right-of-way. Twenty-four (24) hours notice shall be given prior to any construction
and inspection.
11. Developmental drawings must be submitted to the CITY OF REXBURG Public Works Dept. prior to final
approval.
project . 12. Only plan sets marked "Approved for Construction" shall be used by the p ) contractor(s) Use of any
plans on the job without the "Approved for Construction" stamp shall be grounds for the issuance of a stop
work order. Contractor must also maintain a set of plans stamped with approval by the Department of
Environmental Quality on site.
13. Each Contractor shall be responsible for acquiring any necessary NPDES permits, filing any NOI's or NOT's, and
preparing a Storm Water Pollution Prevention Plan (SWPPP) in accordance with the Environmental Protection
Agency. Contact the EPA at 208.378.5776 for the required information. Said permit shall be presented to
the Engineer at least forty-eight (48) hours prior to the beginning of construction.
14. The Contractor shall be responsible for keeping roadways free and clear of all construction debris and dirt
tracked in from the site.
15. All measures possible shall be taken to ensure erosion control with Best Management Practices.
16. Quantities shown are estimates by the Engineer. The Contractor must verify all quantities. If there is a
large discrepancy contact the Engineer.
17. All work must meet standards set forth by the American Disabilities Act (ADA).
18. Trench backfill Type 2A compaction "Water Settling" will not be an acceptable method of trench backfill
compaction.
19. All water valves, blow -offs and manholes will be placed so as not to conflict with any concrete curb, gutter,
valley gutter, and sidewalk improvements.
20. Harper -Leavitt Engineering and/or Inspector shall make periodic visits to the project location to ensure that
the site improvements meet or exceed standards and design as per the approved construction drawings.
21. To receive final acceptance, Contractor must submit copy of field plans complete with construction notes
and As -Built information, corrections, changes, etc.
22. Contractor must have ISPWC Manual (current edition) on -site during all phases of construction. Failure to
do so 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 HLE
prior to the walk-thru.
STREET CONSTRUCTION
1. All construction within public right-of-way shall conform to the current edition of the ISPWC. No exceptions
to Policy Standards and the ISPWC will be allowed unless specifically and previously approved in writing by
the CITY OF REXBURG.
2. No construction shall begin before the Pre -Construction meeting, which the Contractor is required to
attend.
3. Sanitary sewer and storm drain manhole structures shall be set to specified elevation by their
respective contractors. All remaining manhole materials, except concrete collars, necessary to construct
manhole to finished grade in pavement areas shall be furnished by the Contractor for placement at finished
m h manhole rings shall be set to finished grade b their
grade. For manholes not within pavement areas, the g g y
respective contractor. Contractor shall contact the CITY OF REXBURG twenty-four (24) hours prior to
pouring concrete collars.
4. Contractor shall construct three and one-half inches (3-1/2") of asphalt pavement thickness at joint
locations for all pavement matches.
5. All reinforced concrete pipe shall conform to ASTM C-76 Specifications for the class of pipe indicated, and
shall be installed watertight.
6. All work will be inspected by the CITY OF REXBURG in accordance with the latest edition of the
"Construction Quality Assurance Manual".
7. Borrow shall be obtained from sources designated or approved in writing by the Engineer.
8. Clearing and grubbing shall consist of removing all natural and artificial objectionable materials. Under no
circumstances shall roadways be placed on frozen or objectionable material.
9. The subgrade shall be excavated and bladed to remove all uneven areas and to secure a uniform surface
true to grade and line. The subgrade material shall then be scarified to a depth of eight inches (8"),
adjusted to within approximately 2% of optimum moisture content and compacted to the minimum density
required as stated in ISPWC.
10. All concrete used shall be Class 4 and have a strength of four thousand (4000) PSI in twenty-eight (28)
days. The mix design for this concrete shall be approved by the Engineer. All concrete shall be cured by
a liquid membrane -forming curing compound method, unless otherwise specified in writing by the Engineer.
11. All road stripping and excess topsoil shall be stockpiled out of the right-of-way and stored at Contractor's
expense.
SEWER CONSTRUCTION
1. Final approval and acceptance of all sewer construction will be by the CITY OF REXBURG Public Works
Department.
2. Sewer inspection will be by the CITY OF REXBURG Public Works Department and their decisions should
be considered as final. The Contractor will notify the CITY OF REXBUREG Public Works Dept. forty-eight
(48) hours prior to construction. The CITY OF REXBURG will provide periodic inspections of an eight -hour
(8) day from 8:00 a.m. to 5:00 p.m., for a forty -hour (40) week.
3. Service lines shall be marked in accordance with the ISPWC specifications and Standard Drawing SD-512.
Service line markers shall remain in place during construction and be present for final inspection.
4. Prior to Final Acceptance, after all utilities are installed and prior to paving, a water test shall be conducted. The
Contractor shall contact the CITY OF REXBURG a minimum of twenty-four (24) hours prior to testing. All
manholes shall be tested in accordance with the ISPWC.
5. The sewer contractor shall supply all lid assemblies and the required number of risers and grade rings. The
sewer contractor shall field verifythe elevation of the to of the manhole cone to assure that ring
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elevations match final street grades. The maximum height of the grade rings shall be such that the finish
grade elevation of the manhole frame and cover shall not be more than twelve inches (12") above the
manhole cone.
6. The paving contractor shall set the grade rings and pour the concrete collars per ISPWC Standard Drawing
SD-508. The paving contractor shall contact the CITY OF REXBURG Public Works Dept. twenty-four (24)
hours prior to pouring concrete collars.
7. The horizontal separation of the water and sewer mains shall be a minimum of ten feet (10'). Where it is
necessary for sewer, storm drain, or irrigation (non -potable lines) and water to cross each other and the
non -potable line is less than eighteen inches (18") below, or the non -potable line is above the water main,
the non -potable line shall be a PVC pressure pipe conforming to AWWA C-900 and watertight joints for a
distance of ten feet (10') on both sides of the water main, in accordance with Section 550.06 of the Idaho
Public Drinking Water Standards. One full length of both water main and non -potable line shall be centered
over the crossing point so that both joints will be as far from the crossing point as possible.
8. Groundwater levels shall be maintained below the bottom of the trench during the pipe laying and pipe
joining operations.
9. All stationingon the Sanitary Sewer line relates to the street centerline stationing.
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10. The sewer main shall be tested for deflection in accordance with the ISPWC. All sewer lines shall be
televised with a closed circuit television camera in accordance with the ISPWC. No standing water shall be
present.
11. The Contractor shall leave the excavation for the upstream end of all service lines open for field verification
of the invert elevation by the CITY OF REXBURG Public Works Dept. Inspector. The Contractor shall not
backfill the ends of service lines until he has obtained approval from the CITY OF REXBURG Public Works
Inspector or made other arrangements for the verification of service line invert elevations. Invert elevations
shown on plans are calculated at the end of the service lines.
12. The Contractor shall construct the sanitary sewer in accordance with the plans approved by the CITY OF
REXBURG Public Works Department. These plans will be provided to the Contractor by the Project Inspector
prior to construction. Work shall not be done without the current set of approved plans.
13. All sanitary sewer service lines shall be four inch (4") PVC, stubbed fifteen feet (15') into the lots. Sewer
services must be placed with a minimum of 2% slope and identified by a 2"x4" board placed at the end of
stub and painted green.
14. Standard sanitary sewer manholes to be constructed in accordance with ISPWC Standard Drawing SD-501,and
Drop Manholes per ISPWC SD-504 with a wye and 450 elbowin lieu of a tee and 90' elbow.
15. All sanitary sewer service line trenches shall be tested for compaction in accordance with the ISPWC
Standards.
16. Storm drain and irrigation street crossing shall utilize Type 1 bedding material, placed in six inch (6") layers
as per ISPWC Typical Trench Detail, Drawing SD-301.
17. Storm drain manholes to be constructed in accordance with ISPWC Standard Drawing SD-612.
18. Do not reinstall or leave in -place damaged pipe.
19. Sewer Department approved "Marking/Detect Type" shall be placed over all sanitary sewer lines. Tape is to
be placed a minimum of six inches (6") and maximum of twelve inches (12") above all pipe.
WATER CONSTRUCTION
1. Final approval and acceptance of all water construction will be by the CITY OF REXBURG Public Works
Department.
2. No construction shall begin before the Pre -Construction meeting, which the Contractor is required to attend.
3. Water inspections will be by the CITY OF REXBURG Public Works Department and their decision shall be
considered final.
4. All service lines shall be NSF 61 approved Poly tubing and installed using the following or equal. All service lines
shall be installed to ensure electrical continuity for the full length of the service lines up to water meter.
The use of couplings for service lines shall be restricted from being used. Service lines shall be one -inch
(1") or one and one-half (1.5") unless otherwise directed by the Department of Water.
5. The horizontal separation of the water and sewer mains shall be a minimum of ten feet (10'). Where it is
necessary for sewer, storm drain or irrigation (non -potable lines) and water to cross each other and the
non -potable line is less than eighteen inches (18") below, or the
non -potable line is above the water main, the non -potable line shall be PVC pressure pipe conforming to
AWWA C-900 and watertight joints for a distance of ten feet (10') on both sides of the water main, or sleeve
non -potable or potable main with potable water class pipe for ten (10) feet either side of crossing in
accordance with Section 542.07 of the Idaho Public Drinking Water Standards. One full length of both
water main and non -potable line shall be centered over the crossing point so that both joints will be as
far from the crossing point as possible. In lieu of constructing or reconstructing the non -potable water
main either the non -potable water main or water main may be encased with a sleeving material acceptable
to the Department for a distance of ten horizontal feet (10') on both sides of the crossing.
6. The water main shall be tested for pressure, flushing, and disinfection in accordance with ISPWC Section
401 and in accordance with AWWA Standard C651.
7. Water meters and all related appurtenance's, including radio read hardware, will be provided by the CITY OF
REXBURG Water Department at the requester's expense.
8. The paving contractor shall set and pour concrete collars on all valves and manholes per ISPWC Standard
Drawing SD-405.
9. Do not reinstall or leave in -place damaged piped.
10. Water Department approved "Marking/Detect Tape" shall be placed over all water lines. Tape shall be placed
a minimum of six inches (6") and maximum of twelve inches (12") above all pipe.
11. All water services shall be reconnected to existing service lines.
12. All products in contact with potable water must comply with NSF61 regulations. OVAL
13. 12 gauge wire shall be shielded and taped to waterline. �F55 \sreRFNc
14. Thrust blocks shall be installed per the latest edition of ISPWC SD-403. �°
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ELECTRICAL CONSTRUCTION
Coordinate all new electrical facilities with Rocky Mountain
Power prior to construction.
OWNER
HIGLEY DEVELOPMENTS, LLC
282 N POINT DR
IDAHO FALLS, ID 83401
(208)390-2596
DEVELOPER
KEVIN ALLCOTT
533 W 2600 S
BOUNTIFUL, UT 84010
(801)232-6561
SURVEYOR
HLE, INC.
CLINT M. JOLLEY, P.L.S.
985 NORTH CAPITAL
IDAHO FALLS, IDAHO 83402
(208)524-0212
CIVIL ENGINEER
HLE, INC.
DARYL KOFOED, P.E.
STEVE HEATH E.I.
985 NORTH CAPITAL
IDAHO FALLS, IDAHO 83402
(208)524-0212
CO IV TA CTS
REXBURG PUBLIC WORKS
JOEL GRAY, ENGINEER
35 NORTH 1 ST EAST
REXBURG, IDAHO 83440
(208)359-3020
LEGEND
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EXST FIRE HYDRANT
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PROP FIRE HYDRANT
®
'S'YEXST WATER VALVE
® PROP WATER VALVE
• •
EXST WiR MTR PIT
• • PROP WTR MTR PIT
EXST CATCH BASIN
PROP CATCH BASIN
Q
EXST STRM MANHOLE
Qp PROP STRM MANHOLE
OO
EXST SAN SWR MANHOLE
QS PROP SAN SWR MANHOLE
'0-)
EXST POWER POLE
C_Q) PROP POWER POLE
EXST LIGHT POLE
0 PROP LIGHT POLE
® PROP TRANSFORMER
p PROP GROUND 3-SLEEVES
PROP GROUND SLEEVE
PROPERTY LINE
EASEMENT LINE
STREET RIGHT-OF-WAY
I- - -
- - SAW CUT LINE
-
EXST RD CENTER LINE
-
PROP RD CENTER LINE
EXST FENCE LINE
PROP FENCE LINE
.�
EXST WATER LINE
PROP WATER LINE
-- - - - -
- - - - EXST WATER SERVICE
PROP WATER SERVICE
--..-m
EXST STRM SWR LINE
�-
PROP STRM SWR LINE
r.«
EXST SAN SWR LINE
PROP SAN SWR LINE
EXST SAN SWR SERVICE
PROP SAN SWR SERVICE
�=
EXST OVERHEAD POWER
PROP OVERHEAD POWER
EXST UNDRGRND POWER
�--�
PROP UNDRGRND POWER
0
EXST FIBER OPTIC LINE
PROP FIBER OPTIC LINE
EXST GAS LINE
PROP GAS LINE
�W
EXST TELEPHONE LINE
GB
cB GRADE BREAK
EXST MAJOR CONTOUR
�- -
EXST MINOR CONTOUR
PROP MAJOR CONTOUR
F
PROP MINOR CONTOUR
EXST BUILDING
PROP BUILDING
EXST LANDSCAPING
PROP LANDSCAPING
EXST CONCRETE
PROP CONCRETE
EXST ASPHALT
PROP ASPHALT
0
EXST GRAVEL
PROP GRAVEL
OPEN WATER
-
L------OTHER
-
DEPARTMENT OF ENVIRONMENTAL QUALITY
WILLIAM TEUSCHER, WATER QUALITY ENGINEER
900 N SKYLINE DRIVE SUITE B
IDAHO FALLS, IDAHO 83402
(208)528-2650
ROCKY MOUNTAIN POWER
VINCE PHILLIPS, CONSTRUCTION CONTACT
(208)390-8031
HARLEY LAURSEN, ESTIMATOR
(208) 359-4237
REXBURG, IDAHO 83440
INTERMOUNTIAN GAS COMPANY
SARAH ROBINSON, CONSUMER SALES REP.
1527 HOLLIPARK DRIVE
PO BOX 51220
IDAHO FALLS, IDAHO 83401
(208) 542-6612
CABLE ONE
HEINZ SHREIER
(208)589-2401
1525 SHERRY DRIVE
IDAHO FALLS, IDAHO 83403
(208) 523-4567
CENTURY LINK
NATHAN BURKE
48 N CENTER STREET
REXBURG, IDAHO 83440
(208)525-4262
wnars below.
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DRAWN BY
DESIGN BY
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RLR
DK
JOB NO:
2016-674
DATE:
March 5, 2024
REVISIONS
DATE
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WATER SYSTEM TESTING
1. Approval of waterline bedding material and placement per
ISPWC Section 305.
2. Inspection of continuity connection and all cadwelds.
3. Inspect pipe to verify that type, class, and thickness are
uniform as per plans.
4. Thrust blocking provided in all required locations per ISPWC
Section 401 and in accordance with Standard Drawing SD-403.
5. Approval of fire hydrant installation and elevation. Conform
to ISPWC Section 403 and Standard Drawing SD-404.
6. Inspect installation of service lines, meter boxes, and curb
stops. Conform to ISPWC Section 404.
7. Approval of waterline placement, prior to backfill.
8. Perform hydrostatic pressure testing per ISPWC Section 401
in presence of Project Engineer.
9. Provide waterline flushing and disinfection per ISPWC Section
401 and allow Engineer to obtain chlorine sample for testing.
10. Test for coliform bacteria per ISPWC Section 401.
11. Provide proper compaction of waterline trench. Test
compaction of lifts every 1.5 feet. Meet compaction
requirements established in ISPWC Section 306.
12. Provide proper compaction of water service lines. Meet
compaction requirements established in ISPWC Section 306.
13. Provide proper compaction around water valves. Meet
compaction requirements established in ISPWC Section 306.
14. Mark all water service stubs with painted 2"x4" board.
15. Provide concrete collars around all water valves. Concrete
collars shall contain rebar reinforcement and conform to
ISPWC Standard Drawing SD-406.
SEWER SYSTEM TESTING
1. Approval of sewerline bedding material and placement per
ISPWC Section 305.
2. Inspect pipe to verify that type, class, and thickness are uniform
as per plans.
3. Approval of sewerline placement and verification of 18"
seperation from all potable waterlines.
4. Provide proper compaction of sewerline trench. Test compaction
of lifts every 1.5 feet. Meet compaction requirements established
in ISPWC Section 306.
5. Provide proper compaction of sewer service lines. Meet
compaction requirements established in ISPWC Section 306.
6. Provide proper compaction around all manholes. Meet
compaction requirements established in ISPWC Section 306.
7. Mark all sewer service stubs with a painted 2"x4".
8. Perform low pressure air testing per ISPWC Section 501 in
presence of Project Engineer.
9. Perform deflection testing by use of a test mandrel per ISPWC
Section 501.
10. Prior to placement of asphalt, sewerline must undergo closed
circuit television inspection (CCTV) per ISPWC Section 501.
11. Properly place non -shrink grouting around all piping and/or other
voids in manholes per ISPWC Section 502.
12. Provide concrete collars around all manholes. Concrete collars
shall contain rebar reinforcement and conform to ISPWC
Standard Drawing SD-508. 13. Clean out all manholes and flush
sewer lines to provide a debris free sewer system.
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HLE INSPECTOR/ CITY INSPECTOR/
FREQUENCY DATE DATE
HLE INSPECTOR/ CITY INSPECTOR/
FREQUENCY DATE DATE
STORM SYSTEM TESTING
1. Approval of stormline bedding material and placement per ISPWC
Section 305.
2. Inspect pipe to verify that type, class, and thickness are uniform
as per plans.
3. Approval of stormline placement and verification of 18" seperation
from all potable waterlines.
4. Provide proper compaction of stormline trench. Test compaction
of lifts every 1.5 feet. Meet compaction requirements established
in ISPWC Section 306.
5. Provide proper compaction around all storm drains and manholes.
Meet compaction requirement established in ISPWC Section 306.
6. Properly place non -shrink grouting around all piping and/or other
voids in catch basins and manholes per ISPWC Section 502.
7. Provide concrete collars around all manholes. Concrete collars
shall contain rebar reinforcement and conform to ISPWC Standard
Drawing SD-508.
8. Clean out all manholes and flush storm lines to provide a debris
free stormwater system.
CONCRETE TESTING
1. Approval of aggregate base, compaction, and rebar placement
prior to pouring of concrete.
2. Use of expansion joints/material in sidewalks, slabs, and other
items as required per ISPWC Section 703.
3. Provide proper surfacing, edging, and finish work as described
by ISPWC Sections 703 and 705.
4. Concrete testing for slump, air entrainment, and compressive
strength shall be performed for each concrete structure (i.e.
curb, sidewalk, slabs, footings, walls, etc.). Testing required
every 100 cu. yd. and/or individual calendar day per ISPWC
Section 703.
ROADWAY TESTING
1. Approval of clearing and grubbing of native material. Certify
removal of all organics.
2. Approval of sub -grade materials. Scarify and compact sub -
grade to meet compaction requirements per governing
specifications (i.e. contract, Geotech report, ISPWC, etc.)
3. Approval of sub -base materials (pit run). Lift placement not to
exceed 8". Provide sufficient compaction to meet requirement
per governing specifications (i.e. contract, Geotech report,
ISPWC, etc.)
4. Approval of aggregate base materials (3/4" crush). Lift
placement not to exceed 8". Provide sufficient compaction to
meet requirements per governing specifications (i.e. contract,
Geotech report, ISPWC, etc.)
5. Apply asphalt tack coat on contact surfaces of transverse and
cold longitudinal joints.
6. Approval of asphalt placement. Asphalt mat must meet min.
thickness requirements after compaction. Provide sufficient
compaction to meet requirements per governing specifications
(i.e. contract, Geotech report, ISPWC, etc.)
HLE INSPECTOR/ CITY INSPECTOR/
FREQUENCY DATE DATE
HLE INSPECTOR/ CITY INSPECTORI
FREQUENCY DATE DATE
FREQUENCY
HLE INSPECTOR/ CITY INSPECTOR/
DATE DATE
NOTES:
1. Quality control testing must be performed to ensure that all
construction methods and materials are in accordance with
ISPWC standards.
2. The testing also aids the Project Engineer and appropriate
governing body (i.e. city, county, etc.) in the process of
certification and final acceptance of the development.
3. Completion of this form will signify the preliminary acceptance by
the Project Engineer and recommendation of the proposed
development for final approval. Ultimately, final approval is at the
discretion of the governing body of the proposed development (i.e.
city, county, etc.)
4. Failure to perform required testing and/or to receive initialization
from Project Engineer will result in non acceptance of the the
development.
5. Contractor assumes responsibility to contact Project Engineer 24
hours prior to required testing. Should scheduling conflicts arise
due to failure to provide sufficient notice, said Contractor must
reschedule at his/her own cost.
6. Fiber conduit for City Fiber will be required.
4023
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JOB NO:
2016-674
DATE: March
5, 2024
REVISIONS
DATE
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m+( +2- M ( i=•• 6ru ( t2" Su ( 2- M I tr srs ( 37 GRAPHIC SCALE
a,• Sm ( 6.. 51N ( ��• ( e^ 4e1 (� 50 0 30 60 120 244
2 3 4 5 6 7 8 ( IN FEET )
i inch = 60 ft.
(24"X36")
106.00, !1 11 mft-ov art Lv.uu I Nae-bur S2"t e35.3t.
I.. 111.00' 104.W 90.W 90.00• 90.00, 90.00•
f _ N
LOT _ a�
3 1 3 ry m PiLOT 37 L DT 36 w LOT 35 w LOT
3
LOT 14 LOT 3
LOT39
LOT38 N89°5951"E
106.00• N89° 591
-7 o.gw9
111.0 1110' 84, 00\ 90.0(r
00N4_0o9-9-0.00• f
-
48.W
LOTS - I/ /-------------- -----------------
J--------------
3 4836 --------------- --_-_----_----_--
aof a"w
bo, Ica LOT 1,3 0 o LOT 4 837 -h a- - - -
( $ Z ° $ /�' ems"a
- 1 'z / $
-----:- - / lw -� . . . -- `-----------------------� \\
\ / - 91.oly 91.00, 91.00. 39.87 \ \\
/ - \ N89°69. SIT - 131,4� yL.f� -8140
-ra N89°59'5i4836 yLh/ 6 s,8 / 111.00' - • I! I^ 110.00 L=42.36'
140.00� \ _ �w•. - \ - (1 o g / a o LOT 28 T 29 L=31.06'
-s• s ro $ o o
v\ LOT 12 \, 1 �I o= 8e
86.W
/ j is P.E. 1 a LOT 267 i ' i ' LOT 30
�°
100.00 o I / $1� �� LOT �- I� y
T
- N89. 59' 53"E 91.0V 91.00, 91.00' N89° 59' 51"E 104.00' N89° 59' 53"E 125.32' N89° 59' 51"E 147.W
LOT 1 111.00' I I I ♦ y
13.10' n
\ • eg 1.�15'P.U.E. o - III o LOT 18'� i
" 59-5VE _)..._.. LOT 11 g I TYP m o y N89
'ri*} .Ica - _ $ \ J L T 6 LOT 25
106.00 -(7. _ / o m I
❑i w I - - p LOT 19 ,� a'RP,
Tz,- 1 _104.00-" I444I y LOT17
Z f - - N89° 5V 51"E N89° 59' S E IIII L=43.00' \
/ _ N89" 59' 53"E
111.00' 111.00' S 104.00• U N�0•
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1ofi.oa t � ...8� LO'�10 \ LOT •�' I LOT 24
11 P / III 1 I . S99.5a' 51 W 11 1
I \ e II LOT 2
000 I I (I 28.00' I
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N89° 59' S1"E N89° 69' 51T O I \ \ \\ m I I 'C,e LOT 15
m 171.00' 111.00' N89° 59' 53"E N89° 59' 28"E 146.26'
gl I O }- 104.01- eO`I� 55.26'\
N89" 59' 51"E I I I \ - - \ L=18.95' \ \\ a II I
106.00• - 1 LOT ,/ L=61.40' \ \\ i II I e I LOT 16
y \ LOT 8 .1I LOT 23 „ /ibT 2a LOT 21 \ I II II
LOT4 $� $ I
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OT
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2 LOT 9 I m II hl 5j11 1\ 1 e \ N
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LOT 33 1 _ \ 1\AV
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LOT 25
LOT 10 111 J 11 I le,
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31`°-+ LOT 24
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10s� / � / / � / � LOT 23 / �
A LOT 13
LOT 14 $ / � / // a / / / LOT 22
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LOT 21
20.E
/
LOT 20
/
LOT 19 �L� / /
/ A
483g ---- - - /�/-� /
4835 a
z. - F--__ ra �� / p= _ /
lit .� AApplIrr .00 - .. S - xar 1 - - - 'aim
: r / - LOT 18
_ Z.r'Iss ( T'24"ID 44.. m (- s" te' xt oT` = s� ts"-ss
sm eon
�+ ' -----IL ----- e,66raarr - L-12.07'hq
I,. m LOT 5 ` 1.72--L=50 77' 12' P.ILE. 2 /
J �}
LOT 17
^ - ell
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19 LOT 8 - LOT-9 �} LOT 10 LOT 11 LOT 12 S;; I I LOT 15
' P LOT
w�� --\ �p i
- LOT 13 z L 4 / / m 2 ^ /
III g635`� � nB27 '
LOT 6 46/ 8 N g833 \ .4835
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N86. 13S3"W 785.7T 88.1 - ee _ _ 4835
86.1137.64•
7 _ _ -4834-
TH _ a83j�
PEDESTRIAN PA �\ \���w\ - - -- N86.13.53w
48111gW d'53+
i
10.00' DITI
SEE SHEET 10 OF 14 FOR i
POND CROSS SECTION. EASEME
LOT 36 IS A 12 FOOT PUBUC
UTILITY EASEMENT
E
STORM WATER CALCULATIONS FOR VELOCITY = 3 FEET PER SECOND:
Q=Aic (i = 0.9, c = 0.4, time of concentration = 9 minutes)
Connection node Area (ac) Q (cfs) transit mq'd pipe
time (min) size (in)
1 A 2.29 0.82 - 12
2 B 2.56 0.92 2.8 -
A+B A node 2 out - 1.74 - 12
3 C 2.76 0.99 - 12
Notet 28.0 4.00 - -
4 D 3.47 1.25 5 -
C+Not81+D Q mode 4out - 6.24 - 18
5 E 4.0 1.44 12
6 F 2.96 1.07 -
6 G 3.1 1.12 - -
E+F+G 0 node 6 out - 3,63 - 18
(C+Notes+D)+(E+F+G) R node 7 out - 9.87 - 24
7 H 2.94 1.06 - -
(A+B)+(C+Note1+D)+(E+F+G+H) 0 node 2 out - 11.01 10 24 minimum S=0.0022
Minimum pipe slope design
12" @ 3.0 6/sec = 0.004 R/ft
18" @ 3.0 fit/sec = 0.003 Wit
24' @ 3.0 it/sec = 0.0018 6Ht
24" @ 3.4 fUsec = 0.0022 ft/8
Notel
Approximately 28 acres are contained in the existing development north of the proposed property. The storm system is currently in place.
A 12 inch pipe enters our development at Meadowbrook and serves the entire existing development. This pipe has some history and it
appears that it has been adequate when the outfall has been sized larger than just a hole at the end of the pipe. It appears that more of
the previous division is allowed to stand on the grass indicating a smaller c factor than we are using. We treated the pipe as if it is flowing
suppressed. If it is suppressed to the point that water stands on the road 8 will flow 4 efs. Our calculations currently include 4 additional cis
at node 4.
General Notes
1. These Calculations are based on the rational method (Q=Aic).
2. They utilize an intensity of 0.9 as suggested by the City Engineer, Keith Davidson.
3. We used a pervious ground factor (c) of 0.4. This is a combination of roof, concrete, road and grass.
4. We used a time of concentration of 9 minutes and time in transit of 10 minutes. Therefore the pipe will run full for 41 minutes for the 1
hour duration storm.
5. These calculations assume that we can use a pipe velocity of 3 feet per second.
6. Required pond size is (11.01)(41 min)(60 sec/min) = 27,085 cubic feet.
7. City Requests that it run for 1 hour (11.01)(60 min)(60 secJmin) = 39,636 cubic feet.
8. Actual pond sae is approximately 40,000 cubic feet.
9. We utilized an infiltration rate of 600 gallons per day. This calculates at 3.5 feet/hour/square foot. This gives an additional 22,0000
cubic feet per hour loss to the ground.
10. Several lots in the subdivision to the north surface drain into our division and they are included in our area.
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JOB NO:
2016-674
DATE: March 5, 2024
REVISIONS
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111.00, - I 104.00' 90.00, 90.w 90.00' 90.00' 119
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- - - - - - - - - - - - - - -
LOT 9 4836- - - - - - - - - - - - - - - ---------------
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. • / - \ N89° 59' 51-E --31.4T_ \ \\
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- t - \ - LOT 28 LOT 29 \ '
STUB OAD uo.00; - \ - ,) / 1 1 $ m - L=31.08'
L\ 11 �$ II g�
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0$ \
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59' `P91.9a 91.Oo' 91.00, LOT
N88° 51'E
104.00' N89' 59' 53•E 125.32' N89. 59' S1°E 147.68'
$
8 LOT 1 t11.00'
y W $ N 13.10'
i >E 15' P.U.E. m IIII wo LOT 18
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m 111.00, 111.00, \
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0 9 ?'� 0 m a $� 'o m ;" I LOT 15i
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L0T7 y- - o m $ m \ m 1p 10
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Number
Begin Station
End Station
Radius
Length
Line/Chord Direction
Begin Point
End Point
Li
0+00.00
7+16.68
716.68
SO' 00' 09.00-E
N: 791802,98. E: 760584.63
N: 791086.30, E: 760564.66
01
7+16,68
8+48.82
84.00
131.95
S45° W' 09.00"E
N: 791085.30, E: 760564.66
14:791002.31, E:7806 s7
L2
8.48.62
14+71.29
622.67
1 N89- 59' 51.W'E
N: 791002.31, E: 760548.67
N: 791002.33. E: 761271.34
Meadowbrook
Number
Begin Station
End Station
Radius
Length
Une/Chord Direction
Begin Point
End Point
LS
0+00.00
8+00.68
800.68
NO- 00' 06.WW
N: 791002.31, E: 760854.67
N: 791802.99, E: 760854.63
Riverwood
Number
Begin Station
End Station
I Radius
I Length
Une/Chwd Direction
Begin Point
End Point
LB
I O 00.00
5+90.32
1
520.32
1 N89° SW 51.59"E
N: 791514.99, E: 760854.65
N: 791515.02, E: 7914 4.87
Stub Road
Number
Begin Station
End Station
Radius
Length
Line/Chord Direction
Begin Point
End Point
L7
0+00.00
1+40.00
140.00
S89° 59' 51.OPW
N: 791444.57, E: 780564.65
N: 791444.56, E: 760424.65
E
GRAPHIC SCALE
60 0 w 50 120 240
( IN FM
t inch = 60 [t.
(24"X36')
LEGEND I
q` -gyp
I
EXST FIRE HYDRANT
'2"Y•
PROP FIRE HYDRANT
®
'S Y'�) EXST WATER VALVE
® PROP WATER VALVE
•
EXST WrR MTR PIT
• PROP WiR MTR PIT
EXST CATCH BASIN
wi
PROP CATCH BASIN
Qp
EXST STRM MANHOLE
Qp PROP STRM MANHOLE
QS
EXST SAN SWR MANHOLE
OO PROP SAN SWR MANHOLE
EXST POWER POLE
C-(:)_0 PROP POWER POLE
EXST LIGHT POLE
PROP LIGHT POLE
® PROP TRANSFORMER
m PROP GROUND 3-SLEEVES
sa PROP GROUND SLEEVE
PROPERTY LINE
r-- - -
- - - EASEMENT LINE
-STREET RIGHT-OF-WAY
- -
- SAW CUT LINE
�- -
EXST RD CENTER LINE
PROP CENTER LINE
EFEN E LNE
-
PROP FENCE LINE
EXST WATER LINE
�r.
PROP WATER LINE
- - - - -
- - - - EXST WATER SERVICE
- PROP WATER SERVICE
EXST STRM SWR LINE
r"1
PROP STRM SWR LINE
EXST SAN SWR LINE
r"1
PROP SAN SWR LINE
EXST SAN SWR SERVICE
PROP SAN SWR SERVICE
�=
EXST OVERHEAD POWER
PROP OVERHEAD POWER
EXST UNDRGRND POWER
PROP UNDRGRND POWER
EXST FIBER OPTIC LINE
�w
PROP FIBER OPTIC LINE
�«.
EXST GAS LINE
PROP GAS LINE
ETELEPHONE LINE
GB
ce GRADEBREAK
EXST MAJOR CONTOUR
-
-- EXST MINOR CONTOUR
- - -
-- PROP MAJOR CONTOUR
r
-- PROP MINOR CONTOUR
EXST BUILDING
®
PROP BUILDING
LANDSCAPINGEXST
PROP LANDSCAPING
EXST CONCRETE
PROP CONCRETE
-
EXSTASPHALT
PROP ASPHALT
EXST GRAVEL
PROP GRAVEL
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OPEN WATER
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JOB NO:
2016-674
DATE: March 5, 2024
REVISIONS
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13
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SHEETS
SITE NOTES:
INSTALL 8" C50 DIP@ 6' MIN. COVER INSTALL STD CURB AND GUTTER PER CITY OF
REXBURG STD. DWG NO. 6
� INSTALL 8" GATE VALVE �
® INSTALL FIRE HYDRANT PER ISPWC STANDARD INSTALL SINGLE DIRECTION DEPRESSED CURB
ACCESS PER REXBURG STD. DWG. NO. 7 GRAPHIC SCALE
DRAWING NO. SD-404. 0 '° '° a° 180
INSTALL WATER SERVICE PER ISPWC STANDARD INSTALL SIDEWALK PER REXBURG STD. DWG NO. 6
( IN FEET )
DRAWING NO. SD 401 ® LANDSCAPING
inch = ft.
AF (24"X36')
® INSTALL CURB STOP PER CITY OF REXBURG STANDARE INSTALL STREET LIGHTS PER REXBURG STD. (AMERICAN
DETAILS SHEET NO. 13 ELECTRIC LIGHTING MODEL # ATBO 20BLEDE10 MVOLT R3 P7 AO)
® HOT TAP AND CONNECT TO EXISTING 12" WATER MAIN
INSTALL 8" ASTM D-3034 SAN PIPE PER ISPWC
STANDARDS son o a
RF:21.30'L 1 �SrA:8+l0.W I1
STA:l+l0.92 W:25-WR \ 1' 1�
INSTALL SANITARY MANHOLE PER ISPWC STD. I - axsw of Sk" 74 \ \ \\II
TRANSITION CURB, ASPHALT, xnrn '-
AND SIDEWALK
DRAWING NO. SD-501
arr:84.arL ^3++s� LOT 10 ota
:94.Opt LOT 11 %$' P.U.E. _ _ je*F�.
ST& 1+9281 STA:3+19.94 STA:5+a1.00INSTALL SANITARY DROP MANHOLE PER ISPWC STD. OR94.00t W.16195t sr +rao �e*are LOT9 -kp o°t' -2 STA:M.WLr 9'+SS74
LOT 14 - - SO-4 • ars:e4:aou I .`11\1
DRAWING NO. SD-504 LOT 13 arss4.aot -
LOT 12 srA:s+lse4 � ! i I
s,A:1+n.e5 sTA:7+ da 1 1
orr:samt on-:za 2-t I
STK )+920.5 ^ 5Ni 404
INSTALL SANITARY SEWER SERVICE LINES PER ISPWC �EED a�:2s5�
STD DRAWINGS SD-511, SD-511A, SD511B. _�` `�_
MOOR
,- 40S �_ A:5+31.00 STA:5+41.00 // ` 9+27.60
SAWCUT I sra,+n.as' 01-3 srA:3+3sar S-TA;.-w 6oz-, - ,,pQ��
OrF:25.50t OFF:25.SOt W.. Zi59t OrF:25.501 1 07.25.50'. - 014 -" 1 0+15( 501-1 1 E4.Wfi \ \
® INSTALL 21" ASTM D-3034 SAN PIPE PER ISPWC mmmmm
W25.51R
STANDARDS
lot-, _ t_ _ - - _ _ _ �� soz-t p'• t
4oz , t I v\
® _ STA:1+43.7z '4837 4838_ w ° L1 o �-sN-2- 4+ 5+ o _ s+ ° J^ 84' r+ o
EXISTING MANHOLE VERIFY LOCATION &INVERTS & °° >'-P °----- ---F ° sNa ��•
214 41' SIN 1-4 - 602 2 ® I
ADJUST RING ELEVATION AS NEEDED PER PLANS. �02 , S ONEBRIDGE 501-1 602 807-1 fiO3 t' 2- 2 501--- 601-, 350.27 _ 50.2 ,_ t LOT
INSTALL 12" ADS N12 STORM PIPE PER ISPWC n 1 ¢ - \ o \
iP Q-', ro ro 504 , 405-; 701-0.. s°4-,
STANDARDS. �/
1+79.59 __
L I-. :zs SSR _ ° _ - �� OFF:2S59'R_ r ... _...:.
s041 STA:2+98.71 0 701- 56F1 `\ O 2& O'N15�8MM STA:7+48.04 OFF:z7.zYx / \ STa7+x.a W-.6&0dR IQ...
� INSTALL 18" ADS N12 STORM PIPE PER ISPWC �1 / 'Q � �® �/ lsst�V �,�b� ,
STANDARDS. w STA:64M, 5 .'84.27.41 A 7+39.H r
OF:B•WR STA:2+81.72 0TF:94.00•R Sih 5+8241
Yn 94.90'R I �{ + STX 4+1241 01F: 46 V STA:9+0241 9TA:8+98.98 :84.00•R P
'n STA:1+63.59 STA3+O.41 4 I'` 5jI 0FF:84.00'R 0 '. 94.00Tt O .-64.00R LOT
INSTALL 24" ADS N12 STORM PIPE PER ISPWC LOT O£.28ODR 0 701_1 j\u oFAa1mR 50TAF6 P°0g1 8A:8+8.86 I I 60&2
,p LOT 9 I OOiiFF LOT 2 LOT 3 orr:e4.aox
STANDARDS. Z TRANSITION CURB, ASPHALT, ST 2+99.73 + STA:5+97.41 I
arr:awarR ,-3 I sot-1 701-1 LOT orT:e+.ara LOT
AND SIDEWALK I ' I -.:sv, ww7 Tare rROTEcnax -628
® INSTALL 15" ADS N12 STORM PIPE PER ISPWC - sTll III I srwc sro 9TA: +QZ23
4 - 01-3 INV W.
M."o
STANDARDS.
a� 77
INSTALL INLET CATCH BASIN TYPE I PER ISPWC STD -
N DRAWING SD-601
INSTALL STANDARD CONCRETE CATCH MANHOLE
PER ISPWC STANDARD DWG SD-611 c6#s
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rn LOW Pf STA: 3+93.36 1 I Sp. 4+12.41 I�FF:18.00R I I Rin:4834.76 I
�® - - ,I Sta. INV N:4829 , 0 2" _ � MH #3 INV OUT:48a9.83 12" S I
3 I PVI ELEV:4835.28 I Storm MH #1 ,0FF.16.48R - - _ _ _ _ _ 8 O R _ I _ _ _ _ _ _
18" MIN VERTICAL SEPERATION LOWPSTA:3+4831 - Rim:483548 --- T OUT=4829_5712"I$ - IN
WATER/STORM WATER AND WATER/SEWER - Rm463 .
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m z L 150.00 Rim:4835.31 INV OUT: 7912_N
9=) STORM OUTLET PER ISPWC. gm_ �T O- RTTBG_ INVIN:482E.53 _r_-_ _ _fi______
INV OUTA 128.43 S MH tY4
'3 mx EXISTING GROUND Y .- e I e m a ,°n° I 1 m m m 1 $(a.:$+q8; Q F:10.00R
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m x I 8-- - % I m•- v, 1.1 � _-_--I--+m _ I--- m ---- :4835.04-
n ----- -- : +ro 1v n1 -- INV OUT:4830.35 - 'c''�.
' TBC PROFILE I " w w m + m e e I 1 „ m 1 r n I INV 1111:4828.77 �® NOT USED y � mm + m m M
a w E 1 w V I'. a '�' s 1 A ' p U V I I in ° I N a INV ItN:4629.77 m'
N4- m� >5. 10 ��--->= 5027`i" wlu- - -- 40% -� - - - - - aw----I----0- a1u -------ICNUIpZ1:4B29.ZZ- m
a 4836 - - - - i - --STa.:1+59.04 n. MH #1 - �- _ 1.10% 1 w LF a w Min LF > m 1 1 INV O :46z8.67
U® STUB AND PLUG P - San. MH #1 4 9 - @ a w I �- -TT-
--------t ce#i -- - -- - - - - - -- -- r ----- -- - -----�--- ------
p I Rim:4837.44 I Stm: 3+ 04.4100F:1 BOOR I LT TBC I V I 1 1 I Install 8' of 17'
- - - - - _ _ _ INV OUT:4823.96 8" S I_ - _ - I _ _ _ _ _ Ri1F1:4835.40 _ _ 1 _ _ - - _ I _ _ _ I _ _ _ _ _ _ I EXISTING GROUND - - - I -- - - - - - - - - ADS N 12 Storm
a I 1 INV OUT:4830.83 12" S I IPipe
I I I Install lV of 12" ADS N 12 Storm Pipe @ 0.22% I I I Install
@ 0.22%
4832 Install 96' of 12" ADS N12 Storm Pipe @ 0.22% - - - - - - ��� - Install 28' of 12"
g - _ __ _ _ - - _ - - - - .L- - _ - - _ - - -Install 189' of 24" ADS_N_1 Stoml�i - - - -I - - - - ADS N12 Storm
I I I I Pipe @ 0.22%
Install 162' of 8' DIP Q50 WateAlna 1 Install 30T of 12" ADS N12 Storm Pipe @ b.22
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r - 1,s1a11-e41 ot`24° ADG 2- - - - -
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TIE INTO EXISTING 8" WATERLINE I I I I I Install 402' of 8" DIP C50 Waterline - I storm Plpe @ 0.17
E ELEVATION AND LOCATION I_ I_ - I---_--I--$an WNW I_ I I I
n 4828 FJELO..�RIFY - ----- ---- ----------------- Install 62'of 12"ASTM D-30San ape �022�b ----- - -----
o I Sta.:�+72.33 OFF:0.00 I Install 34' of 12"ADS N12 Storm Pipe @ 0.22 % 1 Instal1100' of
w I I 1 Rim:4836.59 I I DIP C50 Watedir,�
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rn IN IN:4821.838" W Sta.:3+g3. OFF:-18.00E
3 I 1 I W Rim:4835 0 I I S. MH #3 San. MH #4 24" ADS N72
v INV UT:4821.73 IT'S I I I 1 1 1 INV IN: 62 12" N I I I S,a,:7+35.41 FF:2.13R I Sta.:8+34.19 OFFI1.26R Storm Pipe @ 0.18%
4824------1------t-- --r ----� 13'ot6=------r-----7-- --y--Iravour- sziz"sw-�- -t--r----- I- R :463s7s-r---R;ma�35.27 --fi------
INV IN:4019.79
C3 I I I D3034 San 1 �% I I I INV IN:4820.27 8" N i INV OUT4819.69
Co I I I I I I INVOUT:482Q. 178"SE
ODI I Install $63' of 8" ASTM D-3034 San Pipe @ J1.40 % I I
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JOB NO:
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DATE: March 5, 2024
REVISIONS
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UTILITY NOTES:
INSTALL 8" C50 DIP@ 6' MIN. COVER
2- INSTALL 8" GATE VALVE
( IN FEET )
I inch = 40 it (24"1
INSTALL FIRE HYDRANT PER ISPWC STANDARD
DRAWING NO. SD-404.
D
4848
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INV IN: 1.6612" NE
I I INV IN: 9.6518" N I I I I Storm MH 0R etch Basin
Sta.:15+24.79 OFF:12.70R
I I INV OUT. 9.15 24" W I I 1 1 .:15+24.92 OFF:1 �.9DR
Rim:4837.82
------y------fi------r----y------t------r-----------t------r-----�- - - - - RG--t--
I ro m I m 1 INV IN:4830AII 18" NE INV OUT:4833.46171 NW
catch Basin #7 I INV INA833.45 12" BE
4840 +mow +? om END OF ASPHALT-I-------_�v8.6b OEF_-RB]L--I----------- INV IN:4833.3912"NW----��� ---
-------I------ -- - --
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11 v yl a p "4 a 1 ELEVA836.63 INV OUTf4832.9912" S I I I
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4836 _ - - - • - _ 1.25 ° LTT ._-- r _----1---_- rm.MH#6 ------�-- _ -- .. Fj-
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I LT TBC I Rim:483 .79 I Aim:4837.29 I I Storm Pi 0.23% Rim:4837A6
INV OUT,4831.79 12" SW ce @ INV OUT:4833.46 '�2" BE
RT TBC _--I ---- --Install 61 of 12" ADS NI2-I- -- I--- INV IN_4�30_7118"E - ---- -- _ - -- _-
I Storm Pipe @ 0.22% I INV IN:4832.931TW I Install 31' of 12" ADS N12 Stub and Plug
Install 274' of 18" ADS N 12 I 1 INV OUT:48}0.01 18" W Storm Pipe @ 0.22% I INV=4830.44
4832 Storm Pipe @ OA2% -------4--------Install29of12"ADSN12Storm Pipe 00.22%-----A-- ---4-- ---I--
- -install of 24" ADS NI Storm Pipe @ 0.18%_ Install 304' of 1W ADS N12 Stomlr Pipe @ 0.12% 1 1 I Stub and Plug.
--- ------ - - - - - - --
--
- - - - - - Install 495 of 8• DIP C50 Waterline 01 z°i Install 26' of 18" ADS N12
rm pew °
Storm Pipe @ 0.12%
4828
Install 216' of 8"
--
DIP C50 Waterlinet- -
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INV IN:4815.67 21" NE
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INV IN:a6i6.75 8" w
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4824
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® INSTALL WATER SERVICE PER ISPWC STANDARD
DRAWING NO. SD-401
® INSTALL CURB STOP PER CITY OF REXBURG STANDARD
DETAILS SHEET NO. 13
® HOT TAP AND CONNECT TO EXISTING 12" WATER MAIN
INSTALL 8" ASTM D-3034 SAN PIPE PER ISPWC
STANDARDS
INSTALL SANITARY MANHOLE PER ISPWC STD.
DRAWING NO. SD-501
INSTALL SANITARY DROP MANHOLE PER ISPWC STD.
DRAWING NO. SD-504
® INSTALL SANITARY SEWER SERVICE LINES PER ISPWC
STD DRAWINGS SD-511, SD-511A, SD511B.
® INSTALL 21" ASTM D-3034 SAN PIPE PER ISPWC
STANDARDS
EXISTING MANHOLE VERIFY LOCATION & INVERTS &
ADJUST RING ELEVATION AS NEEDED PER PLANS.
INSTALL 12" ADS N12 STORM PIPE PER ISPWC
STANDARDS.
INSTALL 18" ADS N12 STORM PIPE PER ISPWC
STANDARDS.
anD INSTALL 24" ADS N12 STORM PIPE PER ISPWC
STANDARDS.
® INSTALL 15" ADS N12 STORM PIPE PER ISPWC
STANDARDS.
INSTALL INLET CATCH BASIN TYPE I PER ISPWC STD
DRAWING SD-601
INSTALL STANDARD CONCRETE CATCH MANHOLE
PER ISPWC STANDARD DWG SD-611
® 18" MIN VERTICAL SEPERATION BETWEEN
WATER/STORM WATER AND WATER/SEWER
® STORM OUTLET PER ISPWC.
NOT USED
® STUB AND PLUG PIPE
SITE NOTES:
INSTALL STD CURB AND GUTTER PER CITY OF
REXBURG STD. DWG NO. 6
INSTALL SINGLE DIRECTION DEPRESSED CURB
ACCESS PER REXBURG STD. DWG. NO. 7
® INSTALL SIDEWALK PER REXBURG STD. DWG NO. 6
® LANDSCAPING
INSTALL STREET LIGHTS PER REXBURG STD. (AMERICAN
ELECTRIC LIGHTING MODEL # ATBO 20BLEDE10 MVOLT R3 P7 AO)
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JOB NO:
2016-674
DATE:
March 5, 2024
REVISIONS
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Storm MH #7
Sta.:4+59.07 OFF:0.00
Rim:4835.97 CB #8
INV IN:4830.31 Sta.:5+12.68 OFF:-18.00L CB #9
Rim:4835.25
INV IN:4830.91
INV IN:4830.91 IN 48352OUTA31.04 12" S Sta.:5+66.68 OFF:I8.00R
INV OUT:4830.31 Rim:4835.56
INV OUTA831.29 12" S
4844
I I I I ICB#7 1 1 I I 1 I
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I o Storm MH #6 I Rim:4835.48 CONNECT Td EXISTING 15"
ta.:2+28.07 OFF:O. 0 m �n
'm v----- I +n P I INV IN 12"N I r$�. I �m 3 1 �m 1 1„ I SEWER LINE
� -------------_�__-- im:4836.94-----��NV O11T:4830b�12-'Vµ- I-.� m "�Xr,-'�- ¢---�'-----�+
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Elev. = 4835.863 a w 1 0.40% 42070 I C w u a w I a 1 1 I 1
4836 I I 8.57% I I
- - -- ----------- - - --------- -- --- ------------
E244 07 B" N �------�-----�- - �---- Storm Pipe@0 RT TBC- RT TBC�--�------)----�---F�dRan.MH�1�LT TBC 1 I 1 189 OFF t0.00R" - to - - - - r LT TBC Sta. 4836.80 OFF:0.01
IIl k31' of 18 ADS N17) Storm Pipe @ 0 12 22% I I I I8123.978 S I I 1 I 1 Rim14836.80
4832------1------t------r------(--- -- ------ ---- - ---- ---- --t-- �NuPur46za6na
1 Install 23�' of 18" ADS N12 S�orm Pipe @ 0.12% 1 b6 I I I I
-
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I I I- - - - I I I
MAINTAIN MIN 1P" VERTICAL CLE)4RANCE I 1 I 1
4826 -------Instal1631'of 8"DIP C50 Watertine - ------ - - - - - ___�-_--install 182'of 15"ADS N12 Storm Pipe@0.17%-_ _--1------
San. DROP MH #5� I Install 5T of 12" ADS Install 108' N12 Storm Pipe @ 0.22% ' of 12"ADS N12 Storm Pipe @ 0.22
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Rim:4836.81-----�---_--rt-------r----- - - - - - - ------r------I-_----t------r -- - - - - mating9�of8" -3p343a .2646-- -----r-----
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INV IN:4822.97 8" N
INV OUT:4818.678"E
4824
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UTILITY NOTES:
INSTALL 8" C50 DIP@ 6' MIN. COVER
INSTALL 8" GATE VALVE
INSTALL FIRE HYDRANT PER ISPWC STANDARD
DRAWING NO. SD-404.
INSTALL WATER SERVICE PER ISPWC STANDARD
DRAWING NO. SD-401
INSTALL CURB STOP PER CITY OF REXBURG STANDARD
DETAILS SHEET NO. 13
HOT TAP AND CONNECT TO EXISTING 12" WATER MAIN
INSTALL 8" ASTM D-3034 SAN PIPE PER ISPWC
STANDARDS
INSTALL SANITARY MANHOLE PER ISPWC STD.
DRAWING NO. SD-501
(MM INSTALL SANITARY DROP MANHOLE PER ISPWC STD.
DRAWING NO. SD-504
® INSTALL SANITARY SEWER SERVICE LINES PER ISPWC
STD DRAWINGS SD-511, SD-511A, SD511B.
® INSTALL 21"ASTM D-3034 SAN PIPE PER ISPWC
STANDARDS
EXISTING MANHOLE VERIFY LOCATION & INVERTS &
ADJUST RING ELEVATION AS NEEDED PER PLANS.
INSTALL 12" ADS N12 STORM PIPE PER ISPWC
STANDARDS.
INSTALL 18" ADS N12 STORM PIPE PER ISPWC
STANDARDS.
INSTALL 24" ADS N12 STORM PIPE PER ISPWC
STANDARDS.
® INSTALL 15" ADS N12 STORM PIPE PER ISPWC
STANDARDS.
e 2 INSTALL INLET CATCH BASIN TYPE I PER ISPWC STD
DRAWING SD-601
INSTALL STANDARD CONCRETE CATCH MANHOLE
PER ISPWC STANDARD DWG SD-611
18" MIN VERTICAL SEPERATION BETWEEN
WATER/STORM WATER AND WATER/SEWER
® STORM OUTLET PER ISPWC.
® NOT USED
STUB AND PLUG PIPE
SITE NOTES:
INSTALL STD CURB AND GUTTER PER CITY OF
REXBURG STD. DWG NO. 6
INSTALL SINGLE DIRECTION DEPRESSED CURB
ACCESS PER REXBURG STD. DWG. NO. 7
INSTALL SIDEWALK PER REXBURG STD. DWG NO. 6
® LANDSCAPING
INSTALL STREET LIGHTS PER REXBURG STD. (AMERICAN
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REVISIONS
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INSTALL 8" GATE VALVE AND SIDEWALK o 0.
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m TRANSITION CURB, ASPHALT,
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INSTALL SANITARY MANHOLE PER ISPWC STD. =A:..6s.� �I W:2T.6T
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INSTALL SANITARY DROP MANHOLE PER ISPWC STD. e ° °
DRAWING NO. SD-504 LOT 30
INSTALL SANITARY SEWER SERVICE LINES PER ISPWC
STD DRAWINGS SD-511, SD-511A, SD511B.
INSTALL 21" ASTM D-3034 SAN PIPE PER ISPWC
STANDARDS
st v 4844 1 1 1 1 1 PVI Sta. = 5+85.00
EXISTING MANHOLE VERIFY LOCATION &INVERTS & I I II I I II I Elev.= 4837.8D4
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INSTALL 12"ADS N12 STORM PIPE PER ISPWC 4840------- — --- I_ExisnNOOrouNEN�ASPAAZr----+----------_---------+------ ----- ------+----
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INSTALL 18" ADS N12 STORM PIPE PER ISPWC �9 ILT I I I
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INSTALL 15" ADS N12 STORM PIPE PER ISPWC -------
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soz-t INSTALL INLET CATCH BASIN TYPE I PER ISPWC STD 4828------+------I.- ----+------ �r���ril+Pe--+------ — --- — ----
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SITE NOTES:
m
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DATE: March 5, 2024
REVISIONS
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UTILITY NOTES:
68'
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5.0'
19.5'
19.5'
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9.5' PARKING LANE 1 10.0' TRAFFIC LANE
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INSTALL 8" C50 DIP@ 6' MIN. COVER
1►��r_�r�:IICH_�r:vcw•��
INSTALL FIRE HYDRANT PER ISPWC STANDARD
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INSTALL WATER SERVICE PER ISPWC STANDARD
DRAWING NO. SD-401
INSTALL CURB STOP PER CITY OF REXBURG STANDARD
DETAILS SHEET NO. 13
HOT TAP AND CONNECT TO EXISTING 12" WATER MAIN
INSTALL 8" ASTM D-3034 SAN PIPE PER ISPWC
STANDARDS
INSTALL SANITARY MANHOLE PER ISPWC STD.
DRAWING NO. SD-501
INSTALL SANITARY DROP MANHOLE PER ISPWC STD.
DRAWING NO. SD-504
INSTALL SANITARY SEWER SERVICE LINES PER ISPWC
STD DRAWINGS SD-511, SD-511A, SD511B.
INSTALL 21" ASTM D-3034 SAN PIPE PER ISPWC
STANDARDS
m EXISTING MANHOLE VERIFY LOCATION & INVERTS &
ADJUST RING ELEVATION AS NEEDED PER PLANS.
INSTALL 12" ADS N12 STORM PIPE PER ISPWC
STANDARDS.
INSTALL 18" ADS N12 STORM PIPE PER ISPWC
STANDARDS.
INSTALL 24" ADS N12 STORM PIPE PER ISPWC
STANDARDS.
INSTALL 15" ADS N12 STORM PIPE PER ISPWC
STANDARDS.
INSTALL INLET CATCH BASIN TYPE I PER ISPWC STD
DRAWING SD-601
INSTALL STANDARD CONCRETE CATCH MANHOLE
PER ISPWC STANDARD DWG SD-611
® 18" MIN VERTICAL SEPERATION BETWEEN
WATER/STORM WATER AND WATER/SEWER
® STORM OUTLET PER ISPWC.
® NOT USED
STUB AND PLUG PIPE
SITE NOTES:
INSTALL STD CURB AND GUTTER PER CITY OF
REXBURG STD. DWG NO. 6
INSTALL SINGLE DIRECTION DEPRESSED CURB
ACCESS PER REXBURG STD. DWG. NO. 7
INSTALL SIDEWALK PER REXBURG STD. DWG NO. 6
SEED WITH NATIVE GRASSES PER ISPWC 206.4.1.13.1
VARIES
INSTALL LOOSE RIP RAP 70' BEYONO
PROTECTION APRON END OF CONCRETE PER ISPWC 206.4.1.H.1
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JOB NO:
2016-674
DATE:
March 5, 2024
REVISIONS
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4824 I I I I I I I I
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Install 9T of 8" STM D-3034 Sag Pipe @ 0.40%
I CONNECT TO EXISTING I I I 1
4820 -----imstalt 20'-of21"IASfiM f3-3034 Sakptpa� 2%—I— — — -- MANHOLE. FIELD LOCATE --- — ------------------4------i
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4812 I I I I I
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DATUM ELEV I I I I I
4808.00 Nm
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0+00 1+00 2+00 3+00 4+00 5+00 6+00
UTILITY NOTES:
INSTALL 8" C50 DIP@ 6' MIN. COVER
INSTALL 8" GATE VALVE
INSTALL FIRE HYDRANT PER ISPWC STANDARD
DRAWING NO. SD-404.
ME) INSTALL WATER SERVICE PER ISPWC STANDARD
DRAWING NO. SD-401
INSTALL CURB STOP PER CITY OF REXBURG STANDARD
DETAILS SHEET NO. 13
HOT TAP AND CONNECT TO EXISTING 12" WATER MAIN
INSTALL 8" ASTM D-3034 SAN PIPE PER ISPWC
STANDARDS
G� INSTALL SANITARY MANHOLE PER ISPWC STD.
DRAWING NO. SD-501
INSTALL SANITARY DROP MANHOLE PER ISPWC STD.
DRAWING NO. SD-504
INSTALL SANITARY SEWER SERVICE LINES PER ISPWC
STD DRAWINGS SD-511, SD-511A, SD511B.
INSTALL 21"ASTM D-3034 SAN PIPE PER ISPWC
STANDARDS
EXISTING MANHOLE VERIFY LOCATION & INVERTS &
ADJUST RING ELEVATION AS NEEDED PER PLANS.
INSTALL 12" ADS N12 STORM PIPE PER ISPWC
STANDARDS.
INSTALL 18" ADS N12 STORM PIPE PER ISPWC
STANDARDS.
INSTALL 24" ADS N12 STORM PIPE PER ISPWC
STANDARDS.
® INSTALL 15" ADS N12 STORM PIPE PER ISPWC
STANDARDS.
INSTALL INLET CATCH BASIN TYPE I PER ISPWC STD
DRAWING SD-601
INSTALL STANDARD CONCRETE CATCH MANHOLE
PER ISPWC STANDARD DWG SD-611
18" MIN VERTICAL SEPERATION BETWEEN
WATER/STORM WATER AND WATER/SEWER
STORM OUTLET PER ISPWC.
NOT USED
STUB AND PLUG PIPE
SITE NOTES:
INSTALL STD CURB AND GUTTER PER CITY OF
REXBURG STD. DWG NO. 6
INSTALL SINGLE DIRECTION DEPRESSED CURB
ACCESS PER REXBURG STD. DWG. NO. 7
INSTALL SIDEWALK PER REXBURG STD. DWG NO. 6
LANDSCAPING
INSTALL STREET LIGHTS PER REXBURG STD. (AMERICAN
ELECTRIC LIGHTING MODEL # ATBO 20BLEDE10 MVOLT R3 P7 AO)
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JOB NO:
2016-674
DATE:
March 5, 2024
REVISIONS
DATE
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LEGEND
STORM WATER DRAINAGE
I" AREA TO BE DISTURBED
STABILIZE CONSTRUCTION ENTRANCE/EXIT
COMBINATION STAGING AREA & VEHICLE
EQUIPMENT CLEANING, FUELING AND MAIN.
E — --
- MATERIALS STORAGE AREA &
STOCKPILE MANAGEMENT
-L�-- SILT FENCE OR EROSION EEL
OFFSITE OPERATONS
START DATE END DATE
SEQUENCE OF MAJOR ACTIVITIES
ACTIVITY
START DATE
END DATE
POTENTIAL POLLUTANTS
CHEMICAL MSDS # LOCATION
TO BE FILLED OUT BY CONTRACTOR
JII SEDIMENTATION AREA
CONCRETE WASHOUT
OCHEMICAL STORAGE AREA
ULTRA GUARD INLET PROTECTION
AKA WITCH HAT
EXISTING GROUND CONTOURS
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.
S. 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 DRAINAGE SWALES 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.
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JOB NO:
2016-674
DATE: March 5, 2024
REVISIONS
DATE
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SHEET NO.
12
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SHEETS
WOOD POSTS 4'-0" MIN.
LENGTH 2'-0" MIN.
DEPTH IN GROUND
GEOTEXTILE FABRIC
ONLY
BACKFILLAND
COMPACTTRENCH
WITH EXCAVATED SOIL.
ATTACH THE FABRIC TO THE
POSTS WITH WIRE STAPLES
OR WOODEN LATH AND NAILS.
SILT FENCE
NOT TO SCALE
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 A COMPACT TRENCH WITH EXCAVATED SOIL
WOOD POSTS SHALL BE A MINIMUM SIZE OF 1 118"X 1 Ila" OAK OR
HICKORY.
fQ0OT°a
TRUCK WASHOUT n
NOT TO SCALE
(SHOUT AREA MUST BE
VCLOSED W/ SILT FENCE
'ROVIDE BERM AROUND
VASHOUT AREA
3"<" TOP DRESSING OF 2" STONE
N MPOp
PiGEPt 55 1ST , P°�E
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6"-0"COMPACTED.
FRACTURED STONE.
BALLAST DETAIL
PROPOSED SIDEWALK
v
TOTAL 9"-12" OF
COMPACTEDSTONE
PROPOSED + + + + +
+ + +
SIDEWALK + + + +
++ +zl_
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
MAIL BOX
NOT TO SCALE
PRESSURE
NOTES
1. MAILBOX SHALL CONTAIN AT ALL TIMES:
A) CITY APPROVED CONSTRUCTION PLANS
B) DEG APPROVED CONSTRUCTION PLANS
C) ANY SITE WSPECTON FORMS
2. MAILBOX SHALL BE LOCKED AT ALL TIMES
SEE BALLAST DETAIL
F-1)
EEL JOINT OSi�
WRAP
VELCRO
STRIP —
TIE -STRING
END OF EEL
SEWN END OF
ADJACENT
EEL
r TIE -STRING
END OF EEL
i
SEAM
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EROSION EEL
DETAIL El-B1: EEL JOINT WRAP
N.T.S.
EEL JOINT WRAP
SECURED TIGHTLY
AROUND JOINT USING
VELCRO STRIP.
SECURE ENDS OF
STAKES AS DIRECTED
FLOW FLOW
ANCHOR LOOP
(4 PER 10 FT. BAG).
1
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EROSION EEL'm
EROSION EEL
OVERLAP/JOINT DETAIL
SHEET FLOW
INSTALL EROSION EELSn
PARALLEL TO THE SLOPE
CONTOURS. PLACE 100 ft.
OF EROSION EELS ° FOR
EVERY 0.25 ACRE
DRAINAGE AREA.
EEL BUTT JOINT
EROSION EEL"'
BUTT ENDS OF EEL
TOGETHER AND JOIN
TIGHTLY WITH JUNCTION
WRAP (PER DETAIL El-B1
THIS SHEET).
DETAIL El-B: INTERCEPTING SHEET FLOW
PERPENDICULAR TO FLOW PATH - PLAN VIEW
SEWN SEAM TIE STRING
EDGE END OF EEL
iii,iiv
VTO FORM BUTT JOINT,
PRESS TIED END OF EEL
AGAINST SEWN EDGE OF
ADJACENT EEL.
EROSION EEL
GENERAL NOTES: DETAIL El-B1
1. EROSION EELS USED IN PERIMETER CONTROL APPLICATIONS SHALL HAVE A SPECIFICATION MIXTURE 1.1 OR 1.2.
a. MIXTURE SPECIFICATION 1.1. A FILTER MIXTURE COMPRISED OF 50% SHREDDED RUBBER AND 50% WOOD CHIP PARTICLES BY VOLUME. THE SHREDDED RUBBER SHALL
BE WASHED AND PROCESSED TO REMOVE MOST, IF NOT ALL, METAL COMPONENTS. THE RUBBER SHALL BE DERIVED FROM RECYCLED TIRES AND SHALL BE SHREDDED
TO PRODUCE A MAXIMUM PARTICLE SIZE OF +/- 3/4 INCH. THE WOOD CHIPS SHALL BE PRODUCED FROM HARDWOOD TREES AND SHALL CONFIRM TO AASHTO
CERTIFICATION SPECIFICATION MP 9-03.
b. MIXTURE SPECIFICATION 1.2. A FILTER MIXTURE COMPRISED OF 1/3 SHREDDED RUBBER, 1/3 WOOD CHIPS, AND 113 RECYCLED SYNTHETIC FIBERS. THE SHREDDED
RUBBER SHALL BE WASHED AND PROCESSED TO REMOVE MOST, IF NOT ALL, METAL COMPONENTS. THE RUBBER SHALL BE DERIVED FROM RECYCLED TIRES AND
SHALL BE SHREDDED TO PRODUCE A MAXIMUM PARTICLE SIZE OF +/- 3/4 INCH. THE WOOD CHIPS SHALL BE PRODUCED FROM HARDWOOD TREES AND SHALL
CONFIRM TO AASHTO CERTIFICATION SPECIFICATION MP 9-03. THE SYNTHETIC FIBERS SHALL BE PRODUCED FROM RECYCLED, MANUFACTURED MATERIALS, SUCH AS,
BUT NOT LIMITED TO, PRE -CONSUMER SCRAP CARPET, TIRE CHORD, AND TIRE FIBER MATERIALS.
2. EROSION EELS SHALL BE MANUFACTURED FROM A WOVEN GEOTEXTILE COVERING WITH INTERIOR FILTER MATERIALS SUCH AS 100% SHREDDED RUBBER (MIXTURE
SPECIFICATION 1.0, 50% SHREDDED RUBBER/50% AASHTO-CERTIFIED WOOD CHIPS (MIXTURE SPECIFICATION 1.1).
3. LENGTHS OF EROSION EELS SHALL BE EITHER A NOMINAL +/-10 FT. OR +/- 4.5 FT. NOMINAL DIAMETER SHALL BE +/-9.5 INCHES.
4. EROSION EELS CAN BE PLACED AT THE TOP, ON THE FACE, OR AT THE TOE OF SLOPES TO INTERCEPT RUNOFF, REDUCE FLOW VELOCITY, RELEASE THE RUNOFF AS SHEET
FLOW AND PROVIDE REMOVAL OF SEDIMENT FROM THE RUNOFF.
5. EROSION EELS- SHALL BE INSTALLED ALONG THE GROUND CONTOUR, AT THE TOE OF SLOPES, AT AN ANGLE TO THE CONTOUR TO DIRECT FLOW AS A DIVERSION BERM,
AROUND INLET STRUCTURES, IN A DITCH AS A CHECK DAM TO HELP REDUCE SUSPENDED SOLIDS LOADING AND RETAIN SEDIMENT, OR AS A GENERAL FILTER FOR ANY
DISTURBED SOIL AREA.
6, NO TRENCHING IS REQUIRED FOR INSTALLATION OF EROSION EELS
7. PREPARE BED FOR EEL INSTALLATION BY REMOVING ANY LARGE DEBRIS INCLUDING ROCKS, SOIL CLODS. AND WOODY VEGETATION. EROSION EELS CAN ALSO BE PLACED
OVER PAVED SURFACES INCLUDING CONCRETE AND ASPHALT WITH NO SURFACE PREPARATION REQUIRED. -
8. RAKE BED AREA WITH A HAND RAKE OR BY DRAG HARROW.
9. DO NOT PLACE EEL DIRECTLY OVER RILL AND GULLIES UNTIL AREA HAS BEEN HAND -EXCAVATED AND RAKED TO PROVIDE A LEVEL BEDDING SURFACE. ALL SURFACES
SHALL BE UNIFORMLY COMPACTED FOR MAXIMUM SEATING OF EELS IN PLACE.
M FOR LOCATIONS WHERE EELS WILL BE PLACED IN CONCENTRATED FLOWS (SUCH AS CHECK DAMS, INLET PROTECTION) AND FOR PERIMETER CONTROLS AT PRIMARY DISCHARGE
LOCATIONS, BED THE EELS IN A FLOCMAT CRADLE PER THE DETAILED DRAWINGS.
11, FOR DITCH APPLICATIONS; THE MAXIMUM DRAINAGE AREA SHALL BE 10 ACRES.
12. IF MORE THAN ONE EROSION EEL IS PLACED IN A ROW,THE EELS SHALL BE OVERLAPPED MINIMUM OF 12 INCHES TO PREVENT FLOW AND SEDIMENT FROM PASSING
THROUGH THE FIELD JOINT. COMPRESS THE TWO EELS OF THE OVERLAP TIGHTLY TOGETHER EITHER BY HAND OR MANUFACTURER -APPROVED MECHANIZED MEANS.
13. WHEN USED IN DITCHES AS A CHECK DAM, EROSION EELS SHALL BE INSTALLED PER MANUFACTURER'S DETAILS.
14, FOR CHECK DAM APPLICATIONS, EROSION EELS SHALL BE PLACED PERPENDICULAR TO THE FLOW OF THE WATER. EROSION EELS SHALL CONTINUE UP THE SIDES SLOPES A
MINIMUM OF 3 FEET ABOVE THE DESIGN FLOW DEPTH.
15. EROSION EELS SHALL REMAIN IN PLACE UNTIL FULLY ESTABLISHED VEGETATION HAS COMPLETELY DEVELOPED OR UNTIL THE STORAGE CAPACITY/FUNCTIONAL LIFE OF THE
EEL HAS BEEN EXHAUSTED (REQUIRING REPLACEMENT WITH NEW EELS).
16. ANCHORING POSTS FOR CHECK DAM APPLICATIONS SHALL HAVE A MINIMUM WEIGHT OF 1.25 LBS/FT STEEL T-POSTS (5 TO 7 FT. LENGTHS) ROLLED FROM HIGH CARBON
STEEL. POSTS SHOULD BE HOT -DIP GALVANIZED OR COATED WITH A WEATHER -RESISTANT PAINT FOR STEEL APPLICATION. POSTS SHOULD BE EQUIPPED WITH A METAL
ANCHOR PLATE. INSTALL PER DETAILS ON THIS SHEET.
17. PLACE T-POSTS THROUGH HANDLE OF BAGS. DO NOT DRIVE POSTS THROUGH EROSION EELS . T-POSTS ARE TO BE EMBEDDED A MINIMUM OF 2 FT INTO GROUND.
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DRAWN BY
DESIGN BY
CHECK BY
RLR
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DK
JOB NO:
2016-674
DATE: March 5, 2024
REVISIONS
DATE
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SHEET NO
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13
OF
SHEETS