HomeMy WebLinkAboutINFRASTRUCTURE Rev 2 5.18.26 - 26-00283 - Quicksilver - 224 N 3rd W - Plat Amendment-Reviewed-Approved (1) (1)Author Name Author Email Author Phone No.:
Katie Saurey katie.saurey@rexburg.org 208-372-2167
Stan Crittenden stan.crittenden@rexburg.org 208-372-2314
Joel Gray joel.gray@rexburg.org 208-372-2331
Kyle Baldwin kyle.baldwin@rexburg.org 208-372-2164
Description :
Address : 230 N 3rd W
Record Type : New Single Family Residence
Document Filename : INFRASTRUCTURE Rev 2 5.18.26 - 26-00283 - Quicksilver - 224 N 3rd W - Plat Amendment.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 26-00282
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
C-05 Stamp Stan Crittenden : Fire Open 6 Approved - Fire Dept
Responses Stamp Kyle Baldwin : P&Z Open 1 Approved - Planning and Zoning
Responses Stamp Katie Saurey : P&Z Open 1 Plan Received
C-05 Stamp Kyle Baldwin : P&Z Open 6 Approved - Planning and Zoning
L1.0 Stamp Kyle Baldwin : P&Z Open 13 Approved - Planning and Zoning
L1.0 Callout Kyle Baldwin : P&Z Open 13 Be mindful of sight triangle when placing trees.
C-05 Stamp Joel Gray : PW Open 6 Approved - Public Works
New Single Family Residence
Approval of plans does not constitute approval of variance from code
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Author Name Author Email Author Phone No.:
Katie Saurey katie.saurey@rexburg.org 208-372-2167
Stan Crittenden stan.crittenden@rexburg.org 208-372-2314
Joel Gray joel.gray@rexburg.org 208-372-2331
Alan Parkinson alan.parkinson@rexburg.org 208-372-2165
Description :
Address : 230 N 3rd W
Application Type :
Document Filename : INFRASTRUCTURE Rev 1 4.30.26 - 26-00283 - Quicksilver - 224 N 3rd W - Plat Amendment.pdf Array
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Revisions Required
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
C-05 Callout Alan Parkinson : P&Z Open 7 Need landscape plans for street landscape strip and screening
for parking
C-06 Callout Joel Gray : PW Open 8 Water service must be continuous from main line to meter. No
splicing allowed.
C-06 Callout Joel Gray : PW Open 8 Last dumpster unable to be serviced. Need 15 ft clear in front
(south).
# 26-00282
New Single Family Residence
Please digitally re-submit all pages of the plan set in response to requested revisions
for our next review cycle, with noted items resolved.
Report Date: 05-11-2026 12:41:39
Approval of plans does not constitute approval of variance from code
Page 1 of 1
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Landscape plan has been
included.
Note has been added.
15' clearance has been added.
BEAR LAKE
FRANKLIN
ONEIDA
MALAD CITY
PRESTON
PARIS
CARIBOU
SODA
SPRINGS
B
A
N
N
O
C
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POCATELLO
POWER
CASSIA
TWIN FALLS
JEROME
LINCOLNGOODING
ELMORE
CAMAS
OWYHEE
ADA
CANYON
BOISE
GEM
PAYETTE
WASHINGTON
ADAMS
VALLEY
CUSTER
BLAINE
MIN
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D
O
K
A
BINGHAM
BONNEVILLE
JEFFERSON
BUTTE
MADISON TETON
FREMONT
CLARK
LEMHI
IDAHO
LEWIS
NEZ PERCE
CLEAR WATER
LATAH
BENEWAH
SHOSHONE
KOOTENAI
BONNER
BOUNDARY
BURLEY
RUPERT
JEROME
GOODING SHOSHONE
TWIN FALLS
MURPHY
BOISE
CALDWELL
IDAHO CITY
EMMETT
WEISER
PAYETTE
COUNCIL
CASCADE
CHALLIS
ARCO
BLACKFOOT
IDAHO FALLS
RIGBY
REXBURG
ST ANTHONY
DRIGGS
DUBOIS
SALMON
GRANGEVILLE
NEZ PERCE
LEWISTON
OROFINO
MOSCOW
ST MARIES
WALLACE
COEUR D'ALENE
SANDPOINT
BONNERS FERRY
AMERICAN
FALLS
MOUNTAIN HOME
HAILEY
FAIRFIELD
SITE MAP
VICINITY MAP
STATE MAP
PRELIMINARY FOR
REVIEW ONLY
SURVEY NOTE:
This site plan is designed to conform with an actual survey that was
performed on the ground by a land surveyor licensed by the State of
Idaho. The boundary lines of the survey are shown hereon with bearings
and distances. It is the owner's/developer's responsibility to construct all
structures shown on this site plan in accordance with said survey.
C-11Date:
CONNECT ENGINEERING
APPROVAL SIGNATURES:
of
DEVELOPMENT DRAWINGS FOR:SHEET NO.
PLOT DATE: 5/18/2026 4:20 PM
Date:
QUICKSILVER
REXBURG, ID
REXBURG, ID C-01
CONNECTENGINEERING
CIVIL ENGINEERING / SURVEYING / CONSTRUCTION
IDAHO FALLS / CHUBBUCK
208-881-0081
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SITE PLAN FOR: QUICKSILVER
W 2ND N
N
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W 2ND N
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W MAIN ST
REXBURG, ID
Sheet List Table
Sheet Number Sheet Title
C-01 COVER
C-02 NOTES
C-03 REFERENCE SHEET
C-04 EXISTING CONDITIONS
C-05 SITE OVERVIEW
C-06 SITE GRADING PLAN
C-07 STORM WATER
C-08 CENTER LINE STA 1+00 TO STA 5+80
C-09 ADS AREA 3 SC-800 DETAILS
C-10 BEST MANAGEMENT PRACTICES
C-11 BEST MANAGEMENT DETAILS
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
SPARKLIGHT
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 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 and any existing survey monumentation protection. Contractor or Owner is responsible
to refresh/replace any monumentation that was existing.
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.
29.Plans are intended to be printed in color for added clarity of design.
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.
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 clas 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
sheet 5. 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 ensure 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.
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.
CHECK BYDRAWN BY
JOB NO:
OFSHEET
BDJCAM
SHEET NAME:
PROJECT:
LOCATION:
2020-060
DATEREVISIONS
NOTES
QUICKSILVER
REXBURG,ID
C-11
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:
VERTICAL EXAGGERATION:
PROJECT CONTACT:
BLAKE JOLLEY
CONNECT ENGINEERING
208-881-0081
DATE:May 18, 2026
24" X 36" (ARCH D)
N/A C-02
PRELIMINARY FOR
REVIEW ONLY
CONSTRUCTION LAYOUT AND STAKES
1.Contractor is responsible for preserving integrity of horizontal and vertical controls established by Engineer/RPR. In case of
negligence on the part of the Contractor or their employees, resulting in the destruction of any horizontal and vertical control,
the resulting costs will be deducted as a liquidated damage against the Contractor.
REFERENCES
NOTE:
NOT ALL HATCHES, LINETYPES,
REFERENCES, AND SYMBOLS ON THIS
SHEET ARE INCLUDED IN THIS PLAN SET.
100-1 RETAIN AND PROTECT
403-1 FIRE HYDRANT-DETAIL PER ISPWC AND CITY OF
REXBURG SUPPLEMENTAL SPECIFICATIONS TO THE
ISPWC PER ISPWC SD-404
402-6 INSTALL 6" WATER VALVE PER ISPWC AND CITY OF REXBURG
SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC.
PER ISPWC SD - 406
404-1.5 INSTALL 1.5" WATER SERVICE WITH METER PIT INCLUDING
METER PER ISPWC AND CITY OF REXBURG SUPPLEMENTAL
SPECIFICATIONS TO THE ISPWC. PER ISPWC SD-402 AND
REXBURG STANDARD DRAWING.
501-8 INSTALL 8" SDR 35 SANITARY SEWER PIPE @ 0.4% MIN.
502-1 INSTALL 4' SS MH PER ISPWC SD-501
504-4 INSTALL 4" SDR 35 SANITARY SEWER SERVICE @ 2% MIN SLOPE
TO EASEMENT PER ISPWC-511
601-12 INSTALL 12" ADS N 12 STORM PIPE @ 0.22% MIN SLOPE
602-1
INSTALL INFILTRATION STRUCTURE PER DETAIL SHEET C-03
602-2 INSTALL CATCH BASIN TYPE I PER ISPWC SD-601
706-11 INSTALL 3" ROLLED CURB AND GUTTER PER ISPWC DETAIL
SD-702
706-R1 INSTALL ADA PEDESTRIAN RAMP W/DETECTABLE WARNING DOMES
PER CITY OF REXBURG STANDARD SHEET 7
706-T1 INSTALL TRASH ENCLOSURE PER CITY OF REXBURG STANDARD
SHEETS 11 AND 12
706-F1 INSTALL 1' FLUSH CURB PER DETAIL THIS SHEET
602-3
INSTALL SD MANHOLE TYPE A WITH REGULAR LID PER
ISPWC-612
RETAIN AND PROTECT
EARTHWORK
402-8 INSTALL 8" WATER VALVE PER ISPWC AND CITY OF REXBURG
SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC.
PER ISPWC SD - 406
402-12 INSTALL 12" WATER VALVE PER ISPWC AND CITY OF REXBURG
SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC.
PER ISPWC SD - 406
404-1 INSTALL 1" WATER SERVICE WITH METER PIT INCLUDING METER
PER ISPWC AND CITY OF REXBURG SUPPLEMENTAL
SPECIFICATIONS TO THE ISPWC. PER ISPWC SD-401 AND
REXBURG STANDARD DRAWING.
SEWER
501-12 INSTALL 12" SDR 35 SANITARY SEWER PIPE @ 0.22% MIN.
STORM
CONCRETE
505-6 INSTALL 6" C-900 PRESSURIZED SANITARY SEWER
1102-1 INSTALL STREET LIGHT PER CITY OF REXBURG STANDARD DETAIL
SHEETS 9 AND 10
TRAFFIC SIGNAL AND
STREET LIGHTING
1103-1 INSTALL STOP SIGN AND STREET SIGNS PER MUTCD STD.
404-2 INSTALL 2" WATER SERVICE WITH METER PIT INCLUDING METER
PER ISPWC AND CITY OF REXBURG SUPPLEMENTAL
SPECIFICATIONS TO THE ISPWC. PER SD-402 AND REXBURG
STANDARD DRAWING
706-A1 INSTALL CONCRETE COMMERCIAL APPROACH PER CITY OF REXBURG
DETAIL SHEET 7
706-S1 INSTALL 4" CONCRETE SIDEWALK PER ISPWC SD-709
506-6.90 INSTALL 6" 90° PRESSURE SEWER BEND WITH THRUST BLOCK PER
ISPWC SD - 403
601-36 INSTALL 36" ADS N 12 STORM PIPE @ 0.05% MIN SLOPE
INSTALL INFILTRATION MANHOLE PER CITY OF REXBURG
INFILTRATOR DETAIL
602-4
200-1 SAW-CUT LINE AND ASPHALT REMOVAL AND UTILITY TRENCH
PER CITY OF REXBURG TRENCH DETAIL SHEET 8
401-8 INSTALL 8" WATER PIPE C-50 DI @ 5' MINIMUM COVER
PER ISPWC AND CITY OF REXBURG SUPPLEMENTAL
SPECIFICATIONS TO THE ISPWC.
401-6 INSTALL 6" WATER PIPE C-50 DI @ 5' MINIMUM COVER
PER ISPWC AND CITY OF REXBURG SUPPLEMENTAL
SPECIFICATIONS TO THE ISPWC.
401-8.90 INSTALL 8" 90° BEND WITH THRUST BLOCK PER ISPWC SD - 403
401-8.8.6 INSTALL 8"x8"x6" TEE WITH THRUST BLOCK PER ISPWC SD - 403
401-8.6 INSTALL 8" TO 6" C50-DI REDUCER WITH THRUST BLOCK PER ISPWC
SD - 403
WATER
401-10 INSTALL 10" WATER PIPE C-50 DI @ 5' MINIMUM COVER
PER ISPWC AND CITY OF REXBURG SUPPLEMENTAL
SPECIFICATIONS TO THE ISPWC.
401-12 INSTALL 12" WATER PIPE C-50 DI @ 5' MINIMUM COVER
PER ISPWC AND CITY OF REXBURG SUPPLEMENTAL
SPECIFICATIONS TO THE ISPWC.
401-8.8.8 INSTALL 8"x8"x8" TEE WITH THRUST BLOCK PER ISPWC SD - 403
401-6.6.6 INSTALL 6"x6"x6" TEE WITH THRUST BLOCK PER ISPWC SD - 403
401-12.12.12 INSTALL 12"x12"x12" TEE WITH THRUST BLOCK PER ISPWC SD - 403
401-6.90 INSTALL 6" 90° BEND WITH THRUST BLOCK PER ISPWC SD - 403
401-6.11 INSTALL 6" 11.25° BEND WITH THRUST BLOCK PER ISPWC SD - 403
401-6.22 INSTALL 6" 22.5° BEND WITH THRUST BLOCK PER ISPWC SD - 403
401-6.45 INSTALL 6" 45° BEND WITH THRUST BLOCK PER ISPWC SD - 403
401-8.11 INSTALL 8" 11.25° BEND WITH THRUST BLOCK PER ISPWC SD - 403
401-8.22 INSTALL 8" 22.5° BEND WITH THRUST BLOCK PER ISPWC SD - 403
401-8.45 INSTALL 8" 45° BEND WITH THRUST BLOCK PER ISPWC SD - 403
401-12.12.6 INSTALL 12"x12"x6" TEE WITH THRUST BLOCK PER ISPWC SD - 403
401-12.12.8 INSTALL 12"x12"x8" TEE WITH THRUST BLOCK PER ISPWC SD - 403
407-18 MAINTAIN MINIMUM 18" VERTICAL SEPARATION DISTANCE
BETWEEN POTABLE AND NON-POTABLE WATER LINES OR
FOLLOW PIPE AND SLEEVING REQUIREMENTS AS OUTLINED IN
ISPWC STD. DWG. SD-407.
PRESSURE IRRIGATION
INSTALL 4" PRESSURIZED IRRIGATION LINE PVC C-900 @ 3' MIN COVER901-4
INSTALL 6" PRESSURIZED IRRIGATION LINE PVC C-900 @ 3' MIN COVER901-6
INSTALL 8" PRESSURIZED IRRIGATION LINE PVC C-900 @ 3' MIN COVER901-8
INSTALL 4" 11.25° PRESSURE IRRIGATION BEND WITH THRUST BLOCK
PER ISPWC SD-403
901-4.11
INSTALL 4" 22.5° PRESSURE IRRIGATION BEND WITH THRUST BLOCK
PER ISPWC SD-403
901-4.22
INSTALL 4"x4"x4" PRESSURE IRRIGATION TEE WITH THRUST BLOCK
PER ISPWC SD-403
901-4.4.4
INSTALL 6"x6"x4" PRESSURE IRRIGATION TEE WITH THRUST BLOCK
PER ISPWC SD-403
901-6.6.4
INSTALL 6" 11.25° PRESSURE IRRIGATION BEND WITH THRUST BLOCK
PER ISPWC SD-403
901-6.11
INSTALL 8" 11.25° PRESSURE IRRIGATION BEND WITH THRUST BLOCK
PER ISPWC SD-403
901-8.11
INSTALL 8" x 6" PRESSURE IRRIGATION REDUCER WITH THRUST
BLOCK PER ISPWC SD-403
901-8.6
INSTALL 6" x 4" PRESSURE IRRIGATION REDUCER WITH THRUST
BLOCK PER ISPWC SD-403
901-6.4
INSTALL 8"x8"x4" PRESSURE IRRIGATION TEE WITH THRUST BLOCK
PER ISPWC SD-403
901-8.8.4
INSTALL 8"x8"x8" PRESSURE IRRIGATION TEE WITH THRUST BLOCK
PER ISPWC SD-403
901-8.8.8
INSTALL 4" VALVE PER ISPWC SD - 406902-4
INSTALL 6" VALVE PER ISPWC SD - 406902-6
INSTALL 8" VALVE PER ISPWC SD - 406902-8
INSTALL 1" IRRIGATION SERVICE WITH VALVE BOX PER REXBURG
STANDARD DRAWING SHEET 13
903-1
706-V1 INSTALL VALLEY GUTTER PER CITY OF REXBURG STANDARD SHEET 7
LEGEND
PROPOSED CATCH BASIN
PROPOSED FIRE HYDRANT
EXIST. LIGHT POLE
PROPOSED VALVE
EXIST. SANITARY SEWER MANHOLE
EXIST. CURB & GUTTER
BOUNDARY LINE
GRADE BREAK
SAW CUT
STREET RIGHT-OF-WAY (ROW)
EASEMENT LINE
EXIST. FENCE LINE
EXIST. SANITARY SEWER LINE
EXIST. WATERLINE
EXIST. SANITARY SEWER SERVICE
EXIST. WATER SERVICE
EXIST. OVERHEAD POWER
EXIST. OVERHEAD TELEPHONE
EXIST. GAS SERVICE
EXIST. MAJOR CONTOUR
EXIST. MINOR CONTOUR
PROPOSED CONCRETE SIDEWALK
PROPOSED ASPHALT
PROPOSED LANDSCAPING
PROPOSED BUILDINGS
EXISTING ASPHALT
PROPOSED STORM DRAIN MANHOLE
EXIST. STORM DRAIN LINE
EXIST. POWER POLE
PROPOSED SANITARY SEWER MANHOLE
PROPOSED POWER POLE
EXIST. STORM DRAIN MANHOLE
PROPOSED STREET LIGHT
EXIST. FIRE HYDRANT
EXIST. VALVE
LOT LINE
CENTERLINE OF ROAD
EXIST. CATCH BASIN
EXIST. UNDERGROUND POWER
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER LINE
PROPOSED WATERLINE
PROPOSED OVERHEAD POWER
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED UNDERGROUND POWER
PROPOSED FENCE LINE
PROPOSED STORM DRAIN LINE
PROPOSED SANITARY SEWER SERVICE
PROPOSED WATER SERVICE
ACRONYMS
CHECK BYDRAWN BY
JOB NO:
OFSHEET
BDJCAM
SHEET NAME:
PROJECT:
LOCATION:
2020-060
DATEREVISIONS
REFERENCE SHEET
QUICKSILVER
REXBURG,ID
C-11
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:
VERTICAL EXAGGERATION:
PROJECT CONTACT:
BLAKE JOLLEY
CONNECT ENGINEERING
208-881-0081
DATE:May 18, 2026
24" X 36" (ARCH D)
N/A
BTM BOTTOM
BW BOTTOM OF WALL
CB STORM DRAIN CATCH BASIN
EG EDGE OF GRAVEL
EOA EDGE OF ASPHALT
EOC EDGE OF CONCRETE
FF FINISH FLOOR
FG FINISH GRADE
GB GRADE BREAK
HP HIGH POINT
INV IN INVERT IN
INV OUT INVERT OUT
L LEFT
LP LOW POINT
OFF OFFSET
NTS NOT TO SCALE
PC POINT OF CURVATURE
PI POINT OF INTERSECTION
PUD PLANNED UNIT DEVELOPMENT
PUE PUBLIC UTILITY EASEMENT
PVI POINT OF VERTICAL
INTERSECTION
R RIGHT
SDMH STORM DRAIN MANHOLE
SF SQUARE FEET
SSMH SANITARY SEWER MANHOLE
STA STATION
SW SIDEWALK
TBC TOP BACK OF CURB
TSW TOP OF SIDEWALK
TW TOP OF WALL
TOC TOP OF CONCRETE
TOA TOP OF ASPHALT
VG FL VALLEY GUTTER FLOW LINE
C-03
PRELIMINARY FOR
REVIEW ONLY
RESIDENTIAL / LIGHT COMMERCIAL
ASPHALT PARKING LOT SECTION
4" DEPTH CRUSHED 3 4" MINUS
AGGREGATE LEVELING COURSE
COMPACTED TO 95% ASTM D698
12" DEPTH UNCRUSHED
AGGREGATE SUBBASE COURSE
COMPACTED TO 95% ASTM D698
SUBGRADE EARTH COMPACTED
TO 95% ASTM D698
2-1/2" DEPTH ASPHALT PLANT MIX
1.00'
1.00'
12
.
5
0
"
11
.
7
5
"
12.50"
11.375"
DUCTILE IRON "SNOWFLAKE" GRATE
PPE BASIN ISOMETRIC VIEW
PPE BASIN TOP VIEW PPE BASIN SIDE VIEW
LANDSCAPE DRAIN DETAILS
VODALAND 12" X 12" DUCTILE CAST IRON
N.T.S.
2.00'2.00'
2.00'
NATIVE MATERIAL
INSTALL PERMEABLE GRAVEL
INFILTRATION HOLE TO BE DRILLED AT
THE BOTTOM OF ALL STRUCTURES.
PLAN VIEW
SCALE:38"= 1'-0"
6' HIGH SOLID PRIVACY FENCE
MUST BE ATTACHED TO CONCRETE PAD
AS APPROVED BY CITY ENGINEER.
PRIVACY MATERIALS INCLUDE: STONE,
MASONRY BLOCK, WOOD, VINYL, OR
CHAIN LINK FENCING WITH SLATS.
6" THICK
CONCRETE PAD
SL
O
P
E
P
A
D
1%
M
A
X
2'-0" CLEAR2'-0" CLEAR
NTS 2'-0" CLEAR 2'-0" CLEAR
6'
-
0
"
M
I
N
I
M
U
M
I
N
S
I
D
E
D
I
M
E
N
S
I
O
N
2"
C
L
E
A
R
TY
P
I
C
A
L
8" CLEAR
TYPICAL
SCHEDULE 40-4"Ø STEEL BOLLARDS
4'-0" ABOVE GROUND 3'-0" BELOW
GROUND SET IN
CONCRETE (TYPICAL 6 PLACES)
2'-0"CLEAR
NTS
6'
-
0
"
M
I
N
I
M
U
M
I
N
S
I
D
E
D
I
M
E
N
S
I
O
N
2"
C
L
E
A
R
TY
P
I
C
A
L
8" CLEAR
TYPICAL
1'
-
0
"
TY
P
NOTES:
Containers shall not be placed in an
enclosure without proper inspection and
approval of by the City.
Development dumpster guidelines:
One dumpster/pickup per week for:
1.for every 25 beds for dormitory
housing
2.for every 10 doors for 2-bedroom
community housing
3.for every 7 doors for 3-bedroom
community housing
Enclosure placement:
1.a minimum of 30' distance from storm
drain or drainage area
2.not in right of way
3.not located over/under utilities
4.cannot obstruct the sight triangle
5.if the enclosure has gates, they must
be operable at a minimum of 180° and
opened by tenant
Maneuvering area:
1.All access areas shall be a minimum
unobstructed width of 20 feet, 65 feet
in length and 16 feet in height. The
maximum deviation from the access
path to the enclosure shall be 30˚.
Outside turning radii in these areas
shall be a minimum of 45 feet. At no
time shall a collection vehicle be
required to back while turning for
more than 50 feet while on the
property or be required to back out
into or in from a public right-of-way.
In such cases, a tee or circle
turnaround that meets the minimum
standards will be required. In all
cases, approach design should
facilitate a looping or circle
ingress/egress path that avoids
necessity of collection vehicle having
to conduct backing maneuvers as
much as possible.
2.No parking will be allowed in the
maneuvering area.
Exemptions:
The Solid Waste Manager or designee shall
have authority to designate location, in
circumstances where a dumpster and/or the
screen that cannot be located upon a
particular site, do to special circumstances
and areas that are wholly impractical so as
to conform with these requirements.
32'-0" MIN INSIDE DIMENSION
5'-4"5'-4"5'-4"5'-4"
4'
-
5
1
4"
INCOMING 18" PERF PIPE
OUTGOING 24" EXISTING STORM PIPE
4.00'
TYPICAL MANHOLE
STANDARD MANHOLE COVER
INVERT IN: 4726.59'
2.
0
0
'
SU
M
P
3.00'
BORE HOLE IN BOTTOM
OF MANHOLE
1.
0
0
'
1.00'
4" PVC PERFORATION HOLES
APPROX. 1'-0" O.C.
ROWS APPROX. 10" O.C.
(STAGGERED) IN SUMP
INVERT OUT: 4728.61'
48" INFILTRATION STRUCTURE
SCALE 1"=1'
NOTE: STRUCTURE
CAN BE PRECAST
COARSE ROCK BACKFILL
2" MIN.-6" MIN.
1. GRADE AND ALIGNMENT SEE GRADING PLAN ON
INDIVIDUAL SHEETS.
2. BASE: 4-INCH COMPACTED DEPTH OF 3/4-INCH
MINUS CRUSHED AGGREGATE BASE MATERIAL,
PLACE AS SPECIFIED AND PAID UNDER
SECTION-802 ISPWC; COMPACTED TO EXCEED 95%
OF STANDARD PROCTOR; A MINIMUM WIDTH OF
3-FEET TO GRADE, PRIOR TO SETTING CURB
FORMS.
3. 1/2-INCH PREFORMED EXPANSION JOINT
MATERIAL (AASHTO M 213) AT TERMINAL POINT OF
RADII.
4. CONTINUOUS PLACEMENT PREFERRED, SCORE
INTERVALS 10-FEET MAXIMUM SPACING.
NTS
1.0'
ASHPALT
0.33'
1.0'
FLUSH CURB
N0
°
1
5
'
0
3
"
W
16
5
.
0
3
'
N89° 43' 48"E
429.99'
S0
°
1
5
'
0
6
"
E
16
5
.
0
8
'
S89° 44' 10"W
430.00'
Control Point and Benchmark Table
Point #
1
2
3
Elevation
4866.66
4866.81
4865.54
Northing
789116.26
788951.20
788949.21
Easting
755397.29
755398.02
754968.06
Description
5RBR_PLS13856
5RBR_PLS13856
5RBR_PLS13856
PRELIMINARY FOR
REVIEW ONLY
CHECK BYDRAWN BY
JOB NO:
OFSHEET
BDJCAM
SHEET NAME:
PROJECT:
LOCATION:
2020-060
DATEREVISIONS
EXISTING CONDITIONS
QUICKSILVER
REXBURG,ID
C-11
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:
VERTICAL EXAGGERATION:
PROJECT CONTACT:
BLAKE JOLLEY
CONNECT ENGINEERING
208-881-0081
DATE:May 18, 2026
24" X 36" (ARCH D)
N/A C-04
N
3
R
D
W
CONTROL POINT 3
EXISTING STORM POND
TO BE REMOVED
EXISTING STORM POND
TO BE REMOVED
EXISTING STORM MAIN
TO BE REMOVED
EXISTING STORM MAIN
TO BE REMOVED
EXISTING STRUCTURE
TO BE REMOVED
EXISTING STRUCTURE
RETAIN AND PROTECT
EXISTING STRUCTURE
RETAIN AND PROTECT
EXISTING APPROACH AND SIDEWALK
RETAIN AND PROTECT
EXISTING DI C-50 WATER MAIN
RETAIN AND PROTECT
CONTRACTOR TO VERIFY
LOCATION
EXISTING WATER MAIN
RETAIN AND PROTECT
EXISTING SEWER MAIN
RETAIN AND PROTECT
CONTRACTOR TO VERIFY
LOCATION
EXISTING CONCRETE PAD
TO BE REMOVED
EXISTING CONCRETE PAD
TO BE REMOVED
EXISTING GRAVEL DRIVEWAY
TO BE REMOVED
EXISTING CURB AND GUTTER
RETAIN AND PROTECT
CONTROL POINT 2
CONTROL POINT 1
EXISTING STEPS
RETAIN AND PROTECT
EXISTING SEWER MAN HOLES
RETAIN AND PROTECT
CONTRACTOR TO MATCH EXISTING
MAN HOLE RIM ELEVATIONS TO
FINISHED ASPHALT GRADE
EXISTING ELECTRICAL BOX
RETAIN AND PROTECT
EXISTING WATER SERVICES.
REMOVE AND ENSURE SERVICE
LINES ARE CONTINUOUS FROM
WATER MAIN TO BUILDING.
EXISTING SEWER SERVICES
RETAIN AND PROTECT
CONTRACTOR TO VERIFY
LOCATION
EXISTING LIGHT POLE
RETAIN AND PROTECT
EXISTING FIRE HYDRANT
TO BE RELOCATED TO THE
END OF WATER MAIN
EXISTING SEWER MAIN
AND MANHOLE
TO BE REMOVED
EXISTING FIRE HYDRANT
RETAIN AND PROTECT
0+90 1+00
2+00
3+00 4+00 5+00 5+80
PRELIMINARY FOR
REVIEW ONLY
NOTE:
ARCHITECT OR CONTRACTOR TO ENSURE PROPER CONCRETE STEM WALL OR
EQUIVALENT HEIGHT FOR 6" MINIMUM REVEAL ON ALL BUILDINGS UNLESS OTHERWISE
SPECIFIED BY ENGINEER.
CHECK BYDRAWN BY
JOB NO:
OFSHEET
BDJCAM
SHEET NAME:
PROJECT:
LOCATION:
2020-060
DATEREVISIONS
SITE OVERVIEW
QUICKSILVER
REXBURG,ID
C-11
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:
VERTICAL EXAGGERATION:
PROJECT CONTACT:
BLAKE JOLLEY
CONNECT ENGINEERING
208-881-0081
DATE:May 18, 2026
24" X 36" (ARCH D)
N/A C-05
SITE INFORMATION:
PARCEL ZONING : MEDIUM DENSITY RESIDENTIAL 2
TOTAL BUILDINGS: 8 (6 PROPOSED & 2 EXISTING)
TOTAL UNITS: 24
DESIGN DENSITY : 15.95 UNITS PER ACRE
TOTAL AREA OF PROPERTY : 70,973 SQ. FT. (1.63 ACRES)
BUILDING TYPE : VB
BUILDING HEIGHT : 20'
LANDSCAPE AREA : 21,961 SQ. FT. (31% LANDSCAPE)
PARKING STALLS : 7
STORM WATER:
SEE SHEET C-07 FOR STORM
WATER INFORMATION.
GENERAL NOTES:
1. REFER TO FALL RIVER RURAL
ELECTRIC CONTRACTOR MAP FOR
ELECTRICAL INFRASTRUCTURE
LAYOUT.
2. CONTRACTOR TO VERIFY ALL
EXISTING UTILITY LOCATIONS AND
ELEVATIONS PRIOR TO CONNECTING
ANY PROPOSED UTILITIES.
3. ENSURE 10' MINIMUM HORIZONTAL
CLEARANCE BETWEEN ALL POTABLE
AND NON-POTABLE LINES ARE MET
PER IDEQ AND CITY OF REXBURG
STANDARDS.
4. ENSURE 18" MINIMUM VERTICAL
CLEARANCE BETWEEN ALL POTABLE
AND NON-POTABLE LINES ARE MET
PER IDEQ AND CITY OF REXBURG
STANDARDS.
5. CONTRACTOR RESPONSIBLE TO
ENSURE STEM WALL EXTENDS 6"
ABOVE FINISH GRADE.
R28.00'
R28.00
'
20.00'
24
.
0
0
'
80.00'42
.
0
0
'
20
.
0
0
'
80.00'42
.
0
0
'
20
.
0
0
'
20
.
0
0
'
10.00'
20
.
0
0
'
10.00'
R5.0
0
'
R
5
.
0
0
'
R
4
0
.
0
0
'
R5.0
0
'
R
5
.
0
0
'
R
2
9
.
0
0
'
R
4
0
.
0
0
'
R
1
6
.
0
0
'
24
.
0
0
'
5.
0
0
'
5.
0
3
'
10
.
0
3
'
5.
0
0
'
5.
0
2
'
10
.
0
2
'
22.00'
22.00'
R
5
0
.
0
0
'
12.00'
12.00'
12.00'
12.00'
DUMPSTER PAD
SEE SHEET C-03
FOR DETAIL
20.00'
20.00'
5.00'
CONTRACTOR TO CONSTRUCT
SIDEWALK AS PER REXBURG
CITY STANDARDS
6.33'
8.53'
8.18'
SC-800 STORMTECH
SEE SHEET C-09 FOR
DETAILS
6.00'
4.00'OFFSET METER PITS
3 FT. FROM WATER MAIN
25
.
0
0
'
P.
U
.
E
SNOW STORAGE:
ASPHALT AREA: 13,021 SQ. FT
SNOW STORAGE REQUIRED: 1,302 SQ. FT (10%)
SNOW STORAGE PROVIDED: 1,640 SQ. FT
SNOW STORAGE AREA
SNOW STORAGE AREA
SCREENING TO BE INSTALLED.
SEE LANDSCAPE PLAN
SEWER AND WATER MAINS HAVE NOT BEEN CONNECTED
TO CITY MAIN LINES. PRIOR TO CONNECTING,
ENSURE BOTH MAINS ARE TESTED
CONTRACTOR TO FIELD FIT SIDEWALK WITH
ADJACENT PROPERTY EXISTING GRADES.
INSTALL PER THE CITY OF REXBURG STD
SNOW STORAGE AREA
CONTRACTOR TO FIELD FIT SIDEWALK WITH
ADJACENT PROPERTY EXISTING GRADES.
INSTALL PER THE CITY OF REXBURG STD
CONTRACTOR TO INSTALL CONCRETE
STEP AS NEEDED FROM BACK PATIO
TO PROPOSED SIDEWALK ON ALL UNITS
FIRE HYDRANT TO BE RAISED
TO DESIGN SURFACE
ADD 6" STEP FROM FF
TO PATIO
ADD 6" STEP FROM FF
TO PATIO
4865
4865
4866 4866
48664866
4866
4866
4866
4865
48
6
6
4866
4866
4866
4866
0+90 1+00
2+00
3+00 4+00 5+00 5+80
486
6
.
5
0
FF 486
6
.
1
0
FF
486
6
.
1
0
FF
486
6
.
3
0
FF
486
6
.
3
0
FF
486
6
.
5
0
FF
4866.00
FG
4866.00
FG
4866.00
FG
4866.00
FG
4865.60
FG
4865.60
FG
4865.60
FG
4865.60
FG
4865.60
FG
4865.60
FG
4865.60
FG
4865.60
FG
4865.80
FG
4865.80
FG
4865.80
FG
4865.80
FG
4865.80
FG
4865.80
FG4865.80
FG
4865.80
FG
4866.00
FG
4866.00
FG
4866.00
FG
4866.00
FG
4865.15
TBC-LP
4865.15
TBC-LP
4866.45
TBC-PI
4866.68
TBC END
4866.80
TBC-PI
4866.28
TBC-PI
4866.35
TBC END
4866.12
TBC-PI
4865.85
TBC-PC
4865.57
TBC-PC
4865.57
TBC-PC
4865.85
TBC-PC
4865.88
TBC-PC-HP
4865.39
TBC-PC
4865.88
TBC-PC-HP
4865.81
TBC-PC
4866.41
TBC-PI
4866.30
TBC-PI
4865.74
TBC-PC
4865.68
TBC-PC
4865.49
TBC-PC
4865.41
TBC-PC
4865.37
TBC-PC
4866.06
TBC-PI
4866.32
TBC-PI
4865.75
TBC-PC
4865.57
TBC-PC
4865.60
TBC-PC
4865.67
TBC-PC
4865.33
TBC-PC
4865.45
TBC-PC4865.46
TBC
4865.40
TBC END
4865.41
TBC END
4865.47
TBC
4865.45
TBC-PC
4865.32
TBC-PC
4865.48
TOP
4865.48
TOP
4864.83
BTM
4864.83
BTM
4865.20
TOP
4864.12
BTM
4865.20
TOP
4865.20
TOP
4864.12
BTM
4866.23
TBC
4864.98
TBC-LP
4865.01
TBC-LP-PC
4865.43
TSW-MATCH4865.21
TSW-MATCH
4865.32
TSW-MATCH4865.24
TSW-MATCH
4865.69
TSW
4865.73
EXST 4865.82
EXST
4865.46
EXST
4865.80
EXST4866.20
EXST
4866.38
EXST
4866.00
EXST
4865.76
EXST4865.59
EXST
4865.53
EXST
4865.48
TOA
4865.38
TOA
4865.83
TOA
4865.77
TOA
4865.54
TOA
4865.41
GB
4865.70
GB
-3
.
3
1
%
-2
.
5
1
%
-2
.
3
5
%
-3
.
1
5
%
-2
.
9
3
%
-2
.
7
5
%
-3
.
9
5
%
-4
.
1
5
%
-3
.
3
5
%
-3
.
3
2
%
-2
.
5
2
%
-2
.
6
9
%
-2
.
7
6
%
-2
.
0
6
%
-2
.
0
3
%
-2
.
0
8
%
-2
.
0
3
%
-2
.
3
8
%
-2
.
3
5
%
-0.40%
-0.40%
-0.60%
-0.60%
-0
.
7
2
%
-0
.
1
7
%
-2.32%
-0
.
2
0
%
-0
.
7
4
%
-0.43
%
-0.40%
-10.75%
-1
0
.
7
5
%
-1
9
.
0
4
%
-1
7
.
0
4
%
-15.52%
-10.75%
-9.25%
-9
.
2
5
%
-9
.
2
5
%
-9.25%-
0
.
7
3
%
-4
.
5
4
%
-1
1
.
4
7
%
-10.48%
-
7
.
5
8
%
-7.
1
9
%
-1
0
.
8
5
%
-
3
.
2
2
%
-5.29%
-8.
5
7
%
-2.4
3
%
-10.05%
-3.56%
-2
.
6
6
%
-3.4
4
%
-3.66%
-
0
.
2
9
%
-4.13%
-4.35%
-4.3
3
%
-2
.
4
0
%
-0
.
2
0
%
-1.98%
-3.09%
-3
.
8
8
%
-3
.
3
1
%
-2
.
3
7
%
-3.75%
-4.14%
-3.02%
-3
.
2
4
%
-4
.
1
3
%
-3
.
5
8
%
-2
.
4
9
%
-2
.
8
0
%
-3
.
2
2
%
-2
.
3
5
%
4866.00
TSW
4866.00
TSW
4865.91
TSW
4865.91
TSW
4866.00
TSW
4865.73
TSW
4865.91
TSW
4866.00
TSW
4866.00
TSW
4865.91
TSW
4865.91
TOC
4866.00
TSW
4866.00
TSW
4865.90
TSW
4865.91
TSW
4866.30
TSW
4866.30
TSW
4866.30
TSW
4866.30
TSW
4866.21
TSW
4866.21
TSW
4866.21
TSW
4866.21
TSW
4866.21
TSW
4866.21
TSW
4866.21
TSW
4866.21
TSW
4866.21
TSW
4866.21
TSW
4866.20
TSW4866.20
TSW 4866.20
TSW4866.20
TSW4866.20
TSW
4866.20
TSW
4866.30
TSW
4866.30
TSW
4866.30
TSW
4866.30
TSW
4866.30
TSW
4866.30
TSW
4866.30
TSW
4866.30
TSW 4866.30
TSW
4866.30
TSW4866.30
TSW
4866.30
TSW
4866.10
TSW
4866.10
TSW
4866.10
TSW
4866.10
TSW
4866.10
TSW
4866.10
TSW
4866.10
TSW4866.10
TSW4866.10
TSW4866.10
TSW
4866.10
TSW
4866.10
TSW
4866.10
TSW
4866.10
TSW
4866.10
TSW4866.10
TSW4866.00
TSW4866.00
TSW
4866.00
TSW
4866.00
TSW
4866.00
TSW
4866.00
TSW4866.00
TSW
4866.00
TSW
4866.01
TSW
4866.01
TSW4866.01
TSW
4866.01
TSW
4866.01
TSW
4866.01
TSW
4866.01
TSW
4866.01
TSW
4866.01
TSW
4866.01
TSW4866.01
TSW
4866.01
TSW
4866.01
TSW
4866.01
TSW
4866.01
TSW4866.01
TSW
4865.91
TSW
4865.91
TSW
4865.91
TSW
4865.91
TSW4865.91
TSW
4865.91
TSW
4865.91
TSW
4865.91
TSW
4865.38
GB
4865.45
GB
4865.78
GB
4865.78
GB
4865.78
GB
4865.80
GB
4865.50
GB
4865.70
GB
4865.77
GB
-0
.
7
0
%
4865.77
GB
4865.75
GB
4865.50
GB
4865.45
GB
4 6 .3 3 '@ -0.6 0 %
46.34'@
-0.6
0
%
-3.35%
-2.97%
-0
.
9
4
%
-2
.
5
5
%
-2.43%
-2.93%
4865.69
GB
4865.52
GB
4865.44
GB
4865.44
GB
4865.53
GB
-0
.
1
5
%
-0
.
2
0
%
-6.82%
-7
.
7
9
%
PRELIMINARY FOR
REVIEW ONLY
CHECK BYDRAWN BY
JOB NO:
OFSHEET
BDJCAM
SHEET NAME:
PROJECT:
LOCATION:
2020-060
DATEREVISIONS
SITE GRADING PLAN
QUICKSILVER
REXBURG,ID
C-11
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:
VERTICAL EXAGGERATION:
PROJECT CONTACT:
BLAKE JOLLEY
CONNECT ENGINEERING
208-881-0081
DATE:May 18, 2026
24" X 36" (ARCH D)
N/A C-06
100-1
404-1
504-4
601-12
602-1
602-2
602-3
706-11
706-V1
706-S1
SEE SHEET 3 FOR MORE
INFORMATION
SEE SHEET 3 FOR MORE
INFORMATION
RETAIN AND PROTECT
1'' WATER SERVICE
4'' SEWER SERVICE
12'' STORM MAIN
STORM MAIN MANHOLE
STORM MAIN CATCH BASIN
STORM INFILTRATION WELL
3'' ROLLED CURB & GUTTER
5' CONCRETE SIDEWALK
CONCRETE VALLEY
GUTTER
706-T1
706-F1
706-11
706-1
706-11
706-11
706-11
706-11
706-S1
706-S1
706-S1
706-S1
706-S1
706-S1
706-S1
706-S1
706-S1
706-S1706-S1
706-V1
706-V1
601-12
601-12
601-12
602-2
602-2CB-4
CB-5
602-3
SDMH-1
602-3
SDMH-2
602-2
CB-1
602-2
CB-2
602-2
LDMH-1
100-1
100-1
100-1
100-1
100-1
601-12
404-1
404-1 404-1
404-1
404-1
404-1
404-1
404-1 404-1
404-1 404-1 404-1
404-1
404-1
404-1
404-1404-1404-1
404-1
404-1
404-1
404-1404-1
404-1 504-4
504-4
504-4
504-4
504-4
504-4
504-4 504-4
504-4
504-4
504-4 504-4
504-4
504-4
504-4
504-4504-4 504-4
504-4504-4504-4
504-4
602-1
SDMH-3
402-6 6" WATER VALVE
402-6
401-8.6 8" TO 6" REDUCER
401-8.90 8" 90° BEND
401-8.6
401-8.90
401-6 6" WATER MAIN
401-6
706-T1 TRASH ENCLOSURE
403-1 FIRE HYDRANT
403-1
706-F1 1' FLUSH CURB
4865
4865
4866 4866
48664866
4866
4866
4866
4865
48
6
6
4866
4866
4866
4866
0+90 1+00
2+00
3+00 4+00 5+00 5+80CB-4
GRATE:4864.88
N INV OUT:4861.88
CB-3
GRATE:4864.88
S INV IN:4861.83
E INV OUT:4861.72
SDMH-1
GRATE:4865.74
SUMP:4859.74
S INV IN:4861.74
CB-1
GRATE:4864.98
SE INV IN:4861.96
N INV OUT:4861.86
CB-2
GRATE:4865.01
NW INV OUT:4862.01
SDMH-2
GRATE:4864.83
E INV IN:4861.43
LD-1
GRATE:4865.47
W INV OUT:4861.47
Install 55' of 12" ADS N
12 Storm Pipe @ 0.22%
Install 24' of 12" ADS N
12 Storm Pipe @ 0.22%
Install 21' of 12" ADS N
12 Storm Pipe @ 0.22%
Install 24' of 12" ADS N
12 Storm Pipe @ 0.22%
Install 106' of 12" ADS N
12 Storm Pipe @ 0.22%
SDMH 3
GRATE:4865.89
W INV IN:4861.49
PRELIMINARY FOR
REVIEW ONLY
CHECK BYDRAWN BY
JOB NO:
OFSHEET
BDJCAM
SHEET NAME:
PROJECT:
LOCATION:
2020-060
DATEREVISIONS
STORM WATER
QUICKSILVER
REXBURG,ID
C-11
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:
VERTICAL EXAGGERATION:
PROJECT CONTACT:
BLAKE JOLLEY
CONNECT ENGINEERING
208-881-0081
DATE:May 18, 2026
24" X 36" (ARCH D)
N/A C-07
STORM WATER AREA 1
STORM WATER AREA 2
STORM WATER INFORMATION FOR AREA 1,2 and 3
STORM WATER AREA WATERSHED AREA (SQ. FT.)REQUIRED VOLUME (CU. FT.)
AREA*C÷12= REQ. CU. FT.
PROVIDED STORM WATER
VOLUME (CU. FT.)
TOTAL
23,287
72,112
1,594
6,062
1,661 POND 1
6,200
* INFILTRATION RATE FOR POND 1 AND POND 2 WAS CALCULATED USING A SANDY LOAM TRANSMISSION RATE OF 1.25
IN/HR.
AREA 1
POND 2
VOLUME (cu ft) BASE MATERIAL
SANDY LOAM
INFILTRATION RATE*
21 cu ft/hr
RETENTION TIMES**INFILTRATION AREA (MIDDLE OF POND)
201 sq ft140
NOTE:
1.CONTRACTOR TO VERIFY ALL EXISTING
UTILITY LOCATIONS AND ELEVATIONS. PRIOR
TO CONNECTING ANY PROPOSED UTILITIES.
2.ENSURE 10' MINIMUM HORIZONTAL
CLEARANCE BETWEEN ALL POTABLE AND
NON-POTABLE LINES ARE MET PER IDEQ AND
CITY OF IDAHO FALLS STANDARDS. IF
MANHOLES ARE IN AN ASPHALT PAVED AREA
THE COLLARS ARE TO BE ASPHALT COLLARS
3.ENSURE 18" MINIMUM VERTICAL CLEARANCE
BETWEEN ALL POTABLE AND NON-POTABLE
LINES ARE MET PER IDEQ AND CITY OF
IDAHO FALLS STANDARDS.
4.CONTRACTOR RESPONSIBLE TO ENSURE
STEM WALL EXTENDS 8" ABOVE FINISH
GRADE.
STORM WATER AREA 3
2,029 110AREA 2
46,796 4,358 4,399 ADSAREA 3
POND 1 SANDY LOAM 168 cu ft/hr1,616 sq ft1,661
* INFILTRATION RATE FOR ADS WAS CALCULATED USING A GRAVEL TRANSMISSION RATE OF 8" IN/HR.
9.9 hrs
6.7 hrs
AREA 1
AREA 2
AREA 3
POND 1
POND 2
140 POND 2
ADS GRAVEL 1,268 cu ft/hr1,902 sq ft4,399 3.5 hrs
* REQUIRED VOLUME CALCULATED USING RATIONAL METHOD.
* WEIGHTED C VALUE CALCULATIONS:
(POND 1)
HARD SURFACE: 11,568 SQ.FT (RUN OFF COEFFICIENT: 0.95)
LANDSCAPE: 11,719 SQ.FT (RUN OFF COEFFICIENT: 0.15)
(11,568*0.95 + 11,719*0.15) = 0.55
11,568 + 11,719
* WEIGHTED C VALUE CALCULATIONS:
(POND 2)
HARD SURFACE: 723 SQ.FT (RUN OFF COEFFICIENT: 0.95)
LANDSCAPE: 1,306 SQ.FT (RUN OFF COEFFICIENT: 0.15)
(723*0.95 + 1,306*0.15) = 0.44
723 + 1,306
* WEIGHTED C VALUE CALCULATIONS:
(ADS)
HARD SURFACE: 34,803 SQ.FT (RUN OFF COEFFICIENT: 0.95)
LANDSCAPE: 11,993 SQ.FT (RUN OFF COEFFICIENT: 0.15)
(34,803*0.95 + 11,993*0.15) = 0.75
34,803 + 11,993
DATUM ELEV
4854.00
4856
4860
4864
4868
0+90 1+00
48
6
5
.
4
48
6
5
.
4
0
2+00
48
6
5
.
6
48
6
5
.
6
0
48
6
5
.
7
48
6
5
.
7
4
3+00
48
6
5
.
8
48
6
5
.
8
4
48
6
5
.
6
48
6
5
.
6
4
4+00
48
6
5
.
4
48
6
5
.
4
4
48
6
5
.
2
48
6
5
.
2
4
5+00
48
6
5
.
4
48
6
5
.
4
2
48
6
5
.
5
48
6
5
.
5
0
5+80.44
48
6
6
.
2
48
6
6
.
2
2
STA.5+56.68
OFF.13.36
CB-1
Sta:1+67.59 OFF:-12.16L
Rim:4864.98
SE INV IN:4861.96
N INV OUT:4861.86
CB-2
Sta:1+69.79 OFF:11.73R
Rim:4865.01
NW INV OUT:4862.01
CB-3
Sta:4+63.80 OFF:-12.02L
Rim:4864.88
S INV IN:4861.83
E INV OUT:4861.72
CB-4
Sta:4+63.81 OFF:11.98R
Rim:4864.88
N INV OUT:4861.88
Install Hydrant
Flange: 4866.10'
Station: 5+56.81
Offset: 28.000
4865
4865
48664866
4866
4866
48
6
6
4866
0+90 1+00
2+00
3+00 4+00 5+00 5+80
PRELIMINARY FOR
REVIEW ONLY
401-6
401-8.90
402-6
401-8.6
6'' WATER MAIN
8'' 90° WATER BEND
8''X6'' REDUCER
6'' WATER MAIN VALVE
CENTER LINE - PLAN VIEW
CENTER LINE - PROFILE VIEW
CHECK BYDRAWN BY
JOB NO:
OFSHEET
BDJCAM
SHEET NAME:
PROJECT:
LOCATION:
2020-060
DATEREVISIONS
CENTER LINE STA 1+00 TO STA 5+80
QUICKSILVER
REXBURG,ID
C-11
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:
VERTICAL EXAGGERATION:
PROJECT CONTACT:
BLAKE JOLLEY
CONNECT ENGINEERING
208-881-0081
DATE:May 18, 2026
24" X 36" (ARCH D)
N/A
706-T1
706-F1
706-1
706-11
706-11
706-11
706-11
706-11
706-S1
706-S1
706-S1
706-S1
706-S1
706-V1
706-V1
601-12
601-12
602-2
602-2CB-4
CB-5
602-3
SDMH-1
602-2CB-1
602-2
CB-2
100-1
100-1
100-1
601-12
404-1
404-1 404-1
404-1
404-1
404-1
404-1
404-1 404-1
404-1 404-1
404-1
404-1
404-1
404-1
404-1404-1404-1
404-1
404-1
404-1
404-1404-1
404-1 504-4
504-4
504-4
504-4
504-4
504-4
504-4 504-4
504-4
504-4
504-4 504-4
504-4
504-4
504-4504-4504-4
504-4504-4504-4504-4
504-4
602-1
SDMH-3
100-1
404-1
504-4
601-12
602-1
602-2
602-3
706-11
706-V1
706-S1
SEE SHEET 3 FOR MORE
INFORMATION
SEE SHEET 3 FOR MORE
INFORMATION
RETAIN AND PROTECT
1'' WATER SERVICE
4'' SEWER SERVICE
12'' STORM MAIN
STORM MAIN MANHOLE
STORM MAIN CATCH BASIN
STORM INFILTRATION WELL
3'' VERTICAL CURB & GUTTER
5' CONCRETE SIDEWALK
CONCRETE VALLEY
GUTTER
DESIGN SURFACE AT CL
EXISTING SURFACE AT CL
403-1
402-6
401-8.6
401-8.90
403-1 FIRE HYDRANT ASSEMBLY
C-08
401-6
ENSURE 18" MINIMUM VERTICAL CLEARANCE
ENSURE 18" MINIMUM VERTICAL CLEARANCE
EXISTING DI C-50 WATER MAIN
706-F1 1' FLUSH CURB
FIRE HYDRANT TO BE RAISED
TO DESIGN SURFACE
504-4
504-4
504-4
PRELIMINARY FOR
REVIEW ONLY
CHECK BYDRAWN BY
JOB NO:
OFSHEET
BDJCAM
SHEET NAME:
PROJECT:
LOCATION:
2020-060
DATEREVISIONS
ADS AREA 3 SC-800 DETAILS
QUICKSILVER
REXBURG,ID
C-11
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:
VERTICAL EXAGGERATION:
PROJECT CONTACT:
BLAKE JOLLEY
CONNECT ENGINEERING
208-881-0081
DATE:May 18, 2026
24" X 36" (ARCH D)
N/A C-09
ISOLATOR ROW PLUS
(SEE DETAIL)
PLACE MINIMUM 12.50' OF ADSPLUS625 WOVEN GEOTEXTILE OVER BEDDING
STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL
CHAMBER INLET ROWS
BED LIMITS NOTES
•THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET.
•NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE.
ACCEPTABLE FILL MATERIALS: STORMTECH SC-800 CHAMBER SYSTEMS
PLEASE NOTE:
1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE".
2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.
3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR
COMPACTION REQUIREMENTS.
4.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.
5.WHERE RECYCLED CONCRETE AGGREGATE IS USED IN LAYERS 'A' OR 'B' THE MATERIAL SHOULD ALSO MEET THE ACCEPTABILITY CRITERIA OUTLINED IN TECHNICAL NOTE 6.20 "RECYCLED CONCRETE STRUCTURAL BACKFILL".
NOTES:
1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
2.SC-800 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH
CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. REFERENCE STORMTECH DESIGN MANUAL FOR BEARING CAPACITY GUIDANCE.
4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.
5.REQUIREMENTS FOR HANDLING AND INSTALLATION:
·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS.
·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2”.
·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 700
LBS/FT/%. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW
COLORS.
MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL
CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT
D
FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE
TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE
PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT
PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER.
ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS.
CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/A
PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED
INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND
PREPARATION REQUIREMENTS.
C
INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE
TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 15" (375 mm)
ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT
SUBBASE MAY BE A PART OF THE 'C' LAYER.
GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR
PROCESSED AGGREGATE.
MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS
LAYER.
AASHTO M145¹
A-1, A-2-4, A-3
OR
AASHTO M43¹
3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10
BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER
THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN
6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR
WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR
PROCESSED AGGREGATE MATERIALS. ROLLER GROSS
VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC
FORCE NOT TO EXCEED 20,000 lbs (89 kN).
B
EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS
FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER
ABOVE.
CLEAN, CRUSHED, ANGULAR STONE
OR RECYCLED CONCRETE5
AASHTO M43¹
3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED.
A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE
SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.
CLEAN, CRUSHED, ANGULAR STONE
OR RECYCLED CONCRETE5
AASHTO M43¹
3, 357, 4, 467, 5, 56, 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3
33"
(838 mm)
15"
(375 mm) MIN*
6" (150 mm) MIN
6" (150 mm) MIN
(SEE NOTE 3)
D
C
B
A
*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED
INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,
INCREASE COVER TO 21" (525 mm).
12" (300 mm) MIN 12" (300 mm) MIN51" (1295 mm)3"
(75 mm) MIN
EXCAVATION WALL
(CAN BE SLOPED OR VERTICAL)
PERIMETER STONE
(SEE NOTE 4)
SC-800 END CAP
SUBGRADE SOILS
(SEE NOTE 3)
PAVEMENT LAYER (DESIGNED
BY SITE DESIGN ENGINEER)
8'
(2.4 m) MAX
**THIS CROSS SECTION DETAIL REPRESENTS
MINIMUM REQUIREMENTS FOR INSTALLATION.
PLEASE SEE THE LAYOUT SHEET(S) FOR
PROJECT SPECIFIC REQUIREMENTS.
PART #STUB B C
SC800EPE06TPC 6" (150 mm)21.4" (544 mm)---
SC800EPE06BPC ---0.9" (23 mm)
SC800EPE08TPC 8" (200 mm)19.2" (488 mm)---
SC800EPE08BPC ---1.0" (25 mm)
SC800EPE10TPC 10" (250 mm)17.0" (432 mm)---
SC800EPE10BPC ---1.2" (30 mm)
SC800EPE12TPC 12" (300 mm)14.4" (366 mm)---
SC800EPE12BPC ---1.6" (41 mm)
SC800EPE15TPC 15" (375 mm)11.3" (287 mm)---
SC800EPE15BPC ---1.7" (43 mm)
SC800EPE18TPC 18" (450 mm)8.0" (203 mm)---
SC800EPE18BPC ---2.0" (51 mm)
SC800EPE24BPC 24" (600 mm)---2.3" (58 mm)
SC800EPE NONE SOLID END CAP
NOTE: ALL DIMENSIONS ARE NOMINAL
NOMINAL CHAMBER SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH)51.0" X 33.0" X 85.4" (1295 mm X 838 mm X 2169 mm)
CHAMBER STORAGE 50.6 CUBIC FEET (1.43 m³)
MINIMUM INSTALLED STORAGE*78.4 CUBIC FEET (2.22 m³)
WEIGHT 81.8 lbs.(37.1 kg)
NOMINAL END CAP SPECIFICATIONS
SIZE (W X H X INSTALLED LENGTH)46.5" X 32.6" X 10.5" (1181 mm X 828 mm X 267 mm)
END CAP STORAGE 3.4 CUBIC FEET (0.09 m³)
MINIMUM INSTALLED STORAGE**14.7 CUBIC FEET (0.42 m³)
WEIGHT 15.7 lbs.(7.1 kg)
* ASSUMES 6" (150 mm) STONE ABOVE, BELOW, AND BETWEEN CHAMBERS, 3" (75 mm) BETWEEN CHAMBERS
**ASSUMES 6" (150 mm) STONE ABOVE AND BELOW END CAPS, 3" (150 mm) BETWEEN ROWS, 12" (300 mm) BEYOND END CAPS
PRE-CORED HOLES AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "BPC"
PRE-CORED HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "TPC"
SC-800 TECHNICAL SPECIFICATION
NTS
90.6" (2301 mm) ACTUAL LENGTH
85.4" (2169 mm) INSTALLED LENGTH
BUILD ROW IN THIS DIRECTION
C
B
51.0"
(1295 mm)
33.0"
(838 mm)
46.5" (1181 mm)12.2"
(310 mm)
OVERLAP NEXT CHAMBER HERE
(OVER SMALL CORRUGATION)
START
END
32.6"
(828 mm)
B
C
E
A
D 13
.
2
5
'
122.73'
15
.
2
5
'
124.73'
CONCEPTUAL ELEVATIONS
MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED):11.25
MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC):5.00
MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC):4.50
MINIMUM ALLOWABLE GRADE (TOP OF RIGID CONCRETE PAVEMENT):4.50
MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT):4.50
TOP OF STONE:3.83
TOP OF SC-800 CHAMBER:3.25
12" x 12" TOP MANIFOLD INVERT:1.70
24" ISOLATOR ROW PLUS INVERT:0.69
BOTTOM OF SC-800 CHAMBER:0.50
BOTTOM OF STONE:0.00
PROPOSED LAYOUT
48 STORMTECH SC-800 CHAMBERS
12 STORMTECH SC-800 END CAPS
7 STONE ABOVE (in)
6 STONE BELOW (in)
40 STONE VOID
4399
INSTALLED SYSTEM VOLUME (CF)
(PERIMETER STONE INCLUDED)
(COVER STONE INCLUDED)
(BASE STONE INCLUDED)
1902 SYSTEM AREA (SF)
280.0 SYSTEM PERIMETER (ft)
MAX FLOWINVERT*DESCRIPTIONITEM ON
LAYOUTPART TYPE
24" BOTTOM PREFABRICATED EZ END CAP, PART#: SC800ECEZ / TYP OF ALL 24" BOTTOM
CONNECTIONS AND ISOLATOR PLUS ROWSAPREFABRICATED EZ END CAP
12" TOP PRE-CORED END CAP, PART#: SC800EPE12TPC / TYP OF ALL 12" TOP CONNECTIONSBPRE-CORED END CAP
INSTALL FLAMP ON 24" ACCESS PIPE / PART#: SC80024RAMP (TYP 4 PLACES)CFLAMP
14.40"12" x 12" TOP MANIFOLD, ADS N-12DMANIFOLD
(DESIGN BY ENGINEER / PROVIDED BY OTHERS)ECONCRETE STRUCTURE
4.6 CFS IN(DESIGN BY ENGINEER / PROVIDED BY OTHERS)FCONCRETE STRUCTURE
(DESIGN BY ENGINEER / PROVIDED BY OTHERS)GCONCRETE STRUCTURE
*INVERT ABOVE BASE OF CHAMBER
CATCH BASIN
OR MANHOLE
SC-800 ISOLATOR ROW PLUS DETAIL
NTS
SC-800 END CAP
OPTIONAL INSPECTION PORT
SC-800 CHAMBER
ONE LAYER OF ADSPLUS625 WOVEN GEOTEXTILE BETWEEN
FOUNDATION STONE AND CHAMBERS
5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS
24" (600 mm) HDPE ACCESS PIPE REQUIRED
USE EZ END CAP PART #: SC800ECEZ
STORMTECH HIGHLY RECOMMENDS
FLEXSTORM INSERTS IN ANY UPSTREAM
STRUCTURES WITH OPEN GRATES
SUMP DEPTH TBD BY
SITE DESIGN ENGINEER
(24" [600 mm] MIN RECOMMENDED)
INSTALL FLAMP ON 24" (600 mm) ACCESS PIPE
PART#: SC80024RAMP
4865
4865
4866 4866
48664866
4866
4866
4866
4865
48
6
6
4866
4866
4866
48660+90 1+00
2+00
3+00 4+00 5+00 5+80
POTENTIAL POLLUTANTS
CHEMICAL MSDS #LOCATION
TO BE FILLED OUT BY CONTRACTOR TO BE FILLED OUT BY CONTRACTOR
OFFSITE OPERATIONS
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 OPERATIONS
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 timely
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.
LEGEND
Concrete Washout
SEDIMENTATION AREA
CONCRETE WASHOUT
INLET PROTECTION
STABILIZE CONSTRUCTION
ENTRANCE/EXIT
AREA TO BE DISTURBED
SILT FENCE
OR EROSION EEL
THIS IS NOT A FULL
SWPPP. OWNER OR
CONTRACTOR IS
RESPONSIBLE FOR A
COMPLETE SWPPP
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. CONTRACTOR RESPONSIBLE TO REMOVE AFTER CITY ACCEPTANCE.
OUTHOUSE
SWPPP SIGN
SWPPP
PROJECT:
CONTRACTOR:
PLAN LOCATION: ONSITE
CONTACT:
PRELIMINARY FOR
REVIEW ONLY
CHECK BYDRAWN BY
JOB NO:
OFSHEET
BDJCAM
SHEET NAME:
PROJECT:
LOCATION:
2020-060
DATEREVISIONS
BEST MANAGEMENT PRACTICES
QUICKSILVER
REXBURG,ID
C-11
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:
VERTICAL EXAGGERATION:
PROJECT CONTACT:
BLAKE JOLLEY
CONNECT ENGINEERING
208-881-0081
DATE:May 18, 2026
24" X 36" (ARCH D)
N/A
INLET
PROTECTION
INLET
PROTECTION
INLET
PROTECTION
INLET
PROTECTION
INLET
PROTECTION
C-10
NOTES:
TRENCH SHALL BE A MINIMUM OF 4" WIDE AND 6" DEEP TO BURY
AND ANCHOR THE GEOTEXTILE FABRIC. FOLD MATERIAL TO FIT
TRENCH & BACKFILL & COMPACT TRENCH WITH EXCAVATED SOIL.
WOOD POSTS SHALL BE A MINIMUM SIZE OF 1 1/8" X 1 1/8" OAK OR
HICKORY.
100' M
I
N
I
M
U
M
E
X
C
E
P
T
5
0
'
M
I
N
I
M
U
M
F
O
R
PROJ
E
C
T
S
I
T
E
S
O
F
L
E
S
S
T
H
A
N
1
A
C
R
E
PROPOSED
SIDEWALK
3"-4" TOP DRESSING OF 2" STONE
6"-8" COMPACTED.
FRACTURED STONE.
3' MAX.
2-3 4"
BOLTS
COMPACTED BACK
FILL AROUND POST
NOTES:
1. MAILBOX SHALL CONTAIN AT ALL TIMES:
A) CITY APPROVED CONSTRUCTION PLANS
B) DEQ APPROVED CONSTRUCTION PLANS
C) ANY SITE INSPECTON FORMS
2. MAILBOX SHALL BE LOCKED AT ALL TIMES
PRESSURE
TREATED 2 x 6
4 x 4
POST
4 x 4
POST
POST "NPDES" PERMIT
1112"
1312"
2312"
4'
24" MIN.
4'
24" MIN.
12" MIN.
12"
6"
EROSION EEL
EROSION EEL
EROSION EEL
SILT FENCE
TRUCK WASHOUT
MAIL BOX
STABILIZED CONSTRUCTION ENTRANCE
CURB CUT TO BE INSTALLED
FOR NEW SITE ENTRANCE
CURB CUT TO BE INSTALLED
FOR NEW SITE ENTRANCE
TOTAL 9"-12" OF
COMPACTED STONE
SANDBAG SHALL BE INSTALLED
IN FLOW LINE DOWNSTREAM OF
CONSTRUCTION ENTRANCE
WOOD POSTS 4'-0" MIN.
LENGTH 2'-0" MIN.
DEPTH IN GROUND
GEOTEXTILE FABRIC
ONLY
BACKFILL AND
COMPACT TRENCH
WITH EXCAVATED SOIL.
ATTACH THE FABRIC TO THE
POSTS WITH WIRE STAPLES
OR WOODEN LATH AND NAILS.
NOT TO SCALE
FLOW
DIRE
C
T
I
O
N
SEE BALLAST DETAIL
NOT TO SCALE
BALLAST DETAIL
NOT TO SCALE
SLOPE ENTRANCE TO WASHOUT AREA FOR
CONTAINMENT PURPOSES
WASHOUT AREA MUST BE
ENCLOSED W/ SILT FENCE
PROVIDE BERM AROUND
WASHOUT AREA
EXCAVATE BOTTOM 1' TO PROVIDE
LOWERED BOWL-LIKE AREA
WASHOUT TO BE LINED WITH CLEAN
ROCK OR RIP-RAP TO ACT AS FILTER
AND EROSION CONTROL
NOT TO SCALE
THIS IS NOT A FULL
SWPPP. OWNER OR
CONTRACTOR IS
RESPONSIBLE FOR A
COMPLETE SWPPP
PRELIMINARY FOR
REVIEW ONLY
CHECK BYDRAWN BY
JOB NO:
OFSHEET
BDJCAM
SHEET NAME:
PROJECT:
LOCATION:
2020-060
DATEREVISIONS
BEST MANAGEMENT DETAILS
QUICKSILVER
REXBURG,ID
C-11
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:
VERTICAL EXAGGERATION:
PROJECT CONTACT:
BLAKE JOLLEY
CONNECT ENGINEERING
208-881-0081
DATE:May 18, 2026
24" X 36" (ARCH D)
N/A C-11
30
'
-
0
"
SITE LANDSCAPING
PER CONTRACTOR
(SUBMIT TO OWNER
FOR APPROVAL), TYP
100
101
102
2' BERM
PLANTER BED ROCK MULCH
BLACK & TAN MINI, WASHED ANGULAR
3" DEPTH OVER COMMERCIAL-GRADE WEED BARRIER FABRIC
LAWN - SODDED
TALL TURF-TYPE FESCUE (RTF OR APPROVED OTHER
4" STEEL EDGING AT ALL PLANTER/AGGREGATE ADJACENCY
LANDSCAPE_REQUIREMENTS LEGEND
1.CONTRACTOR RESPONSIBILITIES INCLUDE (NOT LIMITED TO):
2.ADHERE TO ALL LOCAL, MUNICIPAL, STATE ORDINANCES, CODES, LAWS, REGULATIONS,
ETC, AND ENSURE ENTIRETY OF PERMITTING & SIGN-OFF REQUIREMENTS.
3.CALL AND REPORT TO 811 DIGLINE TO LOCATE ALL UTILITIES PRIOR TO ANY WORK.
4.REPORT TO LANDSCAPE ARCHITECT ANY/ALL CONDITIONS OR DISCREPANCIES WHICH
IMPAIR THE EXECUTION OF THIS SCOPE OF WORK, PRIOR TO BEGINNING WORK, LOCATE,
MARK, PROTECT ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. REFER TO
ARCHITECTURAL, CIVIL & SURVEY PLANS. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO
EXISTING IMPROVEMENTS DESIGNATED TO BE PRESERVED.
5.PRESERVE & PROTECT ALL EXISTING TREES (PER ARBORIST RECOMMENDATIONS OF TREE
CRITICAL ROOT ZONES) OUTSIDE OF THIS SCOPE OF WORK, LIMITS OF CONSTRUCTION,
AND SO FORTH. TREES SHALL RECEIVE PROTECTION FENCING WITHIN PROXIMITY OF
CONSTRUCTION ACTIVITY.
6.FINISH GRADES SHALL BE SMOOTH AND UNIFORM, WITH EVEN GRADES AND SLOPED WITH
POSITIVE DRAINAGE PER CIVIL PLANS OR A 2% MINIMUM AWAY FROM ALL STRUCTURES. NO
POOLING OR PONDING IS PERMITTED.
7.ALL PLANTING AREAS SHALL HAVE AMENDED TOPSOIL, AMENDMENTS SHALL PROVIDE 3
C.Y. PER 1000SF COMPOST/ORGANIC MATTER WITHIN THE TOP 6 INCHES, TILLED IN.
PROVIDE A 7:3 RATIO OF SOIL TO COMPOST FOR ALL NEW TREE PLANTINGS.
8.RE-USE OF EXISTING TOPSOIL IS PERMITTED AND RECOMMENDED WHEN POSSIBLE,
EXISTING SOIL SHALL BE TESTED-ANALYZED AND AMENDED PER SOIL REPORTS, SHALL BE
LOOSE-FRIABLE, NATURAL LOAM OR SANDY-LOAM, FREE OF CLAY, ORGANIC LITTER, ROCKS
OVER 2" DIA ETC.
9.IMPORTED TOPSOIL IS REQUIRED. SCREENED SANDY-LOAM TOPSOIL, SHALL BE FERTILE,
FREE OF SUBSOIL, CLAY, ROCKS OVER 2" DIA AND OTHER ORGANIC LITTER OVER 2" DIA (OR
ANY DIMENSION), FREE OF CONTAMINANTS OR ANY OTHER SUBSTANCE WHICH MAY
HINDER PLANT VIABILITY.
10.TOPSOIL AND OTHER AGGREGATES SHALL BE OBTAINED FROM LOCAL-REGIONAL SOURCE,
FROM A NATURALLY WELL-DRAINED LOCATION WITH DEPTH OF AT LEAST 4".
11.PROVIDE 12" MIN NEW TOPSOIL TO SODDED AREAS, AND 18" MIN TOPSOIL TO PLANTER BED
AREAS. SPREAD AND COMPACT UNIFORM GRADES, WHEN ADJACENT TO HARDSCAPES ETC,
TOPSOIL SHALL BE 3" BELOW ADJACENT FINISHED GRADE, AND LAWN SHALL BE 1
2" BELOW
FINISHED GRADES.
12.NEW PLANTINGS PER DETAILS, CONTRACTORS SHALL PROVIDE TREE STAKING AS DEEMED
NECESSARY, SUCH AS BEING BLOWN OVER, LOOSE SOIL, ETC.
13.FERTILIZE ALL TREES WITH AGRI-FORM TABLES AT QUANTITY AND APPLICATION PER
MANUFACTURER RECOMMENDATIONS.
14.ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR
ALL SPECIFICATIONS.
15.PROVIDE 3" MIN COVERAGE OF PLANTER BED MULCH, AS SPECIFIED ON PLANS, IF NONE
ARE SPECIFIED, MEDIUM-GRIND BARK MULCH SHALL BE INSTALLED AFTER PRE-EMERGENT
IS APPLIED, OR ROCK MULCH AT 1" MINUS TO BE LOCALLY-REGIONALLY QUARRIED,
SELECTION AT DISCRETION OF OWNER, INSTALLED OVER COMMERCIAL-GRADE WEED
BARRIER FABRIC, PRICING ADJUSTMENTS TO BIDS SHALL BE REFLECTED BACK TO
OWNERSHIP.
16.DISPOSE OF ALL WASTE OFFSITE, CLEAN UP ALL SOIL AND MULCH DEBRIS AND DISPOSE
OFFSITE.
17.IN THE EVENT OF A DISCREPANCY ON PLANS, NOTIFY THE LANDSCAPE ARCHITECT
IMMEDIATELY. CONTRACTORS ARE RESPONSIBLE FOR VERIFY ALL TAKE-OFF INFORMATION
FOR BIDDING, SUCH AS ALL QUANTIES AND SQUARE FOOTAGES, ETC.
18.ALL LANDSCAPED AREAS SHALL BE SERVICED WITH AND UNDERGROUND-PRESSURIZED
IRRIGATION SYSTEM IN ACCORDANCE TO LOCAL AND STATE LAWS/CODES/ORDINANCES.
THE SYSTEM SHALL PROVIDE COMPLETE COVERAGE AND PROPERLY ZONED FOR
REQUIRED WATER USES/NEEDS.
19.CONTRACTORS SHALL WARRANTY WORKMANSHIP & PLANTINGS FOR DURATION OF
1-YEAR, UNLESS OTHER AGREEMENTS DERIVED FROM MAINTENANCE CONTRACTS OR
OTHERS PER OWNER.
LANDSCAPE_NOTES
>LANDSCAPING REQUIREMENTS PER CITY OF REXBURG, ID (3.02.90)
>STREET TREES
>PER 30 LINEAL FEET
>>(1) CANOPY TREE & (5) SHRUBS
>STREET:LENGTH TREES/SHRUBS REQ'D TREES/SHRUBS PROV'D
>>145'5 / 30 5/ 30
>PARKING AREAS
>PER 30 LINEAL FEET
>>(1) CANOPY TREE & (5) SHRUBS PER
>SIZES:
>SHADE TREES:2" CALIPER REQUIRED FOR PARKING LOT TREES
>CONIFER TREES:7' TALL RECOMMENDED
>SHRUBS:5-GAL MIN WOODY SHRUB
>PERENNIALS 2-GAL MIN RECOMMENDED
1.SYSTEM IS TO BE DESIGN-BUILD BY CONTRACTOR, CONTRACTOR IS
RESPONSIBLE FOR SIZING CONNECTION, PIPING AND ALL OTHER
COMPONENTS ADEQUATELY TO PROVIDE SUFFICIENT WATERING.
2.ADHERE TO ALL LOCAL, MUNICIPAL, STATE ORDINANCES, CODES, LAWS,
REGULATIONS, ETC, INCLUDING NOT LIMITED POINT OF CONNECTION,
BACKFLOW, ETC.
2.1.CONTRACTOR IS RESPONSIBLE FOR PAYING PERMIT FEES.
3.CONTRACTOR SHALL CONFIRM IRRIGATION WATER SOURCE, STATIC
PRESSURE, AND ANY OTHER SIGNIFICANT FACTORS TO PROVIDE NECESSARY
WATERING NEEDS PRIOR TO BIDS AND ALSO 1 WEEK PRIOR TO START OF
CONSTRUCTION.
4.ENSURE 80% MINIMUM EVAPO-TRANSPIRATION PER LOCALITY FOR WATERING
SCHEDULE.
5.PROVIDE NEW COMPONENTS WITH INTACT MANUFACTURER WARRANTY,
PROVIDE COPIES TO OWNER.
6.COORDINATE WITH GC ON CONTROLLER LOCATION.
6.1.OUTDOOR CONTROLLERS SHALL BE OUTDOOR-RATED, SECURED IN
LOCKABLE BOX OR OTHER SECURE MEANS, KEYS SHALL BE PROVIDED TO
OWNER & GC.
6.2.INDOOR CONTROLLERS SHALL BE LOCATED IN RISER ROOM OR MECH
ROOM, PROVIDE 3
4" SWEEP ELL, COORDINATE WITH MEP/GC.
7.VALVES:
7.1.FLOW CONTROL DEVICE IS REQUIRED FOR MASTER CONTROL AND
REMOTE CONTROL VALVES.
7.2.FILL BOTTOM OF VALVE WITH WASHED PEA GRAVEL UP TO WITHIN 3" OF
VALVES. EXPOSED SOIL IS NOT PERMITTED.
7.3.BACKFLOW ASSEMBLY SHALL BE LOCATED IN PLANTER BEDS WHENEVER
POSSIBLE TO SCREEN WITH SHRUBBERY.
8.PIPING SHALL BE PROVIDED AS FOLLOWS:
8.1.POINT OF CONNECTION PER PLAN, OR AS CIVIL/GC RECOMMENDS, IN
PLANTER WHEREVER POSSIBLE. SEE CIVIL PLANS.
8.2.PROVIDE GASKETS & APPROVED INDUSTRY STANDARD
JOINT-RESTRAINTS AT ALL HARD ANGLES, 45, TEE, ELL, ETC FOR PIPING 3"
DIA AND GREATER.
8.3.COMMON TRENCHING IS RECOMMENDED.
8.4.SLEEVES SHALL BE 2X (DOUBLE) PIPING SIZE.
8.5.CLASS 200 PVC MINIMUM, OR APPROVE EQUAL FOR SYSTEM PIPING IN
ADDITION TO INDUSTRY STANDARD POLY LATERALS.
8.6.PROVIDE SCHEDULE 40 UNDER HARDSCAPE PAVEMENT, CONCRETE, ETC.
9.SPRINKLERS, DRIP & EMITTERS
9.1.DRIP SHALL BE CONCEALED UNDER PLANTER BED MULCH.
9.2.NETAFIM DRIP INSTALLED PER MANUFACTURER'S RECOMMENDATIONS IS
RECOMMENDED DRIP SERVICE.
9.3.MATCH PRECIPITATION RATES REQUIRED WITHIN EACH CIRCUIT WITH 5
FEET PER SECOND MAXIMUM VELOCITY.
9.4.HEAD TO HEAD COVERAGE IS REQUIRED FOR TURF-SPRAY.
9.5.TROUBLE SHOOT & FIELD-VERIFY AS NEEDED TO AVOID SPRAYING ON
HARDSCAPES, BUILDINGS, ETC.
10.WIRING
10.1.WIRING TO BE A MINIMUM 12" BELOW FINISHED GRADE, AVOID LOW
POINTS AND SWALES ETC.
10.2.WIRES SHALL BE LOCATED IN 1.5" MINIMUM CONDUIT SEPARATE FROM
PIPING.
11.ALL WORKSMANSHIP SHALL BE GUARANTEED BY CONTRACTOR FOR A PERIOD
OF 1-YEAR AT DATE OF COMPLETION ESTABLISHED IN AGREEMENT BY OWNER,
GC, CONTRACTOR.
IRRIGATION_NOTES
SYMBOL CODE BOTANICAL / COMMON NAME SIZE CONTAINER QTY DETAIL REMARKS
TREES
GS Gleditsia triacanthos inermis `Shademaster` TM / Shademaster Locust 2" Cal.B&B 2 35`H x 35`W
MS Malus x `Spring Snow` / Spring Snow Crabapple 2" Cal.B&B 3 20`H x 20`W
TA Tilia americana `Redmond` / Redmond American Linden 2" Cal.B&B 1 50`H x 35`W
SHRUBS
BS Berberis thunbergii `Sunjoy` / Sunjoy Gold Pillar Barberry 5 gal.Pot 2 4`H x 2`W
RG Rhus trilobata `Gro Low` / Gro Low Sumac 5 gal.Pot 2 30"H x 8`W
RF Rosa x `Flower Carpet Red` / Rose 5 gal.Pot 18 18"H x 3`W
YF Yucca filamentosa `Color Guard` / Adam`s Needle 5 gal.Pot 2 3`h x 4`w
PERENNIALS
CO Calamagrostis x acutiflora `Overdam` / Overdam Feather Reed Grass 2 gal Pot 3 6`h x 2`w
HB Helictotrichon sempervirens `Blue Oats` / Blue Oat Grass 2 gal Pot 8 30"H x 30"W
PLANT SCHEDULE
NORTH
0 feet40
1" = 20'
20 60 80
L1.0
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Idaho Falls, ID Logan, UT
Consulting Engineering
Land Development
Land Surveying
Structural
Civil
GIS
www.KORE-4.com
PH: 208.840.5673
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LANDSC A P E A R C HITECT
05.18.26
DISCLAIMER:
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NOTES:
1.REMOVE DEAD/DAMAGED BRANCHES PRUNE PER
INTERNATIONAL SOCIETY ARBOCULTURE STANDARDS
2.REMOVE TREE-WRAPPING AFTER INSTALLATION
3.CONTRACTOR OPTION: STAKING WITH CINCH-TIE
(RUBBER RECOMMENDED) 6" DOWN FROM BOTTOM
BRANCH, PARALLEL TO PREVAILING WINDS,
CONTRACTOR SHALL ENSURE TREES ARE PLANTED &
REMAIN PLUMB FOR DURATION OF 1-YEAR, REMOVE
STAKING AT END OF PERIOD, DO NOT DAMAGE
ROOTBALL, USE 2"x2" CEDAR OR 3" LODGEPOLE
4.3" DEPTH MULCH, SHALL BE 3" CLEAR OF TRUNK,
PROVIDE TREE-RINGS IN LAWN, 5' DIA MIN UNLESS
OTHERWISE SPECIFIED, WOOD MULCH OR OTHER
5.REMOVE BURLAP, TWINE, WIRE FROM TOP 1
2 OF
ROOTBALL. COMPLETELY REMOVE ALL NAILS, TIES,
PLASTIC, SYNTHETIC/NON-BIODEGRADABLE BURLAP
6.PROVIDE 3-4" COMPOST MIX AROUND ROOTBALL,
PROVIDE 3" BERM AROUND TREE TO AID WATER
RETENTION, REMOVE AT END OF PROJECT, REPLACE
MULCH AS NEEDED
7.FERTILIZER TABLETS, AGRI-FORM COMMERCIAL SLOW
RELEASE OR APPROVED OTHER
8.SOIL PLANTING MIXTURE, SEE SPECIFICATIONS
9.SET ROOTBALL ON COMPACTED NATIVE SOILS, IN THE
EVENT OF A HARDPAN WHICH HINDERS OR PREVENTS
PLANTING PER DETAIL & SPECIFICATIONS, NOTIFY
LANDSCAPE ARCHITECT IMMEDIATELY
01 CANOPY TREE
DETAIL-FILE
3"'
6"
'
PREVAILING WIND
1
2
3
4
5
6
7
8
·CONTRACTOR SHALL CONTACT LANDSCAPE
ARCHITECT FOR ANY DISCREPANCIES OR
LACK OF CLARITY ON PLANS
·DO NOT DAMAGE LEADER OR ROOTBALL
·ROOT PROBE: WITHIN 3-4" OF TRUNK, TOP
ROOTS SHALL BE SLIGHTLY ABOVE FINISHED
GRADE
·WATER THOROUGHLY, ~2X WITHIN FIRST 24
HOURS
·TREES OFF-PLUMB, OR DEAD-DAMAGED
DURING INSTALL/CONSTRUCTION SHALL BE
REPLACED AT EXPENSE OF CONTRACTOR
WITHIN 1-YEAR PERIOD
9
2X ROOTBALL WIDTH
3X ROOTBALL WIDTH
5' DIAMETER TREE RING
NOTES:
1.REMOVE DEAD/DAMAGED BRANCHES PRUNE PER
INTERNATIONAL SOCIETY ARBOCULTURE STANDARDS
2.REMOVE TREE-WRAPPING AFTER INSTALLATION
3.CONTRACTOR OPTION: STAKING WITH CINCH-TIE
(RUBBER RECOMMENDED) 6" DOWN FROM BOTTOM
BRANCH, PARALLEL TO PREVAILING WINDS,
CONTRACTOR SHALL ENSURE TREES ARE PLANTED &
REMAIN PLUMB FOR DURATION OF 1-YEAR, REMOVE
STAKING AT END OF PERIOD, DO NOT DAMAGE
ROOTBALL, USE 2"x2" CEDAR OR 3" LODGEPOLE
4.3" DEPTH MULCH, SHALL BE 3" CLEAR OF TRUNK,
PROVIDE TREE-RINGS IN LAWN, 5' DIA MIN UNLESS
OTHERWISE SPECIFIED, WOOD MULCH OR OTHER
5.REMOVE BURLAP, TWINE, WIRE FROM TOP 1
2 OF
ROOTBALL. COMPLETELY REMOVE ALL NAILS, TIES,
PLASTIC, SYNTHETIC/NON-BIODEGRADABLE BURLAP
6.PROVIDE 3-4" COMPOST MIX AROUND ROOTBALL,
PROVIDE 3" BERM AROUND TREE TO AID WATER
RETENTION, REMOVE AT END OF PROJECT, REPLACE
MULCH AS NEEDED
7.FERTILIZER TABLETS, AGRI-FORM COMMERCIAL SLOW
RELEASE OR APPROVED OTHER
8.SOIL PLANTING MIXTURE, SEE SPECIFICATIONS
9.SET ROOTBALL ON COMPACTED NATIVE SOILS, IN THE
EVENT OF A HARDPAN WHICH HINDERS OR PREVENTS
PLANTING PER DETAIL & SPECIFICATIONS, NOTIFY
LANDSCAPE ARCHITECT IMMEDIATELY
02 CONIFER TREE
DETAIL-FILE
3"'
PREVAILING WIND
1
2
3
4
5
6
7
8
·CONTRACTOR SHALL CONTACT LANDSCAPE
ARCHITECT FOR ANY DISCREPANCIES OR
LACK OF CLARITY ON PLANS
·DO NOT DAMAGE LEADER OR ROOTBALL
·ROOT PROBE: WITHIN 3-4" OF TRUNK, TOP
ROOTS SHALL BE SLIGHTLY ABOVE FINISHED
GRADE
·WATER THOROUGHLY, ~2X WITHIN FIRST 24
HOURS
·TREES OFF-PLUMB, OR DEAD-DAMAGED
DURING INSTALL/CONSTRUCTION SHALL BE
REPLACED AT EXPENSE OF CONTRACTOR
WITHIN 1-YEAR PERIOD
9
2X ROOTBALL WIDTH
3X ROOTBALL WIDTH
5' DIAMETER TREE RING
NOTES:
1.REMOVE DEAD/DAMAGED BRANCHES PRUNE PER
INTERNATIONAL SOCIETY ARBOCULTURE STANDARDS
2.DO NOT COVER CROWN OF SHRUB, GROUND LINE TO
BE SAME AS NURSERY, PROVIDE 2" BERM TO AID
WATERING
3.3" DEPTH MULCH, SHALL BE 2"-3" CLEAR OF TRUNK,
OVER COMMERCIAL GRADE WEED-BARRIER FABRIC
UNLESS OTHERWISE NOTED
4.REMOVE BURLAP, TWINE, WIRE FROM TOP 1
2 OF
ROOTBALL. COMPLETELY REMOVE ALL NAILS, TIES,
PLASTIC, SYNTHETIC/NON-BIODEGRADABLE BURLAP
5.PROVIDE 3-4" COMPOST MIX AROUND ROOTBALL,
PROVIDE 3" BERM AROUND TREE TO AID WATER
RETENTION, REMOVE AT END OF PROJECT, REPLACE
MULCH AS NEEDED
6.SOIL PLANTING MIXTURE, SEE SPECIFICATIONS,
PROVIDE BIOSTIMULANTS & FERTILIZER TABLETS AS
RECOMMENDED FOR EACH SHRUB TYPE, SOIL TO BE
INSTALLED IN UNTAMPED/UNCOMPACTED 6" LIFTS,
WATER EACH LAYER THOUROUGHLY
7.SET ROOTBALL ON COMPACTED NATIVE SOILS, IN THE
EVENT OF A HARDPAN WHICH HINDERS OR PREVENTS
PLANTING PER DETAIL & SPECIFICATIONS, NOTIFY
LANDSCAPE ARCHITECT IMMEDIATELY
03 SHRUB DETAIL
DETAIL-FILE
3"'
PREVAILING WIND
STAKING OF TALLER-UPRIGHT SHRUBS
AT CONTRACTOR DISCRESTION
1
2
3
4
5
6
7
·CONTRACTOR SHALL CONTACT LANDSCAPE
ARCHITECT FOR ANY DISCREPANCIES OR
LACK OF CLARITY ON PLANS
·WATER THOROUGHLY, ~2X WITHIN FIRST 24
HOURS
·APPLY PRE-EMERGENT TO ALL PLANTER
BEDS, PER MANUFACTURER'S
RECOMMENDATIONS
·SHRUBS OFF-PLUMB, OR DEAD-DAMAGED
DURING INSTALL/CONSTRUCTION SHALL BE
REPLACED AT EXPENSE OF CONTRACTOR
WITHIN 1-YEAR PERIOD
·IF CONTAINER-GROWN PLANT IN LIEU OF
BALL & BURLAP, LOOSEN TO PREVENT
ROOT-BOUND ISSUES
2X ROOTBALL WIDTH
3X ROOTBALL WIDTH
5' DIAMETER TREE RING
LANDSCAPE BOULDER
DETAIL-FILE
1/
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NOTE:
·BOULDERS SHALL BE LOCALLY-REGIONALLY
QUARIED, SOURCED FROM REGIONAL
SUPPLIER, ON-SITE BOULDERS SHALL BE
COORDINATED WITH DESIGNER/OWNER,
CLEANED OF DIRT & DEBRIS, PRIOR TO REUSE
·QUARRIED
·DO NOT SCAR, DAMAGE, OR MARK BOULDERS
·INSTALL WITH WEATHERED SIDE UP
·SIZES SHALL BE EVENLY DISTRIBUTED
AMONGST GROUPINGS, IE 1 LARGE BOULDER
PER EACH GROUP OF 3, ETC
·LOCATE PLANTS SO MATURE SIZE IS NEAR
BOULDER EDGE, ALLOW PLANTS ROOM TO
GROW
1
1.3' X 3' X 3' - 4' X 5' X 8' BOULDER (OR
GREATER IF SPECIFIED)
2.ADJACENT MULCH OR LAWN
3.COMPACT SUBGRADE AS REQUIRED,
85-90%
2
3
L1.5
LANDSCAPE
DETAILS
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Idaho Falls, ID Logan, UT
Consulting Engineering
Land Development
Land Surveying
Structural
Civil
GIS
www.KORE-4.com
PH: 208.840.5673
##############
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LA-16830
R
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UBNESSEJ *
OH
A
DIFOETATS
*
L
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LANDSC A P E A R C HITECT
05.18.26
DISCLAIMER: