HomeMy WebLinkAboutINFRASTRUCTURE PLAN Rev. (2) 7.02.2021- 21-00187 - RPR4GVR0000010 - Rexburg RowhousesAuthor Name Author Email Author Phone No.:
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
Tawnya Grover Tawnya.Grover@rexburg.org 208-372-2167
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Description : RPR4GVR0000010 - Rexburg Rowhouses
Address : RPR4GVR0000010 - 7th North and Carlow
Application Type :
Document Filename : INFRASTRUCTURE PLAN Rev. (1) 6.07.21 - 21-00187 - RPR4GVR0000010 - Rexburg Rowhouses.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
4 Callout Joel Gray : PW Open 4 Is 12" pipe large enough?
4 Callout Joel Gray : PW Open 4 ADA corner required.
C-6 Free text Joel Gray : PW Open 6 DEQ Approval Required.
# 21-00187
New Single Family Residence
Report Date: 06.22.2021
Approval of plans does not constitute approval of variance from code
Page 1 of 1
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Date:
Connect Engineering
APPROVAL SIGNATURES:
of
DEVELOPMENT DRAWINGS FOR:
STATE MAP
SHEET NO.
PLOT DATE: 6/4/2021 11:52 AM
Date:
The Civil Connection
1150 Hollipark Dr. Idaho Falls, ID 83401
208.881-0081 Date:Department of Environmental Quality
C-1 C-9
REXBURG ROWHOUSE
REXBURG, ID
REXBURG, ID
PRELIMINARY FOR
REVIEW ONLY
SITE MAP
VICINITY MAP
REXBURG, ID
Sheet List Table
Sheet Number Sheet Title
C-1 COVER
C-2 NOTES
C-3 REFERENCE SHEET
C-4 SITE PLAN
C-5 MAIN ACCESS PLAN & PROFILE
C-6 BUILDING 1 PLAN & PROFILE
C-7 BUILDING 2 PLAN & PROFILE
C-8 IRRIGATION DITCH PLAN & PROFILE
C-9 DETAILS SHEET
BID SET 6-4-2021
PRINTING NOTE: DOCUMENT IS INTENDED
TO BE PRINTED IN COLOR FOR GREATER
CLARITY IN DESIGN INFORMATION.
CONTACTS
SITE PLAN CONTACT
JOSHUA BALL, EIT
IDAHO FALLS, IDAHO 83401
(208) 881-0081
PROJECT OWNER
MIKE WADE
MIKEW5353@GMAIL.COM
(801) 809-9965
ARCHITECT
KYLER HOKANSON
REXBURG, IDAHO 83440
(208) 701-0068
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2021-039
DATE:DATE: June 4, 2021
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DEPARTMENT OF ENVIRONMENTAL QUALITY
900 N SKYLINE, SUITE B
IDAHO FALLS, IDAHO 83402
(208) 528-2650
CONTACTS
INTERMOUNTIAN GAS COMPANY
1527 HOLLIPARK DR
IDAHO FALLS IDAHO, IDAHO 83401
(208) 542-6632
ROCKY MOUNTAIN POWER
170 W 2ND N
REXBURG, ID 83440
(888) 221-7070
CITY OF REXBURG
35 N 1ST E,
REXBURG, ID 83440
(208) 359-3020
APPROVED BY ________________________DATE:____________
City of REXBURG
STARLIGHT
1525 SHERRY DR.
IDAHO FALLS, ID 83403
(208) 523-4567
GENERAL NOTES
1. All materials, workmanship, and construction of site improvements shall meet or exceed the work standards
and specifications set forth by the CITY OF REXBURG standard specifications and drawings, and
and requirements of the Idaho Standards for Public Works Construction, (ISPWC) current edition.
2. All material furnished on or for the project must meet the minimum requirements of the approving agencies
or as set forth herein, whichever is more restrictive.
3. The Contractor is cautioned that the location and/or elevation of existing utilities, as shown on these
plans, is based on records of the various utility companies and where possible, measurements taken in the
field. The Contractor must call the local utility location center at least 48 hours before any excavation
to request exact field locations of the utilities.
4. A Pre-Construction Conference shall be held a minimum of three (3) working days prior to start of work.
All Contractors, Subcontractors and/or Utility Contractors shall be present.
5. All lot dimensions and easements are to be taken from the Final Plat of the recorded subdivision plat.
6. The Contractor shall maintain all existing drainage and sanitary sewer facilities within the construction area
until the drainage improvements are in place and functioning.
7. All Contractors working within the project boundaries are responsible for compliance with all applicable
safety laws of any jurisdictional body including but not limited to, barricades, safety devices, control of
traffic, excavation, trenching, shoring, and security within and around the construction area.
8. Contractors must furnish proof that all materials installed on this project meet the requirements of Note
# 2 above at the request of the agency and/or Engineer.
9. CONNECT ENGINEERING must give approval prior to (a) backfilling trenches for pipe; (b) placing
of aggregate base; (c) placing of concrete; (d) placing of asphalt pavement. Work done without such
approval shall not relieve the Contractor from the responsibility of performing the work in an acceptable
manner. Contract work will not be accepted by the CITY OF REXBURG without the approval
of the Project Engineer.
10. Developmental drawings must be submitted to the CITY OF REXBURG Public Works Dept. prior to final
approval.
11. Only plan sets marked "Approved for Construction" shall be used by the project contractor(s). Use of any
plans on the job without the "Approved of Construction" stamp shall be grounds for the issuance of a stop
work order. Contractor must also maintain a set of plans stamped with approval by the Department of
Environmental Quality on site.
12. Contractor is responsible for property corner protection. The cost of $30 per corner will be held as retainage until all
interior corners are verified to be in place.
13. Each Contractor shall be responsible for acquiring any necessary NPDES permits, filing any NOI's or
NOT's, and preparing a Storm Water Pollution Prevention Plan (SWPPP) in accordance with the
Environmental Protection Agency. Contact the EPA at 208.378.5776 for the required information. Said
permit shall be presented to the Engineer at least forty-eight (48) hours prior to the beginning of construction.
14. The Contractor shall be responsible for keeping roadways free and clear of all construction debris and dirt
tracked in from the site.
15. All measures possible shall be taken to ensure erosion control with Best Management Practices.
16. Quantities shown are estimates by the Engineer. The Contractor must verify all quantities. If there is a
large discrepancy contact the Engineer.
17. All work must meet standards set forth by the American Disabilities Act (ADA) inside public rights of way.
18. Trench backfill Type 2A compaction "Water Settling" will not be an acceptable method of trench backfill
compaction.
19. All water valves, blow-offs and manholes will be placed so as not to conflict with any concrete curb, gutter,
valley gutter, and sidewalk improvements.
20. CONNECT ENGINEERING and/or Inspector shall make periodic visits to the project location to ensure that
the site improvements meet or exceed standards and design as per the approved construction drawings.
21. To receive final acceptance, Contractor must submit copy of field plans complete with construction notes
and As-Built information, corrections, changes, etc.
22. Contractor must have ISPWC manual (current edition) on-site during all phases of construction. Failure to
do so may result in non-acceptance of the site by DEQ, Engineer, City etc.
23. A copy of the Quality Control Signature sheet (with all applicable signatures) shall be delivered to CONNECT
ENGINEERING prior to the walk-thru.
24. A Right-of-Way Construction Permit from the CITY OF REXBURG Public Works is required for any
construction in the road right-of-way not shown on these improvement drawings.
25. Contractors shall provide a one (1) year warranty on all roads from the date of formal acceptance by the CITY
OF REXBURG.
26 Lot corners and centerline intersection monuments have been staked as shown on the recorded plat of this
subdivision. Should any of these monuments be lost or disturbed during construction Idaho Code 55-1613 requires said
monuments will be reestablished by a professional land surveyor at the expense of the agency or person causing the
loss or disturbance.
27. All Construction Staking shall be provided by the owner one time, but if restaking is required this shall be
provided at the Contractors expense.
28. It is the contractors reasonability to know which permits are needed and obtain all construction permits including
ROW for bore.
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.
STREET SIGNING
1.All road striping and traffic signing shall be designed, constructed, and placed according to the current Manual of
Uniform Traffic Control Devices (MUTCD) with the following exceptions:
1.1.All Stop and Yield signs used in any subdivision shall be a minimum 30" X 30", engineer grade sheeting is not
allowed.
1.2.All Road Name and Street signs shall have a minimum 4" legend. Both background and legend shall be
retro-reflective. Standard colors are white legend and green background except private roads, which will have
a blue background.
1.3.Substrate material shall be aluminum; no fiberglass or plastic will be accepted.
1.4.The minimum size for Speed Limit Signs shall be 24"W X 30"L with black legend on white background.
1.5.Posts shall be metal and shall be anchored with a "soil type" anchor. No concrete shall be used as an anchor.
Posts shall be 2" X 2" square and must meet break-a-way standards of the State of Idaho. No U-channel shall
be used.
1.6.The minimum height of signs shall be 6' from the road surface to the bottom of the sign.
1.7.Maintenance of all street and traffic signs will be the responsibility of the developer until the streets are
officially accepted for maintenance by the CITY OF REXBURG.
WATER NOTES
1. The water system shall be constructed to conform with the standards set forth in the "Idaho Regulations for
Public Drinking Water Systems" and the current CITY OF REXBURG standard drawings and specifications.
2. The pipe shall be installed in a workmanlike manner by persons properly qualified to perform said work and shall
be in conformance with the manufacturer's recommendations as approved by the City Engineer. All work and
materials must conform to current requirements of the CITY OF REXBURG. Water distribution mains shall
be constructed with class 50 DI pipe, AWWA C-900, DR 18 PVC or Pressure Class 250 DIP.
3. All water services shall be 1" DR7 (200 psi) PE IPS pipe and have a minimum cover of 5 feet per City of IDAHO FALLS
Std. Dwgs #600-1 and / or 600-3. Cap lines 15' inside property lines after installation of the water mains. The trenches
shall be compacted to 95% of maximum density to prevent further settlement. All mains shall be leak-tested, disinfected,
flushed and bacteria tested before connecting to the municipal system. Mueller thermal coil meter pit, or equivalent,
required for all water services.
4. Where it is necessary for sewer and water to cross each other and the sewer line is above or less than 18
inches below the water main, the sewer line crossing shall be either:
a. Non-Potable pipeline construction with potable water class pie for a minimum of ten (10) feet either side of
potable pipeline with a single twenty (20) feet section of potable water class pipe centered on the crossing; or
b. Sleeve non-potable or potable pipeline with potable water class pipe ten (10) feet either side of crossing.
Use of hydraulic cementitous materials such as concrete, controlled density fill, and concrete slurry encasement
is not allowed as a substitute for sleeving.
If potable pipeline is below non-potable pipeline, the non-potable pipeline must also be supported through the
crossing to prevent settling.
5. All tees, plugs, caps and bends, and at other locations where unbalanced forces exist, shall be secured and
anchored by concrete thrust blocks as shown on CITY OF REXBURG std. dwgs.
6. CONNECT ENGINEERING will provide one (1) set of construction stakes for each of the following items:
water main lines, fire hydrants, and service connections.
7. Contractor to field verify all valve box lid elevations to assure that said lid elevations match final street grade.
8. The paving contractor shall be responsible for constructing concrete collars and final adjustments of water
valves to grade.
9. Pipes laid on a curve: the maximum joint deflection shall be 5 percent or the manufacturer's recommendation,
whichever is less.
10. The developer will test the compaction of the water pipeline bedding in accordance with the ISPWC
specifications construction inspection policy. Testing will be done by an outside testing laboratory. The cost of this
service shall be paid by the developer. However, if the test fails, the cost of the test and any retesting shall be
paid by the water contractor. The contractor shall coordinate with the developer's engineer and testing
laboratory to schedule the tests, his backfilling, and pipe laying operation.
11. The developer's engineer shall be present during all testing of the water line.
12. The horizontal separation of the water and sanitary sewer, or storm drain shall be a minimum of ten (10) feet.
13. The water line construction shall conform to the depth of public health and welfare regulations of public drinking.
A minimum of 5-foot cover for water lines water systems and disinfection specifications shall be kept.
14. Fire hydrants or temporary blow-offs shall be installed on dead-end water lines.
15. Water lines shall not exceed 8' in depth from finished grade.
16. At all times, when laying pipe is not in progress, open ends of the pipe shall be closed by a watertight plug or
other approved means. At the close of the day's work, or whenever workmen are absent from the job, the end
of the last laid section shall be plugged, capped, or tightly closed to prevent entry of foreign material.
17. All water main fittings to be mechanical joint; no flanged fittings.
18. A minimum of 18" vertical clearance must exist between potable and non-potable lines.
19. Fire hydrants shall be Clow Medallion or Waterous Pacer. Any other type shall be up to the CITY OF REXBURG to
approve or reject. All fire hydrants shall be painted red.
20. Install No. 12AWG copper locating wire with insulation on all water pipe and water service lines. Utilize epoxy splice kits.
SEWER NOTES
1. Prior to construction, it shall be the responsibility of the contractor to inform all the utility companies of the
construction schedule.
2 All existing utility locations and depths are approximate and shall be verified by the contractor.
3. All elevations are based on the USED DATUM.
4. Manhole rim elevations as shown on the Construction Drawings are approximate. The manhole frames and
covers shall be constructed in accordance with the CITY OF REXBURG Standard Drawings. Rim elevations
shall be determined by the engineer in the field during construction.
5. Contractor shall repave any existing paved streets disturbed during construction.
6. Retain and protect all irrigation and drainage crossings. The contractor shall coordinate with the owner and the
Rexburg Irrigation Company (208-356-5251) for the inspection of the exposed irrigation and/or drainage pipe
crossings. If existing pipes are damaged, the affected pipe will be replaced by the contractor.
7. The developer's engineer shall be present during all testing of the sewer construction.
8. Retain and protect existing curb, gutter and sidewalk. if removal is necessary, replacement shall be incidental to
project.
9. The following type and class of pipe will be permitted: gravity pipe shall conform to ASTM D-3034, PVC, SDR
35, or other pipe approved in the CITY OF REXBURG Standards.
10. All work shall be constructed to the CITY OF REXBURG Standards. All work shall be approved by the CITY
OF REXBURG.
11. Sanitary sewer manhole cones shall be set a maximum of one (1) foot below specified ring elevations by sewer
contractor. All remaining manhole materials, other than concrete collars necessary to construct manhole to
finished grade, shall be furnished by the sewer contractor for placement at finished grade by street paving
contractor. All materials for concrete around manhole rings shall be supplied and constructed to finished grade
by street contractor. The owner's engineer shall be contacted 24 hours prior to placing concrete collars.
12. The trench backfill above the pipe zone will be inspected by the owner's engineer in accordance with the latest
edition of the Idaho Standards for Public Works Construction Specifications and the CITY OF REXBURG
Standards and Specifications.
13. Where PVC is utilized, a rubber ring or approved equivalent is to be installed where the pipe is in contact with
manhole base and/or manhole channel in order to insure a watertight seal.
14. Where it is necessary for sewer and water to cross each other and the sewer line is above or less than 18
inches below the water main, the sewer line crossing shall be either:
a. Non-Potable pipeline construction with potable water class pie for a minimum of ten (10) feet either side of
potable pipeline with a single twenty (20) feet section of potable water class pipe centered on the crossing; or
b. Sleeve non-potable or potable pipeline with potable water class pipe ten (10) feet either side of crossing.
Use of hydraulic cementitous materials such as concrete, controlled density fill, and concrete slurry
encasement is not allowed as a substitute for sleeving.
If potable pipeline is below non-potable pipeline the non-potable pipeline must also be supported through the
crossing to prevent settling.
15. Where the sewer main depth will allow, all sewer service lines shall be constructed to a depth of 9.5' at property
line. The contractor shall use 4" diameter PVC pipe or approved equivalent for all service lines. All sewer
service lines shall be constructed at a minimum grade of 1%.
16. Sewer service lines shall be 4" PVC and constructed to a point 15' inside the front lot line as shown. Except
where otherwise located, the sewer service lines shall be constructed as shown on plan.
17. The horizontal separation of the water and sewer mains shall be a minimum of ten (10) feet.
18. Contractor shall notify the CITY OF REXBURG City Engineer and the developer's engineer 48 hours in
advance of construction.
19. Water levels shall be maintained below the trench bottom during the pipe laying and joining operation. The
dewatering method shall be discussed with the engineer and approved prior to construction. Ditches and storm
drain facilities that are silted up due to the contractor's dewatering shall be cleaned and restored to their original
state.
20. Contractor shall locate and protect all underground utilities during construction.
21. The developer shall test the compaction of the sewer pipeline bedding in accordance with the the
ISPWC specifications, and will be done by an outside testing laboratory. The cost of this service shall
be paid by the developer. However, if the test fails, the cost of the test and any retesting shall be paid by the
contractor. The contractor shall coordinate with the developer's engineer and the testing laboratory to
schedule the tests, backfilling, and pipe laying operation.
22. After all utilities are constructed and just prior to paving, the contractor shall perform an air test on the sewer
system. The developer's engineer shall be present to witness the test. The contractor shall contact the
engineer 24 hours prior to testing. City of REXBURG requires low pressure air or hydrostatic testing, mandrel,
and CCTV inspection of the completed sewer.
23. The contractor shall leave the excavation for the upstream end of all service lines open for field verification of
the invert elevation by the engineer's inspector. The contractor shall not backfill the ends of service lines until
he has obtained approval from the engineer's inspector or made other arrangements for verification of service
line invert elevations.
24. Service and main piping shall be in accordance with ASTM 3034 and shall be SDR 35 or greater plastic pipe or
approved equal.
25. Service wyes shall be installed per the CITY OF REXBURG Standards.
26. Backfill compaction of drop manholes shall not be accepted without full time inspection by developer's engineer
during compaction work.
27. At all times, when laying pipe is not in progress, open ends of the pipe shall be closed by a watertight plug or
other approved means. At the close of the day's work, or whenever workmen are absent from the job, the end
of the last laid section shall be plugged, capped, or tightly closed to prevent entry of foreign material.
28. All visible leaks shall be repaired - even if the leakage is below allowable limits.
29. The developer's engineer shall be present during all testing of the sewer line.
30. A minimum of 18" vertical clearance must exist between potable and non-potable lines.
ELECTRICAL NOTES
1. All new electrical facilities shall be constructed in accordance with the current
Rocky Mountain Power Service Policy. Each utility shall be constructed to its own policy.
2. Electrical sectionalizing cabinets and bases (when required) will be provided by Rocky Mountain Power but shall be
installed by the Developer/Contractor.
3. All primary and secondary conduits shall be provided and installed by the Developer/Contractor. All
electrical conduits and 36" radius elbows shall be schedule 40 pvc.
4. The minimum power trench depth shall be 54" below finished grade. (Conduit to be installed 48" below
finish grade). Including 6" of sand bedding below and above top of conduits.
5. Primary and secondary conduit depths can be reduced to 18" of cover below finished grade with
approval by Rocky Mountain Power. Rigid galvanized steel conduit must be provided and installed by the
Developer/Contractor in a trench that is less than 48" deep.
6. The Contractor shall retain and protect all existing City power poles and electrical facilities during construction
except those facilities shown to be relocated or moved per Rocky Mountain Power contractors map.
7. Coordinate all electrical construction with Rocky Mountain Power.
8. Owner shall bear all costs to relocate or remove existing power poles, light poles, anchor guys, and
miscellaneous electrical facilities, except those facilities inside city rights of way.
9. The Owner/Developer shall provide all trenching, conduit and concrete light pole foundations for street
illumination along all Public Right of Way as per Rocky Mountain Power current service policy. In addition,
Owner/Developer shall purchase street light assembly provided and installed by Rocky Mountain Power.
10. If applicable, see Rocky Mountain Power Electrical site plan for off-site electrical and fiber optic facilities, layout,
and installation details.
11. With exception of conduit crossing, contractor shall install curb and gutter prior to power trench and conduit
installation. or (with Rocky Mountain Power approval) centerline of trench may be staked with cut/fill to bottom of
trench at all grade breaks and hubs at 25' intervals and offset stakes at all transformers, switch cabinets,
secondary pedestals etc.
12. Contact Rocky Mountain Power prior to construction.
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100-1 RETAIN AND PROTECT
403-1 FIRE HYDRANT-DETAIL ISPWC SD-404
200-1 SAW-CUT LINE AND ASPHALT REMOVAL AND UTILITY TRENCH
PER ISPWC SD - 306
401-8 INSTALL 8" WATER PIPE PVC C-900 @ 5' MINIMUM COVER
401-6 INSTALL 6" WATER PIPE PVC C-900 @ 5' MINIMUM COVER
401-8.90 INSTALL 8" 90° BEND WITH THRUST BLOCK PER ISPWC SD - 403
402-6 INSTALL 6" WATER VALVE PER ISPWC SD - 406
404-1.5 INSTALL 1.5" WATER SERVICE WITH METER PIT INCLUDING
METER PER IF SD-401A
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 IF-511
601-12 INSTALL 12" ADS N 12 STORM PIPE @ 0.22% MIN SLOPE
602-1
INSTALL OPEN BOTTOM CATCH BASIN PER DETAIL SHEET C-5
602-2 INSTALL CATCH BASIN TYPE I PER ISPWC SD-601
706-11 INSTALL 3" ROLLED CURB PER ISPWC SD-702
706-R1 INSTALL ADA PEDESTRIAN RAMP W/DETECTABLE WARNING DOMES
PER ISPWC SD-712
706-S2 INSTALL INTEGRAL CONCRETE SIDE WALK PER DETAIL THIS SHEET
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
706-12 INSTALL 3" LIP DOWN ROLLED CURB PER DETAIL SHEET C-5
706-D1 INSTALL CURB DRAIN PER ISPWC SD-715
602-3
INSTALL SD MANHOLE TYPE A WITH REGULAR LID PER IF-612
RETAIN AND PROTECT
EARTHWORK
WATER
401-10 INSTALL 10" WATER PIPE PVC C-900 @ 5' MINIMUM COVER
401-12 INSTALL 12" WATER PIPE PVC C-900 @ 5' MINIMUM COVER
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
402-8 INSTALL 8" WATER VALVE PER ISPWC SD - 406
402-12 INSTALL 12" WATER VALVE PER ISPWC SD - 406
404-1 INSTALL 1" WATER SERVICE WITH METER PIT INCLUDING METER
PER IF SD-401A
SEWER
501-12 INSTALL 12" SDR 35 SANITARY SEWER PIPE @ 0.4% MIN.
STORM
CONCRETE
ACRONYMS
FF SF
TBC
BOTTOMBTM
SQUARE FEET
TOP BACK OF CURB
PC POINT OF CURVATURE
PI POINT OF INTERSECTIONGB
STA STATION
R RIGHTLLEFT
OFF OFFSET
PVI POINT OF VERTICAL INTERSECTION
INV IN
INV OUT
SSMH SANITARY SEWER MANHOLE
FINISH FLOOR
GRADE BREAK
INVERT IN
INVERT OUT
CB STORM DRAIN CATCH BASIN
SDMH STORM DRAIN MANHOLE
LP LOW POINT
HP HIGH POINT
PUE PUBLIC UTILITY EASEMENT
PUD PLANNED UNIT DEVELOPMENT
505-6 INSTALL 6" C-900 PRESSURIZED SANITARY SEWER
1102-1 INSTALL STREET LIGHT
TRAFFIC SIGNAL AND
STREET LIGHTING
1103-1 INSTALL STOP SIGN AND STREET SIGNS PER MUTCD STD.
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
404-2 INSTALL 2" WATER SERVICE WITH METER PIT INCLUDING METER
PER IF SD-401A
706-3 INSTALL 6" CURB AND GUTTER PER CITY OF REXBURG STANDARD
ENGINEERING DRAWINGS.
706-A1 INSTALL CONCRETE COMMERCIAL APPROACH PER ISPWC SD-710
706-S1 INSTALL 4" CONCRETE SIDEWALK PER ISPWC SD-709
REFERENCES
506-6.90 INSTALL 6" 90° PRESSURE SEWER BEND WITH THRUST BLOCK PER
ISPWC SD - 403
NOTE:
NOT ALL HATCHES, LINETYPES,
REFERENCES, AND SYMBOLS ON THIS
SHEET ARE INCLUDED IN THIS PLAN SET.
LEGEND
CATCH BASIN
FIRE HYDRANT
LIGHT POLE
VALVE
SANITARY SEWER MANHOLE
CURB & GUTTER
BOUNDARY LINE
GRADE BREAK
SAW CUT
STREET RIGHT-OF-WAY (ROW)
EASEMENT LINE
FENCE LINE
SANITARY SEWER LINE
WATERLINE
SANITARY SEWER SERVICE
WATER SERVICE
OVERHEAD POWER
COMMUNICATION LINES
GAS SERVICE
MAJOR CONTOUR
MINOR CONTOUR
CONCRETE SIDEWALK
ASPHALT
LANDSCAPING
BUILDINGS
LOT LINE
STORM DRAIN MANHOLE
STORM DRAIN LINE
POWER POLE
SANITARY SEWER MANHOLE
POWER POLE
STORM DRAIN MANHOLE
STREET LIGHT
FIRE HYDRANT
VALVE
ASPHALT
CENTERLINE OF ROAD
CATCH BASIN
UNDERGROUND POWER
CURB & GUTTER
SANITARY SEWER LINE
WATERLINE
OVERHEAD POWER
MAJOR CONTOUR
MINOR CONTOUR
UNDERGROUND POWER
FENCE LINE
STORM DRAIN LINE
SANITARY SEWER SERVICE
WATER SERVICE
GRAVEL
EXISTING PROPOSED
COMMUNICATION LINES
GAS SERVICE
STOP SIGN STOP SIGN
VAN
VAN
ELEC
MECH
ELEC
MECH
401-8
401-8
401-8
Install 170' of 8" ADS N 12 Storm Pipe @ 0.40%
Install 25' of 8" PVC SDR-35 San. Pipe @ 0.60%
502-1
4875.00
TBC-PC
4875.45
TBC-PC
4875.30
TBC-PC
4874.82
TBC-PC
4874.33
TBC END
4873.78
TBC END
4874.88
TBC-PC
4873.77
TBC-PC
4874.84
TBC-PC 4874.84
TBC-PC
4873.75
TBC-PC
4873.91
TBC-PC
4874.56
TBC-PC
4874.00
TBC-PC
4874.74
TBC-PC
4874.78
TBC-PC
4874.38
TBC-PC
4874.25
TBC-PC
4874.16
TBC-PC
4874.11
TBC-PC 4873.73
TBC-PC
4873.84
TBC-PC 4873.84
TBC-PC
4873.78
TBC-PC
4874.05
TBC-PC 4874.15
TBC-PC
4874.19
TBC-PC
4874.61
TBC-PC
4874.72
TBC-PC
4874.50
TBC-PC
4873.67
TBC-PC
4873.42
TBC-PC
4873.54
TBC-PC
4873.50
TBC-PC
4873.12
TBC END
4874.73
TBC-PC
4874.77
TBC-PC
4874.82
TBC-PC
4875.23
TBC-PC
4875.45
TBC-PC
4873.22
TBC END
4873.31
TBC-PC
Install 25' of 8" PVC SDR-35 San. Pipe @ 0.60%
4873.52
TBC-PI-LP
4873.55
TBC-PI-LP
4874.00
TBC-PI-LP
4873.50
TBC-PI-LP
502-1
Install 374' of 8" PVC SDR-35 San. Pipe @ 0.60%
502-1
502-1
505-6
Install 75' of 8" PVC SDR-35 San. Pipe @ 0.40%
403-1
FLANGE: 4875.17'
401-8.8.6
A. ELEV: 4868.64'
401-8
Install 373' of 8" PVC SDR-35 San. Pipe @ 0.60%
4873.82
TBC-PI
4874.61
TBC-PI
4874.82
TBC-PI
4875.65
TBC END
4875.67
TBC END
4875
4873
4872
4871
4874
4871
4872
4873
4874
4874
4874
4
8
7
5
4875
4874
4
8
7
4
4
8
7
3
4872
4872
4872
4
8
7
3
4
8
7
3
4874
4874
-2
.
1
4
%
-2
.
0
4
%
-
2
.
9
1
%
-2
.
6
4
%
-2
.
2
1
%
-2
.
7
7
%
-2
.
6
2
%
-2
.
7
9
%
-3.9
2
%
-3.48
%
-
3
.
4
3
%
-
3
.
4
0
%
-2
.
6
3
%
-2.
6
1
%
-2.
5
9
%
-2
.
1
9
%
-3
.
1
6
%
4875.72
FF
4875.00
FF
4874.84
FSW
4874.84
FSW
4874.84
FSW
4875.56
FSW
4875.56
FSW
4875.56
FSW
-0
.
5
0
%
-
2
9
.
1
7
%
-
2
3
.
5
0
%
-2
5
.
0
0
%
-2
4
.
8
9
%
-2
4
.
9
4
%
-2
5
.
0
0
%
-2
4
.
9
8
%
-2
5
.
0
0
%
4870.73
BTM 4870.73
BTM
4874.51
TBC-PI
4873.88
TBC-PI
4872.37
TBC-PI
-2.16%
-2.74%
-1.10
%
-0.94%
-0.74%
-0
.
4
0
%
-0.77%
-0.66%
-0.51%-0.42%
-2
.
0
0
%
-0.40%
401-8
4874.81
TBC END
4874.78
TBC END
4874.04
TBC END
4874.00
TBC END
4874.51
EOC 4874.51
EOC
4873.83
EOC
4873.83
EOC
4875.16
TOA-GB
4875.16
TOA-GB
-2
.
0
0
%
-2
.
0
0
%
-2
.
0
0
%
-7.21%
602-2
Install 22' of 12" ADS N 12 Storm Pipe @ 0.22%
-2
.
0
0
%
-2
.
0
0
%
-1
.
9
4
%
-8.25%
602-2602-2
602-1
Install 275' of 12" ADS N 12 Storm Pipe @ 0.22%
4875.24
EO EXIST
4874.88
EO EXIST
4874.37
EO EXIST
4874.33
EO EXIST
4875.01
TBC END
4873.14
BSW-MATCH 4873.25
BSW-MATCH
403-1
FLANGE: 4875.53'
403-1
FLANGE: 4874.98'
401-8-6
A. ELEV: 4869.83'
401-8-6
A. ELEV: 4869.28'
401-8.8.8.8
A. ELEV: 4867.63'
401-8.8.8.8
A. ELEV: 4868.16'
4874.84
FSW
4874.84
FSW
4874.84
FSW
-0
.
6
4
%
-0
.
4
9
%
-0
.
5
6
%
602-1
401-8
401-8
DOGHOUSE CATCH BASIN
S0° 03' 46"E
149.50'
S89° 58' 29"E
415.11'
N0° 28' 26"W
149.50'
N89° 58' 28"W
414.04'
S0° 03' 46"E
141.40'
N0° 28' 26"W
145.00'
S89° 31' 34"W
413.01'
401-6 6" WATER MAIN
401-8 8" WATER MAIN
100-1 RETAIN AND PROTECT
200-1 SAW CUT AND ASPHALT
REMOVAL
401-8.8.6 8"X8"X6" TEE
402-6 6" WATER MAIN VALVE
402-8 8" WATER MAIN VALVE
403-1 FIRE HYDRANT ASSEMBLY
501-8 8" SEWER MAIN
502-1 SEWER MANHOLE
504-4 4" SEWER SERVICE
601-12 12" STORM MAIN
602-2 STORM MAIN CATCH BASIN
706-11 3" ROLLED CURB
706-D1 CURB DRAIN
706-12 3" LIP DOWN ROLLED
CURB
706-A1 COMMERCIAL APPROACH
706-S1 CONCRETE SIDEWALK
SEE SHEET C-9 FOR MORE
INFORMATION
706-R1 PEDESTRIAN RAMP
1102-1 STREET LIGHT
1103-1 STOP SIGN WITH
STREET NAMES
SEE SHEET C-9 FOR MORE
INFORMATION
404-0 3/4" WATER SERVICE
706-3 2.5' VERTICAL CURB
706-V1 CONCRETE VALLEY GUTTER
401-8-6 8"- 6" REDUCER
401-8.8.8.8 8" CROSS
SITE PLAN FOR:
REXBURG ROWHOUSE
FIRE CODE NOTE:
D103.6.1 ROADS 20 TO 26 FEET IN WIDTH.
FIRE LANE SIGNS AS SPECIFIED IN SECTION D103.6 SHALL
BE POSTED ON BOTH SIDES OF THE FIRE APPARATUS ACCESS
ROADS THAT ARE 20 26 FEET WIDE (6096 TO 7925 MM)
SURVEY NOTE:
This site plan conforms to an actual survey that was performed on the
ground by a licensed land surveyor in and for the State of Idaho. It is
the owner’s responsibility to construct all structures shown on this site
plan in accordance with said survey.
WATERSHED AREA 1 (7TH STREET ENTRANCE):
AREA: 2,550 SF
VOL REQ: 276 CU FT
VOL PROP: 300 CU FT
WATERSHED AREA 2 (CENTER POND):
AREA: 70,230 SF
VOL REQ: 7,610 CU FT
VOL PROP: 11,930 CU FT
WATERSHED AREA 3 (FIRE LANE):
AREA: 20,075SF
VOL REQ: 2175 CU FT
VOL PROP: 2187 CU FT
STORM WATER REQUIREMENTS
GENERAL NOTE:
ALL PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED
IN ACCORDANCE WITH THE CURRENT IDAHO STANDARD FOR PUBLIC WORKS
CONSTRUCTION (ISPWC) AND THE STANDARD CITY OF REXBURG ENGINEERING
DRAWINGS.
APPROVED BY ________________________DATE:____________
City of REXBURG
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
SLHJJB
SH
E
E
T
N
A
M
E
:
PR
O
J
E
C
T
:
LO
C
A
T
I
O
N
:
2021-039
DATE:DATE: June 7, 2021
DA
T
E
RE
V
I
S
I
O
N
S
CL
I
E
N
T
:
Th
e
C
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v
i
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C
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n
e
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i
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11
5
0
H
o
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l
i
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k
D
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.
I
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a
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F
a
l
l
s
,
I
D
8
3
4
0
1
20
8
.
8
8
1
.
0
0
8
1
PRELIMINARY FOR
REVIEW ONLY
CI
T
Y
C
O
M
M
E
N
T
S
A
N
D
S
I
T
E
C
H
A
N
G
E
S
7-
4
-
2
0
2
1
C-4
C-9
RE
X
B
U
R
G
R
O
W
H
O
U
S
E
SI
T
E
P
L
A
N
RE
X
B
U
R
G
,
I
D
CA
R
L
O
W
S
T
R
E
E
T
CURB AND SIDEWALK TO BE INSTALLED
BY OTHERS
DOGHOUSE MANHOLE
AND PIPE TO PROPERTY LINE
TO BE INSTALLED BY OTHERS
AREA: 121193 SQ FT (2.78 ACRES)
LANDSCAPE: 32,854 SQ FT (27% OF TOTAL) (LANDSCAPE DESIGN BY OTHERS)
BUILDINGS: 2 (50 UNITS) (SEE ARCHITECTURAL FOR DETAILS)
PARKING:
REQUIRED: 100 (2 PER UNIT)
PROPOSED: 100 (4 ADA STALLS)
SITE NOTES:
504-4
504-4
POWER SHOWN SEE
ELECTRICAL FOR DETAILS
4" DEPTH CRUSHED 3 4" MINUS
AGGREGATE LEVELING COURSE
COMPACTED TO 95% ASTM D698
10" DEPTH UNCRUSHED
AGGREGATE SUBBASE COURSE
COMPACTED TO 95% ASTM D698
SUBGRADE EARTH COMPACTED
TO 95% ASTM D698
2.5" DEPTH ASPHALT PLANT MIX
TYPICAL PARKING LOT SECTION:
402-8
402-6
RELOCATE DITCH
WITH CULVERT
706-3
FOR PUBLIC IMPROVEMENTS
SEE PUBLIC IMPROVEMENTS
CROSS SECTION
CARLOW STREET TYPICAL SECTION
SCALE 1"=5'
SAW CUT
LINE
2%SLOPE VARIES MIN 2%
2.50'7.00'
LANDSCAPE
5.00'
SIDEWALK
13.50
2%
15.00' P.U.E.
4.00' UTILITY TRENCH
ROW
2.5" PLANT MIX PAVEMENT
4" 3/4" AGGREGATE BASE
12" GRANULAR BORROWSTANDARD CURB AND
GUTTER PER PAGE 6 OF THE
CITY OF REXBURG ENGINEERING
STANDARD DRAWINGS
CLEDGE OF
ASPHALT
1.00'
100-1
100-1
100-1
100-1
E 7TH N
E 7TH N IMPROVEMENTS NOTE:
ALL IMPROVEMENTS INSIDE THE
RIGHT OF WAY OF E 7TH N WILL
BE PERFORMED BY THE CITY OF
REXBURG OTHER THAN THE
COMMERCIAL APPROACHES.
1102-1
706-11
706-11
706-D1
SEE TRASH ENCLOSURE WALL
DETAIL SHEET C-5
INSTALL TRASH ENCLOSURE PER
CITY OF REXBURG STD
INSTALL ADA STALL
PER DETAIL SHEET C-9
3" OF TOPSOIL
SEE LANDSCAPE PLAN
FOR DETAILS
LANDSCAPE ROCK
1.00'
2.00'
0.80'
2.00'
5.00'
4" OF CONCRETE SIDEWALK
PROPOSED BUILDING
4" OF CONCRETE SIDEWALK
FF ELEV
2% SLOPE
4" OF 3/4" OF CRUSHED AGGREGATE
4" OF 3/4" OF CRUSHED AGGREGATE
AS
P
H
A
L
T
SE
C
T
I
O
N
FRONT OF THE BUILDING TYPICAL SECTION
NTS
SEE DETAIL THIS
SHEET
SEE DETAIL THIS
SHEET
INSTALL ADA STALL
PER DETAIL SHEET C-9
INSTALL ADA STALL
PER DETAIL SHEET C-9
INSTALL ADA STALL
PER DETAIL SHEET C-9
100-1
100-1
100-1
706-11
706-11
706-11
706-11706-11
706-11
SEE TRASH ENCLOSURE WALL
DETAIL SHEET C-5INSTALL TRASH ENCLOSURE PER
CITY OF REXBURG STD
706-D1
706-D1 706-D1
706-D1
706-D1
706-D1706-D1
504-4504-4
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
504-4
504-4 504-4
504-4
504-4 504-4
504-4
504-4
706-11
706-11
706-11
706-11
706-11
706-11
706-11
706-11
706-11
706-11
706-11
706-11
INSTALL INFILTRATION DRAIN AS PER
REXBURG SD B-11
INSTALL INFILTRATION DRAIN AS PER
REXBURG SD B-11
FIRE ACCESS ROAD
706-12
706-12
706-3
706-3
706-3
706-A1
706-A1
706-S1
706-S1
706-S1
706-S1
706-S1 706-S1
706-S1
200-1
402-8
CAP END
CAP END
706-A1
404-0 404-0 404-0
404-0
404-0
404-0
404-0
404-0
404-0 404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0 404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0 404-0 404-0
100-1
9.00'
9.00'
TYP.
2.00'
5.00'
24.00' TYP
24.00' TYP
9.00'
5.00'
9.00'
TYP
2.00'
706-V1 MATCH EXISTING
IRRIGATION INV
DAYLIGHT IRRIGATION DITCH CULVERT
BLEND TO EXISTING DITCH
26.00'
DOGHOUSE SSMH #1
RIM: 4873.34
W INV IN: 4860.95
S INV IN: 4861.05
E INV OUT: 4960.95
15.00'
FRONTAGE
SETBACK
25.40'
FRONTAGE
SETBACK
15.00'
FRONTAGE
SETBACK
41.10'
REAR
SETBACK
40.30'
SIDE
SETBACK
39.10'
SIDE
SETBACK
PROPOSED SNOW STORAGE
AREA
fs=NO"=pipe=large=
enough?=
AaA=corner=
requiredK=
VAN
ELEC
MECH
1+
0
0
2+
0
0
4+00 5+00 6+00 7+00 7+70
0+00 1+00 2+00 3+00 4+00 4+27
0+
0
0
1+
0
0
401-8
401-8
401-8
Install 170' of 8" ADS N 12 Storm Pipe @ 0.40%
Install 25' of 8" PVC SDR-35 San. Pipe @ 0.60%
502-1 502-1
505-6
403-1
FLANGE: 4875.17'
401-8.8.6
A. ELEV: 4868.64'
Install 373' of 8" PVC SDR-35 San. Pipe @ 0.60%
4875
4873
4872
4871
4874
4874
4
8
7
5
4875
4
8
7
3
4874
4874
602-2
Install 22' of 12" ADS N 12 Storm Pipe @ 0.22%
602-2602-2
Install 275' of 12" ADS N 12 Storm Pipe @ 0.22%
403-1
FLANGE: 4875.53'
401-8-6
A. ELEV: 4869.83'
401-8.8.8.8
A. ELEV: 4868.16'
602-1
N89° 58' 28"W
414.04'
S0° 03' 46"E
141.40'
N0° 28' 26"W
145.00'
S89° 31' 34"W
413.01'
DATUM ELEV
4860.00
4864
4868
4872
4876
0+00 0+50
48
7
3
.
8
48
7
3
.
7
9
1+00
48
7
4
.
5
48
7
4
.
5
0
1+50
48
7
4
.
7
48
7
4
.
7
1
2+00
48
7
4
.
8
48
7
4
.
7
8
2+50
48
7
4
.
9
48
7
4
.
8
6
3+00
48
7
4
.
9
48
7
4
.
9
4
3+50
48
7
5
.
0
48
7
5
.
0
4
4+00
48
7
5
.
2
48
7
5
.
1
5
4+26.52
48
7
5
.
2
48
7
5
.
2
4
Install 10' of 8" DI C-50 WATER Pipe @ 5' Min Cover
Install 7' of 8" DI C-50 WATER Pipe @ 5' Min Cover
Install 387' of 8" DI C-50 WATER Pipe @ 5' Min Cover
Install 4' of 8" DI C-50 WATER Pipe @ 5' Min Cover
Install 4' of 8" DI C-50 WATER Pipe @ 5' Min Cover
FH #2
Flange: 4875.20'
Station: 0+74.56
Offset: -394.317
DATUM ELEV
4860.00
4864
4868
4872
4876
3+50
48
7
1
.
1
48
7
1
.
1
5
4+00
48
7
1
.
3
48
7
1
.
2
5
4+50
48
7
1
.
4
48
7
1
.
3
9
5+00
48
7
1
.
5
48
7
1
.
5
1
5+50
48
7
1
.
8
48
7
1
.
7
9
6+00
48
7
1
.
9
48
7
1
.
9
3
6+50
48
7
2
.
1
48
7
2
.
1
5
7+00
48
7
2
.
2
48
7
2
.
2
5
7+50
48
7
3
.
6
48
7
3
.
5
6
7+90
Install 373' of 8" PVC SDR-35 San. Pipe @ 0.60%
SS MH #2
RIM:4874.74
E INV IN:4861.83
W INV IN:4861.83
S INV IN:4861.83
N INV OUT:4861.73
SSMH #4
RIM:4874.17
W INV OUT:4864.06
Install 25' of 8" PVC SDR-35 San. Pipe @ 0.60%
401-6 6" WATER MAIN
401-8 8" WATER MAIN
401-8.8.6 8"X8"X6" TEE
402-6 6" WATER MAIN VALVE
402-8 8" WATER MAIN VALVE
403-1 FIRE HYDRANT ASSEMBLY
501-8 8" SEWER MAIN
502-1 SEWER MANHOLE
504-4 4" SEWER SERVICE
601-12 12" STORM MAIN
602-2 STORM MAIN CATCH BASIN
404-0 3/4" WATER SERVICE
401-8-6 8"- 6" REDUCER
401-8.8.8.8 8" CROSS
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
SLHJJB
SH
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N
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:
PR
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:
LO
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N
:
2021-039
DATE:DATE: June 4, 2021
DA
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PRELIMINARY FOR
REVIEW ONLY
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SEWER CROSSING
INSTALL INFILTRATION DRAIN AS PER
REXBURG SD B-11
18" MIN VERTICAL
SEPARATION
CAP END OF WATER LINE
FOR FUTURE DEVELOPMENT
STORM CROSSING
EXISTING GRADE
PROPOSED GRADE
WATER CROSSING
EXISTING GRADE
PROPOSED GRADE
MATCH EXISTING
IRRIGATION INV
INSTALL 275' OF 12" ADS N 12 STORM PIPE @ 0.22%
404-0 404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
404-0
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
504-4
504-4
504-4
504-4
504-4 504-4
504-4
504-4
504-4
504-4
504-4
NOTE:
1.CONTRACTOR TO VERIFY ALL EXISTING
UTILITY LOCATIONS AND COORDINATE
WITH EACH UTILITY COMPANY. 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.ASSUMED TOP OF FOUNDATION WALL IS
FINISHED FLOOR, CONTRACTOR TO
NOTIFY ENGINEER IF DIFFERENT.
APPROVED BY ________________________DATE:____________
City of REXBURG
402-8
CAP END
BUILDING 1 PLAN VIEW
BUILDING 1 PROFILE VIEW
10' VERTICAL EXAGGERATION
CA
R
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O
W
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T
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T
E 7TH N
aEn Approval oequiredK