HomeMy WebLinkAboutINFRASTRUCTURE PLANS Rev. (3) 7.21.2021 - 21-00187 - REXBURG ROWHOUSE (Phase 1 2)-Reviewed-Corrections-RequiredAuthor Name Author Email Author Phone No.:
Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Joel Gray Joel.Gray@rexburg.org 208-372-2331
Description : Rexburg Rowhouses - Bldg 1 Units 1-25
Address : RPR4GVR0000010 - 7th North and Carlow
Application Type :
Document Filename : INFRASTRUCTURE PLANS Rev. (3) 7.21.2021 - 21-00187 - REXBURG ROWHOUSE (Phase 1 2).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-4 SITE PLAN Free text Joel Gray : PW Open 4 DEQ Approval Required.
Water rights transferred to City.
Development Agreement signed.
# 21-00187
New Single Family Residence
Report Date: 08.02.2021
Approval of plans does not constitute approval of variance from code
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2021-039
DATE:DATE: July 21, 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.
PRELIMINARY FOR
REVIEW ONLY
VAN
VAN
ELEC
MECH
ELEC
MECH
401-8
401-8
401-8
501-8
501-8
502-1
4875.00
TBC-PC
4875.23
TBC-PC
4875.12
TBC-PC
4874.82
TBC-PC
4874.33
TBC END
4873.78
TBC END
4874.88
TBC-PC
4873.64
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
4873.35
TBC-PC
4873.12
TBC END
4874.73
TBC-PC
4874.77
TBC-PC
4874.82
TBC-PC
4875.07
TBC-PC
4875.24
TBC-PC
4873.22
TBC END
4873.31
TBC-PC
501-8
4873.52
TBC-PI-LP
4873.55
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4874.00
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4873.50
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502-1 501-8
502-1
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4874.82
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4875.43
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4875.37
TBC END
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4872
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TBC END
4874.83
TBC END
4874.07
TBC END
4874.08
TBC END
4874.51
EOC 4874.51
EOC
4873.83
EOC
4873.83
EOC
4875.16
TOA-GB
4875.16
TOA-GB
-1
.
9
6
%
-1
.
9
5
%
-1
.
9
5
%
-7.15%
602-2
601-12
-2
.
0
0
%
-2
.
0
0
%
-1
.
9
4
%
-8.19%
602-2602-2
602-1
601-36
4875.24
EO EXIST
4874.88
EO EXIST
4874.37
EO EXIST
4874.33
EO EXIST
4875.01
TBC END
4873.54
BSW-MATCH 4873.25
BSW-MATCH 403-1
403-1
401-8-6
401-8-6
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'
N0° 28' 26"W
145.00'
S0° 03' 46"E
141.40'
505-6
4874.42
TBC-LP
402-6
4871.77
TBC-LP
4875.42
TBC-PC
4874.83
TBC END
4874.85
TBC END
4874.82
TBC END
501-8
401-6 6" WATER MAIN
401-8 8" WATER MAIN
100-1 RETAIN AND PROTECT
200-1 SAW CUT AND ASPHALT REMOVAL
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 3 FOR MORE
INFORMATION
706-R1 PEDESTRIAN RAMP
1102-1 STREET LIGHT
1103-1 STOP SIGN WITH STREET NAMES
SEE SHEET 3 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
601-36 36" STORM MAIN
602-1 STORM MAIN MANHOLE
707-1 CURB TERMINUS
405-1 BLOW OFF VALVE
404-2 2" WATER SERVICE
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
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:
PR
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:
2021-039
DATE:DATE: July 21, 2021
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CURB AND SIDEWALK 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
TRANSFORMER SEE
ELECTRICAL FOR DETAILS
402-8
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
3.5" 3/4" AGGREGATE BASE
12" GRANULAR BORROWSTANDARD CURB AND
GUTTER PER PAGE 6 OF THE
CITY OF REXBURG ENGINEERING
STANDARD DRAWINGS
CL
EDGE OF
ASPHALT
1.00'
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-9
INSTALL TRASH ENCLOSURE PER
CITY OF REXBURG STD
INSTALL ADA STALL
PER DETAIL SHEET C-9
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-9INSTALL 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
INSTALL INFILTRATION DRAIN AS PER
REXBURG SD SHEET 16
INSTALL INFILTRATION DRAIN AS PER
REXBURG SD SHEET 16
FIRE ACCESS ROAD
706-12
706-12
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
405-1
405-1
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
40.20'
REAR
SETBACK
40.30'
SIDE
SETBACK
39.10'
SIDE
SETBACK
STORM RETENTION
PROPOSED SNOW STORAGE
AREA
DOGHOUSE CATCH BASIN
2" FUTURE IRRIGATION
STUB OWNER TO
CONTRACT LANDSCAPING
ADA RAMP TO BE
INSTALLED BY CITY
AT TIME OF IMPROVEMENTS
TO 7TH
UTILITY:
See electrical plans for all dry utilities.
GEOTEXTILE FABRIC BELOW AND UP SIDES
707-1
707-1
404-2
EXTENT OF RIGHT OF WAY
405-1
707-1
707-1
707-1
707-1
707-1
BUILDING 1
BUILDING 2
BUILDING 4
SEE PHASE 3 FOR DETAILS
BUILDING 3
SEE PHASE 3 FOR DETAILS
PRELIMINARY FOR
REVIEW ONLY
ㄹ⸰
〠
晴
ㄸ⸲
ㄠ
晴
㈳⸷
㤠
晴
abn=Approval=oequiredK=
tater=rights=transferred=to=CityK=
aevelopment=Agreement=signedK=