HomeMy WebLinkAboutINFRASTRUCTURE PLAN - 22-00284 - Teton River Lofts - 24 Units - Bldg 3Date:
Connect Engineering
APPROVAL SIGNATURES:
of
DEVELOPMENT DRAWINGS FOR:
STATE MAP
SHEET NO.
PLOT DATE: 4/18/2022 3:45 PM
Date:
The Civil Connection
2295 N Yellowstone Hwy. Unit 6
Idaho Falls, ID 83401
208.881.0081 Date:Department of Environmental Quality
1 19
TETON RIVER LOFTS
REXBURG, ID
CITY OF REXBURG
PRELIMINARY FOR
REVIEW ONLY
SITE MAP
VICINITY MAP
REXBURG, ID
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LORENE STREET
SITE PLAN FOR:
TETON RIVER LOFTS PHASE 1
Sheet List Table
Sheet Number Sheet Title
1 COVER
2 NOTES
3 REFERENCE SHEET
4 EXISTING CONDITIONS
5 FLOOD MAP OVERLAY
6 PHASING MAP
7 PHASE 1 SITE OVERVIEW
8 N-S WEST PARKING LOT GRADING PLAN 1+00 TO STA. 4+45
9 N-S WEST PARKING LOT UTILITY PLAN 1+00 TO STA. 4+45
10 N-S EAST PARKING LOT GRADING PLAN 1+00 TO STA. 4+45
11 N-S EAST PARKING LOT UTILITY PLAN 1+00 TO STA. 4+45
13 W-E WEST PARKING LOT UTILITY PLAN STA. 1+00 TO STA. 3+00
12 W-E WEST PARKING LOT GRADING PLAN STA. 1+00 TO STA. 3+00
14 W-E CENTER PARKING LOT GRADING PLAN STA. 3+00 TO STA. 6+00
15 W-E CENTER PARKING LOT UTILITY PLAN STA. 3+00 TO STA. 6+00
16 W-E EAST PARKING LOT GRADING PLAN STA. 6+00 TO STA. 7+40
17 W-E EAST PARKING LOT UTILITY PLAN STA. 6+00 TO STA. 7+40
18 BEST MANAGEMENT PRACTICES
19 BEST MANAGEMENT PRACTICES DETAILS
APPROVED BY ________________________DATE:____________
City of REXBURG
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.
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 . Cap lines 5' from building for
connection. 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 .
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 2% unless otherwise specified.
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.
CHECK BY
SHEETS
DRAWN BY
JOB NO:
OF
SHEET
BWBTT
SHEET NAME:
PROJECT:
LOCATION:
2022-012
DATE: April 18, 2022
DATEREVISIONS
NOTES
TETON RIVER LOFTS PHASE 1
REXBURG, ID 19
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:24X36
VERTICAL EXAGGERATION:
PROJECT CONTACT:
BARRY BAME
CONNECT ENGINEERING
208-881-0081
PRELIMINARY FOR
REVIEW ONLY 1V = 10 H
2
CONTACTS
DEPT. OF ENVIRONMENTAL QUALITY
900 N SKYLINE, SUITE B
IDAHO FALLS, IDAHO 83402
(208) 528-2650
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
STARLIGHT
1525 SHERRY DR.
IDAHO FALLS, ID 83403
(208) 523-4567
6"
R = 1/2"
6"
1"
4"
R = 1"
1' 1/2"
6"1"
6"
24"
NTS
APPROVED BY ________________________DATE:____________
City of REXBURG
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 @ 6' MINIMUM COVER
401-6 INSTALL 6" WATER PIPE PVC C-900 @ 6' 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 ISPWC
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 PER ISPWC SD-11
601-12 INSTALL 12" ADS N 12 STORM PIPE @ 0.22% MIN SLOPE
602-2 INSTALL CATCH BASIN TYPE I PER ISPWC SD-601
706-1 INSTALL 6" CURB AND GUTTER PER ISPWC SD-701
706-R1 INSTALL ADA PEDESTRIAN RAMP W/DETECTABLE WARNING DOMES
PER ISPWC SD-712
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-V1 INSTALL VALLEY GUTTER PER ISPWC - 708
706-D1 INSTALL CURB DRAIN PER ISPWC SD-715
RETAIN AND PROTECT
EARTHWORK
WATER
401-10 INSTALL 10" WATER PIPE PVC C-900 @ 6' MINIMUM COVER
401-12 INSTALL 12" WATER PIPE PVC C-900 @ 6' 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 ISPWC
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 INTERSECTION GB
STA STATION
R RIGHT L LEFT
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
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 ISPWC
706-A1 INSTALL CONCRETE COMMERCIAL APPROACH PER ISPWC SD-710
706-S1 INSTALL 4" CONCRETE SIDEWALK PER ISPWC SD-709 DETAILS
REFERENCES
0901.4.1.A.1-01 INSTALL 1" PRESSURIZED IRRIGATION
PRESSURE IRRIGATION
0901.4.1.A.1-1.5 INSTALL 1.5" PRESSURIZED IRRIGATION
0901.4.1.A.1-02 INSTALL 2" PRESSURIZED IRRIGATION
0901.4.1.B.1-90 INSTALL 90° PRESSURIZED IRRIGATION BEND
0902.4.1.A.1-01 INSTALL PRESSURIZED IRRIGATION VALVE
TOA TOP OF ASPHAULT
CL CENTERLINE
BTM BOTTOM
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. MAJOR CONTOUR
EXIST. MINOR CONTOUR
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
PPROPOSED WATER SERVICE
EXIST. GAS
COMMUNICATION
GAS
COMMUNICATION
PROPOSED CONCRETE SIDEWALK
PROPOSED ASPHALT
PROPOSED LANDSCAPING
EXISTING BUILDINGS
EXISTING ASPHALT TO BE PROTECTED
EXISTING LANDSCAPING
NOTE:
NOT ALL HATCHES, LINETYPES,
REFERENCES, AND SYMBOLS ON THIS
SHEET ARE INCLUDED IN THIS PLAN SET.
CHECK BY
SHEETS
DRAWN BY
JOB NO:
OF
SHEET
BWBTT
SHEET NAME:
PROJECT:
LOCATION:
2022-012
DATE: April 18, 2022
DATEREVISIONS
REFERENCE SHEET
TETON RIVER LOFTS PHASE 1
REXBURG, ID 19
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:24X36
VERTICAL EXAGGERATION:
PROJECT CONTACT:
BARRY BAME
CONNECT ENGINEERING
208-881-0081
PRELIMINARY FOR
REVIEW ONLY 1V = 10 H
3
PRE
L
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N
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F
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S
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REV
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W
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T
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6" LIP DOWN VERTICAL CURB AND GUTTER
1.00'
COARSE ROCK BACKFILL
2" MIN.-6" MIN.
2'-6" INSIDE DIAMETER
BARREL SECTION
3.5"
INSTALL 2.00'
BORE HOLE IN
BOTTOM OF CATCH
BASIN
INSTALL STANDARD MANHOLE FRAME,
GRATE COVER, AND RISER PER ISPWC SD-617
BOTTOM OF POND
1.00'
MIN SUMP
INLET PIPE
CLASS 4000 CONCRETE
CURED WITH CURING COMPOUND
PER ISPWC STANDARDS.
0.25'
NOTE: STRUCTURE
CAN BE PRECAST
30" DIA OPEN BTM CATCH BASIN
SCALE 1"=1'
706-2 INSTALL 6" LIP DOWN CURB AND GUTTER PER DETAIL ON THIS SHEET
BSW BACK OF SIDEWAL602-1 INSTALL SD MANHOLE PER ISPWC SD-611
602-3 INSTALL OPEN BTM CATCH BASIN PER DETAIL ON THIS SHEET
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
3" DEPTH ASPHALT PLANT MIX
TYPICAL ASPHALT PARKING LOT
EXISTING CONCRETE SIDEWALK
401-4 INSTALL 4" WATER PIPE PVC C-900 @ 6' MINIMUM COVER
N89° 31' 34"E
802.78'
S0
°
2
8
'
2
6
"
E
54
4
.
1
8
'
S89° 31' 34"W
805.02'
N0
°
1
4
'
1
5
"
W
54
4
.
1
9
'
CHECK BY
SHEETS
DRAWN BY
JOB NO:
OF
SHEET
BWBTT
SHEET NAME:
PROJECT:
LOCATION:
2022-012
DATE: April 18, 2022
DATEREVISIONS
EXISTING CONDITIONS
TETON RIVER LOFTS PHASE 1
REXBURG, ID 19
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:24X36
VERTICAL EXAGGERATION:
PROJECT CONTACT:
BARRY BAME
CONNECT ENGINEERING
208-881-0081
PRELIMINARY FOR
REVIEW ONLY 1V = 10 H
4
PRE
L
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A
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N
O
T
F
O
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REV
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W
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CITY OF REXBURG STORM TECH CHAMBERSEXISTING 15.00' PUE
LORENE STREET
C
A
R
L
O
W
D
R
I
V
E
E 7TH N
N89° 31' 34"E
802.78'
S0
°
2
8
'
2
6
"
E
54
4
.
1
8
'
S89° 31' 34"W
805.02'
N0
°
1
4
'
1
5
"
W
54
4
.
1
9
'
CHECK BY
SHEETS
DRAWN BY
JOB NO:
OF
SHEET
BWBTT
SHEET NAME:
PROJECT:
LOCATION:
2022-012
DATE: April 18, 2022
DATEREVISIONS
FLOOD MAP OVERLAY
TETON RIVER LOFTS PHASE 1
REXBURG, ID 19
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:24X36
VERTICAL EXAGGERATION:
PROJECT CONTACT:
BARRY BAME
CONNECT ENGINEERING
208-881-0081
PRELIMINARY FOR
REVIEW ONLY 1V = 10 H
5
PRE
L
I
M
I
N
A
R
Y
N
O
T
F
O
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C
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S
T
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N
REV
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W
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SFHA
SFHA
SFHA
BUILDING #1
FF: 4874.3
BUILDING #2
FF: 4874.6
BUILDING #3
FF: 4875.5
N89° 31' 34"E
802.78'
S0
°
2
8
'
2
6
"
E
54
4
.
1
8
'
S89° 31' 34"W
805.02'
N0
°
1
4
'
1
5
"
W
54
4
.
1
9
'
CHECK BY
SHEETS
DRAWN BY
JOB NO:
OF
SHEET
BWBTT
SHEET NAME:
PROJECT:
LOCATION:
2022-012
DATE: April 18, 2022
DATEREVISIONS
PHASING MAP
TETON RIVER LOFTS PHASE 1
REXBURG, ID 19
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:24X36
VERTICAL EXAGGERATION:
PROJECT CONTACT:
BARRY BAME
CONNECT ENGINEERING
208-881-0081
PRELIMINARY FOR
REVIEW ONLY 1V = 10 H
6
PRE
L
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M
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A
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N
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F
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PHASE 1
PHASE 2
PHASE 3
LORENE STREET
C
A
R
L
O
W
D
R
I
V
E
E 7TH N
4872
487
2
4
8
7
3
4873
4873
4874
4
8
7
3
4872
4872
4873
48
7
1
L3
L1
L2
4871.25
TOP
4869.00
BTM
4871.19
TOP
1+
0
0
2+
0
0
3+
0
0
4+
0
0
4+
4
5
4+45
1+
0
0
2+
0
0
3+
0
0
4+
0
0
1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+40
Control Point Table
Point #
508
510
Elevation
4871.17
4872.92
Northing
791782.62
791787.81
Easting
759375.50
760020.46
Description
106-SET 1/2" IRLS12222
107-SET 1/2"IR LS12222
N-S WEST PARKING LOT
Number
L1
Begin Station
1+00.00
End Station
4+45.29
Radius Length
345.29
Line/Chord Direction
N0° 01' 11.28"E
Begin Point
N: 791798.17, E: 759384.70
End Point
N: 792143.46, E: 759384.82
N-S EAST PARKING LOT
Number
L2
Begin Station
1+00.00
End Station
4+45.41
Radius Length
345.41
Line/Chord Direction
N0° 03' 20.69"W
Begin Point
N: 791800.65, E: 759819.38
End Point
N: 792146.06, E: 759819.04
W-E PARKING LOT
Number
L3
Begin Station
1+00.00
End Station
7+39.84
Radius Length
639.84
Line/Chord Direction
N89° 25' 31.76"E
Begin Point
N: 792002.17, E: 759230.13
End Point
N: 792008.58, E: 759869.94
CHECK BY
SHEETS
DRAWN BY
JOB NO:
OF
SHEET
BWBTT
SHEET NAME:
PROJECT:
LOCATION:
2022-012
DATE: April 18, 2022
DATEREVISIONS
PHASE 1 SITE OVERVIEW
TETON RIVER LOFTS PHASE 1
REXBURG, ID 19
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:24X36
VERTICAL EXAGGERATION:
PROJECT CONTACT:
BARRY BAME
CONNECT ENGINEERING
208-881-0081
PRELIMINARY FOR
REVIEW ONLY 1V = 10 H
7
PRE
L
I
M
I
N
A
R
Y
N
O
T
F
O
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N
S
T
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N
REV
I
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W
S
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T
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L
Y
TEMPORARY STORM POND TO BE
REMOVED WHEN STORM TECH
CHAMBERS IN PHASE TWO ARE
CONSTRUCTED
99.26'
78.00'
25.74'
20.00'
10.00'
20.00'
10.00'
9.00'
18.00'
26.00'
18.00'
9.00'6.00'
6.00'
6.00'
26.00'
6.00'
6.00'
78.00'
98.75'
80.00'
35.00'
99.00'
78.00'
26.00'
9.00'18.00'
9.00'
18.00'
6.00'
6.00'
DUMPSTER LOCATION DUMPSTER LOCATION
SITE INFORMATION:
TOTAL AREA: 437,467 SQ FT (10.04 ACRES)
PHASE 1 AREA: 159,517 SQ FT
BUILDINGS: 11
PARKING: 502 PARKING STALLS (10 ADA STALLS)
TOTAL LANDSCAPE: 99,648 SQ FT (22.8%)
BUILDING NOTES:
ASSUMED THAT FF IS THE TOP OF THE
STEM WALL.
POWER NOTE:
SEE ROCKY MOUNTAIN POWER CONTRACTOR'S MAP
FOR PROPOSED POWER FACILITIES.
FIRE CODE NOTE:
1.D103.6.1 ROADS ARE 20 TO 26 FEET IN WIDTH.
FIRE LANE SIGNS ARE SPECIFIED IN SECTION
D103.6 APPARATUS ACCESS ROADS THAT ARE
20 TO 26 FEET WIDE.
2.CURBS SHALL BE PAINTED RED FOUR FEET ON
EACH SIDE OF THE EVERY FIRE HYDRANT.
LANDSCAPE NOTE:
FINAL LANDSCAPE SHOULD SLOPE AWAY FROM BUILDINGS
ALIGNMENT TABLE
STORM WATER NOTE:
**ALL STORM WATER FOR PHASE 1 TO BE TAKEN TO
TEMPORARY STORM POND.
REQUIRED VOLUME = 159,517 SQ FT x 1.33 / 12 =17,679.80
PROVIDED VOLUME = 18,609.48 SQ FT
CONTROL POINT 2
CONTROL POINT 1
13.00'
13.00'
LORENE STREET
C
A
R
L
O
W
D
R
I
V
E
E 7TH N
CLUBHOUSE
BUILDING #1
FF: 4874.3
BUILDING #2
FF: 4874.6 BUILDING #3
FF: 4875.5
BUILDING #4
BUILDING #6
BUILDING #10BUILDING #9
BUILDING #8BUILDING #7
BUILDING #5
SNOW STORAGE NOTE:
TEMP POND TO BE USED AS SNOW STORAGE
22.72'
SETBACK
20.15'
SETBACK
22.64'
SETBACK
EXITSING 15.00' PUE
20.00' SETBACK
35.79'
SETBACK
25.17'
26.00'
11.00'
11.00'11.00'11.00'
DATUM ELEV
4860.00
4864
4868
4872
4876
1+00
48
7
0
.
5
48
7
1
.
0
2+00
48
7
1
.
0
48
7
2
.
3
0
48
7
0
.
7
48
7
1
.
5
0
3+00
48
7
0
.
5
48
7
1
.
7
1
48
7
0
.
4
48
7
2
.
4
5
4+00
48
7
0
.
4
48
7
2
.
1
9
4+45
48
7
0
.
4
48
7
2
.
5
1
Install 107' of 12" ADS N 12 Storm Pipe @ 0.22%
Install 122' of 12" ADS N 12 Storm Pipe @ 0.22%
Install 34' of 12" ADS N 12 Storm Pipe @ 0.22%Install 5' of 12" ADS N 12 Storm Pipe @ 0.22%
Install 159' of 8" C50 DI Pipe @ 5' Min CoverEXISTING WATER STUB
Install 33' of 8" C50 DI Pipe @ 5' Min Cover
Install 59' of 8" C50 DI Pipe @ 5' Min Cover
Install 267' of 8" PVC SDR 35 San. Pipe @
0
.
4
0
%
EXISTING SEWER STUB
CB-10
Sta:1+64.21 OFF:-30.16L
GRATE:4870.28
N INV OUT:4867.28
CB-6
Sta:2+24.12 OFF:34.51R
GRATE:4870.36
S INV IN:4867.05
NW INV OUT:4866.95
CB-7
Sta:2+19.56 OFF:31.61R
GRATE:4870.33
SE INV IN:4866.94
NE INV OUT:4866.84
SDMH-5
Sta:4+20.18 OFF:-11.82L
GRATE:4872.02
S INV IN:4866.39
W INV IN:4868.43
E INV OUT:4866.29
CB-8
Sta:4+19.60 OFF:-29.71L
GRATE:4871.47
E INV OUT:4868.47
CB-12
Sta:4+21.30 OFF:29.10R
GRATE:4870.20
W INV IN:4866.20
EXIST SSMH-1
Sta:1+30.85 OFF:21.41R
GRATE:4870.77
E INV IN:4861.99
N INV IN:4861.99
W INV OUT:4861.86
Install Hydrant
Flange: 4872.53'
Station: 4+28.68
Offset: -38.469
SDMH-4
Sta:2+43.56 OFF:7.16R
GRATE:4871.37
SW INV IN:4866.76
E INV IN:4868.02
N INV OUT:4866.66
48
7
2
4
8
7
2
4873
48
7
3
48
7
2
L3
L1
-11.33%
-15.69%
-13.29%
-10.32%
-6.13%
-5.11%
-3
.
5
9
%
-3
.
5
5
%
-6
.
5
3
%
-2
.
2
1
%
-2
.
4
5
%
-2
.
0
2
%
-0
.
4
0
%
-3.36%
-2.15%
-2.54%
-2.38%
-2.54%
-1.94%
-1.96%
-2.21%
-2.21%
-2.09%
-2
.
9
9
%
-2
.
5
5
%
-1.92%
-1.93%
0.
7
9
%
-3.44%
-2.27%
-2.70%
-2
.
8
5
%
-7
.
3
5
%
-3.11%
-8
.
0
6
%
-4
.
8
7
%
4+451+00 2+00 3+00 4+00
2+
0
0
3+
0
0
4+
0
0
FF
:
4
8
7
4
.
3
0
FF
:
4
8
7
4
.
6
0
4870.83
TBC-PI
4870.80
TBC-PI
4872.26
TBC-PI
4872.26
TBC-PI
4872.23
TBC-PI
4872.23
TBC-PI
4871.95
TBC-LP
4871.03
TSW
4872.37
TSW
4872.29
TSW
4873.53
TSW
4873.18
TSW
4873.82
TOP
4873.43
TBC-PC
4873.29
TBC-PC
4873.13
TBC-PC
4873.37
TBC-PC
4873.53
TBC-PC
4873.47
TBC-PC
4872.38
4871.51
TSW-MATCH
4870.85
TSW-MATCH
4870.47
TOP
4870.47
TOP
4869.00
BTM
4869.00
BTM
4873.26
TOA-HP
4872.04
TBC-HP
4873.23
TBC-HP
4873.80
FG
4873.30
FG
4873.80
FG
4873.80
FG4873.80
FG
4874.10
FG
4874.10
FG
4874.10
FG
4874.10
FG
4873.60
FG
4873.60
FG 4874.10
FG
4874.10
FG
4874.10
FG
4874.10
FG
4874.10
FG
4872.20
TBC-PC
4872.12
TBC-PC
4872.49
TBC-PC
4872.31
TBC-PC
4872.19
TBC-PC
4872.11
TBC-PC
4872.57
TBC-PC
4872.48
TBC-PC
4871.09
TBC-PC
4871.43
TBC-PC
4871.32
TBC-PC
4871.27
TBC-PC
4874.60
TOC
4874.30
TOC
4872.53
TOA
4872.35
TOA
4872.77
TOA 4872.35
TOA
4872.21
TBC
4872.40
TSW
4872.79
TOA
4872.33
TOA
4872.40
TOA
4873.59
TOA-HP
4873.76
TOA-HP
4873.05
TBC HP
4872.13
TBC-PI
4870.75
TBC-PI
4871.78
TBC-PC
4871.59
TBC-PI
4871.13
TBC-PI
4871.10
TBC-PC
4871.09
TOA
4870.95
TOA
4872.33
TSW
401-8 8" WATER MAIN
100-1 RETAIN AND PROTECT
200-1 SAW CUT AND ASPHALT
REMOVAL
402-8 8" WATER MAIN VALVE
403-1 FIRE HYDRANT ASSEMBLY
404-1 1" WATER SERVICE
501-8 8" SEWER MAIN
502-1 SEWER MANHOLE
504-4 4" SEWER SERVICE
401-8.6 6" TO 4'' REDUCER
601-12 12" STORM MAIN
602-1 STORM MAIN MANHOLE
602-2 STORM MAIN CATCH BASIN
602-3 OPEN BTM CATCH BASIN
706-1 6" VERTICAL CURB
706-2 6" LIP DOWN CURB
706-D1 CURB DRAIN
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
404-2 2" IRRIGATION SERVICE
401-8.8.6 8x8x6 TEE
401-8.8.8.6 8x8x6x6 CROSS
402-6 6" WATER MAIN VALVE
CHECK BY
SHEETS
DRAWN BY
JOB NO:
OF
SHEET
BWBTT
SHEET NAME:
PROJECT:
LOCATION:
2022-012
DATE: April 18, 2022
DATEREVISIONS
N-S WEST PARKING LOT GRADING
PLAN 1+00 TO STA. 4+45
TETON RIVER LOFTS PHASE 1
REXBURG, ID 19
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:24X36
VERTICAL EXAGGERATION:
PROJECT CONTACT:
BARRY BAME
CONNECT ENGINEERING
208-881-0081
PRELIMINARY FOR
REVIEW ONLY 1V = 10 H
8
N-S WEST PARKING LOT PLAN VIEW
N-S WEST PARKING LOT PROFILE VIEW
PRE
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
REV
I
E
W
S
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T
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L
Y
SHEET 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
3.ENSURE 18" MINIMUM VERTICAL
CLEARANCE BETWEEN ALL POTABLE
AND NON-POTABLE LINES ARE MET
NT.
4.SEE WATER NOTE 4 ON SHEET 2
WHERE 18'' VERTICAL SEPARATION
CAN NOT BE MET.
DESIGN SURFACE
EXISTING SURFACE
LO
R
E
N
E
S
T
R
E
E
T
STUB AND CAP WATER
AND SEWER MAINS
FOR FUTURE USE
V
I
C
I
N
I
T
Y
M
A
P
DATUM ELEV
4860.00
4864
4868
4872
4876
1+00
48
7
0
.
5
48
7
1
.
0
2+00
48
7
1
.
0
48
7
2
.
3
0
48
7
0
.
7
48
7
1
.
5
0
3+00
48
7
0
.
5
48
7
1
.
7
1
48
7
0
.
4
48
7
2
.
4
5
4+00
48
7
0
.
4
48
7
2
.
1
9
4+45
48
7
0
.
4
48
7
2
.
5
1
Install 107' of 12" ADS N 12 Storm Pipe @ 0.22%
Install 122' of 12" ADS N 12 Storm Pipe @ 0.22%
Install 34' of 12" ADS N 12 Storm Pipe @ 0.22%Install 5' of 12" ADS N 12 Storm Pipe @ 0.22%
Install 159' of 8" C50 DI Pipe @ 5' Min CoverEXISTING WATER STUB
Install 33' of 8" C50 DI Pipe @ 5' Min Cover
Install 59' of 8" C50 DI Pipe @ 5' Min Cover
Install 267' of 8" PVC SDR 35 San. Pipe @
0
.
4
0
%
EXISTING SEWER STUB
CB-10
Sta:1+64.21 OFF:-30.16L
GRATE:4870.28
N INV OUT:4867.28
CB-6
Sta:2+24.12 OFF:34.51R
GRATE:4870.36
S INV IN:4867.05
NW INV OUT:4866.95
CB-7
Sta:2+19.56 OFF:31.61R
GRATE:4870.33
SE INV IN:4866.94
NE INV OUT:4866.84
SDMH-5
Sta:4+20.18 OFF:-11.82L
GRATE:4872.02
S INV IN:4866.39
W INV IN:4868.43
E INV OUT:4866.29
CB-8
Sta:4+19.60 OFF:-29.71L
GRATE:4871.47
E INV OUT:4868.47
CB-12
Sta:4+21.30 OFF:29.10R
GRATE:4870.20
W INV IN:4866.20
EXIST SSMH-1
Sta:1+30.85 OFF:21.41R
GRATE:4870.77
E INV IN:4861.99
N INV IN:4861.99
W INV OUT:4861.86
Install Hydrant
Flange: 4872.53'
Station: 4+28.68
Offset: -38.469
SDMH-4
Sta:2+43.56 OFF:7.16R
GRATE:4871.37
SW INV IN:4866.76
E INV IN:4868.02
N INV OUT:4866.66
48
7
2
4
8
7
2
4873
48
7
3
48
7
2
L3
L1
SDMH-3
CB-7
CB-6
SDMH-5
CB-12
CB-8
CB-5
CB-10
EXIST SSMH-1
SDMH-4
4+451+00 2+00 3+00 4+00
2+
0
0
3+
0
0
4+
0
0
401-8 8" WATER MAIN
100-1 RETAIN AND PROTECT
200-1 SAW CUT AND ASPHALT
REMOVAL
402-8 8" WATER MAIN VALVE
403-1 FIRE HYDRANT ASSEMBLY
404-1 1" WATER SERVICE
501-8 8" SEWER MAIN
502-1 SEWER MANHOLE
504-4 4" SEWER SERVICE
401-8.6 6" TO 4'' REDUCER
601-12 12" STORM MAIN
602-1 STORM MAIN MANHOLE
602-2 STORM MAIN CATCH BASIN
602-3 OPEN BTM CATCH BASIN
706-1 6" VERTICAL CURB
706-2 6" LIP DOWN CURB
706-D1 CURB DRAIN
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
404-2 2" IRRIGATION SERVICE
401-8.8.6 8x8x6 TEE
401-8.8.8.6 8x8x6x6 CROSS
402-6 6" WATER MAIN VALVE
CHECK BY
SHEETS
DRAWN BY
JOB NO:
OF
SHEET
BWBTT
SHEET NAME:
PROJECT:
LOCATION:
2022-012
DATE: April 18, 2022
DATEREVISIONS
N-S WEST PARKING LOT UTILITY PLAN
1+00 TO STA. 4+45
TETON RIVER LOFTS PHASE 1
REXBURG, ID 19
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:24X36
VERTICAL EXAGGERATION:
PROJECT CONTACT:
BARRY BAME
CONNECT ENGINEERING
208-881-0081
PRELIMINARY FOR
REVIEW ONLY 1V = 10 H
9
N-S WEST PARKING LOT PLAN VIEW
N-S WEST PARKING LOT PROFILE VIEW
PRE
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
REV
I
E
W
S
E
T
O
N
L
Y
100-1
100-1
100-1
100-1
STUB AND CAP WATER
AND SEWER MAINS
FOR FUTURE USE401-8
404-2
404-2
401-6
501-8
504-4
401-8.6
401-4
504-4
602-1
602-1
602-1
601-12
601-12
601-12
601-12
601-12
602-2
602-2
602-2
602-2
602-3
706-1
706-1
706-2
TRANSITION FROM
LIP UP TO LIP DOWN
706-2
706-1
706-1
TRANSITION
FROM LIP UP TO
LIP DOWN
706-2
706-1
TRANSITION FROM
LIP UP TO LIP DOWN
706-2
706-1
706-2
706-S1
706-S1
706-S1
T
E
M
P
O
R
A
R
Y
S
T
O
R
M
W
A
T
E
R
R
E
T
E
N
T
I
O
N
P
O
N
D
DESIGN SURFACE
EXISTING SURFACE
706-S1-WITH HANDRAILS PER
ISPWC. SLOPE OF SIDEWALK
NOT TO EXCEED 8.3%
706-S1
706-S1
504-4
CONNECT TO
EXISTING SEWER
STUB SEE SHEET NOTE 4
CONNECT TO
WATER STUB.
LO
R
E
N
E
S
T
R
E
E
T
401-8.8.6401-8.8.6.6
401-8.6
401-4
401-4
401-8.6
401-6
STUB AND CAP WATER
AND SEWER MAINS
FOR FUTURE USE
DUMPSTER LOCATION
PER CITY OF REXBURG
STANDARDS
402-8
401-8.8.6
402-6
403-1
401-6
V
I
C
I
N
I
T
Y
M
A
P
SHEET 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
3.ENSURE 18" MINIMUM VERTICAL
CLEARANCE BETWEEN ALL POTABLE
AND NON-POTABLE LINES ARE MET
NT.
4.SEE WATER NOTE 4 ON SHEET 2
WHERE 18'' VERTICAL SEPARATION
CAN NOT BE MET.
SEE SHEET NOTE 4
SEE SHEET NOTE 4
SEE SHEET NOTE 4
DATUM ELEV
4862.00
4864
4868
4872
4876
1+00
48
7
2
.
0
48
7
2
.
5
2+00
48
7
2
.
2
48
7
3
.
2
5
48
7
2
.
1
48
7
2
.
4
8
3+00
48
7
2
.
0
48
7
2
.
8
1
48
7
2
.
1
48
7
4
.
0
9
4+00
48
7
2
.
1
48
7
3
.
7
4
4+45
48
7
2
.
1
48
7
4
.
0
5
Install 106' of 12" ADS N 12 Storm Pipe @ 0.22%
Install 218' of 8" C50 DI Pipe @ 5' Min Cover
Install 149' of 12" ADS N 12 Storm Pipe @ 0.22%
EXISTING WATER STUB
Install 268' of 8" PVC SDR 35 San. Pipe @ 0
.
4
0
%
EXISTING SEWER STUB
Install 31' of 8" C50 DI Pipe @ 5' Min Cover
CB-9
Sta:1+66.14 OFF:32.93R
GRATE:4871.45
N INV OUT:4868.45
CB-1
Sta:7+26.34 OFF:30.09R
GRATE:4871.26
SW INV OUT:4868.23
SDMH-1
Sta:7+01.86 OFF:34.67R
GRATE:4871.80
E INV IN:4868.07
N INV OUT:4867.97
CB-2
Sta:2+72.57 OFF:32.88R
GRATE:4871.26
NE INV IN:4868.21
S INV IN:4868.21
W INV OUT:4868.11
CB-11
Sta:4+21.40 OFF:32.57R
GRATE:4872.79
W INV OUT:4870.17
SDMH-7
Sta:4+22.08 OFF:13.30R
GRATE:4873.40
S INV IN:4867.64
E INV IN:4870.12
W INV OUT:4867.54
SDMH-13
Sta:4+23.28 OFF:-35.46L
GRATE:4869.75
E INV IN:4867.43
EXIST SSMH-2
Sta:1+28.49 OFF:5.38R
GRATE:4872.08
E INV IN:4863.76
N INV IN:4863.86
W INV OUT:4863.76
Install Hydrant
Flange: 4873.77'
Station: 4+28.35
Offset: 42.312
48
7
4
487
3
4
8
7
2
L2
-18.12%
-8.96%
-
4
.
3
0
%
-2
.
0
5
%
-2
.
5
8
%
-2
.
0
6
%
-3.57%
-3.87%-2.00%
-2.00%
-2.14%
-3.47%
-2.00%
-2
.
6
7
%
-2
.
8
1
%
-3.64%-1
4
.
8
7
%
-4
.
8
7
%
-0.65%
1+00 2+00 3+00 4+00 4+45
6+
0
0
7+
0
0
7+
4
0
-3.31%
-3.65%
FF
:
4
8
7
5
.
5
0
4872.91
TBC-PI
4872.91
TBC-PI
4871.72
TBC-PI
4871.72
TBC-PI
4873.79
TBC-PI
4873.79
TBC-PI
4874.41
TSW
4873.02
TSW
4875.23
TBC-HP
4874.78
TBC-PC
4874.59
TBC-PC
4874.50
TBC-PC
4875.10
TBC-PC
4875.07
TBC-PC
4875.14
TBC-PC
4872.83
TBC-PC
4872.93
TBC-PC
4873.61
TBC-PC
4873.18
TBC-PC
4872.38
TSW-MATCH
4873.01
TBC-PI
4872.65
TBC-PI
4871.98
TBC-PI
4872.09
TBC-PC
4872.78
TBC-PC
4872.03
TBC-PC
4872.25
TBC-PC
4872.36
TBC-PC
4872.03
TBC-PC
4873.53
TBC-PC
4873.87
TBC-PC
4873.97
TBC-PC4873.27
TBC-PC
4871.99
TOP
4871.96
TOP
4869.00
BTM
4869.00
BTM
4874.67
TOA
4874.45
TOA
4874.08
TOA
4872.27
TBC-PI
4873.27
TBC-LP
4874.31
TBC-HP
4873.22
TBC-HP
4875.00
FG
4874.34
FG
4875.00
FG
4875.00
FG
4875.00
FG
4875.50
TOC
4873.37
TBC END
4872.59
TOA
4872.59
TBC-LP
401-8 8" WATER MAIN
100-1 RETAIN AND PROTECT
200-1 SAW CUT AND ASPHALT
REMOVAL
402-8 8" WATER MAIN VALVE
403-1 FIRE HYDRANT ASSEMBLY
404-1 1" WATER SERVICE
501-8 8" SEWER MAIN
502-1 SEWER MANHOLE
504-4 4" SEWER SERVICE
401-8.6 6" TO 4'' REDUCER
601-12 12" STORM MAIN
602-1 STORM MAIN MANHOLE
602-2 STORM MAIN CATCH BASIN
602-3 OPEN BTM CATCH BASIN
706-1 6" VERTICAL CURB
706-2 6" LIP DOWN CURB
706-D1 CURB DRAIN
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
404-2 2" IRRIGATION SERVICE
401-8.8.6 8x8x6 TEE
401-8.8.8.6 8x8x6x6 CROSS
402-6 6" WATER MAIN VALVE
CHECK BY
SHEETS
DRAWN BY
JOB NO:
OF
SHEET
BWBTT
SHEET NAME:
PROJECT:
LOCATION:
2022-012
DATE: April 18, 2022
DATEREVISIONS
N-S EAST PARKING LOT GRADING PLAN
1+00 TO STA. 4+45
TETON RIVER LOFTS PHASE 1
REXBURG, ID 19
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:24X36
VERTICAL EXAGGERATION:
PROJECT CONTACT:
BARRY BAME
CONNECT ENGINEERING
208-881-0081
PRELIMINARY FOR
REVIEW ONLY 1V = 10 H
10
N-S EAST PARKING LOT PLAN VIEW
N-S EAST PARKING LOT VIEW
PRE
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
REV
I
E
W
S
E
T
O
N
L
Y
T
E
M
P
O
R
A
R
Y
S
T
O
R
M
W
A
T
E
R
R
E
T
E
N
T
I
O
N
P
O
N
D
DESIGN SURFACE
EXISTING SURFACE
STUB AND CAP WATER
AND SEWER FOR
FUTURE USE
V
I
C
I
N
I
T
Y
M
A
P
SHEET 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
3.ENSURE 18" MINIMUM VERTICAL
CLEARANCE BETWEEN ALL POTABLE
AND NON-POTABLE LINES ARE MET
NT.
4.SEE WATER NOTE 4 ON SHEET 2
WHERE 18'' VERTICAL SEPARATION
CAN NOT BE MET.
DATUM ELEV
4862.00
4864
4868
4872
4876
1+00
48
7
2
.
0
48
7
2
.
5
2+00
48
7
2
.
2
48
7
3
.
2
5
48
7
2
.
1
48
7
2
.
4
8
3+00
48
7
2
.
0
48
7
2
.
8
1
48
7
2
.
1
48
7
4
.
0
9
4+00
48
7
2
.
1
48
7
3
.
7
4
4+45
48
7
2
.
1
48
7
4
.
0
5
Install 106' of 12" ADS N 12 Storm Pipe @ 0.22%
Install 218' of 8" C50 DI Pipe @ 5' Min Cover
Install 149' of 12" ADS N 12 Storm Pipe @ 0.22%
EXISTING WATER STUB
Install 268' of 8" PVC SDR 35 San. Pipe @ 0
.
4
0
%
EXISTING SEWER STUB
Install 31' of 8" C50 DI Pipe @ 5' Min Cover
CB-9
Sta:1+66.14 OFF:32.93R
GRATE:4871.45
N INV OUT:4868.45
CB-1
Sta:7+26.34 OFF:30.09R
GRATE:4871.26
SW INV OUT:4868.23
SDMH-1
Sta:7+01.86 OFF:34.67R
GRATE:4871.80
E INV IN:4868.07
N INV OUT:4867.97
CB-2
Sta:2+72.57 OFF:32.88R
GRATE:4871.26
NE INV IN:4868.21
S INV IN:4868.21
W INV OUT:4868.11
CB-11
Sta:4+21.40 OFF:32.57R
GRATE:4872.79
W INV OUT:4870.17
SDMH-7
Sta:4+22.08 OFF:13.30R
GRATE:4873.40
S INV IN:4867.64
E INV IN:4870.12
W INV OUT:4867.54
SDMH-13
Sta:4+23.28 OFF:-35.46L
GRATE:4869.75
E INV IN:4867.43
EXIST SSMH-2
Sta:1+28.49 OFF:5.38R
GRATE:4872.08
E INV IN:4863.76
N INV IN:4863.86
W INV OUT:4863.76
Install Hydrant
Flange: 4873.77'
Station: 4+28.35
Offset: 42.312
48
7
4
487
3
4
8
7
2
L2
CB-3
CB-2CB-9
CB-1
SDMH-1
SDMH-7
CB-11
SDMH-13
EXIST SSMH-2
Install 20' of 12" ADS N 12 Storm Pipe @ 0.22%
Install 49' of 12" ADS N 12 Storm Pipe @ 0.22%
1+00 2+00 3+00 4+00 4+45
6+
0
0
7+
0
0
7+
4
0
Install 7' of 12" ADS N 12 Storm Pipe @ 0.22%
401-8 8" WATER MAIN
100-1 RETAIN AND PROTECT
200-1 SAW CUT AND ASPHALT
REMOVAL
402-8 8" WATER MAIN VALVE
403-1 FIRE HYDRANT ASSEMBLY
404-1 1" WATER SERVICE
501-8 8" SEWER MAIN
502-1 SEWER MANHOLE
504-4 4" SEWER SERVICE
401-8.6 6" TO 4'' REDUCER
601-12 12" STORM MAIN
602-1 STORM MAIN MANHOLE
602-2 STORM MAIN CATCH BASIN
602-3 OPEN BTM CATCH BASIN
706-1 6" VERTICAL CURB
706-2 6" LIP DOWN CURB
706-D1 CURB DRAIN
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
404-2 2" IRRIGATION SERVICE
401-8.8.6 8x8x6 TEE
401-8.8.8.6 8x8x6x6 CROSS
402-6 6" WATER MAIN VALVE
CHECK BY
SHEETS
DRAWN BY
JOB NO:
OF
SHEET
BWBTT
SHEET NAME:
PROJECT:
LOCATION:
2022-012
DATE: April 18, 2022
DATEREVISIONS
N-S EAST PARKING LOT UTILITY PLAN
1+00 TO STA. 4+45
TETON RIVER LOFTS PHASE 1
REXBURG, ID 19
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:24X36
VERTICAL EXAGGERATION:
PROJECT CONTACT:
BARRY BAME
CONNECT ENGINEERING
208-881-0081
PRELIMINARY FOR
REVIEW ONLY 1V = 10 H
11
N-S EAST PARKING LOT PLAN VIEW
N-S EAST PARKING LOT VIEW
PRE
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
REV
I
E
W
S
E
T
O
N
L
Y
LO
R
E
N
E
S
T
R
E
E
T
STUB AND CAP WATER
AND SEWER FOR
FUTURE USE
100-1
100-1
100-1
100-1
401-8
501-8
100-1
602-2
602-2
602-2
602-1
706-1
706-2
706-1
601-12
706-1
TRANSITION
FROM LIP UP TO
LIP DOWN
706-2
706-1
TRANSITION FROM
LIP UP TO LIP DOWN
706-1
706-S1
706-2
706-1
706-1
100-1
100-1
T
E
M
P
O
R
A
R
Y
S
T
O
R
M
W
A
T
E
R
R
E
T
E
N
T
I
O
N
P
O
N
D
706-S1
DESIGN SURFACE
EXISTING SURFACE
602-2
602-1
602-3
CONNECT TO EXISTING
WATER AND SEWER STUB
601-12
404-2
404-2 504-4
504-4
401-8.8.6.6
401-6
401-8.6
401-4
401-4
401-8.6
401-6
STUB AND CAP WATER
AND SEWER FOR
FUTURE USE
402-8
401-8.8.6
402-6
403-1
401-6
SEE SHEET NOTE 4
SEE SHEET NOTE 4
SEE SHEET NOTE 4
SEE SHEET NOTE 4
V
I
C
I
N
I
T
Y
M
A
P
SHEET 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
3.ENSURE 18" MINIMUM VERTICAL
CLEARANCE BETWEEN ALL POTABLE
AND NON-POTABLE LINES ARE MET
NT.
4.SEE WATER NOTE 4 ON SHEET 2
WHERE 18'' VERTICAL SEPARATION
CAN NOT BE MET.
DATUM ELEV
4862.00
4864
4868
4872
4876
1+00
48
6
9
.
5
48
7
2
.
0
9
48
6
9
.
7
48
7
1
.
7
6
2+00
48
7
0
.
1
48
7
1
.
2
6
48
7
0
.
4
48
7
1
.
7
4
3+00
48
7
0
.
7
48
7
2
.
4
7
Install 34' of 12" ADS N 12 Storm Pipe @ 0.22%Install 44' of 12" ADS N 12 Storm Pipe @ 0.22%
CB-7
Sta:2+19.56 OFF:31.61R
GRATE:4870.33
SE INV IN:4866.94
NE INV OUT:4866.84
SDMH-3
Sta:2+87.92 OFF:7.15R
GRATE:4872.22
S INV IN:4868.39
E INV IN:4868.22
W INV OUT:4868.12
CB-5
Sta:2+87.49 OFF:28.91R
GRATE:4871.77
N INV OUT:4868.44
SDMH-4
Sta:2+43.56 OFF:7.16R
GRATE:4871.37
SW INV IN:4866.76
E INV IN:4868.02
N INV OUT:4866.66
4872
487
24
8
7
3
4872
4873
48
7
1
L1
SDMH-3
CB-7
CB-6
SDMH-5
CB-12
CB-8
CB-5
CB-10
EXIST SSMH-1
SDMH-4
4+45
2+
0
0
3+
0
0
4+
0
0
1+00 2+00 3+00
401-8 8" WATER MAIN
100-1 RETAIN AND PROTECT
200-1 SAW CUT AND ASPHALT
REMOVAL
402-8 8" WATER MAIN VALVE
403-1 FIRE HYDRANT ASSEMBLY
404-1 1" WATER SERVICE
501-8 8" SEWER MAIN
502-1 SEWER MANHOLE
504-4 4" SEWER SERVICE
401-8.6 6" TO 4'' REDUCER
601-12 12" STORM MAIN
602-1 STORM MAIN MANHOLE
602-2 STORM MAIN CATCH BASIN
602-3 OPEN BTM CATCH BASIN
706-1 6" VERTICAL CURB
706-2 6" LIP DOWN CURB
706-D1 CURB DRAIN
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
404-2 2" IRRIGATION SERVICE
401-8.8.6 8x8x6 TEE
401-8.8.8.6 8x8x6x6 CROSS
402-6 6" WATER MAIN VALVE
CHECK BY
SHEETS
DRAWN BY
JOB NO:
OF
SHEET
BWBTT
SHEET NAME:
PROJECT:
LOCATION:
2022-012
DATE: April 18, 2022
DATEREVISIONS
W-E WEST PARKING LOT UTILITY PLAN
STA. 1+00 TO STA. 3+00
TETON RIVER LOFTS PHASE 1
REXBURG, ID 19
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:24X36
VERTICAL EXAGGERATION:
PROJECT CONTACT:
BARRY BAME
CONNECT ENGINEERING
208-881-0081
PRELIMINARY FOR
REVIEW ONLY 1V = 10 H
13
W-E WEST PARKING LOT PLAN VIEW
W-E WEST PARKING LOT PROFILE VIEW
PRE
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
REV
I
E
W
S
E
T
O
N
L
Y
100-1
401-8
404-2
501-8
602-1
601-12
602-1
602-2
602-2
602-2
602-2
602-2
601-12
601-12
601-12
601-12
601-12
601-12
602-3
706-1
706-1
706-1
706-1
706-1
706-2
706-2
706-1
TRANSITION
FROM LIP UP TO
LIP DOWN
706-S1
706-S1
706-S1-WITH
HANDRAILS PER
ISPWC. SLOPE OF
SIDEWALK NOT TO
EXCEED 8.3%
706-S1-WITH HANDRAILS
PER ISPWC. SLOPE OF
SIDEWALK NOT TO
EXCEED 8.3%
706-S1
706-S1
DESIGN SURFACE
EXISTING SURFACE
CONNECT TO
EXISTING WATER AND
SEWER STUB
STUB AND CAP WATER AND
SEWER MAIN FOR FUTURE USE.
504-4
401-8.8.6.6
401-8.6
401-6
401-4 504-4
401-8.6
401-4
504-4
401-8.8.6
401-8.6
401-4
402-8
LORENE STREET
401-8.8.6
402-6
403-1
401-6
V
I
C
I
N
I
T
Y
M
A
P
SHEET 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
3.ENSURE 18" MINIMUM VERTICAL
CLEARANCE BETWEEN ALL POTABLE
AND NON-POTABLE LINES ARE MET
NT.
4.SEE WATER NOTE 4 ON SHEET 2
WHERE 18'' VERTICAL SEPARATION
CAN NOT BE MET.
404-2
SEE SHEET NOTE 4
SEE SHEET NOTE 4
SEE SHEET NOTE 4
SEE SHEET NOTE 4
SEE SHEET NOTE 4
DATUM ELEV
4862.00
4864
4868
4872
4876
1+00
48
6
9
.
5
48
7
2
.
0
9
48
6
9
.
7
48
7
1
.
7
6
2+00
48
7
0
.
1
48
7
1
.
2
6
48
7
0
.
4
48
7
1
.
7
4
3+00
48
7
0
.
7
48
7
2
.
4
7
Install 34' of 12" ADS N 12 Storm Pipe @ 0.22%Install 44' of 12" ADS N 12 Storm Pipe @ 0.22%
CB-7
Sta:2+19.56 OFF:31.61R
GRATE:4870.33
SE INV IN:4866.94
NE INV OUT:4866.84
SDMH-3
Sta:2+87.92 OFF:7.15R
GRATE:4872.22
S INV IN:4868.39
E INV IN:4868.22
W INV OUT:4868.12
CB-5
Sta:2+87.49 OFF:28.91R
GRATE:4871.77
N INV OUT:4868.44
SDMH-4
Sta:2+43.56 OFF:7.16R
GRATE:4871.37
SW INV IN:4866.76
E INV IN:4868.02
N INV OUT:4866.66
4872
487
24
8
7
3
4873
4872
4873
48
7
1
L1
-9
.
3
0
%
-1
1
.
3
3
%
-1
5
.
5
5
%
-1
5
.
6
9
%
-1
3
.
2
9
%
-6
.
1
3
%
-3.59%
-6.53%
-8.27%
-2.21%
-2.45%
-2.02%
-3
.
3
6
%
-2
.
1
5
%
-2
.
5
4
%
-2
.
5
4
%
-1
.
9
4
%
-1
.
9
6
%
-1
.
9
2
%
-1
.
9
2
%
-2
.
2
1
%
-2
.
0
9
%
-2.99%
-2.55%
-1
.
9
2
%
-1
.
9
3
%
0.79%
-3
.
2
1
%
-3
.
4
4
%
-2
.
2
7
%
-2
.
7
0
%
-2.85%
-7.35%
-3
.
1
1
%
-8.06%
-4.87%
4+45
2+
0
0
3+
0
0
4+
0
0
1+00 2+00 3+00
FF: 4874.30
4870.83
TBC-PI
4870.80
TBC-PI
4871.70
TBC-PI
4872.12
TBC-PI
4872.84
TBC-PI
4873.47
TBC-PI
4872.26
TBC-PI
4872.26
TBC-PI
4872.23
TBC-PI
4872.23
TBC-PI
4871.95
TBC-LP
4871.03
TSW
4872.37
TSW
4872.29
TSW 4873.53
TSW
4872.03
TSW
4873.79
TSW
4873.18
TSW
4873.58
TSW
4873.82
TOP
4873.43
TBC-PC
4873.29
TBC-PC
4873.13
TBC-PC
4873.37
TBC-PC
4873.53
TBC-PC4873.47
TBC-PC
4871.51
TSW-MATCH
4870.85
TSW-MATCH
4870.47
TOP
4870.47
TOP
4869.00
BTM
4869.00
BTM
4873.26
TOA-HP
4872.04
TBC-HP
4873.23
TBC-HP
4873.80
FG
4873.80
FG
4873.80
FG
4873.80
FG
4873.80
FG
4873.30
FG
4873.30
FG 4873.30
FG
4873.80
FG
4873.80
FG
4873.80
FG
4874.10
FG
4874.10
FG4874.10
FG
4873.60
FG
4874.10
FG
4872.20
TBC-PC
4872.12
TBC-PC 4872.49
TBC-PC
4872.31
TBC-PC
4872.19
TBC-PC
4872.11
TBC-PC
4872.57
TBC-PC
4872.48
TBC-PC4871.09
TBC-PC
4871.43
TBC-PC
4871.32
TBC-PC
4871.27
TBC-PC
4874.60
TOC
4874.30
TOC
4874.30
TOC
4872.35
TOA
4872.77
TOA
4872.35
TOA
4872.21
TBC
4872.40
TSW
4872.33
TOA
4873.59
TOA-HP
4873.05
TBC HP
4872.13
TBC-PI
4870.75
TBC-PI
4871.78
TBC-PC
4871.59
TBC-PI
4871.13
TBC-PI
4871.10
TBC-PC
4871.09
TOA
4870.95
TOA
4872.33
TSW
4870.88
EXIST ELEV
4870.61
EXIST ELEV
4870.26
EXIST ELEV
4869.89
EXIST ELEV
401-8 8" WATER MAIN
100-1 RETAIN AND PROTECT
200-1 SAW CUT AND ASPHALT
REMOVAL
402-8 8" WATER MAIN VALVE
403-1 FIRE HYDRANT ASSEMBLY
404-1 1" WATER SERVICE
501-8 8" SEWER MAIN
502-1 SEWER MANHOLE
504-4 4" SEWER SERVICE
401-8.6 6" TO 4'' REDUCER
601-12 12" STORM MAIN
602-1 STORM MAIN MANHOLE
602-2 STORM MAIN CATCH BASIN
602-3 OPEN BTM CATCH BASIN
706-1 6" VERTICAL CURB
706-2 6" LIP DOWN CURB
706-D1 CURB DRAIN
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
404-2 2" IRRIGATION SERVICE
401-8.8.6 8x8x6 TEE
401-8.8.8.6 8x8x6x6 CROSS
402-6 6" WATER MAIN VALVE
CHECK BY
SHEETS
DRAWN BY
JOB NO:
OF
SHEET
BWBTT
SHEET NAME:
PROJECT:
LOCATION:
2022-012
DATE: April 18, 2022
DATEREVISIONS
W-E WEST PARKING LOT GRADING
PLAN STA. 1+00 TO STA. 3+00
TETON RIVER LOFTS PHASE 1
REXBURG, ID 19
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:24X36
VERTICAL EXAGGERATION:
PROJECT CONTACT:
BARRY BAME
CONNECT ENGINEERING
208-881-0081
PRELIMINARY FOR
REVIEW ONLY 1V = 10 H
12
W-E WEST PARKING LOT PLAN VIEW
W-E WEST PARKING LOT PROFILE VIEW
PRE
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
REV
I
E
W
S
E
T
O
N
L
Y
DESIGN SURFACE
EXISTING SURFACE
LORENE STREET
V
I
C
I
N
I
T
Y
M
A
P
SHEET 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
3.ENSURE 18" MINIMUM VERTICAL
CLEARANCE BETWEEN ALL POTABLE
AND NON-POTABLE LINES ARE MET
NT.
4.SEE WATER NOTE 4 ON SHEET 2
WHERE 18'' VERTICAL SEPARATION
CAN NOT BE MET.
DATUM ELEV
4862.00
4864
4868
4872
4876
3+00
48
7
0
.
7
48
7
2
.
4
7
48
7
0
.
9
48
7
2
.
6
8
4+00
48
7
1
.
1
48
7
2
.
9
4
48
7
1
.
3
48
7
2
.
9
7
5+00
48
7
1
.
4
48
7
3
.
6
1
48
7
1
.
5
48
7
3
.
2
7
6+00
48
7
1
.
7
48
7
3
.
1
0
Install 171' of 12" PVC SDR 35 San. Pipe @ 0.22%
Install 115' of 12" PVC SDR 35 San. Pipe @ 0.22%
CB-4
Sta:4+58.35 OFF:29.85R
GRATE:4872.28
E INV IN:4868.84
N INV OUT:4868.74
SDMH-2
Sta:4+58.56 OFF:9.37R
GRATE:4872.72
S INV IN:4868.70
W INV OUT:4868.60
CB-3
Sta:5+73.58 OFF:30.71R
GRATE:4872.09
W INV OUT:4869.10
4873
4873
4872
L3
4871.25
TOP
4869.00
BTM
4871.19
TOP
-1
3
.
2
9
%
-1
0
.
3
2
%
-1
8
.
3
7
%
-8
.
8
2
%
-8
.
9
6
%
-6
.
1
3
%
-5
.
1
1
%
-3.59%
-3.55%
-4.36%
-3
.
8
7
%
-3
.
0
0
%
-0.87%
-0.40%
-0
.
4
0
%
-0
.
4
0
%
-0
.
4
0
%
-2.57%
-2.40%
-2.
1
3
%
-3
.
1
2
%
-2
.
5
4
%
-2
.
3
8
%
-2
.
5
4
%
-2
.
0
0
%
-2
.
0
0
%
-1
.
9
4
%
-1
.
9
6
%
-2
.
2
1
%
-2
.
2
1
%
-2
.
0
9
%
-2
.
0
3
%
-2
.
1
5
%
-2.70%
-3.04%
-2.16%
-1
1
.
0
3
%
-1
1
.
0
8
%
-7.35%
-4.87%-4.21%
-7.34%
3+00 4+00 5+00 6+00
-3.16%
-
2
.
9
8
%
-3
.
5
0
%
FF: 4874.60 FF: 4875.50
4872.23
TBC-PI
4872.87
TBC-PI
4873.29
TBC-PI 4872.37
TSW
4873.73
TSW
4874.53
TSW
4873.25
TSW 4872.55
TSW
4874.49
TBC-HP 4875.18
TBC-HP
4873.43
TBC-PC
4873.53
TBC-PC
4873.90
TBC-PC
4873.82
TBC-PC
4874.06
TBC-PC
4874.06
TBC-PC
4874.00
TBC-PC 4874.06
TBC-PC
4874.77
TBC-PC
4874.72
TBC-PC
4874.77
TBC-PC
4874.67
TBC-PC
4874.62
TBC-PC
4874.76
TBC-PC
4873.52
TBC-PC
4873.66
TBC-PC
4873.59
TBC-PC
4872.79
TBC-PC
4872.93
TBC-PC
4872.98
TBC-PC
4873.10
TBC-PC
4873.07
TBC-PC
4872.72
TBC-PC
4872.88
TBC-PC
4873.60
TBC-PC
4873.39
TBC-PC
4872.38
TSW-MATCH 4872.06
TSW-MATCH 4871.51
TSW-MATCH
4870.47
TOP
4870.47
TOP
4869.00
BTM
4869.00
BTM
4872.61
TBC-LP
4872.49
TBC-LP
4873.92
TOA
4873.26
TOA-HP
4874.62
TBC-HP
4873.30
TOA
4872.88
TBC
4872.41
TBC
4872.59
TBC
4872.69
TBC
4872.11
TBC END
4872.12
TOA
4872.16
TOA
4872.17
TBC END
4872.28
TOA
4872.27
TBC END
4872.33
TBC END
4872.32
TOA
4875.00
FG
4875.00
FG
4875.00
FG
4875.00
FG
4874.90
FG
4874.93
FG
4874.32
FG
4875.00
FG
4875.00
4874.10
FG
4874.10
FG
4874.10
FG4874.10
FG
4873.60
FG 4873.60
FG
4874.10
FG
4874.10
FG
4874.10
FG
4874.10
FG
4874.10
FG
4872.57
TBC-PC
4872.48
TBC-PC
4874.60
TOC 4874.60
TOC
4875.50
TOC
4872.53
TOA
4872.35
TOA
4873.63
TOA
4872.79
TOA
4871.85
BTM
4871.85
BTM
4872.33
TOA
4872.40
TOA
4873.59
TOA-HP
4873.76
TOA-HP
4872.13
TBC-PI
4871.78
TBC-PC
4874.28
TBC-HP
4872.52
TOA
4872.59
TOA
4872.76
TBC-LP
4872.59
TBC-LP
401-8 8" WATER MAIN
100-1 RETAIN AND PROTECT
200-1 SAW CUT AND ASPHALT
REMOVAL
402-8 8" WATER MAIN VALVE
403-1 FIRE HYDRANT ASSEMBLY
404-1 1" WATER SERVICE
501-8 8" SEWER MAIN
502-1 SEWER MANHOLE
504-4 4" SEWER SERVICE
401-8.6 6" TO 4'' REDUCER
601-12 12" STORM MAIN
602-1 STORM MAIN MANHOLE
602-2 STORM MAIN CATCH BASIN
602-3 OPEN BTM CATCH BASIN
706-1 6" VERTICAL CURB
706-2 6" LIP DOWN CURB
706-D1 CURB DRAIN
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
404-2 2" IRRIGATION SERVICE
401-8.8.6 8x8x6 TEE
401-8.8.8.6 8x8x6x6 CROSS
402-6 6" WATER MAIN VALVE
602-3
706-1
CHECK BY
SHEETS
DRAWN BY
JOB NO:
OF
SHEET
BWBTT
SHEET NAME:
PROJECT:
LOCATION:
2022-012
DATE: April 18, 2022
DATEREVISIONS
W-E CENTER PARKING LOT GRADING
PLAN STA. 3+00 TO STA. 6+00
TETON RIVER LOFTS PHASE 1
REXBURG, ID 19
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:24X36
VERTICAL EXAGGERATION:
PROJECT CONTACT:
BARRY BAME
CONNECT ENGINEERING
208-881-0081
PRELIMINARY FOR
REVIEW ONLY 1V = 10 H
14
W-E CENTER PARKING LOT PLAN VIEW
W-E CENTER PARKING LOT PROFILE VIEW
PRE
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
REV
I
E
W
S
E
T
O
N
L
Y
TEMPORARY STORM WATER RETENTION POND
DESIGN SURFACE
EXISTING SURFACE
LORENE STREET
V
I
C
I
N
I
T
Y
M
A
P
SHEET 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
3.ENSURE 18" MINIMUM VERTICAL
CLEARANCE BETWEEN ALL POTABLE
AND NON-POTABLE LINES ARE MET
NT.
4.SEE WATER NOTE 4 ON SHEET 2
WHERE 18'' VERTICAL SEPARATION
CAN NOT BE MET.
DATUM ELEV
4862.00
4864
4868
4872
4876
3+00
48
7
0
.
7
48
7
2
.
4
7
48
7
0
.
9
48
7
2
.
6
8
4+00
48
7
1
.
1
48
7
2
.
9
4
48
7
1
.
3
48
7
2
.
9
7
5+00
48
7
1
.
4
48
7
3
.
6
1
48
7
1
.
5
48
7
3
.
2
7
6+00
48
7
1
.
7
48
7
3
.
1
0
Install 171' of 12" PVC SDR 35 San. Pipe @ 0.22%
Install 115' of 12" PVC SDR 35 San. Pipe @ 0.22%
CB-4
Sta:4+58.35 OFF:29.85R
GRATE:4872.28
E INV IN:4868.84
N INV OUT:4868.74
SDMH-2
Sta:4+58.56 OFF:9.37R
GRATE:4872.72
S INV IN:4868.70
W INV OUT:4868.60
CB-3
Sta:5+73.58 OFF:30.71R
GRATE:4872.09
W INV OUT:4869.10
4873
4873
4872
L3
CB-4
CB-3
SDMH-2
SDMH-3
CB-12
CB-5
EXIST SSMH-1
4871.25
TOP
4869.00
BTM
Install 20' of 12" ADS N 12 Storm Pipe @ 0.22%
4871.19
TOP
3+00 4+00 5+00 6+00
401-8 8" WATER MAIN
100-1 RETAIN AND PROTECT
200-1 SAW CUT AND ASPHALT
REMOVAL
402-8 8" WATER MAIN VALVE
403-1 FIRE HYDRANT ASSEMBLY
404-1 1" WATER SERVICE
501-8 8" SEWER MAIN
502-1 SEWER MANHOLE
504-4 4" SEWER SERVICE
401-8.6 6" TO 4'' REDUCER
601-12 12" STORM MAIN
602-1 STORM MAIN MANHOLE
602-2 STORM MAIN CATCH BASIN
602-3 OPEN BTM CATCH BASIN
706-1 6" VERTICAL CURB
706-2 6" LIP DOWN CURB
706-D1 CURB DRAIN
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
404-2 2" IRRIGATION SERVICE
401-8.8.6 8x8x6 TEE
401-8.8.8.6 8x8x6x6 CROSS
402-6 6" WATER MAIN VALVE
100-1
100-1
100-1
100-1
100-1
602-1
602-2
602-2
601-12
601-12
602-3
706-1
706-2
TRANSITION FROM
LIP UP TO LIP DOWN
706-1
706-1
706-1
706-2
706-1
706-2
TRANSITION
FROM LIP UP
TO LIP DOWN
706-2
706-2
706-A1
706-D1
706-S1706-S1
706-S1
1103-1
CHECK BY
SHEETS
DRAWN BY
JOB NO:
OF
SHEET
BWBTT
SHEET NAME:
PROJECT:
LOCATION:
2022-012
DATE: April 18, 2022
DATEREVISIONS
W-E CENTER PARKING LOT UTILITY
PLAN STA. 3+00 TO STA. 6+00
TETON RIVER LOFTS PHASE 1
REXBURG, ID 19
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:24X36
VERTICAL EXAGGERATION:
PROJECT CONTACT:
BARRY BAME
CONNECT ENGINEERING
208-881-0081
PRELIMINARY FOR
REVIEW ONLY 1V = 10 H
15
W-E CENTER PARKING LOT PLAN VIEW
W-E CENTER PARKING LOT PROFILE VIEW
PRE
L
I
M
I
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A
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N
O
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F
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C
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N
S
T
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REV
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W
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T
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TEMPORARY STORM WATER RETENTION POND
706-S1
706-S1
706-S1
DESIGN SURFACE
EXISTING SURFACE
LORENE STREET
706-S1
504-4
401-8.6
401-4
706-T1
706-T1
602-1
602-2
V
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M
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SHEET 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
3.ENSURE 18" MINIMUM VERTICAL
CLEARANCE BETWEEN ALL POTABLE
AND NON-POTABLE LINES ARE MET
NT.
4.SEE WATER NOTE 4 ON SHEET 2
WHERE 18'' VERTICAL SEPARATION
CAN NOT BE MET.
DATUM ELEV
4862.00
4864
4868
4872
4876
6+00
48
7
1
.
7
48
7
3
.
1
0
48
7
1
.
9
48
7
3
.
4
6
7+00
48
7
2
.
1
48
7
2
.
7
3
7+40
Install 20' of 12" ADS N 12 Storm Pipe @ 0.22%
Install 7' of 12" ADS N 12 Storm Pipe @ 0.22%
SDMH-1
Sta:7+01.86 OFF:34.67R
GRATE:4871.80
E INV IN:4868.07
N INV OUT:4867.97
CB-2
Sta:2+72.57 OFF:32.88R
GRATE:4871.26
NE INV IN:4868.21
S INV IN:4868.21
W INV OUT:4868.11
CB-1
Sta:7+26.34 OFF:30.09R
GRATE:4871.26
SW INV OUT:4868.23
4874
4
8
7
3
4872
L2
-1
8
.
1
2
%
-8
.
9
6
%
-4.30%
-2.05%
-2.58%
-2.06%
-3
.
5
7
%
-2
.
0
0
%
-2
.
1
4
%
-3
.
4
7
%
-2
.
0
0
%
-2.67%
-2.81%
-3
.
6
4
%
-14.87%
-4.87%
-0
.
6
5
%
2+
0
0
3+
0
0
4+
0
0
4+
4
5
6+00 7+00 7+40
-3
.
3
1
%
-3
.
6
5
%
4872.91
TBC-PI
4872.91
TBC-PI
4871.72
TBC-PI
4871.72
TBC-PI
4873.79
TBC-PI
4873.79
TBC-PI
4874.41
TSW
4873.02
TSW
4875.23
TBC-HP
4874.78
TBC-PC
4874.59
TBC-PC
4874.50
TBC-PC
4875.10
TBC-PC
4875.07
TBC-PC
4875.14
TBC-PC
4872.83
TBC-PC
4872.93
TBC-PC
4873.61
TBC-PC
4873.18
TBC-PC
4872.38
TSW-MATCH
4873.01
TBC-PI
4872.65
TBC-PI
4871.98
TBC-PI
4872.09
TBC-PC
4872.78
TBC-PC
4872.03
TBC-PC
4872.25
TBC-PC
4872.36
TBC-PC
4872.03
TBC-PC
4873.53
TBC-PC
4873.87
TBC-PC
4873.97
TBC-PC
4873.27
TBC-PC
4871.99
TOP
4871.96
TOP
4869.00
BTM
4869.00
BTM
4874.67
TOA
4874.45
TOA
4874.08
TOA
4872.27
TBC-PI
4873.27
TBC-LP
4874.31
TBC-HP
4873.22
TBC-HP
4875.00
FG
4874.34
FG
4875.00
FG
4875.00
FG
4875.00
FG
4875.50
TOC
4873.37
TBC END
4872.59
401-8 8" WATER MAIN
100-1 RETAIN AND PROTECT
200-1 SAW CUT AND ASPHALT
REMOVAL
402-8 8" WATER MAIN VALVE
403-1 FIRE HYDRANT ASSEMBLY
404-1 1" WATER SERVICE
501-8 8" SEWER MAIN
502-1 SEWER MANHOLE
504-4 4" SEWER SERVICE
401-8.6 6" TO 4'' REDUCER
601-12 12" STORM MAIN
602-1 STORM MAIN MANHOLE
602-2 STORM MAIN CATCH BASIN
602-3 OPEN BTM CATCH BASIN
706-1 6" VERTICAL CURB
706-2 6" LIP DOWN CURB
706-D1 CURB DRAIN
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
404-2 2" IRRIGATION SERVICE
401-8.8.6 8x8x6 TEE
401-8.8.8.6 8x8x6x6 CROSS
402-6 6" WATER MAIN VALVE
CHECK BY
SHEETS
DRAWN BY
JOB NO:
OF
SHEET
BWBTT
SHEET NAME:
PROJECT:
LOCATION:
2022-012
DATE: April 18, 2022
DATEREVISIONS
W-E EAST PARKING LOT GRADING
PLAN STA. 6+00 TO STA. 7+40
TETON RIVER LOFTS PHASE 1
REXBURG, ID 19
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:24X36
VERTICAL EXAGGERATION:
PROJECT CONTACT:
BARRY BAME
CONNECT ENGINEERING
208-881-0081
PRELIMINARY FOR
REVIEW ONLY 1V = 10 H
16
W-E EAST PARKING LOT PLAN VIEW
W-E EAST PARKING LOT PROFILE VIEW
PRE
L
I
M
I
N
A
R
Y
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
REV
I
E
W
S
E
T
O
N
L
Y
DESIGN SURFACE
EXISTING SURFACE
LORENE STREET
C
A
R
L
O
W
D
R
I
V
E
V
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C
I
N
I
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Y
M
A
P
SHEET 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
3.ENSURE 18" MINIMUM VERTICAL
CLEARANCE BETWEEN ALL POTABLE
AND NON-POTABLE LINES ARE MET
NT.
4.SEE WATER NOTE 4 ON SHEET 2
WHERE 18'' VERTICAL SEPARATION
CAN NOT BE MET.
DATUM ELEV
4862.00
4864
4868
4872
4876
6+00
48
7
1
.
7
48
7
3
.
1
0
48
7
1
.
9
48
7
3
.
4
6
7+00
48
7
2
.
1
48
7
2
.
7
3
7+40
Install 20' of 12" ADS N 12 Storm Pipe @ 0.22%
Install 7' of 12" ADS N 12 Storm Pipe @ 0.22%
SDMH-1
Sta:7+01.86 OFF:34.67R
GRATE:4871.80
E INV IN:4868.07
N INV OUT:4867.97
CB-2
Sta:2+72.57 OFF:32.88R
GRATE:4871.26
NE INV IN:4868.21
S INV IN:4868.21
W INV OUT:4868.11
CB-1
Sta:7+26.34 OFF:30.09R
GRATE:4871.26
SW INV OUT:4868.23
4874
4
8
7
3
4872
L2
CB-2
CB-9
CB-1
SDMH-1
SDMH-7
CB-11SDMH-13
EXIST SSMH-2
Install 20' of 12" ADS N 12 Storm Pipe @ 0.22%
Install 49' of 12" ADS N 12 Storm Pipe @ 0.22%
2+
0
0
3+
0
0
4+
0
0
4+
4
5
6+00 7+00 7+40
Install 7' of 12" ADS N 12 Storm Pipe @ 0.22%
401-8 8" WATER MAIN
100-1 RETAIN AND PROTECT
200-1 SAW CUT AND ASPHALT
REMOVAL
402-8 8" WATER MAIN VALVE
403-1 FIRE HYDRANT ASSEMBLY
404-1 1" WATER SERVICE
501-8 8" SEWER MAIN
502-1 SEWER MANHOLE
504-4 4" SEWER SERVICE
401-8.6 6" TO 4'' REDUCER
601-12 12" STORM MAIN
602-1 STORM MAIN MANHOLE
602-2 STORM MAIN CATCH BASIN
602-3 OPEN BTM CATCH BASIN
706-1 6" VERTICAL CURB
706-2 6" LIP DOWN CURB
706-D1 CURB DRAIN
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
404-2 2" IRRIGATION SERVICE
401-8.8.6 8x8x6 TEE
401-8.8.8.6 8x8x6x6 CROSS
402-6 6" WATER MAIN VALVE
100-1
401-8
501-8
100-1
602-1
602-2
601-12
706-1
706-1
706-2
706-1
706-2
706-S1
CHECK BY
SHEETS
DRAWN BY
JOB NO:
OF
SHEET
BWBTT
SHEET NAME:
PROJECT:
LOCATION:
2022-012
DATE: April 18, 2022
DATEREVISIONS
W-E EAST PARKING LOT UTILITY PLAN
STA. 6+00 TO STA. 7+40
TETON RIVER LOFTS PHASE 1
REXBURG, ID 19
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:24X36
VERTICAL EXAGGERATION:
PROJECT CONTACT:
BARRY BAME
CONNECT ENGINEERING
208-881-0081
PRELIMINARY FOR
REVIEW ONLY 1V = 10 H
17
W-E EAST PARKING LOT PLAN VIEW
W-E EAST PARKING LOT PROFILE VIEW
PRE
L
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Y
N
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F
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C
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N
S
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REV
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W
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L
Y
706-S1
DESIGN SURFACE
EXISTING SURFACE
602-1602-3 602-2
CONNECT TO
EXISTING WATER AND
SEWER STUB
STUB AND CAP WATER AND
SEWER MAIN FOR FUTURE USE.
LORENE STREET
C
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L
O
W
D
R
I
V
E
404-2
504-4
401-8.8.6.6
401-8.6 401-6
401-4
504-4
401-8.6
401-4
402-8
401-8.8.6 402-6
403-1
401-6
404-2
SEE SHEET NOTE 4
V
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C
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N
I
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Y
M
A
P
SHEET 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
3.ENSURE 18" MINIMUM VERTICAL
CLEARANCE BETWEEN ALL POTABLE
AND NON-POTABLE LINES ARE MET
NT.
4.SEE WATER NOTE 4 ON SHEET 2
WHERE 18'' VERTICAL SEPARATION
CAN NOT BE MET.
SEE SHEET NOTE 4
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
LEGEND
Concrete Washout
SEDIMENTATION AREA
CONCRETE WASHOUT
CATCH BASIN PROTECTION
APPROVED BY ________________________DATE:____________
City of REXBURG
STAGING AREA
MATERIAL STOCKPILE
SEDIMENTATION AREA
CONCRETE WASHOUT
CONSTRUCTION
ENTRANCE
EROSION EEL
***THIS IS NOT A FULL
SWPPP. A FULL SWPPP
MUST BE SUBMITTED BY
THE CONTRACTOR PRIOR
TO CONSTRUCTION
CATCH BASING PROTECTION
PRE
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REV
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AREA TO BE DISTURBED
BEST MANAGEMENT PRACTICES NOTES
1. This plan should be revised and updated to address changes in site conditions, new or revised government regulations,
and additional on-site
storm water pollution. Additional erosion control measures may be required.
2. All revisions to this plan must be documented on the SWPPP Revision Documentation Form.
3. Current versions of the SWPPP, the NOI, and the NOC will be kept on site for the duration of the project. These items will
be available for the
use of all operators and site personal involved with erosion and sediment controls, and be available to EPA visiting the site.
A notice will be
posted near the construction entrance during construction, containing the SWPPP, the NOI and the NOC.
4. Fugitive dust blowing from the site shall be controlled by spraying water and dust control polymers as needed on dry areas
of the site.
5. The contractor will be responsible for supervision and inspection of all erosion and sedimentation controls and for ensuring
the SWPPP is
implemented.
6. Prior to beginning earth-moving activities, including clearing and grubbing, all clearing limits, easements, setbacks, sensitive
areas and their buffers
will be clearly marked to prevent environmental damage both on and off the site.
7. If sediment is accidentally transported on to the street it will be removed from the street surface on a daily basis.
8. All off-site construction shall be stabilized at the end of the working day.
9. All waste material will be collected and stored in a securely lidded dumpster. The dumpster will meet all local and state
solid water management
regulations.
10. Portable sanitary units will be provided for use by all workers for the entire project. Sanitary waste will be collected
regularly for the portable units
by an approved sanitary waste management contractor.
11. All exposed soils will be stabilized with vegetation or covered no more than 14 days after the construction activity in that
portion of the site has
temporarily or permanently ceased.
12. Existing and new vegetation will be maintained to the maximum extent practicable to prevent the contamination of storm
water with sediment.
13. The contractor shall be responsible for adjusting the erosion control measure; due to grade changes during the
development of the project.
14. Maintain on the site or have readily available sufficient oil and grease absorbing materials to contain and clean up fuel or
chemical spills and leaks.
15. Adequate energy dissipation, erosion control, and soil stabilization measures will be provided for all point source discharges
of storm water,
including run-on discharges and outlets for onsite discharges.
16. Temporary and permanent swells and small detention ponds will be used as necessary to reduce the velocity of runoff and
enhance particle settling.
17. Consistent with the general permit requirements, all potential pollutants other than sediment will be handled and disposed
of in a manner that does
not affect contamination of stormwater.
18. Materials used during construction with the potential to impact storm water, will be stored, managed, used, and disposed of
in a manner that
minimizes the potential for releases to the environment and especially in the storm water.
19. If a spill of pollutants threatens storm water at the site, the spill response procedures must be implemented in a timley
manner to prevent the
release of pollutants.
20. All temporary and permanent erosion and sediment control BMPs will be maintained and repaired as needed to assure
continued performance
of their intended use.
21. All temporary erosion control and sediment control BMPs will be removed within 30 days after final site stabilization is
achieved or after the
temporary BMPs are no longer needed.
22. Regardless of recommended maintenance schedule, all control measures and inspections shall be performed within 24
hours following any
storm of 0.5 inches or greater. An inspection report shall be kept at all times and should be retained for at least three (3)
years from the date
the site is stabilized.
23. All contractors providing services on the project which may cause storm water pollution will be given a copy of the SWPPP
and appropriate
training regarding stormwater pollution prevention.
CHECK BY
SHEETS
DRAWN BY
JOB NO:
OF
SHEET
BWBTT
SHEET NAME:
PROJECT:
LOCATION:
2022-012
DATE: April 18, 2022
DATEREVISIONS
BEST MANAGEMENT PRACTICES
TETON RIVER LOFTS PHASE 1
REXBURG, ID 19
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:24X36
VERTICAL EXAGGERATION:
PROJECT CONTACT:
BARRY BAME
CONNECT ENGINEERING
208-881-0081
PRELIMINARY FOR
REVIEW ONLY 1V = 10 H
18THIS 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.
POTENTIAL POLLUTANTS
CHEMICAL MSDS #LOCATION
TO BE FILLED OUT BY CONTRACTOR TO BE FILLED OUT BY CONTRACTOR
OFFSITE OPERATONS
START DATE END DATE
TO BE FILLED OUT BY CONTRACTOR
SEQUENCE OF MAJOR ACTIVITIES
ACTIVITY START DATE END DATE
POTENTIAL POLLUTANTS
CHEMICAL MSDS #LOCATION
TO BE FILLED OUT BY CONTRACTOR TO BE FILLED OUT BY CONTRACTOR
OFFSITE OPERATONS
START DATE END DATE
TO BE FILLED OUT BY CONTRACTOR
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
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U
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F
O
R
PROJ
E
C
T
S
I
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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
CHECK BY
SHEETS
DRAWN BY
JOB NO:
OF
SHEET
BWBTT
SHEET NAME:
PROJECT:
LOCATION:
2022-012
DATE: April 18, 2022
DATEREVISIONS
BEST MANAGEMENT PRACTICES DETAILS
TETON RIVER LOFTS PHASE 1
REXBURG, ID 19
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:24X36
VERTICAL EXAGGERATION:
PROJECT CONTACT:
BARRY BAME
CONNECT ENGINEERING
208-881-0081
PRELIMINARY FOR
REVIEW ONLY 1V = 10 H
19THIS IS NOT A FULL
SWPPP. OWNER OR
CONTRACTOR IS
RESPONSIBLE FOR A
COMPLETE SWPPP
PRE
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Date:
Connect Engineering
APPROVAL SIGNATURES:
of
DEVELOPMENT DRAWINGS FOR:
STATE MAP
SHEET NO.
PLOT DATE: 4/14/2022 6:45 PM
Date:
The Civil Connection
2295 N Yellowstone Hwy. Unit 6
Idaho Falls, ID 83401
208.881.0081 Date:Department of Environmental Quality
1 9
LORENE STREET
REXBURG, ID
CITY OF REXBURG
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SITE MAP
VICINITY MAP
REXBURG, ID
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LORENE STREET
IMPROVEMENT DRAWINGS FOR:
LORENE STREET
Sheet List Table
Sheet Number Sheet Title
1 COVER
2 NOTES
3 REFERENCE SHEET
4 SITE OVERVIEW
5 LORENE STREET STA 1+00 TO 4+00
6 LORENE STREET STA 4+00 TO 8+37
7 CITY OF REXBURG STORM TECH DETAILS
8 BEST MANAGEMENT PRACTICES
9 BEST MANAGEMENT PRACTICES DETAILS
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2022-012
DATE:DATE: April 14, 2022
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DEPARTMENT OF ENVIRONMENTAL QUALITY
900 N SKYLINE, SUITE B
IDAHO FALLS, IDAHO 83402
(208) 528-2650
CONTACTS
INTERMOUNTIAN GAS COMPANY
1527 HOLLIPARK DR
IDAHO FALLS IDAHO, IDAHO 83401
(208) 542-6632
ROCKY MOUNTAIN POWER
170 W 2ND N
REXBURG, ID 83440
(888) 221-7070
CITY OF REXBURG
35 N 1ST E,
REXBURG, ID 83440
(208) 359-3020
APPROVED BY ________________________DATE:____________
City of REXBURG
CABLE ONE
1525 SHERRY DR.
IDAHO FALLS, ID 83403
(208) 523-4567
GENERAL NOTES
1. All materials, workmanship, and construction of site improvements shall meet or exceed the work standards
and specifications set forth by the CITY OF REXBURG standard specifications and drawings, and
and requirements of the Idaho Standards for Public Works Construction, (ISPWC) current edition.
2. All material furnished on or for the project must meet the minimum requirements of the approving agencies
or as set forth herein, whichever is more restrictive.
3. The Contractor is cautioned that the location and/or elevation of existing utilities, as shown on these
plans, is based on records of the various utility companies and where possible, measurements taken in the
field. The Contractor must call the local utility location center at least 48 hours before any excavation
to request exact field locations of the utilities.
4. A Pre-Construction Conference shall be held a minimum of three (3) working days prior to start of work.
All Contractors, Subcontractors and/or Utility Contractors shall be present.
5. All lot dimensions and easements are to be taken from the Final Plat of the recorded subdivision plat.
6. The Contractor shall maintain all existing drainage and sanitary sewer facilities within the construction area
until the drainage improvements are in place and functioning.
7. All Contractors working within the project boundaries are responsible for compliance with all applicable
safety laws of any jurisdictional body including but not limited to, barricades, safety devices, control of
traffic, excavation, trenching, shoring, and security within and around the construction area.
8. Contractors must furnish proof that all materials installed on this project meet the requirements of Note
# 2 above at the request of the agency and/or Engineer.
9. CONNECT ENGINEERING must give approval prior to (a) backfilling trenches for pipe; (b) placing
of aggregate base; (c) placing of concrete; (d) placing of asphalt pavement. Work done without such
approval shall not relieve the Contractor from the responsibility of performing the work in an acceptable
manner. Contract work will not be accepted by the CITY OF REXBURG without the approval
of the Project Engineer.
10. Developmental drawings must be submitted to the CITY OF REXBURG Public Works Dept. prior to final
approval.
11. Only plan sets marked "Approved for Construction" shall be used by the project contractor(s). Use of any
plans on the job without the "Approved of Construction" stamp shall be grounds for the issuance of a stop
work order. Contractor must also maintain a set of plans stamped with approval by the Department of
Environmental Quality on site.
12. Contractor is responsible for property corner protection. The cost of $30 per corner will be held as retainage until all
interior corners are verified to be in place.
13. Each Contractor shall be responsible for acquiring any necessary NPDES permits, filing any NOI's or
NOT's, and preparing a Storm Water Pollution Prevention Plan (SWPPP) in accordance with the
Environmental Protection Agency. Contact the EPA at 208.378.5776 for the required information. Said
permit shall be presented to the Engineer at least forty-eight (48) hours prior to the beginning of construction.
14. The Contractor shall be responsible for keeping roadways free and clear of all construction debris and dirt
tracked in from the site.
15. All measures possible shall be taken to ensure erosion control with Best Management Practices.
16. Quantities shown are estimates by the Engineer. The Contractor must verify all quantities. If there is a
large discrepancy contact the Engineer.
17. All work must meet standards set forth by the American Disabilities Act (ADA) inside public rights of way.
18. Trench backfill Type 2A compaction "Water Settling" will not be an acceptable method of trench backfill
compaction.
19. All water valves, blow-offs and manholes will be placed so as not to conflict with any concrete curb, gutter,
valley gutter, and sidewalk improvements.
20. CONNECT ENGINEERING and/or Inspector shall make periodic visits to the project location to ensure that
the site improvements meet or exceed standards and design as per the approved construction drawings.
21. To receive final acceptance, Contractor must submit copy of field plans complete with construction notes
and As-Built information, corrections, changes, etc.
22. Contractor must have ISPWC manual (current edition) on-site during all phases of construction. Failure to
do so may result in non-acceptance of the site by DEQ, Engineer, City etc.
23. A copy of the Quality Control Signature sheet (with all applicable signatures) shall be delivered to CONNECT
ENGINEERING prior to the walk-thru.
24. A Right-of-Way Construction Permit from the CITY OF REXBURG Public Works is required for any
construction in the road right-of-way not shown on these improvement drawings.
25. Contractors shall provide a one (1) year warranty on all roads from the date of formal acceptance by the CITY
OF REXBURG.
26. Lot corners and centerline intersection monuments have been staked as shown on the recorded plat of this
subdivision. Should any of these monuments be lost or disturbed during construction Idaho Code 55-1613
requires said monuments will be reestablished by a professional land surveyor at the expense of the agency or
person causing the loss or disturbance.
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 . Cap lines 5' from building
for connection. 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 .
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 2% unless otherwise specified.
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.
2.50'
5.50'
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APPROVED BY ________________________DATE:____________
City of REXBURG
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 @ 6' MINIMUM COVER
401-6 INSTALL 6" WATER PIPE PVC C-900 @ 6' 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 ISPWC
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
601-12 INSTALL 12" ADS N 12 STORM PIPE @ 0.22% MIN SLOPE
602-2 INSTALL CATCH BASIN TYPE I PER ISPWC SD-601
706-1 INSTALL 6" CURB AND GUTTER PER ISPWC SD-701
706-R1 INSTALL ADA PEDESTRIAN RAMP W/DETECTABLE WARNING DOMES
PER ISPWC SD-712
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-V1 INSTALL VALLEY GUTTER PER ISPWC - 708
706-D1 INSTALL CURB DRAIN PER ISPWC SD-715
RETAIN AND PROTECT
EARTHWORK
WATER
401-10 INSTALL 10" WATER PIPE PVC C-900 @ 6' MINIMUM COVER
401-12 INSTALL 12" WATER PIPE PVC C-900 @ 6' 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 ISPWC
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 INTERSECTION
GB
STA STATION
R RIGHT
L LEFT
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 ISPWC
706-A1 INSTALL CONCRETE COMMERCIAL APPROACH PER ISPWC SD-710
706-S1 INSTALL 4" CONCRETE SIDEWALK PER ISPWC SD-709
DETAILS
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.
0901.4.1.A.1-01 INSTALL 1" PRESSURIZED IRRIGATION
PRESSURE IRRIGATION
0901.4.1.A.1-1.5 INSTALL 1.5" PRESSURIZED IRRIGATION
0901.4.1.A.1-02 INSTALL 2" PRESSURIZED IRRIGATION
0901.4.1.B.1-90 INSTALL 90° PRESSURIZED IRRIGATION BEND
0902.4.1.A.1-01 INSTALL PRESSURIZED IRRIGATION VALVE
TOA TOP OF ASPHAULT
CL CENTERLINE
BTM BOTTOM
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. MAJOR CONTOUR
EXIST. MINOR CONTOUR
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
PPROPOSED WATER SERVICE
EXIST. GAS
COMMUNICATION
GAS
COMMUNICATION
22.00'
2.50'
30.00'
LORENE ROAD PUBLIC IMPROVEMENTS
SCALE: 1"=5'
ROW
CENTERLINE
2%
3" OF PLANT MIX
ASPHALT PAVEMENT
4" OF 3/4" AGGREGATE
BASE
20" OF STANDARD PIT RUN
MATERIAL
6" HIGH BACK CURB
LANDSCAPE STRIP
WITH TREES AND
SHRUBS PER CITY
OF REXBURG
STANDARDS
GEOTEXTILE FABRIC
SEAL COAT
PROPOSED CONCRETE SIDEWALK
PROPOSED ASPHALT
PROPOSED LANDSCAPING
EXISTING BUILDINGS
EXISTING ASPHALT TO BE PROTECTED
EXISTING LANDSCAPING
7.00'
30.00'
22.00'
60.00'
SAW CUT LINE
3.00'
LANDSCAPE STRIP WIDENED TO
ACCOMMODATE STORM TECH CHAMBER
R.O.W.
5.50'
R.O.W.
1+00 2+00 3+00 4+00 5+00 6+00 7+00
8+
0
0
8+
3
7
L1
L2
C1
STA:1+13.37
OFF:59.40'L
STA:1+34.14
OFF:59.55'L
STA:5+41.07
OFF:59.16'L
STA:5+54.41
OFF:60.52'L
Lorene St
Number
L1
C1
L2
Begin Station
1+00.00
7+16.74
7+94.94
End Station
7+16.74
7+94.94
8+36.68
Radius
48.98
Length
616.74
78.20
41.74
Line/Chord Direction
N89° 31' 34.07"E
N43° 47' 26.96"E
N1° 56' 40.16"W
Begin Point
N: 791812.64, E: 759370.84
N: 791817.74, E: 759987.56
N: 791868.39, E: 760036.11
End Point
N: 791817.74, E: 759987.56
N: 791868.39, E: 760036.11
N: 791910.10, E: 760034.69
Control Point Table
Point #
508
510
Elevation
4871.17
4872.92
Northing
791782.62
791787.81
Easting
759375.50
760020.46
Description
106-SET 1/2" IRLS12222
107-SET 1/2"IR LS12222
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJTT
SH
E
E
T
N
A
M
E
:
PR
O
J
E
C
T
:
LO
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A
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I
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N
:
2022-012
DATE:DATE: April 14, 2022
DA
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V
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I
O
N
S
CL
I
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:
Th
e
C
i
v
i
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C
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n
e
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i
o
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22
9
5
N
Y
e
l
l
o
w
s
t
o
n
e
H
w
y
U
n
i
t
6
Id
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
1
20
8
.
8
8
1
.
0
0
8
8
PRELIMINARY FOR
REVIEW ONLY
4
9
LO
R
E
N
E
S
T
R
E
E
T
SI
T
E
O
V
E
R
V
I
E
W
RE
X
B
U
R
G
,
I
D
APPROVED BY ________________________DATE:____________
City of REXBURG
LORENE STREET
CITY STORM TECH (SEE SHEET 7 FOR DETAILS)
VOLUME
CALC.19,872 0.9 1.5
AREA (sq.ft.)PRECIPITATION FACTOR INTENSITY (in)
2,236 CU FT
REQ VOLUME
STORM
TECH
VOLUME
VOLUME (cu ft)
2,247
INFILTRATION MATERIAL
PIT RUN BASE
INFILTRATION AREA
992 sq ft
74.9 CU FT
VOLUME PER INFILTRATOR
NO. OF INFILTRATORS
30
CITY OF REXBURG STORM TECH SYSTEM SEE SHEET 7
CONTROL POINT
#508
CONTROL
POINT #510
C
A
R
L
O
W
D
R
I
V
E
5.00'
CAP END OF WATER
AND SEWER STUB
FOR FUTURE USE
CAP END OF WATER
AND SEWER STUB
FOR FUTURE USE
7.00'
3.00'22.00'
2.50'
44.00'
DATUM ELEV
4860.00
4864
4868
4872
4876
1+00
48
7
0
.
7
48
7
0
.
6
6
48
7
0
.
7
48
7
1
.
2
7
2+00
48
7
1
.
2
48
7
1
.
6
8
48
7
1
.
3
48
7
1
.
9
8
3+00
48
7
1
.
2
48
7
2
.
1
3
48
7
1
.
4
48
7
1
.
9
3
4+00
48
7
1
.
4
48
7
1
.
7
3
-0.40%
1.23%
0.60%
PV
I
S
t
a
.
=
1
+
0
0
.
0
0
El
e
v
.
=
4
8
7
0
.
6
5
8
PV
I
S
t
a
.
=
2
+
8
4
.
4
6
El
e
v
.
=
4
8
7
2
.
1
9
0
-0.40%
1.23%
0.60%
PV
I
S
t
a
.
=
1
+
0
0
.
0
0
El
e
v
.
=
4
8
7
0
.
6
5
8
PV
I
S
t
a
.
=
1
+
6
7
.
7
3
El
e
v
.
=
4
8
7
1
.
4
9
0
PV
I
S
t
a
.
=
2
+
8
4
.
4
6
El
e
v
.
=
4
8
7
2
.
1
9
0
EXISTING SEWER MAIN
EXISTING WATER MAINEXISTING WATER MAIN
EXISTING SEWER MAIN
EXISTING SEWER MAIN
EXISTING SSMH-2
Sta:2+76.94 OFF:-14.96L
GRATE:4871.85
E INV IN:4862.66
W INV OUT:4862.56
EXISTING SSMH-1
Sta:1+35.41 OFF:-16.09L
GRATE:4870.77
E INV IN:4861.99
N INV IN:4861.99
W INV OUT:4861.86
EXIST SDMH-1
EXIST CB-1
1+00 2+00 3+00 4+00 L1
EXISTING SSMH-1
EXISTING SSMH-2
STA:1+13.37
OFF:59.40'L
STA:1+34.14
OFF:59.55'L
4870.52
BSW-MATCH
4870.70
BSW
4870.64
TBC
4870.59
TBC-MATCH
4870.44
TOA-MATCH
4870.58
TOA-MATCH
4870.87
BSW
4870.29
TBC EXIST MATCH
401-8 8" WATER MAIN
100-1 RETAIN AND PROTECT
200-1 SAW CUT AND ASPHALT
REMOVAL
501-8 8" SEWER MAIN
502-1 SEWER MANHOLE
SEE SHEET 3 FOR MORE
INFORMATION
SEE SHEET 3 FOR MORE
INFORMATION
706-1 6" HIGH BACK CURB
AND GUTTER
706-S1 4'' SIDEWALK
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJTT
SH
E
E
T
N
A
M
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:
PR
O
J
E
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T
:
LO
C
A
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I
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N
:
2022-012
DATE:DATE: April 14, 2022
DA
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RE
V
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I
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N
S
CL
I
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:
Th
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C
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C
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22
9
5
N
Y
e
l
l
o
w
s
t
o
n
e
H
w
y
U
n
i
t
6
Id
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
1
20
8
.
8
8
1
.
0
0
8
8
PRELIMINARY FOR
REVIEW ONLY
5
9
LO
R
E
N
E
,
S
T
R
E
E
T
LO
R
E
N
E
S
T
R
E
E
T
S
T
A
1
+
0
0
T
O
4
+
0
0
RE
X
B
U
R
G
,
I
D
APPROVED BY ________________________DATE:____________
City of REXBURG
LORENE STREET PROFILE VIEW
LORENE STREET PLAN VIEW
NOTE:
1.CONTRACTOR TO FIELD VERIFY EXISTING
UTILITIES LOCATION AND COORDINATE
WITH EACH UTILITY LOCATION PRIOR TO
CONNECTION PROPOSED UTILITIES.
2.ENSURE 10' MINIMUM CLEARANCE
BETWEEN ALL POTABLE AND
NON-POTABLE LINES ARE MET PER IDEQ
AND CITY OF REXBURG STANDARDS.
3.ENSURE 18'' MINIMUM VERTICAL
CLEARANCE BETWEEN ALL POTABLE AND
NON-POTABLE LINES ARE MET PER IDEQ
AND CITY OF REXBURG STANDARDS
4.SLEEVE POTABLE WATER LINE 10' EITHER
SIDE OF CROSSING WITH NON-POTABLE
WATER LINE WHERE 18" VERTICAL
CLEARANCE IS NOT MET.
CITY OF REXBURG
STORM TECH SEE SHEET 7
100-1
100-1 100-1
100-1
100-1100-1
100-1
100-1100-1
100-1
100-1
HOT TAP TO EXISTING WATER MAIN.
CONTRACTOR TO FIELD VERIFY
LOCATION AND ELEVATION
501-8
706-1
706-S1
DESIGN PROFILE @CL
EXISTING SURFACE
200-1
200-1
CAP END OF WATER
AND SEWER STUB
FOR FUTURE USE
401-8
DATUM ELEV
4860.00
4864
4868
4872
4876
4+00
48
7
1
.
4
48
7
1
.
7
3
48
7
1
.
5
48
7
1
.
8
7
5+00
48
7
1
.
6
48
7
2
.
1
0
48
7
2
.
5
48
7
2
.
3
2
6+00
48
7
2
.
3
48
7
2
.
5
5
48
7
2
.
8
48
7
2
.
8
0
7+00
48
7
2
.
9
48
7
3
.
1
0
48
7
0
.
6
48
7
3
.
4
0
8+00
48
7
3
.
5
48
7
3
.
3
2
8+37
0.60%
-0.47%
0.45%PV
I
S
t
a
.
=
4
+
0
9
.
8
5
El
e
v
.
=
4
8
7
1
.
6
8
9
PV
I
S
t
a
.
=
6
+
3
2
.
3
7
El
e
v
.
=
4
8
7
2
.
6
9
3
PV
I
S
t
a
.
=
7
+
6
4
.
8
3
El
e
v
.
=
4
8
7
3
.
4
8
7
PV
I
S
t
a
.
=
8
+
3
4
.
6
0
El
e
v
.
=
4
8
7
3
.
1
6
0
0.60%
-0.47%
0.45%PV
I
S
t
a
.
=
4
+
0
9
.
8
5
El
e
v
.
=
4
8
7
1
.
6
8
9
PV
I
S
t
a
.
=
6
+
3
2
.
3
7
El
e
v
.
=
4
8
7
2
.
6
9
3
PV
I
S
t
a
.
=
7
+
6
4
.
8
3
El
e
v
.
=
4
8
7
3
.
4
8
7
PV
I
S
t
a
.
=
8
+
3
4
.
6
0
El
e
v
.
=
4
8
7
3
.
1
6
0
EXISTING SEWER MAIN
EXISTING WATER MAIN
EXISTING WATER MAIN
EXISTING SEWER MAIN
EXISTING WATER MAIN
DOGHOUSE SSMH-1
Sta:5+54.02 OFF:-12.74L
GRATE:4872.08
E INV IN:4863.76
N INV IN:4863.86
W INV OUT:4863.76
EXISTING SSMH-3
Sta:5+89.46 OFF:-12.46L
GRATE:4872.25
S INV IN:4864.01
E INV IN:4864.01
W INV OUT:4863.91
EXISTING SSMH-4
Sta:7+54.09 OFF:3.46R
GRATE:4873.35
S INV IN:4864.76
W INV OUT:4864.66
EXIST CB-1
Sta:4+09.85 OFF:-24.00L
GRATE:4871.26
S INV IN:4868.16
N INV OUT:4868.06
EXIST SDMH-1
GRATE:4871.98
S INV IN:4868.05
E INV OUT:4867.95
W INV OUT:4867.95
EXIST SDMH-1
EXIST CB-1
4+00 5+00 6+00 7+00
8+
0
0
8+
3
7
L1
L2
C1
4873.15
TBC
4873.39
BSW
4873.09
TOA-MATCH
4873.18
TBC-PC
4873.32
TBC-PC
4872.73
TOA
4871.67
TBC-LP
DOGHOUSE SSMH-1 EXISTING SSMH-3
EXISTING SSMH-4
STA:5+41.07
OFF:59.16'L
STA:5+54.41
OFF:60.52'L
401-8 8" WATER MAIN
100-1 RETAIN AND PROTECT
200-1 SAW CUT AND ASPHALT
REMOVAL
501-8 8" SEWER MAIN
502-1 SEWER MANHOLE
SEE SHEET 3 FOR MORE
INFORMATION
SEE SHEET 3 FOR MORE
INFORMATION
706-1 6" HIGH BACK CURB
AND GUTTER
706-S1 4'' SIDEWALK
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJTT
SH
E
E
T
N
A
M
E
:
PR
O
J
E
C
T
:
LO
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I
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:
2022-012
DATE:DATE: April 14, 2022
DA
T
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RE
V
I
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I
O
N
S
CL
I
E
N
T
:
Th
e
C
i
v
i
l
C
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n
n
e
c
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i
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22
9
5
N
Y
e
l
l
o
w
s
t
o
n
e
H
w
y
U
n
i
t
6
Id
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
1
20
8
.
8
8
1
.
0
0
8
8
PRELIMINARY FOR
REVIEW ONLY
6
9
LO
R
E
N
E
S
T
R
E
E
T
LO
R
E
N
E
S
T
R
E
E
T
S
T
A
4
+
0
0
T
O
8
+
3
7
RE
X
B
U
R
G
,
I
D
APPROVED BY ________________________DATE:____________
City of REXBURG
LOREN STREET PROFILE VIEW
LORENE STREET PLAN VIEW
NOTE:
1.CONTRACTOR TO FIELD VERIFY EXISTING
UTILITIES LOCATION AND COORDINATE
WITH EACH UTILITY LOCATION PRIOR TO
CONNECTION PROPOSED UTILITIES.
2.ENSURE 10' MINIMUM CLEARANCE
BETWEEN ALL POTABLE AND
NON-POTABLE LINES ARE MET PER IDEQ
AND CITY OF REXBURG STANDARDS.
3.ENSURE 18'' MINIMUM VERTICAL
CLEARANCE BETWEEN ALL POTABLE AND
NON-POTABLE LINES ARE MET PER IDEQ
AND CITY OF REXBURG STANDARDS
4.SLEEVE POTABLE WATER LINE 10' EITHER
SIDE OF CROSSING WITH NON-POTABLE
WATER LINE WHERE 18" VERTICAL
CLEARANCE IS NOT MET.
DESIGN PROFILE @CL
EXISTING SURFACE
706-1
706-S1
100-1
100-1100-1 100-1
100-1 100-1100-1
100-1
200-1
CAP END OF WATER
AND SEWER STUB
FOR FUTURE USE
CITY OF REXBURG
STORM TECH SEE SHEET 7
502-1
HOT TAP TO EXISTING WATER MAIN.
CONTRACTOR TO FIELD VERIFY
LOCATION AND ELEVATION
501-8
401-8
SEE DETAIL
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJTT
SH
E
E
T
N
A
M
E
:
PR
O
J
E
C
T
:
LO
C
A
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I
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:
2022-012
DATE:DATE: April 14, 2022
DA
T
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RE
V
I
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I
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N
S
CL
I
E
N
T
:
Th
e
C
i
v
i
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C
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n
e
c
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i
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n
22
9
5
N
Y
e
l
l
o
w
s
t
o
n
e
H
w
y
U
n
i
t
6
Id
a
h
o
F
a
l
l
s
,
I
D
8
3
4
0
1
20
8
.
8
8
1
.
0
0
8
8
PRELIMINARY FOR
REVIEW ONLY
7
9
LO
R
E
N
E
S
T
R
E
E
T
CI
T
Y
O
F
R
E
X
B
U
R
G
S
T
O
R
M
T
E
C
H
D
E
T
A
I
L
S
RE
X
B
U
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G
,
I
D
APPROVED BY ________________________DATE:____________
City of REXBURG
PLAN SECTION VIEW DRAIN
NTS
CROSS SECTION INFILTRATOR DRAIN
NTS
GRATE & SECTION
NTS
EXIST SDMH-1
EXIST CB-1
EXISTING SSMH-1 EXISTING SSMH-2 DOGHOUSE SSMH-1EXISTING SSMH-3 EXISTING SSMH-4
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJTT
SH
E
E
T
N
A
M
E
:
PR
O
J
E
C
T
:
LO
C
A
T
I
O
N
:
2022-012
DATE:DATE: April 14, 2022
DA
T
E
RE
V
I
S
I
O
N
S
CL
I
E
N
T
:
Th
e
C
i
v
i
l
C
o
n
n
e
c
t
i
o
n
22
9
5
N
Y
e
l
l
o
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POTENTIAL POLLUTANTS
CHEMICAL MSDS #LOCATION
TO BE FILLED OUT BY CONTRACTOR TO BE FILLED OUT BY CONTRACTOR
OFFSITE OPERATONS
START DATE END DATE
TO BE FILLED OUT BY CONTRACTOR
AREA TO BE DISTURBED
STABILIZE CONSTRUCTION ENTRANCE/EXIT
COMBINATION STAGING AREA & VEHICLE
EQUIPMENT CLEANING, FUELING AND MAIN.
MATERIALS STORAGE AREA &
STOCKPILE MANAGEMENT
SILT FENCE OR EROSION EEL
STORM WATER DRAINAGE
SEQUENCE OF MAJOR ACTIVITIES
ACTIVITY START DATE END DATE
POTENTIAL POLLUTANTS
CHEMICAL MSDS #LOCATION
TO BE FILLED OUT BY CONTRACTOR TO BE FILLED OUT BY CONTRACTOR
OFFSITE OPERATONS
START DATE END DATE
TO BE FILLED OUT BY CONTRACTOR
BEST MANAGEMENT PRACTICES NOTES
1. This plan should be revised and updated to address changes in site conditions,
new or revised government regulations, and additional on-site
storm water pollution. Additional erosion control measures may be required.
2. All revisions to this plan must be documented on the SWPPP Revision
Documentation Form.
3. Current versions of the SWPPP, the NOI, and the NOC will be kept on site for
the duration of the project. These items will be available for the
use of all operators and site personal involved with erosion and sediment
controls, and be available to EPA visiting the site. A notice will be
posted near the construction entrance during construction, containing the
SWPPP, the NOI and the NOC.
4. Fugitive dust blowing from the site shall be controlled by spraying water and
dust control polymers as needed on dry areas of the site.
5. The contractor will be responsible for supervision and inspection of all erosion
and sedimentation controls and for ensuring the SWPPP is
implemented.
6. Prior to beginning earth-moving activities, including clearing and grubbing, all
clearing limits, easements, setbacks, sensitive areas and their buffers
will be clearly marked to prevent environmental damage both on and off the
site.
7. If sediment is accidentally transported on to the street it will be removed from
the street surface on a daily basis.
8. All off-site construction shall be stabilized at the end of the working day.
9. All waste material will be collected and stored in a securely lidded dumpster.
The dumpster will meet all local and state solid water management
regulations.
10. Portable sanitary units will be provided for use by all workers for the entire
project. Sanitary waste will be collected regularly for the portable units
by an approved sanitary waste management contractor.
11. All exposed soils will be stabilized with vegetation or covered no more than 14
days after the construction activity in that portion of the site has
temporarily or permanently ceased.
12. Existing and new vegetation will be maintained to the maximum extent
practicable to prevent the contamination of storm water with sediment.
13. The contractor shall be responsible for adjusting the erosion control measure;
due to grade changes during the development of the project.
14. Maintain on the site or have readily available sufficient oil and grease absorbing
materials to contain and clean up fuel or chemical spills and leaks.
15. Adequate energy dissipation, erosion control, and soil stabilization measures
will be provided for all point source discharges of storm water,
including run-on discharges and outlets for onsite discharges.
16. Temporary and permanent swells and small detention ponds will be used as
necessary to reduce the velocity of runoff and enhance particle settling.
17. Consistent with the general permit requirements, all potential pollutants other
than sediment will be handled and disposed of in a manner that does
not affect contamination of stormwater.
18. Materials used during construction with the potential to impact storm water, will
be stored, managed, used, and disposed of in a manner that
minimizes the potential for releases to the environment and especially in the
storm water.
19. If a spill of pollutants threatens storm water at the site, the spill response
procedures must be implemented in a timley manner to prevent the
release of pollutants.
20. All temporary and permanent erosion and sediment control BMPs will be
maintained and repaired as needed to assure continued performance
of their intended use.
21. All temporary erosion control and sediment control BMPs will be removed
within 30 days after final site stabilization is achieved or after the
temporary BMPs are no longer needed.
22. Regardless of recommended maintenance schedule, all control measures and
inspections shall be performed within 24 hours following any
storm of 0.5 inches or greater. An inspection report shall be kept at all times
and should be retained for at least three (3) years from the date
the site is stabilized.
23. All contractors providing services on the project which may cause storm water
pollution will be given a copy of the SWPPP and appropriate
training regarding stormwater pollution prevention.
NOTE:
1.AFTER ASPHALT PAVING HAS TAKEN PLACE STORM WATER DEVELOPED WILL BE
DIRECTED TO RETENTION BASINS AND PIPING PER THE APPROVED SITE PLAN
AND PERCOLATE IN DESIGNATED AREAS
2.SILT CATCH BASIN PROTECTION TO BE PLACED ON THE NEAREST EXISTING
INLET BOXES THAT COULD SEE SEDIMENT AND ALL NEW INLET BOXES. THEY
MUST BE MAINTAINED AND PROTECTED THROUGH THE DURATION OF THE
PROJECT.
LEGEND
Concrete Washout
SEDIMENTATION AREA
CONCRETE WASHOUT
CATCH BASIN PROTECTION
APPROVED BY ________________________DATE:____________
City of REXBURG
STAGING AREA
MATERIAL STOCKPILESEDIMENTATION AREA
CONCRETE WASHOUT
CONSTRUCTION
ENTRANCE
CONSTRUCTION
ENTRANCE
EROSION EEL
***THIS IS NOT A FULL
SWPPP. A FULL SWPPP
MUST BE SUBMITTED BY
THE CONTRACTOR PRIOR
TO CONSTRUCTION
CATCH BASIN PROTECTION
CHECK BY
SHEETS
DRAWN BY
JOB NO:
DATE:
OF
SHEET
BDJTT
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:
2022-012
DATE:DATE: April 14, 2022
DA
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PRELIMINARY FOR
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NOTES:
TRENCH SHALL BE A MINIMUM OF 4" WIDE AND 6" DEEP TO BURY
AND ANCHOR THE GEOTEXTILE FABRIC. FOLD MATERIAL TO FIT
TRENCH & BACKFILL & COMPACT TRENCH WITH EXCAVATED SOIL.
WOOD POSTS SHALL BE A MINIMUM SIZE OF 1 1/8" X 1 1/8" OAK OR
HICKORY.
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
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
FLO
W
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BALLAST DETAIL
NOT TO SCALE
SLOPE ENTRANCE TO WASHOUT AREA FOR
CONTAINMENT PURPOSES
WASHOUT AREA MUST BE
ENCLOSED W/ SILT FENCE
PROVIDE BERM AROUND
WASHOUT AREA
EXCAVATE BOTTOM 1' TO PROVIDE
LOWERED BOWL-LIKE AREA
WASHOUT TO BE LINED WITH CLEAN
ROCK OR RIP-RAP TO ACT AS FILTER
AND EROSION CONTROL
NOT TO SCALE
APPROVED BY ________________________DATE:____________
City of REXBURG
***THIS IS NOT A FULL
SWPPP. A FULL SWPPP
MUST BE SUBMITTED BY
THE CONTRACTOR PRIOR
TO CONSTRUCTION
100' M
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PROPOSED
SIDEWALK
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
SEE BALLAST DETAIL
NOT TO SCALE