HomeMy WebLinkAboutINFRASTRUCTURE - 23-00173 - Beehive Federal Credit UnionSTATE MAP
SITE MAP
VICINITY MAP
REXBURG, ID
DRAWING NO.:
CHECKED BY:
DRAWN BY:
DATE:
PROJECT NO.:
REVISIONSPROJECT:SHEET TITLE:CORNER OF 2ND EAST AND MOODY RD.REXBURG, IDAHO 83440NEW BUILDING FOR:SLH
2022-006
PDH BEEHIVE FCU - NORTH REXBURG4/5/23 COVERC1.00
SITE LOCATION
SURVEY NOTE:
This site plan conforms to an actual survey that was performed on the
ground by a licensed land surveyor in and for the State of Idaho. It is
the owner’s responsibility to construct all structures shown on this site
plan in accordance with said survey.
APPROVED BY ________________________DATE:____________
City of REXBURG
Sheet List Table
Sheet Number Sheet Title
C1.00 COVER
C2.00 NOTES
C3.00 REFERENCE SHEET
C4.00 EXISTING CONDITIONS
C5.00 GENERAL LAYOUT
C6.00 UTILITY LAYOUT
C7.00 GRADING
C8.00 DETAILS
C9.00 DETAILS 2
C10.0 STORMTECH DETAILS
C11.0 EROSION CONTROL
4/5/2023
City Permit Review Set 4/5/2023
CONTACTS
DRAWING NO.:
CHECKED BY:
DRAWN BY:
DATE:
PROJECT NO.:
REVISIONSPROJECT:SHEET TITLE:CORNER OF 2ND EAST AND MOODY RD.REXBURG, IDAHO 83440NEW BUILDING FOR:SLH
2022-006
PDH BEEHIVE FCU - NORTH REXBURG4/5/23 NOTESC2.00
DEPARTMENT 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
APPROVED BY ________________________DATE:____________
City of REXBURG
SPARKLIGHT
1525 SHERRY DR.
IDAHO FALLS, ID 83403
(208) 523-4567
GENERAL NOTES
1.All materials, workmanship, and construction of site improvements shall meet or exceed the work standards and
specifications set forth by the CITY OF REXBURG standard specifications and drawings, and requirements of the Idaho
Standards for Public Works Construction, (ISPWC) current edition.
2.All material furnished on or for the project must meet the minimum requirements of the approving agencies or as set forth
herein, whichever is more restrictive.
3.The Contractor is cautioned that the location and/or elevation of existing utilities, as shown on these plans, is based on
records of the various utility companies and where possible, measurements taken in the field. The Contractor must call the
local utility location center at least 48 hours before any excavation to request exact field locations of the utilities.
4.A Pre-Construction Conference shall be held a minimum of three (3) working days prior to start of work. All Contractors,
Subcontractors and/or Utility Contractors shall be present.
5.All lot dimensions and easements are to be taken from the Final Plat of the recorded subdivision plat.
6.The Contractor shall maintain all existing drainage and sanitary sewer facilities within the construction area until the drainage
improvements are in place and functioning.
7.All Contractors working within the project boundaries are responsible for compliance with all applicable safety laws of any
jurisdictional body including but not limited to, barricades, safety devices, control of traffic, excavation, trenching, shoring,
and security within and around the construction area.
8.Contractors must furnish proof that all materials installed on this project meet the requirements of Note # 2 above at the
request of the agency and/or Engineer.
9.CONNECT ENGINEERING must give approval prior to (a) backfilling trenches for pipe; (b) placing of aggregate base; (c)
placing of concrete; (d) placing of asphalt pavement. Work done without such approval shall not relieve the Contractor from
the responsibility of performing the work in an acceptable manner. Contract work will not be accepted by the CITY OF
REXBURG without the approval of the Project Engineer.
10.Developmental drawings must be submitted to the CITY OF REXBURG Public Works Dept. prior to final approval.
11.Only plan sets marked "Approved for Construction" shall be used by the project contractor(s). Use of any plans on the job
without the "Approved of Construction" stamp shall be grounds for the issuance of a stop work order. Contractor must also
maintain a set of plans stamped with approval by the Department of Environmental Quality on site.
12.Contractor is responsible for property corner protection. The cost of $30 per corner will be held as retainage until all interior
corners are verified to be in place.
13.Each Contractor shall be responsible for acquiring any necessary NPDES permits, filing any NOI's or NOT's, and preparing a
Storm Water Pollution Prevention Plan (SWPPP) in accordance with the Environmental Protection Agency. Contact the EPA
at 208.378.5776 for the required information. Said permit shall be presented to the Engineer at least forty-eight (48) hours
prior to the beginning of construction.
14.The Contractor shall be responsible for keeping roadways free and clear of all construction debris and dirt tracked in from
the site.
15.All measures possible shall be taken to ensure erosion control with Best Management Practices.
16.Quantities shown are estimates by the Engineer. The Contractor must verify all quantities. If there is a
large discrepancy contact the Engineer.
17.All work must meet standards set forth by the American Disabilities Act (ADA) inside public rights of way.
18.Trench backfill Type 2A compaction "Water Settling" will not be an acceptable method of trench backfill compaction.
19.All water valves, blow-offs and manholes will be placed so as not to conflict with any concrete curb, gutter,
valley gutter, and sidewalk improvements.
20.CONNECT ENGINEERING and/or Inspector shall make periodic visits to the project location to ensure that the site
improvements meet or exceed standards and design as per the approved construction drawings.
21.To receive final acceptance, Contractor must submit copy of field plans complete with construction notes
and As-Built information, corrections, changes, etc.
22.Contractor must have ISPWC manual (current edition) on-site during all phases of construction. Failure to do so may result in
non-acceptance of the site by DEQ, Engineer, City etc.
23.A copy of the Quality Control Signature sheet (with all applicable signatures) shall be delivered to CONNECT
ENGINEERING prior to the walk-thru.
24.A Right-of-Way Construction Permit from the CITY OF REXBURG Public Works is required for any construction in the road
right-of-way not shown on these improvement drawings.
25.Contractors shall provide a one (1) year warranty on all roads from the date of formal acceptance by the CITY OF
REXBURG.
26.Lot corners and centerline intersection monuments have been staked as shown on the recorded plat of this subdivision.
Should any of these monuments be lost or disturbed during construction Idaho Code 55-1613 requires said monuments will
be reestablished by a professional land surveyor at the expense of the agency or person causing the loss or disturbance.
27.All Construction Staking shall be provided by the owner one time, but if restaking is required this shall be provided at the
Contractors expense.
28.It is the contractors reasonability to know which permits are needed and obtain all construction permits including ROW for
bore.
29.Plans are intended to be printed in color for added clarity of design.
STREET CONSTRUCTION
1.All construction within public right-of-way shall conform to the current edition of the ISPWC and the CITY OF REXBURG
standards. No exceptions to Policy Standards and the ISPWC will be allowed unless specifically and previously approved in writing
by the CITY OF REXBURG.
2.No construction shall begin before the Pre-Construction meeting, which the Contractor is required to attend.
3.Sanitary sewer and storm drain manholes, cones and structures shall be set to specified elevation by their respective contractors.
All remaining manhole materials, except concrete collars, necessary to construct manhole to finished grade in pavement areas
shall be furnished by the Contractor for placement at finished grade. For manholes not within pavement areas, the manhole rings
shall be set to finished grade by their respective contractor. Contractor shall contact the CITY OF REXBURG twenty-four (24)
hours prior to pouring concrete collars.
4.Contractor shall construct four inches (4") of asphalt pavement thickness at joint locations for all pavement matches.
5.All reinforced concrete pipe shall conform to ASTM C-76 Specifications for the class of pipe indicated, and shall be installed
watertight.
6.All work will be inspected by CONNECT ENGINEERING and monitored by the CITY OF REXBURG in accordance with the latest
edition of the "REXBURG STANDARD DRAWINGS AND SPECIFICATIONS".
7.Borrow shall be obtained from sources designated or approved in writing by the Engineer.
8.Clearing and grubbing shall consist of removing all natural and artificial objectionable materials. Under no circumstances shall
roadways be placed on frozen or objectionable material.
9.The subgrade shall be excavated and bladed to remove all uneven areas and to secure a uniform surface true to grade and line.
The subgrade material shall then be scarified to a depth of eight inches (8"), adjusted to within approximately 2% of optimum
moisture content and compacted to the minimum density required as stated in ISPWC.
10.All concrete used shall be Class 4 and have a strength of four thousand (4000) PSI in twenty-eight (28) days. The concrete mix
shall include Fly Ash for ASR mitigation. The mix design shall be approved by the engineer. All concrete shall be cured by a liquid
membrane-forming curing compound method, unless otherwise specified in writing by the Engineer.
11.The plant mix should be a 12-inch SP3 PG 58-28, 1 to 10 million design ESALs superpave hot mix asphalt design.
12.All road stripping and excess topsoil shall be stockpiled out of the right-of-way and stored at Contractor's expense.
13.A traffic control plan based on the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD) shall be approved by
the CITY OF REXBURG Public Works Department prior to construction.
14.Parked equipment and stored materials shall be kept as far away from the travelway as feasible. Items
left overnight within 30 feet of the travel way shall be marked and/or protected.
WATER NOTES
1.The water system shall be constructed to conform with the standards set forth in the "Idaho Regulations for Public Drinking Water
Systems" and the current CITY OF REXBURG standard drawings and specifications.
2.The pipe shall be installed in a workmanlike manner by persons properly qualified to perform said work and shall be in
conformance with the manufacturer's recommendations as approved by the City Engineer. All work and materials must conform to
current requirements of the CITY OF REXBURG. Water distribution mains shall be constructed with clas 50 DI pipe, AWWA
C-900, DR 18 PVC or Pressure Class 250 DIP.
3.All water services shall be 1" DR7 (200 psi) PE IPS pipe and have a minimum cover of 5 feet per City of REXBURG Std. Dwgs
#600-1 and / or 600-3. Cap lines 15' inside property lines after installation of the water mains. The trenches shall be compacted to
95% of maximum density to prevent further settlement. All mains shall be leak-tested, disinfected, flushed and bacteria tested
before connecting to the municipal system. Mueller thermal coil meter pit, or equivalent, required for all water services.
4.Where it is necessary for sewer and water to cross each other and the sewer line is above or less than 18 inches below the water
main, the sewer line crossing shall be either:
a. Non-Potable pipeline construction with potable water class pie for a minimum of ten (10) feet either side of
potable pipeline with a single twenty (20) feet section of potable water class pipe centered on the crossing; or
b. Sleeve non-potable or potable pipeline with potable water class pipe ten (10) feet either side of crossing.
Use of hydraulic cementitous materials such as concrete, controlled density fill, and concrete slurry encasement
is not allowed as a substitute for sleeving.
If potable pipeline is below non-potable pipeline, the non-potable pipeline must also be supported through the
crossing to prevent settling.
5.All tees, plugs, caps and bends, and at other locations where unbalanced forces exist, shall be secured and anchored by concrete
thrust blocks as shown IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION.
6.CONNECT ENGINEERING will provide one (1) set of construction stakes for each of the following items: water main lines, fire
hydrants, and service connections.
7.Contractor to field verify all valve box lid elevations to assure that said lid elevations match final street grade.
8.The paving contractor shall be responsible for constructing concrete collars and final adjustments of water valves to grade.
9.Pipes laid on a curve: the maximum joint deflection shall be 5 percent or the manufacturer's recommendation, whichever is less.
10.The developer will test the compaction of the water pipeline bedding in accordance with the ISPWC specifications construction
inspection policy. Testing will be done by an outside testing laboratory. The cost of this service shall be paid by the developer.
However, if the test fails, the cost of the test and any retesting shall be paid by the water contractor. The contractor shall
coordinate with the developer's engineer and testing laboratory to schedule the tests, his backfilling, and pipe laying operation.
11.The developer's engineer shall be present during all testing of the water line.
12.The horizontal separation of the water and sanitary sewer, or storm drain shall be a minimum of ten (10) feet.
13.The water line construction shall conform to the depth of public health and welfare regulations of public drinking. A minimum of
5-foot cover for water lines water systems and disinfection specifications shall be kept.
14.Fire hydrants or temporary blow-offs shall be installed on dead-end water lines.
15.Water lines shall not exceed 8' in depth from finished grade.
16.At all times, when laying pipe is not in progress, open ends of the pipe shall be closed by a watertight plug or other approved
means. At the close of the day's work, or whenever workmen are absent from the job, the end of the last laid section shall be
plugged, capped, or tightly closed to prevent entry of foreign material.
17.All water main fittings to be mechanical joint; no flanged fittings.
18.A minimum of 18" vertical clearance must exist between potable and non-potable lines.
19.Fire hydrants shall be Clow Medallion or Waterous Pacer. Any other type shall be up to the CITY OF REXBURG to approve or
reject. All fire hydrants shall be painted red.
20.Install No. 12AWG copper locating wire with insulation on all water pipe and water service lines. Utilize epoxy splice kits.
SEWER NOTES
1.Prior to construction, it shall be the responsibility of the contractor to inform all the utility companies of the construction
schedule.
2.All existing utility locations and depths are approximate and shall be verified by the contractor.
3.All elevations are based on the USED DATUM.
4.Manhole rim elevations as shown on the Construction Drawings are approximate. The manhole frames and covers shall be
constructed in accordance with the CITY OF REXBURG Standard Drawings. Rim elevations shall be determined by the
engineer in the field during construction.
5.Contractor shall repave any existing paved streets disturbed during construction.
6.Retain and protect all irrigation and drainage crossings. The contractor shall coordinate with the owner and the Rexburg
Irrigation Company (208-356-5251) for the inspection of the exposed irrigation and/or drainage pipe crossings. If existing
pipes are damaged, the affected pipe will be replaced by the contractor.
7.The developer's engineer shall be present during all testing of the sewer construction.
8.Retain and protect existing curb, gutter and sidewalk. if removal is necessary, replacement shall be incidental to project.
9.The following type and class of pipe will be permitted: gravity pipe shall conform to ASTM D-3034, PVC, SDR 35, or other
pipe approved in the CITY OF REXBURG Standards.
10.All work shall be constructed to the CITY OF REXBURG Standards. All work shall be approved by the CITY OF
REXBURG.
11.Sanitary sewer manhole cones shall be set a maximum of one (1) foot below specified ring elevations by sewer contractor.
All remaining manhole materials, other than concrete collars necessary to construct manhole to finished grade, shall be
furnished by the sewer contractor for placement at finished grade by street paving contractor. All materials for concrete
around manhole rings shall be supplied and constructed to finished grade by street contractor. The owner's engineer shall
be contacted 24 hours prior to placing concrete collars.
12.The trench backfill above the pipe zone will be inspected by the owner's engineer in accordance with the latest edition of
the Idaho Standards for Public Works Construction Specifications and the CITY OF REXBURG Standards and
Specifications.
13.Where PVC is utilized, a rubber ring or approved equivalent is to be installed where the pipe is in contact with manhole
base and/or manhole channel in order to ensure a watertight seal.
14.Where it is necessary for sewer and water to cross each other and the sewer line is above or less than 18 inches below the
water main, the sewer line crossing shall be either:
a. Non-Potable pipeline construction with potable water class pie for a minimum of ten (10) feet either side of
potable pipeline with a single twenty (20) feet section of potable water class pipe centered on the crossing; or
b. Sleeve non-potable or potable pipeline with potable water class pipe ten (10) feet either side of crossing.
Use of hydraulic cementitous materials such as concrete, controlled density fill, and concrete slurry
encasement is not allowed as a substitute for sleeving.
If potable pipeline is below non-potable pipeline the non-potable pipeline must also be supported through the
crossing to prevent settling.
15.Where the sewer main depth will allow, all sewer service lines shall be constructed to a depth of 9.5' at property line. The
contractor shall use 4" diameter PVC pipe or approved equivalent for all service lines. All sewer service lines shall be
constructed at a minimum grade of 1%.
16.Sewer service lines shall be 4" PVC and constructed to a point 15' inside the front lot line as shown. Except where
otherwise located, the sewer service lines shall be constructed as shown on plan.
17.The horizontal separation of the water and sewer mains shall be a minimum of ten (10) feet.
18.Contractor shall notify the CITY OF REXBURG City Engineer and the developer's engineer 48 hours in advance of
construction.
19.Water levels shall be maintained below the trench bottom during the pipe laying and joining operation. The dewatering
method shall be discussed with the engineer and approved prior to construction. Ditches and storm
drain facilities that are silted up due to the contractor's dewatering shall be cleaned and restored to their original
state.
20.Contractor shall locate and protect all underground utilities during construction.
21.The developer shall test the compaction of the sewer pipeline bedding in accordance with the the ISPWC specifications,
and will be done by an outside testing laboratory. The cost of this service shall be paid by the developer. However, if the
test fails, the cost of the test and any retesting shall be paid by the
contractor. The contractor shall coordinate with the developer's engineer and the testing laboratory to
schedule the tests, backfilling, and pipe laying operation.
22.After all utilities are constructed and just prior to paving, the contractor shall perform an air test on the sewer system. The
developer's engineer shall be present to witness the test.The contractor shall contact the engineer 24 hours prior to testing.
City of REXBURG requires low pressure air or hydrostatic testing, mandrel, and CCTV inspection of the completed sewer.
23.The contractor shall leave the excavation for the upstream end of all service lines open for field verification of the invert
elevation by the engineer's inspector. The contractor shall not backfill the ends of service lines until he has obtained
approval from the engineer's inspector or made other arrangements for verification of service line invert elevations.
24.Service and main piping shall be in accordance with ASTM 3034 and shall be SDR 35 or greater plastic pipe or
approved equal.
25.Service wyes shall be installed per the CITY OF REXBURG Standards.
26.Backfill compaction of drop manholes shall not be accepted without full time inspection by developer's engineer during
compaction work.
27.At all times, when laying pipe is not in progress, open ends of the pipe shall be closed by a watertight plug or other
approved means. At the close of the day's work, or whenever workmen are absent from the job, the end of the last laid
section shall be plugged, capped, or tightly closed to prevent entry of foreign material.
28.All visible leaks shall be repaired - even if the leakage is below allowable limits.
29.The developer's engineer shall be present during all testing of the sewer line.
30.A minimum of 18" vertical clearance must exist between potable and non-potable lines.
ELECTRICAL NOTES
1.All new electrical facilities shall be constructed in accordance with the current Rocky Mountain Power Service Policy. Each
utility shall be constructed to its own policy.
2.Electrical sectionalizing cabinets and bases (when required) will be provided by Rocky Mountain Power but shall be installed
by the Developer/Contractor.
3.All primary and secondary conduits shall be provided and installed by the Developer/Contractor. All electrical conduits and
36" radius elbows shall be schedule 40 pvc.
4.The minimum power trench depth shall be 54" below finished grade. (Conduit to be installed 48" below finish grade).
Including 6" of sand bedding below and above top of conduits.
5.Primary and secondary conduit depths can be reduced to 18" of cover below finished grade with approval by Rocky
Mountain Power. Rigid galvanized steel conduit must be provided and installed by the Developer/Contractor in a trench that
is less than 48" deep.
6.The Contractor shall retain and protect all existing City power poles and electrical facilities during construction except those
facilities shown to be relocated or moved per Rocky Mountain Power contractors map.
7.Coordinate all electrical construction with Rocky Mountain Power.
8.Owner shall bear all costs to relocate or remove existing power poles, light poles, anchor guys, and miscellaneous electrical
facilities, except those facilities inside city rights of way.
9.The Owner/Developer shall provide all trenching, conduit and concrete light pole foundations for street illumination along all
Public Right of Way as per Rocky Mountain Power current service policy. In addition, Owner/Developer shall purchase street
light assembly provided and installed by Rocky Mountain Power.
10.If applicable, see Rocky Mountain Power Electrical site plan for off-site electrical and fiber optic facilities, layout, and
installation details.
11.With exception of conduit crossing, contractor shall install curb and gutter prior to power trench and conduit installation or
(with Rocky Mountain Power approval) centerline of trench may be staked with cut/fill to bottom of trench at all grade breaks
and hubs at 25' intervals and offset stakes at all transformers, switch cabinets, secondary pedestals etc.
12.Contact Rocky Mountain Power prior to construction.
STREET SIGNING
1. All road striping and traffic signing shall be designed, constructed, and placed according to the current Manual of
Uniform Traffic Control Devices (MUTCD) with the following exceptions:
1.1.All Stop and Yield signs used in any subdivision shall be a minimum 30" X 30", engineer grade sheeting is not allowed.
1.2.All Road Name and Street signs shall have a minimum 4" legend. Both background and legend shall be retro-reflective.
Standard colors are white legend and green background except private roads, which will have a blue background.
1.3.Substrate material shall be aluminum; no fiberglass or plastic will be accepted.
1.4.The minimum size for Speed Limit Signs shall be 24"W X 30"L with black legend on white background.
1.5.Posts shall be metal and shall be anchored with a "soil type" anchor. No concrete shall be used as an anchor. Posts
shall be 2" X 2" square and must meet break-a-way standards of the State of Idaho. No U-channel shall be used.
1.6.The minimum height of signs shall be 6' from the road surface to the bottom of the sign.
1.7.Maintenance of all street and traffic signs will be the responsibility of the developer until the streets are officially
accepted for maintenance by the CITY OF REXBURG.
4/5/2023
REFERENCES
NOTE:
NOT ALL HATCHES, LINETYPES,
REFERENCES, AND SYMBOLS ON THIS
SHEET ARE INCLUDED IN THIS PLAN SET.
404-1.5 INSTALL 1.5" WATER SERVICE
504-4 INSTALL 4" SDR 35 SANITARY SEWER SERVICE @ 2% MIN SLOPE
601-12 INSTALL 12" ADS N 12 STORM PIPE @ 0.22% MIN SLOPE
602-1
602-2 INSTALL CATCH BASIN TYPE I PER DETAIL, SHEET C8.00
706-1 INSTALL 6" STANDARD CURB AND GUTTER PER ISPWC SD - 701, SEE
SHEET C9.00
706-R1 INSTALL ADA PEDESTRIAN RAMP W/DETECTABLE WARNING DOMES,
SEE ARCHITECT DRAWINGS
706-S2 INSTALL INTEGRAL CONCRETE SIDE WALK, SEE ARCHITECT
DRAWINGS
INSTALL SD CATCH MANHOLE PER DETAIL, SHEET C8.00
SEWER
STORM
CONCRETE
1102-1 INSTALL STREET LIGHT PER ELECTRICAL PLANS - BY OTHERS
TRAFFIC SIGNAL AND
STREET LIGHTING
706-S1 INSTALL 4" CONCRETE SIDEWALK PER ISPWC SD - 709, SEE SHEET
C9.00
WATER
ACRONYMS
BTM BOTTOM
BW BOTTOM OF WALL
CB STORM DRAIN CATCH BASIN
EG EDGE OF GRAVEL
EOA EDGE OF ASPHALT
EOC EDGE OF CONCRETE
FF FINISH FLOOR
FG FINISH GRADE
GB GRADE BREAK
HP HIGH POINT
INV IN INVERT IN
INV OUT INVERT OUT
L LEFT
LP LOW POINT
OFF OFFSET
NTS NOT TO SCALE
PC POINT OF CURVATURE
PI POINT OF INTERSECTION
PUD PLANNED UNIT DEVELOPMENT
PUE PUBLIC UTILITY EASEMENT
PVI POINT OF VERTICAL INTERSECTION
R RIGHT
SDMH STORM DRAIN MANHOLE
SF SQUARE FEET
SSMH SANITARY SEWER MANHOLE
STA STATION
SW SIDEWALK
TBC TOP BACK OF CURB
TSW TOP OF SIDEWALK
TW TOP OF WALL
TOC TOP OF CONCRETE
TOA TOP OF ASPHALT
VG FL VALLEY GUTTER FLOW LINE
LEGEND
CONCRETE
ASPHALT
LANDSCAPING
BUILDINGS
POND HIGH WATER LINE AND GRADE BREAK
HIGH WATER LINE
CATCH BASIN
FIRE HYDRANT
STREET LIGHT
VALVE
SANITARY SEWER MANHOLE
CURB & GUTTER
BOUNDARY LINE
GRADE BREAK
SAW CUT
STREET RIGHT-OF-WAY (ROW)
EASEMENT LINE
FENCE LINE
SANITARY SEWER LINE
WATERLINE
SANITARY SEWER SERVICE
WATER SERVICE
OVERHEAD POWER
GAS LINE
SURFACE CONTOUR
ASPHALT
STORM DRAIN MANHOLE
STORM DRAIN LINE
POWER POLE
SANITARY SEWER MANHOLE
POWER POLE
STORM DRAIN MANHOLE
STREET LIGHT
FIRE HYDRANT
VALVE
LOT LINE
CENTERLINE OF ROAD
CATCH BASIN
UNDERGROUND POWER
CURB & GUTTER
SANITARY SEWER LINE
WATERLINE
OVERHEAD POWER
SURFACE CONTOUR
UNDERGROUND POWER
FENCE LINE
STORM DRAIN LINE
SANITARY SEWER SERVICE
WATER SERVICE
EXISTING PROPOSED
CONCRETE
GAS LINE
COMMUNICATION COMMUNICATIONS
STREET RIGHT-OF-WAY (R/W)
EASEMENT LINE
LOT LINE
GRADE BREAK
IRRIGATION IRRIGATION
PRESSURE IRRIGATION PRESSUR IRR
**ISPWC = IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION**
DRAWING NO.:
CHECKED BY:
DRAWN BY:
DATE:
PROJECT NO.:
REVISIONSPROJECT:SHEET TITLE:CORNER OF 2ND EAST AND MOODY RD.REXBURG, IDAHO 83440NEW BUILDING FOR:SLH
2022-006
PDH BEEHIVE FCU - NORTH REXBURG4/5/23 REFERENCE SHEETC3.00
602-3 INSTALL STORMTECH MC-3500 INFILTRATION CHAMBERS PER
SHEET C9.00
504-4C INSTALL 4" CLEANOUT PER DETAIL, SHEET C8.00
706-2 INSTALL 6" VERTICAL PAVEMENT CURB WALL, SEE ARCHITECT DRAWINGS
706-T1 INSTALL CURB TRANSITION, SEE ARCHITECT DRAWINGS
APPROVED BY ________________________DATE:____________
City of REXBURG
706-J1 INSTALL CONCRETE JOINT PER ISPWC SD - 714
4/5/2023
DRAWING NO.:
CHECKED BY:
DRAWN BY:
DATE:
PROJECT NO.:
REVISIONSPROJECT:SHEET TITLE:CORNER OF 2ND EAST AND MOODY RD.REXBURG, IDAHO 83440NEW BUILDING FOR:SLH
2022-006
PDH BEEHIVE FCU - NORTH REXBURG4/5/23 EXISTING CONDITIONSC4.00
PROTECT EXISTING ASPHALT
PROTECT EXISTING CONCRETE APPROACH
PROTECT EXISTING UTILITIES
PROTECT EXISTING SIDEWALK
PROTECT EXISTING SIDEWALK
EXISTING SERVICE STUBS
(0.74 AC) 32,440 SQ FT
N SALEM ROADE MOODY ROAD
APPROVED BY ________________________DATE:____________
City of REXBURG
4/5/2023
S0° 11' 07"W182.25'S89° 43' 56"W
178.00'
N89° 43' 56"E
178.00'N0° 11' 07"E182.25'100-1
404-1.5
504-4
601-12
602-1
602-2
706-1
706-S1
SEE SHEET 3 FOR MORE
INFORMATION
706-R1
1102-1
SEE SHEET 3 FOR MORE
INFORMATION
RETAIN AND PROTECT
1.5'' WATER SERVICE
4'' SEWER SERVICE
12'' STORM MAIN
STORM MAIN MANHOLE
STORM MAIN CATCH
BASIN
6'' VERTICAL CURB
PEDESTRIAN RAMP
4"' CONCRETE SIDEWALK
STREET LIGHT
602-3 STORM INFILTRATION
CHAMBERS
504-4C 4'' SEWER SERVICE
CLEANOUT
706-T1 CURB TERMINUS
706-J1 CONCRETE JOINT
DRAWING NO.:
CHECKED BY:
DRAWN BY:
DATE:
PROJECT NO.:
REVISIONSPROJECT:SHEET TITLE:CORNER OF 2ND EAST AND MOODY RD.REXBURG, IDAHO 83440NEW BUILDING FOR:SLH
2022-006
PDH BEEHIVE FCU - NORTH REXBURG4/5/23 GENERAL LAYOUTC5.00
TRASH PAD & CURB - SEE
ARCHITECT DRAWINGS
PROPOSED BUILDING
PAVE TO EXISTING APPROACH
706-S2
706-S2N SALEM ROADE MOODY ROAD
ENTRY SIGN - SEE
ARCHITECT DRAWINGS
706-R2
706-1
706-1
706-1
706-1
1102-1
1102-1
1102-1
1102-1
706-R110.00'TYP.20.00'TYP.25.00'20.00'25.00'
5.00'6.00'53.77'46.00'
51.61'
25.00'
25.00'10.33'12.33'7.33'
6.50'2.75'
13.75'
11.00'5.00'
68.71'39.38'57.28'84.77'10.00'
PARKING NOTE:
PARKING REQUIRED: 9 STALLS (3 / 1000 SQ FT)
PARKING PLANNED: 25 STALLS (1 ADA)
SITE INFO:
TOTAL AREA: 0.74 ACRES (32,440 SQ FT)
ZONE: COMMUNITY BUSINESS CENTER (CBC)
BUILDING INFO:
GROSS FLOOR AREA: 2,676.5 SQ FT
BUILDING TYPE: VB
BENCHMARK:
PP PK NAIL
EASTING: 758781.7710
NORTHING: 797683.7030
ELEVATION: 4877.781
706-S2
706-S2
POTENTIAL SNOW STORAGE
TRANSFORMER PAD - SEE
ARCHITECT DRAWINGS
NOTE
THIS LAYOUT IS FOR GENERAL PURPOSES ONLY, SEE
ARCHITECTURAL SITE PLAN FOR HORIZONTAL
CONTROL.
706-2
1' LANDSCAPE CURB AROUND
BUILDING EXTERIOR
706-S1
LANDSCAPE CURB - SEE
ARCHITECT DRAWINGS
LANDSCAPE CURB SEE LANDSCAPE
PLAN FOR DETAILS
PAVE TO EXISTING APPROACH
APPROVED BY ________________________DATE:____________
City of REXBURG
BASIS OF BEARING:
SEE ARCHITECTURAL PLANS FOR DETAILS
706-J1
706-J1
706-J1 706-J1 706-J1 706-J1
FIELD VERIFY END CONDITIONS
4/5/2023
100-1
404-1.5
504-4
601-12
602-1
602-2
706-1
706-S1
SEE SHEET 3 FOR MORE
INFORMATION
706-R1
1102-1
SEE SHEET 3 FOR MORE
INFORMATION
RETAIN AND PROTECT
1.5'' WATER SERVICE
4'' SEWER SERVICE
12'' STORM MAIN
STORM MAIN MANHOLE
STORM MAIN CATCH
BASIN
6'' VERTICAL CURB
PEDESTRIAN RAMP
4"' CONCRETE SIDEWALK
STREET LIGHT
602-3 STORM INFILTRATION
CHAMBERS
504-4C 4'' SEWER SERVICE
CLEANOUT
706-T1 CURB TERMINUS
706-J1 CONCRETE JOINT
S0° 11' 07"W182.25'S89° 43' 56"W
178.00'
N89° 43' 56"E
178.00'N0° 11' 07"E182.25'Install 78' of 12" ADS N 12 Storm Pipe @ 0.22%
Install 78' of 12" ADS N 12 Storm Pipe @ 0.72%
602-1
Install 10' of 12" ADS N 12 Storm Pipe @ 0.22%
602-1
Rim:4878.57
N INV IN:4874.16
S INV IN:4874.66
E INV OUT:4872.10
602-2
GRATE:4878.20
E INV IN:4874.28
S INV OUT:4874.18
602-2
GRATE:4877.53
W INV OUT:4874.45
602-1
GRATE:4876.65
E INV IN:4872.95
SE INV IN:4874.05
N INV OUT:4870.35
Install 75' of 12" ADS N 12 Storm Pipe @ 0.23%
602-2
GRATE:4876.78
SW INV OUT:4873.78
602-2
GRATE:4877.27
NE INV IN:4873.61
N INV IN:4873.61
W INV OUT:4873.51
602-2
GRATE:4877.09
NW INV OUT:4874.09 S0° 11' 07"W182.25'S89° 43' 56"W
178.00'
N89° 43' 56"E
178.00'N0° 11' 07"E182.25'DRAWING NO.:
CHECKED BY:
DRAWN BY:
DATE:
PROJECT NO.:
REVISIONSPROJECT:SHEET TITLE:CORNER OF 2ND EAST AND MOODY RD.REXBURG, IDAHO 83440NEW BUILDING FOR:SLH
2022-006
PDH BEEHIVE FCU - NORTH REXBURG4/5/23 UTILITY LAYOUTC6.00
504-4
404-1.5
TIE IN TO EXISTING SEWER SERVICE
FIELD VERIFY EXACT LOCATION
TIE INTO EXISTING WATER SERVICE
FIELD VERIFY EXACT LOCATION
504-4C
706-S1
RETAIN AND PROTECT EXISTING UTILITIES1102-1
1102-1
1102-1
1102-1
INTERIOR METER AND LANDSCAPE POINT OF CONNECTION.
SEE MECHANICAL AND LANDSCAPE PLANS FOR DETAILS.
18' OF 6" PIPE FROM ROOF DRAIN
N SALEM ROADE MOODY ROAD
504-4C
504-4C 504-4C
EX. CATCH BASIN
48' OF 6" PIPE FROM ROOF DRAIN
228' OF 4" SEWER
SERVICE
223' OF 1.5"
WATER SERVICE
79' ROOF DRAIN, 6" AT 1% MIN. SLOPE
APPROVED BY ________________________DATE:____________
City of REXBURG
INSTALL WITH SLOTTED LID
TIE MANHOLE TO EXISTING STUB,
FIELD VERIFY EXACT LOCATION
ROOF DRAIN DOWNSPOUTS
INV: 4874.46' OR ABOVE
COORDINATE WITH ARCH. PLANS
ROOF DRAIN DOWNSPOUTS
INV: 4874.85' OR ABOVE
COORDINATE WITH ARCH. PLANS
602-3
602-3
INSTALL WITH STANDARD LID
STORM INFO:
TOTAL REQ'D STORAGE: 2,845.5 CU FT
TOTAL PLAN STORAGE: 2,954 CU FT
RATIONAL METHOD: Q = CIA
C = RUNOFF COEFFICIENT
i = INTENSITY
A = AREA
AREA 1:
REQ'D STORAGE: 2,031.5 CU FT
C = 0.734
i = 1.33 IN/HR
A = 24,970 SQ FT
PLAN STORAGE: 2,110 CU FT
211 CU FT x 10 MC3500 CHAMBERS
AREA 2:
REQ'D STORAGE: 814 CU FT
C = 0.734
i = 1.33 IN/HR
A = 10,005 SQ FT
PLAN STORAGE: 844 CU FT
211 CU FT x 4 MC3500 CHAMBERS
INFILTRATION RATE: 14.2 IN/HR (FROM GEOTECHNICAL REPORT)
TOTAL DEPTH: 45 IN CHAMBER HEIGHT
TOTAL INFILTRATION TIME: 3.2 HR --- BOTH AREAS
**INSTALL STORMTECH CHAMBERS PER DETAIL, SHEET C10.00
WITH 12" OF ROCK ABOVE AND 9" BELOW CHAMBERS.
STORM AREA 1
STORM AREA 2
STORM WATER APPROX. CONTRIBUTING AREAS
NTS
ROOF DRAIN DOWNSPOUT INV:
4875.51' OR ABOVE
COORDINATE WITH ARCH. PLANS
4/5/2023
S0° 11' 07"W182.25'S89° 43' 56"W
178.00'
N89° 43' 56"E
178.00'N0° 11' 07"E182.25'-2.81%-2.74%-2.42%-2.43%-3.41%-2.38%-2.03%
-2.48
%
-2.56%
-2.56%
-2.47%
-3.68%
-2.95%
-2.48%
-2.
3
7
%
-3
.
6
3
%-2.18%-2.11%-2.43%-2.13%-0.76%
-0.42%-0.41%-0.53%
-0.52%
-1.90%
-1.45%-3.15%-2.23%
-2.
2
5
%
-2.
0
6
%
4878 48784878487848784877
4877
4879
4879
4879487948784878
487
8
-0.40%-2.00%-2.00%-0.58%
-0.59%
-2.59%
-2.93%-2.79%4879-0.9
4
%
-4.75%
-17.73%
-7.72%
-
1
1
.
6
2%
-2.00%-1.92%-0.98%4877-2.07%
4878.26
TBC-PI
4878.03
TBC-PI
4878.15
TBC-PI
4877.93
TBC-PI
4878.15
TBC
4878.00
TBC
4877.30
TBC-PC
4877.57
TBC-PC
4878.87
TBC-HP
4878.70
TBC-LP 4878.86
TBC-HP
4877.77
TBC-LP
4879.60
TBC-PI
4879.62
TBC END
4879.58
TBC END
4879.62
TSW
4879.69
TSW
4879.69
TSW4879.63
TSW
4879.56
TSW
4879.44
TSW
4879.38
TSW 4879.42
TSW
4879.67
TSW
4879.67
TSW
4879.75
TSW
4879.75
TSW
4879.75
TSW
4879.03
TOA
4879.03
TSW
4879.03
TSW
4879.46
TSW
4879.28
TSW
4879.32
TSW
4879.40
TSW
4879.51
TSW
4879.12
TSW
4879.50
TSW
4879.50
TSW
4879.12
TOA
4879.11
TOA
4879.00
TOA
4879.03
TOA
4878.96
TOA
4878.78
TOA
4878.82
TOA 4878.90
TOA
4879.11
TOA
4879.75
FF
4878.74
EXIST
4878.49
EXIST
4877.90
EXIST
4876.78
EXIST
4876.73
EXIST
4877.67
TBC END
4877.69
TBC END
4877.54
TBC END
4877.29
TBC END
4877.93
TBC
4877.95
TBC-PI
4877.27
TBC-LP
4879.75
TSW
4879.75
TSW
4879.75
TSW
4879.71
TSW
4879.75
TSW4879.74
TSW
4879.71
TSW
4879.66
TSW
4876.37
EXIST
4877.33
EXIST
4878.38
TBC-HP
4877.49
TBC END
4879.75
TBC
4878.03
TSW
4878.06
TSW
4877.83
TSW
4878.01
TSW
4879.01
ISLAND TOP
4878.52
ISLAND TOP
4878.63
TOC
4878.51
TOC
4878.28
TOC
4878.40
TOC
4878.13
TOC
4878.02
TOC
4878.51
TOC
4878.63
TOC
4878.40
TOC 4878.13
TOC
4878.28
TOC 4878.02
TOC
4877.15
TBC-LP
4877.32
TBC-PI
4877.16
EXIST
4876.61
EXIST
4879.46
TBC-PC
4878.46
TSW-MATCH
4878.46
TSW-MATCH
4877.82
TBC
4879.13
ISLAND TOP
4878.40
ISLAND TOP
4878.78
ISLAND TOP
4878.13
ISLAND TOP
4879.58
TSW
4879.08
TOA
4878.85
TOA
4878.75
TOA
4878.90
TOA
4879.07
TOA
4879.07
TOA 4878.90
TOA
4879.50
TSW 4879.50
TSW
4879.40
TSW 4879.57
TSW
4879.40
TSW4879.57
TSW
100-1
404-1.5
504-4
601-12
602-1
602-2
706-1
706-S1
SEE SHEET 3 FOR MORE
INFORMATION
706-R1
1102-1
SEE SHEET 3 FOR MORE
INFORMATION
RETAIN AND PROTECT
1.5'' WATER SERVICE
4'' SEWER SERVICE
12'' STORM MAIN
STORM MAIN MANHOLE
STORM MAIN CATCH
BASIN
6'' VERTICAL CURB
PEDESTRIAN RAMP
4"' CONCRETE SIDEWALK
STREET LIGHT
602-3 STORM INFILTRATION
CHAMBERS
504-4C 4'' SEWER SERVICE
CLEANOUT
706-T1 CURB TERMINUS
706-J1 CONCRETE JOINT
S0° 11' 07"W182.25'S89° 43' 56"W
178.00'
N89° 43' 56"E
178.00'N0° 11' 07"E182.25'DRAWING NO.:
CHECKED BY:
DRAWN BY:
DATE:
PROJECT NO.:
REVISIONSPROJECT:SHEET TITLE:CORNER OF 2ND EAST AND MOODY RD.REXBURG, IDAHO 83440NEW BUILDING FOR:SLH
2022-006
PDH BEEHIVE FCU - NORTH REXBURG4/5/23 GRADINGC7.00N SALEM ROADE MOODY ROAD
STORM AREA 1
STORM AREA 2
STORM WATER APPROX. CONTRIBUTING AREAS- SEE C6.00
NTS
706-1
706-1
706-1
706-1
706-R2
706-R1
WEEP HOLE - SEE
ARCH. PLANS
706-R1
APPROX. ADJACENT
TBC, EXISTING
706-T1
706-T1
706-T1 706-T1
ENSURE LANDSCAPE CURB WALL IS INSTALLED
WITH SUFFICIENT BURY DEPTH EACH SIDE
APPROVED BY ________________________DATE:____________
City of REXBURG
4/5/2023
SANITARY
SEWER
MANUFACTURUER
MANUFACTURUER
XXXX
XX / XX
DRAWING NO.:
CHECKED BY:
DRAWN BY:
DATE:
PROJECT NO.:
REVISIONSPROJECT:SHEET TITLE:CORNER OF 2ND EAST AND MOODY RD.REXBURG, IDAHO 83440NEW BUILDING FOR:SLH
2022-006
PDH BEEHIVE FCU - NORTH REXBURG4/5/23 DETAILSC8.00
30"
17"
3.
1- 3
4" X 1- 3
4" X 1
4"
STEEL ANGLE
SEE NOTES BELOW.
1- 1
2"34" TYP.SET 13 TRANSVERSE
BARS AT 45 DEGREES.
29- 3
4"
15- 1
4"
3
4"
16- 3
4"
2.1.
CATCH BASIN GRATE
TYPE I ISPWC SD-609
NTS
NOTES
A.FOUR-SIDED FRAME IS REQUIRED.
B.CONTRACTOR HAS THE OPTION OF WELDING THE BACK STEEL
ANGLE BAR INTO PLACE AFTER SLIP FORMS FOR BOX HAVE
BEEN REMOVED. ENSURE GRATE FRAME IS SQUARE BEFORE
DOING A FULL PENETRATION WELD TO ATTACH BACK STEEL
ANGLE BAR.
LEGEND
1.1- 1
2" X 3
4" STEEL BARS (TYP.)
2.1
4" FILLET WELD ALL BARS 4 PLACES (TYP.)
3.WELD (4) 1
2" X 3 STUDS.
STANDARD CONCRETE CATCH
MANHOLE ISPWC SD-611
NTS6" (MIN.)21" (MAX.)4" (MIN.)
12"24" DIA.
36" (MAX.)24" (MIN.)
12"
2' (MIN.)
48"
16" (MAX.)6" (MIN.)4" TYPE 1BEDDING10.
9.8.
1.
2.
3.
4.
5.
6.
6.11.
12.EXTEND PIPE (1" TO 6" MAX.)INSIDE MANHOLEPIPE FROM
INLETS AND/OR
TEE IN MAIN LINE.
7.
11.
LEGEND
1.CONCRETE COLLAR IN PAVED STREET SECTIONS PER DETAIL, THIS
SHEET.
2.GRADE RINGS GROUTED WATERTIGHT IN PLACE, NOT TO EXCEED 21"
FROM FINISHED SURFACE TO TOP OF CONE.
3.PRECAST MONOLITHIC ECCENTRIC CONE SECTION. (REBAR NOT SHOWN).
4.RAMNEK OR APPROVED GASKETS AT ALL JOINTS.
5.PROPERLY ALIGN ALL INTERIOR JOINTS.
6.PRECAST CONCRETE MANHOLE BARREL SECTION (REBAR NOT SHOWN).
7.PRECAST GASKETED HUB RING OR RUBBER GASKETED COLLAR.
8.SURFACING TO MATCH FLUSH WITH EXISTING SURFACING (AS SHOWN).
9.FRAME TO GE GROUTED TO GRADE RINGS.
10.FRAME AND COVER PER DETAIL, THIS SHEET
11.MANHOLE STEPS. SEE NOTE G.
12.SEE SD-501 FOR CAST IN PLACE MANHOLE BASE. SEE SD-501A FOR
PREFABRICATED BASE.
NOTES
A.OPTIONAL PREFABRICATED MANHOLE BASE WITH APPROVED PIPE
CONNECTIONS MAY BE USED WITH ENGINEERS APPROVAL, SEE SD-501A.
B.PLACE VERTICAL WALL ON UPSTREAM SIDE OF MANHOLE, ROTATED 45
DEGREES.
C.FOR INLET PIPE DIAMETER, D, GREATER THAN 24" SEE SD-613 OR SD-614.
D.MANHOLE FRAME AND COVER:
D.A.REFER TO DRAWING NO. SD-617.
D.B.FRAME AND COVER SHALL BE FLUSH WITH SLOPE OF
PAVEMENT.
D.C."STORM DRAIN" ON COVER.
E.WHERE PVC PIPE IS UTILIZED, INSTALL A RUBBER RING OR GASKET
COLLAR WHERE THE PIPE IS IN CONTACT WITH MANHOLE BASE AND/OR
MANHOLE CHANNEL, IN ORDER TO INSURE A WATERTIGHT SEAL.
F.EITHER BASE ON SD-501 OR SD-501A MAY BE USED WITH EITHER
MANHOLE DESIGN.
G.VERIFY WITH ENGINEER REGARDING LOCAL PREFERENCE ON
INSTALLATION OF MANHOLE STEPS PRIOR TO ORDERING ON
INSTALLATION OF MANHOLE STEPS PRIOR TO ORDERING MATERIALS OR
INSTALLATION.
1.
2.
3.
4.
SANITARY
SEWER
1'- 0"
6"
5.
6.7.
8.9.8"2'- 0"
OR 2'- 6"
NOTES
A.TOP OF COLLAR TO BE FLUSH WITH MANHOLE COVER.
MANHOLE COLLAR
SD-508
LEGEND
1.#4 REBAR HOOPS (2 EACH) SEE SECTION A-A).
2.#4 REBAR AT 20" SPACING.
3.SCORES.
4.RIM.
5.FRAME AND COVER PER SD-507 AND SD-507A.
6.SEE "DETAIL A" FOR REBAR IN COLLAR.
7.FINISHED GRADE.
8.SEE OTHER STANDARD DRAWINGS OF MANHOLES FOR MAXIMUM HEIGHT.
9.GROUT BETWEEN RING AND COVER AND GRADE RINGS.
10.FRIBILLATED POLYPROPYLENE FIBER (ADDED PER MANUFACTURER'S
RECOMMENDATIONS) MAY BE USED IN LIEU OF #4 REBAR IN CONCRETE
COLLARS.18" - 14"6"2" (MIN)7.
10.
PLAN
COVER
FRAME
COVER
1" HOLES
(4 EACH AT 90 DEGREES)
MINIMUM
LETTERING
HEIGHT OF 1",
MOLDED INTO
TOP OF COVER.
1
2" GUSSETS
(6 EACH @60
DEGREES)
23 7
8"1"78"PLATEN BOTTOM
COVER
25 1
2"
24"1"6"22 1
2"
30"5"NOTES
A.MANHOLE FRAMES AND COVERS TO HAVE A TOLERANCE OF 1
4" OR LESS.
B.COVERS NOT TO BE WARPED. REPLACE ALL THAT RATTLE OR VIBRATE
WHEN TRAVELED UPON. MACHINE ALL MATCHING SURFACES.
C.MINIMUM WEIGHT OF FRAME AND COVER = 265 LBS.
STANDARD MANHOLE
COVER AND FRAME
SD-507
ASPHALT PARKING LOT SECTION
4" DEPTH CRUSHED 3 4" MINUS
AGGREGATE LEVELING COURSE
COMPACTED TO 95% ASTM D698
12" DEPTH UNCRUSHED
AGGREGATE SUBBASE COURSE
COMPACTED TO 95% ASTM D698
SUBGRADE EARTH COMPACTED
TO 95% ASTM D698
3" DEPTH ASPHALT PLANT MIX - PAVE IN
TWO LIFTS
CONCRETE DRIVE THRU SECTION
6" 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
5" DEPTH RIGID CONCRETE
INLET CATCH BASIN TYPE I
ISPWC SD - 601
NTS
4" SEWER CLEANOUT
ISPWC SD - 506A
NTS
APPROVED BY ________________________DATE:____________
City of REXBURG
6 x 6 WELDED WIRE FABRIC PLACED AT
MID-DEPTH
4/5/2023
DRAWING NO.:
CHECKED BY:
DRAWN BY:
DATE:
PROJECT NO.:
REVISIONSPROJECT:SHEET TITLE:CORNER OF 2ND EAST AND MOODY RD.REXBURG, IDAHO 83440NEW BUILDING FOR:SLH
2022-006
PDH BEEHIVE FCU - NORTH REXBURG4/5/23 DETAILS 2C9.00
6" VERTICAL CURB
ISPWC SD - 701
NTS
CONCRETE SIDEWALK
ISPWC SD - 709
NTS
APPROVED BY ________________________DATE:____________
City of REXBURG
4/5/2023
DRAWING NO.:
CHECKED BY:
DRAWN BY:
DATE:
PROJECT NO.:
REVISIONSPROJECT:SHEET TITLE:CORNER OF 2ND EAST AND MOODY RD.REXBURG, IDAHO 83440NEW BUILDING FOR:SLH
2022-006
PDH BEEHIVE FCU - NORTH REXBURG4/5/23 STORMTECH DETAILSC10.0
4/5/2023
S0° 11' 07"W182.25'S89° 43' 56"W
178.00'
N89° 43' 56"E
178.00'N0° 11' 07"E182.25'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 STRAW WATTLE
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.
LEGEND
Concrete Washout
SEDIMENTATION AREA
CONCRETE WASHOUT
INLET PROTECTION
INLET
PROTECTION
INLET
PROTECTION
MATERIAL
STORAGE AREA
COMBINATION STAGING AREA &
VEHICLE FUEL & CLEANING
STABILIZE CONSTRUCTION
ENTRANCE/EXIST
AREA TO BE DISTURBED
SILT FENCE
OR STRAW WATTLE
Concrete Washout
CONCRETE WASHOUT AREA
SEDIMENTATION AREA
THIS IS NOT A FULL
SWPPP. 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.
INLET
PROTECTION
INLET
PROTECTION
OUTHOUSE
SWPPP SIGN
SWPPP
PROJECT:
CONTRACTOR:
PLAN LOCATION: ONSITE
CONTACT:
SWPPP
PROJECT:
CONTRACTOR:
PLAN LOCATION:
CONTACT:
DRAWING NO.:
CHECKED BY:
DRAWN BY:
DATE:
PROJECT NO.:
REVISIONSPROJECT:SHEET TITLE:CORNER OF 2ND EAST AND MOODY RD.REXBURG, IDAHO 83440NEW BUILDING FOR:SLH
2022-006
PDH BEEHIVE FCU - NORTH REXBURG4/5/23 EROSION CONTROLC11.0
4/5/2023
1L1.52L1.53L1.54L1.54L1.55L1.5TYP.TYP.TYP.TYP.TYP.TYP.3L1.5DRAWING NO.:CHECKED BY:DRAWN BY:DATE:PROJECT NO.:REVISIONSPROJECT:
SHEET TITLE:
CORNER OF 2ND EAST AND MOODY RD.
NEW BUILDING FOR:
BEEHIVE FCU - NORTH REXBURG22021 BLD #23014MARCH 2023JBCPREXBURG, IDAHO 83440
www.breckonlanddesign.com
Fax: 208-376-6528
Phone:208-376-5153
6661 North Glenwood Street
Garden City, Idaho 83714
CALL 2 BUSINESS DAYS
IN ADVANCE BEFORE
YOU DIG, GRADE, OR
EXCAVATE FOR THE
MARKING OF
UNDERGROUND
MEMBER UTILITIES
Call before you dig.
Know what's below .
R
DRAWING NO.:CHECKED BY:DRAWN BY:DATE:PROJECT NO.:REVISIONSPROJECT:
SHEET TITLE:
CORNER OF 2ND EAST AND MOODY RD.
NEW BUILDING FOR:
BEEHIVE FCU - NORTH REXBURG22021 BLD #23014MARCH 2023JBCPREXBURG, IDAHO 83440
www.breckonlanddesign.com
Fax: 208-376-6528
Phone: 208-376-5153
6661 North Glenwood Street
Garden City, Idaho 83714
CALL 2 BUSINESS DAYS
IN ADVANCE BEFORE
YOU DIG, GRADE, OR
EXCAVATE FOR THE
MARKING OF
UNDERGROUND
MEMBER UTILITIES
Call before you dig.
Know what's below .
5127(6 3(5(11,$/ *5281'&29(53/$17,1*6(&7,213/$1 9,(:6+58% 3/$17,1*'(&,'8286 75(( 3/$17,1*(;758'(' &21&5(7(('*,1*%28/'(5 ,167$//$7,21
POC2"3"3"112"3"3"3"8"3L2.6TYP.17L2.5TYP.2L2.6TYP.8L2.5TYP.15L2.5TYP.16L2.5TYP.5L2.57L2.53L2.5TYP.10L2.5TYP.4L2.5TYP.CSSDFSEEEEEEEDCSSFSPOC8"DRAWING NO.:CHECKED BY:DRAWN BY:DATE:PROJECT NO.:REVISIONSPROJECT:
SHEET TITLE:
CORNER OF 2ND EAST AND MOODY RD.
NEW BUILDING FOR:
BEEHIVE FCU - NORTH REXBURG22021 BLD #23014MARCH 2023JBCPREXBURG, IDAHO 83440
www.breckonlanddesign.com
Fax: 208-376-6528
Phone: 208-376-5153
6661 North Glenwood Street
Garden City, Idaho 83714
CALL 2 BUSINESS DAYS
IN ADVANCE BEFORE
YOU DIG, GRADE, OR
EXCAVATE FOR THE
MARKING OF
UNDERGROUND
MEMBER UTILITIES
Call before you dig.
Know what's below .
R IRRIGATION NOTESSYSTEM OPERATIONAL NOTESDRIP IRRIGATION NOTES
DRAWING NO.:CHECKED BY:DRAWN BY:DATE:PROJECT NO.:REVISIONSPROJECT:
SHEET TITLE:
CORNER OF 2ND EAST AND MOODY RD.
NEW BUILDING FOR:
BEEHIVE FCU - NORTH REXBURG22021 BLD #23014MARCH 2023JBCPREXBURG, IDAHO 83440
www.breckonlanddesign.com
Fax: 208-376-6528
Phone: 208-376-5153
6661 North Glenwood Street
Garden City, Idaho 83714
CALL 2 BUSINESS DAYS
IN ADVANCE BEFORE
YOU DIG, GRADE, OR
EXCAVATE FOR THE
MARKING OF
UNDERGROUND
MEMBER UTILITIES
Call before you dig.
Know what's below .
50$18$/ /,1( )/86+,1* 9$/9( 3/80%(' 72 78%,1*127( 7(&+/,1( 67$57 &211(&7,217(&+/,1( 68%*5$'( ,167$//$7,2175(1&+ 6(&7,2148,&. &283/(5 9$/9((&2 ,1',&$725635$< +($' 32383 635,1./(562/$5 6<1& ,167$/$7,21,62/$7,21 9$/9($8720$7,& ,55,*$7,21&21752//(5127( 127( 7(&+/,1( /$<287127( '5,3/,1( /$<287$7 75((6)/2: 6(1625127( )/2: 6(1625 $1'0$67(5 9$/9( /$<287127( 127( 0$18$/ '5$,1 9$/9( 52725 32383 635,1./(50$67(5 9$/9(127(
DRAWING NO.:CHECKED BY:DRAWN BY:DATE:PROJECT NO.:REVISIONSPROJECT:
SHEET TITLE:
CORNER OF 2ND EAST AND MOODY RD.
NEW BUILDING FOR:
BEEHIVE FCU - NORTH REXBURG22021 BLD #23014MARCH 2023JBCPREXBURG, IDAHO 83440
www.breckonlanddesign.com
Fax: 208-376-6528
Phone: 208-376-5153
6661 North Glenwood Street
Garden City, Idaho 83714
CALL 2 BUSINESS DAYS
IN ADVANCE BEFORE
YOU DIG, GRADE, OR
EXCAVATE FOR THE
MARKING OF
UNDERGROUND
MEMBER UTILITIES
Call before you dig.
Know what's below .
55(027( &21752/ 9$/9(:,7+ ),/7(5127( 5(027( &21752/ 9$/9(127( +$5'6&$3( &5266,1*75(1&+ 6(&7,21127(
20'-0"25'-0"20'-0"46'-6"66'-6"25'-0"20'-0"(TYP.)9'-5"8'-7"26'-0"26'-0"67'-5"20'-0"86'-6"158'-0"10'-0"
10'-10"10'-0"10'-7"6'-0"5'-0"8'-10"10'-0"35'-6"36'-0"
5'-0"
22'-0"65'-7 1/2"12'-4"
10'-0"(TYP.)R7.5'R
7
.
5
'
6'-0"6'-0"6'-6"15'-6"9'-0"2'-0"9'-0"2'-0"9'-0"3'-6"10'-0"32'-2"1'-11"1'-11"4'-0"(TYP.)19'-6"15'-8"12'-10"8'-1 1/2"5'-0"6'-6"11'-0"5'-0"13'-9"24"30"30"10'-0"4'-0"10'-0"10'-0"R10.0'SITE PLAN - HORIZONTAL CONTROLDRAWING NO.:CHECKED BY:DRAWN BY:DATE:PROJECT NO.:REVISIONSPROJECT:
SHEET TITLE:
BEEHIVE FCU - NORTH REXBURG
CORNER OF 2ND EAST AND MOODY RD.
REXBURG, IDAHO 83440
NEW BUILDING FOR:GLN22021APRIL 2023CJR04-06-2023NSCALE:SITE PLAN1" = 10'-0"SP1.1
DRAWING NO.:CHECKED BY:DRAWN BY:DATE:PROJECT NO.:REVISIONSPROJECT:
SHEET TITLE:
BEEHIVE FCU - NORTH REXBURG
CORNER OF 2ND EAST AND MOODY RD.
REXBURG, IDAHO 83440
NEW BUILDING FOR:GLN22021APRIL 2023CJR04-06-2023SP2.1SITE DETAILS
DRAWING NO.:CHECKED BY:DRAWN BY:DATE:PROJECT NO.:REVISIONSPROJECT:
SHEET TITLE:
BEEHIVE FCU - NORTH REXBURG
CORNER OF 2ND EAST AND MOODY RD.
REXBURG, IDAHO 83440
NEW BUILDING FOR:GLN22021APRIL 2023CJR04-06-2023SP2.2SITE DETAILSCJR
SCALE:1/2" = 1'-0"SCALE:3/16" = 1'-0"SCALE:SCALE:1/2" = 1'-0"SCALE:N.T.S.SCALE:N.T.S.SCALE:N.T.S.NOTE 2LANDINGNOTE 2CONCRETECURBNOTE 15% MAX.DN5%
M
A
X
.DNSCALE:SCALE:SCALE:N.T.S.SCALE:1 1/2" = 1'-0"SCALE:DRAWING NO.:CHECKED BY:DRAWN BY:DATE:PROJECT NO.:REVISIONSPROJECT:
SHEET TITLE:
BEEHIVE FCU - NORTH REXBURG
CORNER OF 2ND EAST AND MOODY RD.
REXBURG, IDAHO 83440
NEW BUILDING FOR:GLN22021APRIL 2023CJR04-06-2023SP2.3SITE DETAILS
6.4A6.6B4.4A6.6C6.6D6.6E6.6F6.6G6 3/4"4 3/4"BRICK VENEER3/4" AIR SPACE7/16" WOOD SHEATHING U.N.O. IN DETAILS3 5/8" 1 1/4"4 7/8"5/8" GYPSUM BOARD2X4 WOOD STUDS 5/8" GYPSUM BOARD2X6 WOOD STUDS5/8" GYPSUM BOARD2X6 WOOD STUDSBRICK VENEERAIR SPACE3 5/8"1 1/8"6 5/8"11 3/8"AIR BARRIERR-21 INSULATIONVAPOR BARRIER5/8" GYPSUM BOARD2X6 WOOD STUDSMANUFACTURED STONE VENEERAIR SPACEAIR BARRIERR-21 INSULATIONVAPOR BARRIER3 5/8"1 1/8"6 5/8"11 3/8"2X6 WOOD STUDSMANUFACTURED STONE VENEERAIR SPACEAIR BARRIERR-21 INSULATIONVAPOR BARRIER1'-3 5/8"3 5/8"15/16"6 1/2"15/16"3 5/8"INTERIOREXTERIOR2X6 WOOD STUDSBRICK VENEERAIR SPACEAIR BARRIERR-21 INSULATIONVAPOR BARRIERINTERIOREXTERIOR3 5/8"15/16"6 1/2"15/16"3 5/8"1'-3 5/8"2X6 WOOD STUDSBRICK VENEERAIR SPACEAIR BARRIERR-21 INSULATIONVAPOR BARRIERINTERIOREXTERIORMANUFACTURED STONE VENEER3 5/8"15/16"6 1/2"15/16"3 5/8"1'-3 5/8"7/16" WOOD SHEATHING5.6ABRICK VENEERAIR SPACE3 5/8" 6 3/8"10"6" CMUMANUFACTURED STONE VENEERAIR SPACE6" CMU5.6B6.6B7 1/4"5/8" GYPSUM BOARD2X6 WOOD STUDS7/16" SHEATHING - SEE STRUCTURALTILE OVER 5/8" BACKER BOARD - WHERE OCCURSTILE OVER 5/8" BACKER BOARD - WHERE OCCURS3 5/8" 6 3/8"10"7/16" WOOD SHEATHING7/16" WOOD SHEATHING7/16" WOOD SHEATHING7/16" WOOD SHEATHINGR-21 INSULATIONR-21 INSULATIONR-15 INSULATIONR015/8" GYPSUM BOARDVAPOR BARRIERFILLED WITH BATT INSULATION - R-49 MIN.OPEN WEB BARREL WOOD TRUSS5/8" SHEATHINGSTANDING SEAM METAL ROOF - RADIUS ROOFING UNDERLAYMENTR025/8" GYPSUM BOARDVAPOR BARRIERFILLED WITH INSULATION -R-49 MIN.ROOF JOIST5/8" SHEATHINGSTANDING SEAM METAL ROOF ROOFING UNDERLAYMENTR03PRE-FINISHED METAL SOFFITWOOD TRUSS 1/2" COVER BOARDSINGLE PLY MEMBRANE5/8" WOOD SHEATHING1/2" WOOD SHEATHINGR041/2" GYPSUM BOARDVAPOR BARRIERFILLED WITH IGNITION BARRIER SPRAY FOAM INSULATION - R-49 MIN.9 1/2" TJI ROOF JOIST5/8" SHEATHINGSTANDING SEAM METAL ROOF ROOFING UNDERLAYMENTIDAHOFALLS,OHADILEAR-985896TAFFTEOFINLGESOSHLADITNOORENCIESADCIETHCPROJECT NO.DATE:DRAWN BY:CHECKED BY:DRAWING NO.:REVISIONSPROJECT:SHEET TITLE:04/06/20234/6/2023 1:33:52 PM N:\Projects\Other\Beehive North Rexburg Branch - New Bldg - 22021\CAD\Drawings\Beehive FCU North Rexburg v_23.rvtA1.022021BEEHIVE FCU - NORTH REXBURGCORNER OF 2ND EAST AND MOODY RD.WALL AND ROOF TYPESMARCH 2023NEW BUILDING FOR:REXBURG, IDAHO 83440CJRGLNSCALE:1 1/2" = 1'-0"WALL TYPESSCALE: 1 1/2" = 1'-0"ROOF TYPEWALL TYPES MAY NOT BE CONSISTENT ACROSS THE FULL LENGTH OR HEIGHT OF EACH WALL. SEE WALL TAGS, ELEVATIONS, AND WALL SECTIONS FOR EACH WALL TO DETERMINE FINAL HORIZONTAL AND VERTICAL SUBSTRATE TRANSITIONS AND WALL FINISHES. SHEATHING THICKNESS CALLED FOR BY STRUCTURAL DRAWINGS SHALL GOVERN. VERIFY WALL SIDE INSTALLATION WITH SHEET S2.1 AND S2.2.