HomeMy WebLinkAboutPLANS 10-12-2023 - 23-00693 - Sterling Medical - New Commercial BldgSITE MAP
VICINITY MAP
C-09Date:
CONNECT ENGINEERING
APPROVAL SIGNATURES:
of
DEVELOPMENT DRAWINGS FOR:
STATE MAP
SHEET NO.
Date:
The Civil Connection
2295 N YELLOWSTONE HWY, UNIT 6,
IDAHO FALLS, ID 83401
208.881.0081
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PRELIMINARY FOR
REVIEW ONLY
STERLING MEDICAL CENTER
REXBURG, ID
CITY OF REXBURG
Date:DEPARTMENT OF ENVIRONMENTAL QUALITY
C-01
MOODY RD
2N
D
S
T
Sheet List Table
Sheet Number Sheet Title
C-1 COVER
C-2 NOTES
C-3 REFERENCE SHEET
C-4 EXISTING CONDITIONS
C-5 SITE PLAN
C-6 SOUTH DRIVE AISLE
C-7 STORM WATER RETENTIN PLAN
C-8 BEST MANAGEMENT PRACTICES
C-9 BEST MANAGEMENT DETAILS
REXBURG
CHECK BY
SHEETS
DRAWN BY
JOB NO:
OF
SHEET
BWBTJT
SHEET NAME:
PROJECT:
LOCATION:
23-052
DATEREVISIONS
NOTES
STERLING MEDICAL CENTER
REXBURG, ID C-09
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:
VERTICAL EXAGGERATION:
PROJECT CONTACT:
TJ TOGIAI & BARRY BAME
CONNECT ENGINEERING
208-881-0081
DATE:October 12, 2023
24" X 36" (ARCH D)PRELIMINARY NOT
FOR CONSTRUCTION
C-02
N/A
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
STARLIGHT
1525 SHERRY DR.
IDAHO FALLS, ID 83403
(208) 523-4567
GENERAL NOTES
1.All materials, workmanship, and construction of site improvements shall meet or exceed the work standards and
specifications set forth by the CITY OF REXBURG standard specifications and drawings, and 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 on CITY OF IDAHO FALLS std. dwgs.
6.CONNECT ENGINEERING will provide one (1) set of construction stakes for each of the following items: water main lines, fire
hydrants, and service connections.
7.Contractor to field verify all valve box lid elevations to assure that said lid elevations match final street grade.
8.The paving contractor shall be responsible for constructing concrete collars and final adjustments of water valves to grade.
9.Pipes laid on a curve: the maximum joint deflection shall be 5 percent or the manufacturer's recommendation, whichever is less.
10.The developer will test the compaction of the water pipeline bedding in accordance with the ISPWC specifications construction
inspection policy. Testing will be done by an outside testing laboratory. The cost of this service shall be paid by the developer.
However, if the test fails, the cost of the test and any retesting shall be paid by the water contractor. The contractor shall
coordinate with the developer's engineer and testing laboratory to schedule the tests, his backfilling, and pipe laying operation.
11.The developer's engineer shall be present during all testing of the water line.
12.The horizontal separation of the water and sanitary sewer, or storm drain shall be a minimum of ten (10) feet.
13.The water line construction shall conform to the depth of public health and welfare regulations of public drinking. A minimum of
5-foot cover for water lines water systems and disinfection specifications shall be kept.
14.Fire hydrants or temporary blow-offs shall be installed on dead-end water lines.
15.Water lines shall not exceed 8' in depth from finished grade.
16.At all times, when laying pipe is not in progress, open ends of the pipe shall be closed by a watertight plug or other approved
means. At the close of the day's work, or whenever workmen are absent from the job, the end of the last laid section shall be
plugged, capped, or tightly closed to prevent entry of foreign material.
17.All water main fittings to be mechanical joint; no flanged fittings.
18.A minimum of 18" vertical clearance must exist between potable and non-potable lines.
19.Fire hydrants shall be Clow Medallion or Waterous Pacer. Any other type shall be up to the CITY OF REXBURG to approve or
reject. All fire hydrants shall be painted red.
20.Install No. 12AWG copper locating wire with insulation on all water pipe and water service lines. Utilize epoxy splice kits.
SEWER NOTES
1.Prior to construction, it shall be the responsibility of the contractor to inform all the utility companies of the construction
schedule.
2.All existing utility locations and depths are approximate and shall be verified by the contractor.
3.All elevations are based on the USED DATUM.
4.Manhole rim elevations as shown on the Construction Drawings are approximate. The manhole frames and covers shall
be constructed in accordance with the CITY OF REXBURG Standard Drawings. Rim elevations shall be determined by the
engineer in the field during construction.
5.Contractor shall repave any existing paved streets disturbed during construction.
6.Retain and protect all irrigation and drainage crossings. The contractor shall coordinate with the owner and the Rexburg
Irrigation Company (208-356-5251) for the inspection of the exposed irrigation and/or drainage pipe crossings. If existing
pipes are damaged, the affected pipe will be replaced by the contractor.
7.The developer's engineer shall be present during all testing of the sewer construction.
8.Retain and protect existing curb, gutter and sidewalk. if removal is necessary, replacement shall be incidental to project.
9.The following type and class of pipe will be permitted: gravity pipe shall conform to ASTM D-3034, PVC, SDR 35, or other
pipe approved in the CITY OF REXBURG Standards.
10.All work shall be constructed to the CITY OF REXBURG Standards. All work shall be approved by the CITY OF
REXBURG.
11.Sanitary sewer manhole cones shall be set a maximum of one (1) foot below specified ring elevations by sewer contractor.
All remaining manhole materials, other than concrete collars necessary to construct manhole to finished grade, shall be
furnished by the sewer contractor for placement at finished grade by street paving contractor. All materials for concrete
around manhole rings shall be supplied and constructed to finished grade by street contractor. The owner's engineer shall
be contacted 24 hours prior to placing concrete collars.
12.The trench backfill above the pipe zone will be inspected by the owner's engineer in accordance with the latest edition of
the Idaho Standards for Public Works Construction Specifications and the CITY OF REXBURG Standards and
Specifications.
13.Where PVC is utilized, a rubber ring or approved equivalent is to be installed where the pipe is in contact with manhole
base and/or manhole channel in order to ensure a watertight seal.
14.Where it is necessary for sewer and water to cross each other and the sewer line is above or less than 18 inches below the
water main, the sewer line crossing shall be either:
a. Non-Potable pipeline construction with potable water class pie for a minimum of ten (10) feet either side of
potable pipeline with a single twenty (20) feet section of potable water class pipe centered on the crossing; or
b. Sleeve non-potable or potable pipeline with potable water class pipe ten (10) feet either side of crossing.
Use of hydraulic cementitous materials such as concrete, controlled density fill, and concrete slurry
encasement is not allowed as a substitute for sleeving.
If potable pipeline is below non-potable pipeline the non-potable pipeline must also be supported through the
crossing to prevent settling.
15.Where the sewer main depth will allow, all sewer service lines shall be constructed to a depth of 9.5' at property line. The
contractor shall use 4" diameter PVC pipe or approved equivalent for all service lines. All sewer service lines shall be
constructed at a minimum grade of 1%.
16.Sewer service lines shall be 4" PVC and constructed to a point 15' inside the front lot line as shown. Except where
otherwise located, the sewer service lines shall be constructed as shown on plan.
17.The horizontal separation of the water and sewer mains shall be a minimum of ten (10) feet.
18.Contractor shall notify the CITY OF REXBURG City Engineer and the developer's engineer 48 hours in advance of
construction.
19.Water levels shall be maintained below the trench bottom during the pipe laying and joining operation. The dewatering
method shall be discussed with the engineer and approved prior to construction. Ditches and storm
drain facilities that are silted up due to the contractor's dewatering shall be cleaned and restored to their original
state.
20.Contractor shall locate and protect all underground utilities during construction.
21.The developer shall test the compaction of the sewer pipeline bedding in accordance with the the ISPWC specifications,
and will be done by an outside testing laboratory. The cost of this service shall be paid by the developer. However, if the
test fails, the cost of the test and any retesting shall be paid by the
contractor. The contractor shall coordinate with the developer's engineer and the testing laboratory to
schedule the tests, backfilling, and pipe laying operation.
22.After all utilities are constructed and just prior to paving, the contractor shall perform an air test on the sewer system. The
developer's engineer shall be present to witness the test.The contractor shall contact the engineer 24 hours prior to testing.
City of REXBURG requires low pressure air or hydrostatic testing, mandrel, and CCTV inspection of the completed sewer.
23.The contractor shall leave the excavation for the upstream end of all service lines open for field verification of the invert
elevation by the engineer's inspector. The contractor shall not backfill the ends of service lines until he has obtained
approval from the engineer's inspector or made other arrangements for verification of service line invert elevations.
24.Service and main piping shall be in accordance with ASTM 3034 and shall be SDR 35 or greater plastic pipe or
approved equal.
25.Service wyes shall be installed per the CITY OF REXBURG Standards.
26.Backfill compaction of drop manholes shall not be accepted without full time inspection by developer's engineer during
compaction work.
27.At all times, when laying pipe is not in progress, open ends of the pipe shall be closed by a watertight plug or other
approved means. At the close of the day's work, or whenever workmen are absent from the job, the end of the last laid
section shall be plugged, capped, or tightly closed to prevent entry of foreign material.
28.All visible leaks shall be repaired - even if the leakage is below allowable limits.
29.The developer's engineer shall be present during all testing of the sewer line.
30.A minimum of 18" vertical clearance must exist between potable and non-potable lines.
ELECTRICAL NOTES
1.All new electrical facilities shall be constructed in accordance with the current Rocky Mountain Power Service Policy. Each
utility shall be constructed to its own policy.
2.Electrical sectionalizing cabinets and bases (when required) will be provided by Rocky Mountain Power but shall be installed
by the Developer/Contractor.
3.All primary and secondary conduits shall be provided and installed by the Developer/Contractor. All electrical conduits and
36" radius elbows shall be schedule 40 pvc.
4.The minimum power trench depth shall be 54" below finished grade. (Conduit to be installed 48" below finish grade).
Including 6" of sand bedding below and above top of conduits.
5.Primary and secondary conduit depths can be reduced to 18" of cover below finished grade with approval by Rocky
Mountain Power. Rigid galvanized steel conduit must be provided and installed by the Developer/Contractor in a trench that
is less than 48" deep.
6.The Contractor shall retain and protect all existing City power poles and electrical facilities during construction except those
facilities shown to be relocated or moved per Rocky Mountain Power contractors map.
7.Coordinate all electrical construction with Rocky Mountain Power.
8.Owner shall bear all costs to relocate or remove existing power poles, light poles, anchor guys, and miscellaneous electrical
facilities, except those facilities inside city rights of way.
9.The Owner/Developer shall provide all trenching, conduit and concrete light pole foundations for street illumination along all
Public Right of Way as per Rocky Mountain Power current service policy. In addition, Owner/Developer shall purchase street
light assembly provided and installed by Rocky Mountain Power.
10.If applicable, see Rocky Mountain Power Electrical site plan for off-site electrical and fiber optic facilities, layout, and
installation details.
11.With exception of conduit crossing, contractor shall install curb and gutter prior to power trench and conduit installation or
(with Rocky Mountain Power approval) centerline of trench may be staked with cut/fill to bottom of trench at all grade breaks
and hubs at 25' intervals and offset stakes at all transformers, switch cabinets, secondary pedestals etc.
12.Contact Rocky Mountain Power prior to construction.
STREET SIGNING
1. All road striping and traffic signing shall be designed, constructed, and placed according to the current Manual of
Uniform Traffic Control Devices (MUTCD) with the following exceptions:
1.1.All Stop and Yield signs used in any subdivision shall be a minimum 30" X 30", engineer grade sheeting is not allowed.
1.2.All Road Name and Street signs shall have a minimum 4" legend. Both background and legend shall be retro-reflective.
Standard colors are white legend and green background except private roads, which will have a blue background.
1.3.Substrate material shall be aluminum; no fiberglass or plastic will be accepted.
1.4.The minimum size for Speed Limit Signs shall be 24"W X 30"L with black legend on white background.
1.5.Posts shall be metal and shall be anchored with a "soil type" anchor. No concrete shall be used as an anchor. Posts
shall be 2" X 2" square and must meet break-a-way standards of the State of Idaho. No U-channel shall be used.
1.6.The minimum height of signs shall be 6' from the road surface to the bottom of the sign.
1.7.Maintenance of all street and traffic signs will be the responsibility of the developer until the streets are officially
accepted for maintenance by the CITY OF REXBURG.
NOTE:
NOT ALL HATCHES, LINETYPES,
REFERENCES, AND SYMBOLS ON THIS
SHEET ARE INCLUDED IN THIS PLAN SET.
ASPHALT SECTION
6" DEPTH CRUSHED 3 4" MINUS
AGGREGATE LEVELING COURSE
COMPACTED TO 95% ASTM D698
18" DEPTH UNCRUSHED
AGGREGATE SUBBASE COURSE
COMPACTED TO 95% ASTM D698
SUBGRADE EARTH COMPACTED
TO 95% ASTM D698
3" DEPTH ASPHALT PLANT MIX
5.00'
4"
M
I
N
.
COMPACTED
SUB-GRADE 1'
-
6
"
R=
1
'
-
0
"
PARKING LOT
2 - #4 REBAR EVENLY
SPACED
6"
6"
NTS
INTEGRAL SIDEWALK
2.00%
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
BUILDINGS
GAS LINE
COMMUNICATION COMMUNICATIONS
STREET RIGHT-OF-WAY (ROW)
EASEMENT LINE
LOT LINE
GRADE BREAK
IRRIGATION IRRIGATION
PRESSURE IRRIGATION PRESSURE IRRIGATION
CHECK BY
SHEETS
DRAWN BY
JOB NO:
OF
SHEET
BWBTJT
SHEET NAME:
PROJECT:
LOCATION:
23-052
DATEREVISIONS
REFERENCE SHEET
STERLING MEDICAL CENTER
REXBURG, ID C-09
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:
VERTICAL EXAGGERATION:
PROJECT CONTACT:
TJ TOGIAI & BARRY BAME
CONNECT ENGINEERING
208-881-0081
DATE:October 12, 2023
24" X 36" (ARCH D)PRELIMINARY NOT
FOR CONSTRUCTION
C-03
N/A
**ISPWC = IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION**
REFERENCES
100-1 RETAIN AND PROTECT
403-1 FIRE HYDRANT-DETAIL PER ISPWC AND CITY OF
REXBURG SUPPLEMENTAL SPECIFICATIONS TO THE
ISPWC PER ISPWC SD-404
402-6 INSTALL 6" WATER VALVE PER ISPWC AND CITY OF REXBURG
SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC.
PER ISPWC SD - 406
404-1.5 INSTALL 1.5" WATER SERVICE WITH METER PIT INCLUDING
METER PER ISPWC AND CITY OF REXBURG SUPPLEMENTAL
SPECIFICATIONS TO THE ISPWC. PER ISPWC SD-402 AND
REXBURG STANDARD DRAWING.
501-8 INSTALL 8" SDR 35 SANITARY SEWER PIPE @ 0.4% MIN.
502-1 INSTALL 4' SS MH PER ISPWC SD-501
504-4 INSTALL 4" SDR 35 SANITARY SEWER SERVICE @ 2% MIN SLOPE
TO EASEMENT PER ISPWC-511
601-12 INSTALL 12" ADS N 12 STORM PIPE @ 0.22% MIN SLOPE
602-1
602-2 INSTALL CATCH BASIN TYPE I PER ISPWC SD-601
706-1
706-R1 INSTALL ADA PEDESTRIAN RAMP W/DETECTABLE WARNING DOMES
PER CITY OF REXBURG STANDARD
706-S2 INSTALL INTEGRAL CONCRETE SIDE WALK PER DETAIL THIS SHEET
706-T1 INSTALL TRASH ENCLOSURE PER CITY OF REXBURG STANDARD
706-2 INSTALL 6" LIP DOWN CURB AND GUTTER PER ISPWC SD - 701
706-D1 INSTALL CURB DRAIN PER ISPWC SD-715
INSTALL SD MANHOLE TYPE A WITH REGULAR LID PER
ISPWC-612
RETAIN AND PROTECT
EARTHWORK
402-8 INSTALL 8" WATER VALVE PER ISPWC AND CITY OF REXBURG
SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC.
PER ISPWC SD - 406
402-12 INSTALL 12" WATER VALVE PER ISPWC AND CITY OF REXBURG
SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC.
PER ISPWC SD - 406
404-1 INSTALL 1" WATER SERVICE WITH METER PIT INCLUDING METER
PER ISPWC AND CITY OF REXBURG SUPPLEMENTAL
SPECIFICATIONS TO THE ISPWC. PER ISPWC SD-401 AND
REXBURG STANDARD DRAWING.
SEWER
501-12 INSTALL 12" SDR 35 SANITARY SEWER PIPE @ 0.22% MIN.
STORM
CONCRETE
505-6 INSTALL 6" C-900 PRESSURIZED SANITARY SEWER
1102-1 INSTALL STREET LIGHT PER CITY OF REXBURG STANDARD DETAIL
SHEETS 9 AND 10
TRAFFIC SIGNAL AND
STREET LIGHTING
1103-1 INSTALL STOP SIGN AND STREET SIGNS PER MUTCD STD.
404-2 INSTALL 2" WATER SERVICE WITH METER PIT INCLUDING METER
PER ISPWC AND CITY OF REXBURG SUPPLEMENTAL
SPECIFICATIONS TO THE ISPWC. PER SD-402 AND REXBURG
STANDARD DRAWING
706-A1
706-S1 INSTALL 4" CONCRETE SIDEWALK PER ISPWC SD-709
506-6.90 INSTALL 6" 90° PRESSURE SEWER BEND WITH THRUST BLOCK PER
ISPWC SD - 403
601-36 INSTALL 36" ADS N 12 STORM PIPE @ 0.05% MIN SLOPE
INSTALL INFILTRATION MANHOLE PER CITY OF REXBURG
INFILTRATOR DETAIL
602-3
200-1 SAW-CUT LINE AND ASPHALT REMOVAL AND UTILITY TRENCH
PER CITY OF REXBURG TRENCH DETAIL SHEET 8
401-8 INSTALL 8" WATER PIPE C-50 DI @ 5' MINIMUM COVER
PER ISPWC AND CITY OF REXBURG SUPPLEMENTAL
SPECIFICATIONS TO THE ISPWC.
401-6 INSTALL 6" WATER PIPE C-50 DI @ 5' MINIMUM COVER
PER ISPWC AND CITY OF REXBURG SUPPLEMENTAL
SPECIFICATIONS TO THE ISPWC.
401-8.90 INSTALL 8" 90° BEND WITH THRUST BLOCK PER ISPWC SD - 403
401-8.8.6 INSTALL 8"x8"x6" TEE WITH THRUST BLOCK PER ISPWC SD - 403
401-8.6 INSTALL 8" TO 6" C50-DI REDUCER WITH THRUST BLOCK PER ISPWC
SD - 403
WATER
401-10 INSTALL 10" WATER PIPE C-50 DI @ 5' MINIMUM COVER
PER ISPWC AND CITY OF REXBURG SUPPLEMENTAL
SPECIFICATIONS TO THE ISPWC.
401-12 INSTALL 12" WATER PIPE C-50 DI @ 5' MINIMUM COVER
PER ISPWC AND CITY OF REXBURG SUPPLEMENTAL
SPECIFICATIONS TO THE ISPWC.
401-8.8.8 INSTALL 8"x8"x8" TEE WITH THRUST BLOCK PER ISPWC SD - 403
401-6.6.6 INSTALL 6"x6"x6" TEE WITH THRUST BLOCK PER ISPWC SD - 403
401-12.12.12 INSTALL 12"x12"x12" TEE WITH THRUST BLOCK PER ISPWC SD - 403
401-6.90 INSTALL 6" 90° BEND WITH THRUST BLOCK PER ISPWC SD - 403
401-6.11 INSTALL 6" 11.25° BEND WITH THRUST BLOCK PER ISPWC SD - 403
401-6.22 INSTALL 6" 22.5° BEND WITH THRUST BLOCK PER ISPWC SD - 403
401-6.45 INSTALL 6" 45° BEND WITH THRUST BLOCK PER ISPWC SD - 403
401-8.11 INSTALL 8" 11.25° BEND WITH THRUST BLOCK PER ISPWC SD - 403
401-8.22 INSTALL 8" 22.5° BEND WITH THRUST BLOCK PER ISPWC SD - 403
401-8.45 INSTALL 8" 45° BEND WITH THRUST BLOCK PER ISPWC SD - 403
401-12.12.6 INSTALL 12"x12"x6" TEE WITH THRUST BLOCK PER ISPWC SD - 403
401-12.12.8 INSTALL 12"x12"x8" TEE WITH THRUST BLOCK PER ISPWC SD - 403
407-18 MAINTAIN MINIMUM 18" VERTICAL SEPARATION DISTANCE
BETWEEN POTABLE AND NON-POTABLE WATER LINES OR
FOLLOW PIPE AND SLEEVING REQUIREMENTS AS OUTLINED IN
ISPWC STD. DWG. SD-407.
PRESSURE IRRIGATION
INSTALL 4" PRESSURIZED IRRIGATION LINE PVC C-900 @ 3' MIN COVER901-4
INSTALL 6" PRESSURIZED IRRIGATION LINE PVC C-900 @ 3' MIN COVER901-6
INSTALL 8" PRESSURIZED IRRIGATION LINE PVC C-900 @ 3' MIN COVER901-8
INSTALL 4" 11.25° PRESSURE IRRIGATION BEND WITH THRUST BLOCK
PER ISPWC SD-403
901-4.11
INSTALL 4" 22.5° PRESSURE IRRIGATION BEND WITH THRUST BLOCK
PER ISPWC SD-403
901-4.22
INSTALL 4"x4"x4" PRESSURE IRRIGATION TEE WITH THRUST BLOCK
PER ISPWC SD-403
901-4.4.4
INSTALL 6"x6"x4" PRESSURE IRRIGATION TEE WITH THRUST BLOCK
PER ISPWC SD-403
901-6.6.4
INSTALL 6" 11.25° PRESSURE IRRIGATION BEND WITH THRUST BLOCK
PER ISPWC SD-403
901-6.11
INSTALL 8" 11.25° PRESSURE IRRIGATION BEND WITH THRUST BLOCK
PER ISPWC SD-403
901-8.11
INSTALL 8" x 6" PRESSURE IRRIGATION REDUCER WITH THRUST
BLOCK PER ISPWC SD-403
901-8.6
INSTALL 6" x 4" PRESSURE IRRIGATION REDUCER WITH THRUST
BLOCK PER ISPWC SD-403
901-6.4
INSTALL 8"x8"x4" PRESSURE IRRIGATION TEE WITH THRUST BLOCK
PER ISPWC SD-403
901-8.8.4
INSTALL 8"x8"x8" PRESSURE IRRIGATION TEE WITH THRUST BLOCK
PER ISPWC SD-403
901-8.8.8
INSTALL 4" VALVE PER ISPWC SD - 406902-4
INSTALL 6" VALVE PER ISPWC SD - 406902-6
INSTALL 8" VALVE PER ISPWC SD - 406902-8
INSTALL 1" IRRIGATION SERVICE WITH VALVE BOX PER REXBURG
STANDARD DRAWING SHEET 13
903-1
706-V1
INSTALL 6" CURB AND GUTTER PER ISPWC SD - 701
INSTALL CONCRETE COMMERCIAL APPROACH ISPWC SD - 710
INSTALL VALLEY GUTTER PER ISPWC SD - 708
DETAILS
706-F1 INSTALL FLUSH CURB PER DETAIL ON THIS SHEET
N8
9
°
4
3
'
4
8
"
E
84
.
1
9
'
L =2 4.4 7 '
R =1 5.5 0 '
D =9 0 °27 '1 9 "
C=S 4 5 °02 '3 2 "E
S0° 11' 07"W
175.28'
N0° 16' 12"W
190.92'
S8
9
°
4
3
'
1
0
"
W
98
.
3
0
'
8.68'
DEDICATED R.O.W.
CHECK BY
SHEETS
DRAWN BY
JOB NO:
OF
SHEET
BWBTJT
SHEET NAME:
PROJECT:
LOCATION:
23-052
DATEREVISIONS
EXISTING CONDITIONS
STERLING MEDICAL CENTER
REXBURG, ID C-09
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:
VERTICAL EXAGGERATION:
PROJECT CONTACT:
TJ TOGIAI & BARRY BAME
CONNECT ENGINEERING
208-881-0081
DATE:October 12, 2023
24" X 36" (ARCH D)PRELIMINARY NOT
FOR CONSTRUCTION
C-04
N/A
15.00'
P.U.E.
MO
O
D
Y
R
D
R.O.W.
ON
L
Y
-2
.
8
0
%
-2
.
7
8
%
1+00 2+00 3+00 3+15L1
4878
4877
4877
4877
-3.53%
-2
.
0
0
%
-2
.
0
0
%
-2
.
0
0
%
-2
.
0
0
%
-1
.
9
6
%
-1.97%
-2
.
0
0
%
-2
.
0
0
%
-1
.
9
6
%
-1.38%
SDMH-1
EXIST SSMH-1
CB-1
Install 39' of 12" ADS N 12 Perforated Storm Pipe @ 0.00%
Install 18' of 12" ADS N 12 Perforated Storm Pipe @ 0.00%
4878.09
TBC-PC
4877.99
TBC-PC
4877.80
TBC-PC
4877.92
TBC-PC
4877.61
TBC-PI4877.61
TBC-PI-LP
4877.05
TBC
4877.48
TBC-PC
4877.26
TBC-PC-LP
4877.11
TOA-MATCH
4876.75
TOA-MATCH
4876.80
TOA
4876.89
TOA
4876.57
EXIST ELV
4877.09
TOA
4877.75
TOA
4877.65
TOA
4877.07
GB
4877.14
GB
4877.30
GB
SSMH-1
100-1
200-1
404-1
504-4
601-12
602-1
602-2
706-1
706-2
706-V1
706-A1
706-S1
SEE SHEET 3 FOR MORE
INFORMATION
404-2
RETAIN AND PROTECT
SAW CUT AND ASPHALT
REMOVAL
1'' WATER SERVICE
2'' WATER SERVICE
4'' SEWER SERVICE
12'' STORM MAIN
STORM MAIN MANHOLE
STORM MAIN CATCH
BASIN
6'' VERTICAL CURB
6'' LIP DOWN CURB
COMMERCIAL APPROACH
5' CONCRETE SIDEWALK
CONCRETE VALLEY
GUTTER
706-S2 INTEGRAL SIDEWALK
706-F1 FLUSH CURB
602-3 INFILTRATION MANHOLE
DATUM ELEV
4860.00
4864
4868
4872
4876
4880
1+00
48
7
7
.
1
48
7
7
.
1
1
48
7
6
.
9
48
7
6
.
8
6
2+00
48
7
6
.
5
48
7
6
.
4
9
48
7
6
.
5
48
7
6
.
5
4
3+00
48
7
6
.
6
48
7
6
.
5
9
3+15
48
7
6
.
6
48
7
6
.
6
0
0.40%-0.82%
PV
I
S
t
a
.
=
1
+
3
2
.
0
8
El
e
v
.
=
4
8
7
6
.
9
9
2
PV
I
S
t
a
.
=
2
+
2
0
.
5
4
El
e
v
.
=
4
8
7
7
.
3
4
6
PV
I
S
t
a
.
=
3
+
1
1
.
5
0
El
e
v
.
=
4
8
7
6
.
5
9
6
0.40%-0.82%
PV
I
S
t
a
.
=
1
+
3
2
.
0
8
El
e
v
.
=
4
8
7
6
.
9
9
2
PV
I
S
t
a
.
=
2
+
2
0
.
5
4
El
e
v
.
=
4
8
7
7
.
3
4
6
PV
I
S
t
a
.
=
3
+
1
1
.
5
0
El
e
v
.
=
4
8
7
6
.
5
9
6
EXIST SSMH-1
Sta.:1+08.96 OFF:-8.08L
Rim:4877.13
INV IN:4861.23
INV IN:4861.23
INV OUT:4861.13
Install 178' of 8" PVC SDR 35 San. Pipe @ 0.40%
Exist 26' of 8" ASTM D-3034 San. Pipe @ 0.40%
Install 164' of 8" DI C-50 WATER Pipe @ 6' Min Cover
EXISTING STUB
EXISTING WATER MAIN
CB-1
GRATE:4876.76
NE INV OUT:4873.76
SDMH-1
Rim:4877.07
SW INV IN:4873.22
N INV IN:4873.32
E INV OUT:4873.12
W INV OUT:4873.12
Install 22' of 12" ADS N 12 Storm Pipe @ 2.47%
Install Hydrant
Flange: 4877.33'
Station: 2+99.35
Offset: 19.373
SSMH-1
Sta.:3+12.44 OFF:-7.61L
Rim:4876.44
INV OUT:4862.05
CHECK BY
SHEETS
DRAWN BY
JOB NO:
OF
SHEET
BWBTJT
SHEET NAME:
PROJECT:
LOCATION:
23-052
DATEREVISIONS
SOUTH DRIVE AISLE
STERLING MEDICAL CENTER
REXBURG, ID C-09
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:
VERTICAL EXAGGERATION:
PROJECT CONTACT:
TJ TOGIAI & BARRY BAME
CONNECT ENGINEERING
208-881-0081
DATE:October 12, 2023
24" X 36" (ARCH D)PRELIMINARY NOT
FOR CONSTRUCTION
C-05
N/A
STUB AND CAP FOR
FUTURE DEVELOPMENT
STUB AND CAP FOR
FUTURE DEVELOPMENT
DESIGN SURFACE
EXISTING
SURFACE
TIE INTO EXISTING WATER LINE.
CONTRACTOR TO VERIFY DEPTH AND
LOCATION PRIOR TO CONSTRUCTION.
TIE INTO EXISTING SANITARY SEWER LINE.
CONTRACTOR TO VERIFY DEPTH AND
LOCATION PRIOR TO CONSTRUCTION.
CONNECT TO EXISTING WATER LINE.
CONTRACTOR TO VERIFY DEPTH AND
LOCATION PRIOR TO CONSTRUCTION.
CONNECT TO EXISTING SANITARY SEWER LINE.
CONTRACTOR TO VERIFY DEPTH AND
LOCATION PRIOR TO CONSTRUCTION.
STUB AND CAP FOR
FUTURE DEVELOPMENT
501-8
401-8
SOUTH DRIVE AISLE PLAN VIEW
SOUTH DRIVE AISLE PROFILE VIEW
706-A1
24
.
0
0
'
706-1602-2
602-3
401-8.8.6.
403-1
402-6
402-8
401-6
502-1
ONLY ONLY
4877.40
TBC
-1
1
.
0
2
%
-5
.
1
5
%
-9.13%
-1.75%
-1.75%
-3.02%
-1
.
9
7
%
-2.17%
-2.32%
-2.54%
-2.05%
-
2
.
6
9
%
-3.
3
2
%
-2.20%
-1.42%
-2.80%
-2.30%
-2.78%
-2.01%
-0
.
4
3
%
-1
.
6
8
%
-3
.
2
3
%
-8
.
2
0
%
-0
.
8
6
%
-1
.
8
7
%
1+
0
0
2+
0
0
L1
4878
48
7
8
4
8
7
8
48
7
8
487
7
4879
4878
4
8
7
7
48
7
7
48
7
7
-3
.
5
3
%
-2
.
7
7
%
-2
.
0
3
%
-2.00%
-2.00%
-2.00%
-2.00%
-1.96%
-1
.
9
7
%
-1
.
9
6
%
4878
-1.96%
-1
.
3
8
%
-1
.
6
3
%
SDMH-1
CB-2
GRATE:4877.08
S INV IN:4873.20
W INV OUT:4873.00
EXIST SSMH-1
CB-1
LANDSCAPE DRAIN-1
GRATE:4877.78
S INV OUT:4874.68
LANDSCAPE DRAIN-2
GRATE:4877.99
E INV OUT:4874.99
LANDSCAPE DRAIN-3
GRATE:4878.00
W INV IN:4874.34
N INV OUT:4874.24
8.68'
DEDICATED R.O.W.
Install 62' of 12" ADS N 12 Perforated Storm Pipe @ 0.00%
Install 39' of 12" ADS N 12 Perforated Storm Pipe @ 0.00%
Install 18' of 12" ADS N 12 Perforated Storm Pipe @ 0.00%
Install 36' of 6" Storm Pipe @ 3.74%
Install 43' of 6" Storm Pipe @ 2.41%
Install 65' of 6" Storm Pipe @ 1.00%
4878.70
TBC
4878.70
TBC
4878.31
TBC END
4878.16
TBC-PI4877.65
TBC-PC
4877.99
TBC-PC
4878.09
TBC-PC
4877.99
TBC-PC
4877.80
TBC-PC
4877.92
TBC-PC
4877.61
TBC-PI
4877.61
TBC-PI-LP
4877.46
TBC
4877.72
TBC
4877.32
GB
4877.08
GB
4877.81
TBC-PI
4878.53
TSW
4878.59
TSW
4877.95
TOA
4878.03
TOA
4878.20
FG
4878.61
TSW
FF
:
4
8
7
8
.
7
0
4877.65
TOA
4877.62
TOA
4877.05
TBC
4878.01
GB
4878.12
GB
4878.76
TBC4878.29
TBC
4877.78
TBC
4877.25
TBC
4877.48
TBC-PC 4878.70
TBC-MATCH
4877.26
TBC-PC-LP
4878.20
FG
4878.20
FG
4878.70
FG
4878.20
FG
4876.97
EXIST ELV
4876.86
EXIST ELV
4876.87
EXIST ELV
4878.30
TSW
4878.38
TOA-MATCH
4877.91
TOA-MATCH
4877.40
TOA-MATCH
4877.22
TOA-MATCH
4877.11
TOA-MATCH
4876.75
TOA-MATCH
4878.20
FG
4876.59
TOA4876.80
TOA
4878.09
TOA
4877.60
TOA
4877.41
TBC
4877.72
TBC-PC
4877.65
TBC-PC
4877.61
TBC-PC
4876.89
TOA
4876.83
EXIST ELV 4876.72
EXIST ELV 4876.57
EXIST ELV
4877.09
TOA
4878.70
TSW
4877.75
TOA
4877.65
TOA
4878.21
TOA
4877.36
TOA
4876.61
EXIST ELV
4878.43
TSW
4878.20
FG
4878.00
GB
4878.16
GB
4877.99
GB
4877.94
GB
4877.93
GB4877.82
GB
4877.78
GB
4877.80
GB
4878.20
FG
4877.07
GB
4877.14
GB
4877.30
GB
4879.03
TSW
4879.03
TSW
4877.24
TSW
100-1
200-1
404-1
504-4
601-12
602-1
602-2
706-1
706-2
706-V1
706-A1
706-S1
SEE SHEET 3 FOR MORE
INFORMATION
SEE SHEET 3 FOR MORE
INFORMATION
404-2
RETAIN AND PROTECT
SAW CUT AND ASPHALT
REMOVAL
1'' WATER SERVICE
2'' WATER SERVICE
4'' SEWER SERVICE
12'' STORM MAIN
STORM MAIN MANHOLE
STORM MAIN CATCH
BASIN
6'' VERTICAL CURB
6'' LIP DOWN CURB
COMMERCIAL APPROACH
5' CONCRETE SIDEWALK
CONCRETE VALLEY
GUTTER
706-S2 INTEGRAL SIDEWALK
706-F1 FLUSH CURB
602-3 INFILTRATION MANHOLE
CONTROL POINT TABLE
Point #
1
2
3
Elevation
4876.35
4876.39
4876.67
Northing
797493.54
797647.21
797660.42
Easting
759119.98
759120.47
759116.90
Description
RBPC
RBPC
RBPC
SOUTH DRIVE
Number
L1
Station
Start: 1+00.00
End: 3+15.00
Radius Length
215.00
Line/Chord Direction
N89° 43' 48.21"E
Start Point
Northing: 797459.20
Easting: 759122.88
End Point
Northing: 797460.21
Easting: 759337.88
ALIGNMENT TABLE
3+
0
0
CHECK BY
SHEETS
DRAWN BY
JOB NO:
OF
SHEET
BWBTJT
SHEET NAME:
PROJECT:
LOCATION:
23-052
DATEREVISIONS
SITE PLAN
STERLING MEDICAL CENTER
REXBURG, ID C-09
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:
VERTICAL EXAGGERATION:
PROJECT CONTACT:
TJ TOGIAI & BARRY BAME
CONNECT ENGINEERING
208-881-0081
DATE:October 12, 2023
24" X 36" (ARCH D)PRELIMINARY NOT
FOR CONSTRUCTION
C-06
N/A
MO
O
D
Y
R
D
504-4
404-1
200-1
706-S2
706-S1
DUMPSTER PAD
602-2
602-2
706-V1
100-1
100-1
706-F1
706-F1
706-F1
706-A1
706-A1
SITE INFORMATION:
TOTAL AREA: 18,858 SQ FT (0.43 ACRES)
BUILDINGS: 1
PARKING: 23 PARKING STALLS (2 ADA
STALLS AND 6 COMPACT STALLS)
TOTAL LANDSCAPE: 9,844.29 SQ FT
(28.56%)
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
SNOW STORAGE NOTE:
AREA 1 PROVIDED STORAGE = 212 SQ FT
AREA 2 PROVIDED STORAGE = 938 SQ FT
8.
0
0
'
CO
M
P
A
C
T
S
T
A
L
L
S
9.
0
0
'
20.00'
9.
0
0
'
9.
0
0
'
26.00'
16.00'
24.00'
BUILDING FOOTPRINT
79.00'
48
.
0
0
'
28
.
0
0
'
24.00'
14.00'
14.00'
33.00'
18.00'
12
.
0
0
'
SNOW STORAGE 2
SNOW STORAGE 1
CONTROL POINT 2
CONTROL POINT 3CONTROL POINT 1
706-1
R.O.W.
CONNECT TO EXISTING SEWER STUB. CONTRACTOR TO
FIELD VERIFY LOCATION AND ELEVATION. INVERT: 4861.33
CONNECT TO EXISTING WATER STUB.
CONTRACTOR TO FIELD VERIFY LOCATION
AND ELEVATION PRIOR TO CONSTRUCTION.
501-8
SHEET NOTES:
1.CONTRACTOR TO VERIFY ALL
EXISTING UTILITY LOCATIONS
AND ELEVATIONS. CONTRACTOR
TO 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. IF MANHOLES ARE IN
AN ASPHALT PAVED AREA THE
COLLARS ARE TO BE ASPHALT
COLLARS
3.ENSURE 18" MINIMUM VERTICAL
CLEARANCE BETWEEN ALL
POTABLE AND NON-POTABLE
LINES ARE MET PER IDEQ
4.ASSUMED TOP OF FOUNDATION
WALL IS FINISHED FLOOR,
CONTRACTOR TO NOTIFY
ENGINEER IF DIFFERENT.
5.ALL TBC ELEVATIONS ARE AT
FULL HEIGHT OF CURB.
14
.
2
2
'
45.50'
11
.
0
0
'
401-8
24.00'
706-S1
ONE WAY DO
NOT ENTER
SIGN
ONE WAY
DO NOT
ENTER SIGN
706-A1
706-A1
706-T1
602-3
20.00'
20.00'
706-F1
CENTRAL FEATURE
PEDESTRIAN AREA WITH BENCHES
706-R1
706-S1
11.82'
LANDSCAPE BUFFER
114.
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PROPOSED FIBER OPTIC CONDUIT
ONLY ONLY
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CHECK BY
SHEETS
DRAWN BY
JOB NO:
OF
SHEET
BWBTJT
SHEET NAME:
PROJECT:
LOCATION:
23-052
DATEREVISIONS
STORM WATER RETENTIN PLAN
STERLING MEDICAL CENTER
REXBURG, ID C-09
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:
VERTICAL EXAGGERATION:
PROJECT CONTACT:
TJ TOGIAI & BARRY BAME
CONNECT ENGINEERING
208-881-0081
DATE:October 12, 2023
24" X 36" (ARCH D)PRELIMINARY NOT
FOR CONSTRUCTION
C-07
N/A
STORM WATER REQUIREMENTS
REQUIRED VOLUME (CU FT) = (AREA x 1.33) / 12
AREA 1 CALCULATIONS
AREA 1 REQUIRED VOLUME =
(12,409 SQ FT x 1.33) / 12 = 1,375 CU FT
PERF PIPE AND ROCK SECTION PROVIDED VOLUME =
VOLUME OF PIPE (L*PI*r^2) = 57 x Pi X 0.5^2 = 45 CU FT
VOLUME OF ROCK SECTION (L*W*H) = 57 x 12 x 5 = 3,420 CU FT
STORAGE PROVIDED BY ROCK = (VOLUME OF ROCK - VOLUME OF PIPE) * 0.4 = (3,420- 45) x 0.4 = 1,350 CU FT
TOTAL STORAGE PROVIDED = (45 + 1,760) = 1,395 CU FT
AREA 2 CALCULATIONS
AREA 2 REQUIRED VOLUME =
(10,883 SQ FT x 1.33) / 12 = 1,206 CU FT
PERF PIPE AND ROCK SECTION PROVIDED VOLUME =
VOLUME OF PIPE (L*PI*r^2) = 62 x Pi X 0.5^2 = 49 CU FT
VOLUME OF ROCK SECTION (L*W*H) = 62 x 12 x 4 = 2,976 CU FT
STORAGE PROVIDED BY ROCK = (VOLUME OF ROCK - VOLUME OF PIPE) * 0.4 = (2,976- 49) x 0.4 = 1,171 CU FT
TOTAL STORAGE PROVIDED = (49 + 1,171) = 1,220 CU FT
PROPOSED 12" PERF PIPE
GEOTEXTILE FABRIC
2"-6" ROCK
AREA 1 PERF PIPE - SECTION VIEW
NTS
12.00'
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AREA 1
AREA 2
ROCK SECTION
ROCK SECTION
PROPOSED 12" PERF PIPE
GEOTEXTILE FABRIC
2"-6" ROCK
AREA 2 PERF PIPE - SECTION VIEW
NTS
12.00'
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PROPERTY TO THE SOUTH
RESPONSIBLE FOR RETAINING
HALF OF THIS ROAD
STORM WATER FOR REMAINDER OF
ROAD TO BE ACCOUNTED FOR IN FUTURE
DEVELOPMENTS
ON
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ON
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1+00 2+00 L1
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
MATERIAL
STORAGE AREA
COMBINATION STAGING AREA &
VEHICLE FUEL & CLEANING
STABILIZE CONSTRUCTION
ENTRANCE/EXIST
AREA TO BE DISTURBED
SILT FENCE
OR EROSION ELL
THIS IS NOT A FULL
SWPPP. OWNER OR
CONTRACTOR IS
RESPONSIBLE FOR A
COMPLETE SWPPP
NOTE:
1.AFTER ASPHALT PAVING HAS TAKEN PLACE STORM WATER DEVELOPED WILL BE DIRECTED TO RETENTION
BASINS AND PIPING PER THE APPROVED SITE PLAN AND PERCOLATE IN DESIGNATED AREAS
2.INLET PROTECTION TO BE PLACED ON ALL STORM DRAIN INLETS AFTER INSTALLATION THROUGH THE DURATION
OF THE PROJECT. CONTRACTOR RESPONSIBLE TO REMOVE AFTER CITY ACCEPTANCE.
CHECK BY
SHEETS
DRAWN BY
JOB NO:
OF
SHEET
BWBTJT
SHEET NAME:
PROJECT:
LOCATION:
23-052
DATEREVISIONS
BEST MANAGEMENT PRACTICES
STERLING MEDICAL CENTER
REXBURG, ID C-09
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:
VERTICAL EXAGGERATION:
PROJECT CONTACT:
TJ TOGIAI & BARRY BAME
CONNECT ENGINEERING
208-881-0081
DATE:October 12, 2023
24" X 36" (ARCH D)PRELIMINARY NOT
FOR CONSTRUCTION
C-08
N/A
OUTHOUSE
SWPPP SIGN
SWPPP
PROJECT:
CONTRACTOR:
PLAN LOCATION: ONSITE
CONTACT:
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
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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
FLO
W
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SEE BALLAST DETAIL
NOT TO SCALE
BALLAST DETAIL
NOT TO SCALE
SLOPE ENTRANCE TO WASHOUT AREA FOR
CONTAINMENT PURPOSES
WASHOUT AREA MUST BE
ENCLOSED W/ SILT FENCE
PROVIDE BERM AROUND
WASHOUT AREA
EXCAVATE BOTTOM 1' TO PROVIDE
LOWERED BOWL-LIKE AREA
WASHOUT TO BE LINED WITH CLEAN
ROCK OR RIP-RAP TO ACT AS FILTER
AND EROSION CONTROL
NOT TO SCALE
THIS IS NOT A FULL
SWPPP. OWNER OR
CONTRACTOR IS
RESPONSIBLE FOR A
COMPLETE SWPPP
CHECK BY
SHEETS
DRAWN BY
JOB NO:
OF
SHEET
BWBTJT
SHEET NAME:
PROJECT:
LOCATION:
23-052
DATEREVISIONS
BEST MANAGEMENT DETAILS
STERLING MEDICAL CENTER
REXBURG, ID C-09
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:
VERTICAL EXAGGERATION:
PROJECT CONTACT:
TJ TOGIAI & BARRY BAME
CONNECT ENGINEERING
208-881-0081
DATE:October 12, 2023
24" X 36" (ARCH D)PRELIMINARY NOT
FOR CONSTRUCTION
C-09
N/A