HomeMy WebLinkAboutSITE LAYOUT - 25-01061 - Cafe Zupas - 792 University Blvd - New Commercial Bldg4852.74
TBC END
4852.89
TBC-PC
4853.79
TBC-PC
4854.08
TBC-PC
4854.30
TBC-PC
4854.40
TBC-PC
4855.65
TBC-PC
4855.53
TBC-PC
4854.76
TBC-PC
4854.81
TBC-PC
4854.22
TBC-PC 4854.10
TBC-PC
4855.67
TBC-PC
4855.42
TBC-PC
4853.35
TBC-PC
4853.45
TBC-PC
4853.29
TBC-PC
4853.37
TBC-PC
4853.47
TBC-PC 4853.51
TBC-PC
4853.49
TBC-PC
4853.65
TBC-PC
4853.58
TBC-PC
4853.60
TBC-PC4853.62
TBC-PC
4853.55
TBC-PC
4853.52
TBC-PC
4853.21
TBC-PC4853.70
TBC-PI
4853.58
TBC-PI
4855.40
TBC-PI
4856.16
TBC-PI
4855.68
TBC-PI
4853.55
TOC
4853.47
TOC
4853.95
TOC
4853.92
TOC
48
5
4
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6
0
FF
4853.95
TOC
4854.14
TOC
4853.47
TOC
4853.28
TOC
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TOC
4853.63
TOC4853.58
TOC
4853.75
TOC
4853.03
TOC
4853.05
TOC
Install 63' of 12" ADS N 12 Storm Pipe @ 0.23%
CB #3
Rim:4852.71
INV IN:4847.97
INV OUT:4847.87
CB #4
Rim:4852.79
INV IN:4847.73
INV OUT:4847.63
CB #2
Rim:4852.51
INV IN:4848.21
INV OUT:4848.11
CB #1
Rim:4852.19
INV OUT:4848.69
Install 96' of 12" ADS N 12 Storm Pipe @ 0.22%
Install 63' of 12" ADS N 12 Storm Pipe @ 0.22%
Install 39' of 12" ADS N 12 Storm Pipe @ 0.22%
4856.34
TBC END
4853.34
TBC-PC
4853.95
TOC
4853.95
TOC
4853.16
TBC-MATCH
4852.66
TBC 4852.65
TBC
4852.59
TOC
4852.64
TOC
4853.21
TBC-PI4853.00
TOC 4853.34
TOC
4852.60
TOC PC
4853.04
TOC PC 4853.14
TOC MATCH
4853.24
TBC-PI
4853.20
TBC-PC
-3.23%
-2.52%
-1
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7
0
%
-2
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5
2
%
-2
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0
8
%
-3.37%
-3
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9
9
%
-3
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1
1
%
-2
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9
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%
4853.95
TOC
4854.00
TOC
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TOC
Install 80' of 12" ADS N 12 Storm Pipe @ 0.22%
Point Table
Point #
1
2
3
Elevation
4856.38
4853.67
4853.60
Northing
779261.20
779212.62
779212.33
Easting
751075.33
751032.52
751021.95
Description
RBNC CP4
RBPC ROLAND
RBPCS
PRELIMINARY FOR
REVIEW ONLY
SURVEY NOTE:
THIS SITE PLAN IS DESIGNED TO CONFORM WITH AN
ACTUAL SURVEY THAT WAS PERFORMED ON THE
GROUND BY A LAND SURVEYOR LICENSED BY THE STATE
OF IDAHO. THE BOUNDARY LINES OF THE SURVEY ARE
SHOWN HEREON WITH BEARINGS AND DISTANCES. IT IS
THE OWNER’S/DEVELOPER’S RESPONSIBILITY TO
CONSTRUCT ALL STRUCTURES SHOWN ON THIS SITE
PLAN IN ACCORDANCE WITH SAID SURVEY.
CHECK BYDRAWN BY
JOB NO:
OFSHEET
JJBMJA
SHEET NAME:
PROJECT:
LOCATION:
25-100
DATEREVISIONS
SITE OVERVIEW
ZUPPA'S
REXBURG, ID
C-09
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:
VERTICAL EXAGGERATION:
PROJECT CONTACT:
JOSH BALL & BLAKE JOLLEY
CONNECT ENGINEERING
208-881-0081
DATE:October 3, 2025
24" X 36" (ARCH D)
N/A
SITE INFORMATION:
TOTAL AREA OF PROPERTY : 53,387 SQ. FT. ( 1.23 ACRES)
ONE COMMERCIAL UNIT
1 RESTAURANT
CONSTRUCTION TYPE III-A
AREA:2966.1 FT²
BUILDING HEIGHT : LESS THAN 30'
PROPOSED PARKING:
REQUIRED : 25
TOTAL PROVIDED : 27 STALLS INCLUDING 1 ADA
3 COMPACT STALLS
STORM WATER:
SEE SHEET C-06 FOR STORM
WATER INFORMATION.
SANITATION:
DUMPSTERS PROVIDED.
BASIS OF BEARING
BENCHMARK
IDAHO STATE PLAN COORDINATE SYSTEM
NAD 83 DATUM
REFERENCE FRAME NAD 83(2011)(EPOCH 2010.0000
ADJUSTED LOT 3, BLOCK 1, TAMANA
FIELDS-NORTH, SECTION 36, TOWNSHIP 6N,
RANGE 39 E, B.M.
NAD 83 ELEV. 4900.
CONSTRUCTION NOTE:
1.CONTRACTOR TO VERIFY ALL EXISTING UTILITY
LOCATIONS AND ELEVATIONS. PRIOR TO
CONNECTING ANY PROPOSED UTILITIES.
2.ENSURE 10' MINIMUM HORIZONTAL CLEARANCE
BETWEEN ALL POTABLE AND NON-POTABLE LINES
ARE MET PER IDEQ STANDARDS. IF MANHOLES ARE
IN AN ASPHALT PAVED AREA THE COLLARS ARE TO
BE ASPHALT COLLARS
3.ENSURE 18" MINIMUM VERTICAL CLEARANCE
BETWEEN ALL POTABLE AND NON-POTABLE LINES
ARE MET PER IDEQ STANDARDS.
4.ARCHITECT OR CONTRACTOR TO ENSURE PROPER
CONCRETE STEM WALL OR EQUIVALENT HEIGHT
FOR 6" MINIMUM REVEAL ON ALL BUILDINGS UNLESS
OTHERWISE SPECIFIED BY ENGINEER.
CONTROL POINT #1
CONTROL POINT #2
CONTROL POINT #3
53.79'
63.18'
BUILDING FOOTPRINT
100-1
200-1
504-4
601-12
602-1
602-2
706-1
706-V1
706-S1
SEE SHEET 3 FOR MORE
INFORMATION
706-R1
SEE SHEET 3 FOR MORE
INFORMATION
404-2
RETAIN AND PROTECT
SAW CUT AND ASPHALT
REMOVAL
2'' WATER SERVICE
4'' SEWER SERVICE
12'' STORM MAIN
STORM MAIN MANHOLE
STORM MAIN CATCH BASIN
6'' VERTICAL CURB & GUTTER
PEDESTRIAN RAMP
CONCRETE SIDEWALK
CONCRETE VALLEY
GUTTER
706-F1 1' FLUSH CURB
401-6 6'' DEDICATED FIRE SERVICE
OLDCASTLE GT-1000
GREASE INTERCEPTOR
OR EQUIVALENT
706-1
706-1
706-1
706-1
706-1
706-1
706-S1
706-S1
706-S1
706-S1
706-R1
706-R1
706-R1
706-1
100-1
100-1
100-1
20.00' TYP
9.00' TYP
24.00'
23.00'
100-1
100-1
C-05
ADS STORM WATER STORAGE SYSTEM
SEE SHEET C-08 FOR DETAILS
24.00'
TRASH ENCLOSURE
WITH DUMPSTERS
12.00'
24.00'
R3.50'
R3.50'
R3.50'
R3.50'
R3.50'
R3.50'
R2.50'
R5.50'
R2.50'
R5.00'
R4.00'
R3.00'R3.00'
R30.00'
R32.00'
16.00'
20.00'
5.00'
504-4
504-4
504-4
24.00'
401-6
404-2
20.00'
9.00'
9.00'
REINFORCE SOUTH SIDE DITCH BANK
AS PER PAGE C-03
R18.00'
R5.00'
R5.00'
R18.00'
602-2
602-2
602-2
602-2602-2
602-1
601-24
POTENTIAL POLLUTANTS
CHEMICAL MSDS #LOCATION
TO BE FILLED OUT BY CONTRACTOR TO BE FILLED OUT BY CONTRACTOR
OFFSITE OPERATIONS
START DATE END DATE
TO BE FILLED OUT BY CONTRACTOR
AREA TO BE DISTURBED
STABILIZE CONSTRUCTION ENTRANCE/EXIT
COMBINATION STAGING AREA & VEHICLE
EQUIPMENT CLEANING, FUELING AND MAIN.
MATERIALS STORAGE AREA &
STOCKPILE MANAGEMENT
SILT FENCE OR EROSION EEL
STORM WATER DRAINAGE
SEQUENCE OF MAJOR ACTIVITIES
ACTIVITY START DATE END DATE
POTENTIAL POLLUTANTS
CHEMICAL MSDS #LOCATION
TO BE FILLED OUT BY CONTRACTOR TO BE FILLED OUT BY CONTRACTOR
OFFSITE OPERATIONS
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 timely
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
Concrete Washout
INLET
PROTECTION
MATERIAL
STORAGE AREA
STABILIZE CONSTRUCTION
ENTRANCE/EXIT
SILT FENCE
OR EROSION EEL
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.
OUTHOUSE
SWPPP SIGN
SWPPP
PROJECT:
CONTRACTOR:
PLAN LOCATION: ONSITE
CONTACT:
PRELIMINARY FOR
REVIEW ONLY
CHECK BYDRAWN BY
JOB NO:
OFSHEET
JJBMJA
SHEET NAME:
PROJECT:
LOCATION:
25-100
DATEREVISIONS
BEST MANAGEMENT PRACTICES
ZUPPA'S
REXBURG, ID
C-09
ENGINEERS STAMP SHEET INFORMATION
SHEET SIZE:
VERTICAL EXAGGERATION:
PROJECT CONTACT:
JOSH BALL & BLAKE JOLLEY
CONNECT ENGINEERING
208-881-0081
DATE:October 3, 2025
24" X 36" (ARCH D)
N/A
INLET
PROTECTION
CONCRETE WASHOUT AREA
SEDIMENTATION AREA
AREA TO BE DISTURBED
C-08
COMBINATION STAGING AREA &
VEHICLE FUEL & CLEANING