HomeMy WebLinkAboutSP-23-036 - Plans - Non-Record - 0024 Berard Drive - _combined non record plans28
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EC-1.0
Drawing No.
Project No.
No. Date Description
Drawing Title
Drawn by
Checked by
TJB
Scale
Revisions
Date
Project:
1" = 60'
07118
01/25/2023
Berard Drive
Fill Site
Erosion and Sediment
Control Plan
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446 www.krebsandlansing.com
Approximate
Limits of Site
(2 Acres)
Erosion Prevention and Sediment Control Notes
Winter Construction Requirements (October 15th - April 15th)
Install and maintain silt
fence downslope of work
area. Silt fence shall be
install ever 25' vertically
on steep slopes as fill is
added.
Install and maintain silt
fence downslope of work
area. Silt fence shall be
install ever on steep
slopes.
Install and maintain
stabilized construction
entrance as needed to
prevent tracking of
sediment off site.
See notes for additional
temporary stabilization and
other erosion prevention and
sediment control requirements
in the active earthwork areas
Install and maintain stone
check dams and stone
stabilization in areas where
flows may be concentrated.
Sweep pavement as
necessary to remove any
sediment that may be
tracked onto the pavement
Use sediment filter bag
for any dewatering
activities.
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>>>>>>>>>>>>>>>>164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446 www.krebsandlansing.com
Existing Areas:
Existing Lot Size = 7.68 acres (±334,450 s.f.)
Existing Impervious Areas:
Existing Buildings = 0 s.f.
Existing Paved & Gravel Roads = ±15,865 s.f. (±0.37 acres)
TOTAL Existing Impervious Area = 15,865 s.f.
Total Existing Lot Coverage = 15,865 / 334,450 = 4.74%
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
C-1.1
Drawing No.
Project No.
No. Date Description
Drawing Title
Drawn by
Checked by
JBC
Scale
Revisions
Date
1" = 50'
23168
7/28/2023
ECI Berard
Drive Facility
Ex. Conditions
Plan
JBC
24 Berard Drive
South Burlington
Zoning District:
MIXED INDUSTRIAL & COMMERCIAL (IC)
Minimum Lot Size = 40,000 s.f.
Maximum Building Coverage = 40%
Maximum Impervious Coverage = 70%
Front Setback = 30 feet
Side Setback = 10 feet
Rear Setback = 30 feet
SITE
LOCATION MAP
SCALE: 1" = 2,500'
EXISTING GRADE 5 FOOT CONTOUR LINES
EXISTING GRADE 1 FOOT CONTOUR LINES
100-YEAR FLOODPLAIN BOUNDARY (VCGI)
RIVER CORRIDOR (VCGI)
REGULATORY FLOODWAY AREA (VCGI)
EXISTING ACCESS DRIVE
IRON PIPE / CONCRETE MONUMENT FOUND
PROJECT PROPERTY LINE
PROPERTY LINE SETBACKS
EXISTING OVERHEAD POWER LINES
APPROXIMATE PROPERTY LINES
LEGEND:
AIRPORT APPROACH ZONE BOUNDARY
EXISTING STORM PIPE / CATCH BASIN
EXISTING CONCRETE BARRIERS
EXISTING DRAINAGE SWALE>>
50' WETLAND BUFFER
EXISTING GRAVEL BERM
WETLANDS (LOCATED BY ARROWWOOD)
HABITAT BLOCK (VCGI)
EXISTING TREELINE
EXISTING CHAINLINK FENCE
LANDOWNER: K & S Properties, LLC
P.O. Box 2187, South Burlington, VT
APPLICANT: Ken Pidgeon
Engineers Construction, Inc.
P.O. Box 2187, South Burlington, VT
ADDRESS: 24 Berard Drive
PARCEL ID: 0200-00024
Planning & Zoning Information
PROPOSED PARK & OPEN SPACE (FROM OFFICIAL MAP)1
1 11-07-23 Added Proposed Park
& Open Space
1
1
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>>>>>>>>>>>>>>>>164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446 www.krebsandlansing.com
LANDOWNER: K & S Properties, LLC
P.O. Box 2187, South Burlington, VT
APPLICANT: Ken Pidgeon
Engineers Construction, Inc.
P.O. Box 2187, South Burlington, VT
ADDRESS: 24 Berard Drive
PARCEL ID: 0200-00024
Existing Areas:
Existing Lot Size = 7.68 acres (±334,450 s.f.)
Existing Impervious Areas:
Existing Buildings = 0 s.f.
Existing Paved & Gravel Roads = ±15,865 s.f. (±0.37 acres)
Total Existing Impervious Area = 15,865 s.f.
Total Existing Lot Coverage = 15,865 / 334,450 = 4.74%
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
C-1.2
Drawing No.
Project No.
No. Date Description
Drawing Title
Drawn by
Checked by
JBC
Scale
Revisions
Date
1" = 50'
23168
7/28/2023
ECI Berard
Drive Facility
Site Plan
JBC
24 Berard Drive
South Burlington
Planning & Zoning Information
Zoning District:
MIXED INDUSTRIAL & COMMERCIAL (IC)
Minimum Lot Size = 40,000 s.f.
Maximum Building Coverage = 40%
Maximum Impervious Coverage = 70%
Front Setback = 30 feet
Side Setback = 10 feet
Rear Setback = 30 feet
SITE
LOCATION MAP
SCALE: 1" = 2,500'
EXISTING GRADE 5 FOOT CONTOUR LINES
EXISTING GRADE 1 FOOT CONTOUR LINES
100-YEAR FLOODPLAIN BOUNDARY (VCGI)
RIVER CORRIDOR (VCGI)
REGULATORY FLOODWAY AREA (VCGI)
PROPOSED ACCESS DRIVE
IRON PIPE / CONCRETE MONUMENT FOUND
PROJECT PROPERTY LINE
PROPERTY LINE SETBACKS
EXISTING OVERHEAD POWER LINES
APPROXIMATE PROPERTY LINES
LEGEND
AIRPORT APPROACH ZONE BOUNDARY
EXISTING CONCRETE BARRIERS
50' WETLAND BUFFER
EXISTING GRAVEL BERM
PROPOSED FILL AREA
HABITAT BLOCK IMPACT AREA
HABITAT BLOCK IMPACT MITIGATION AREA
WETLANDS (LOCATED BY ARROWWOOD)
PROPOSED CLEARING LIMITS
PROPOSED AREA OF CLEARING
Proposed Areas:
·Proposed Clearing Area = ±0.65 acres (±27,175 s.f.)
·Proposed Fill Area = ±3.50 acres (±152,275 s.f.)
·Proposed Gravel Access Drive = ±0.07 acres (±2,875 s.f.)
·Proposed Total Impervious Area = ±0.43 acres (±18,740 s.f.)
·Proposed Lot Coverage = 18,740 / 334,450 = 5.60%
HABITAT BLOCK (VCGI)
EXISTING TREELINE
EXISTING CHAINLINK FENCE
FINISH GRADE CONTOUR
LINE (5 FOOT INTERVALS)
FINISH GRADE CONTOUR
LINE (1 FOOT INTERVALS)
1 11-07-23
Added Proposed Park &
Open Space, Access Drive
& Easement/BLA Area
1
PROPOSED AREA FOR FUTURE EASEMENT
OR BOUNDARY LINE ADJUSTMENT1
1
1
PROPOSED PARK & OPEN SPACE (FROM OFFICIAL MAP)1
1
1
EXISTING ACCESS DRIVE
SITE
1.This plan is in no way a boundary survey. Property lines shown are
based on tax map information from the City of South Burlington and a
plan entitled "Property To Be Conveyed By Alan & Maureen Pidgeon
Boundary Line Adjustment for Alan & Maureen Pidgeon & K&S
Properties, LLC To Vermont Transco LLC, Berard Drive, South
Burlington, Vermont" by Vermont Surveying and Engineering, dated
12-28-10 and recorded in Map Slide 557, Page 2 of the City of South
Burlington Land Records.
2.The horizontal coordinate system is based on NAD83 Vermont State
Plane 4400 (US Survey Feet). Elevations are based on the NAVD88
datum (US Survey Feet).
3.Existing utilities shown are not warranted to be exact or complete.
Contractor shall contact DIG SAFE and other non-member utilities
prior to beginning any excavation.
4.Existing conditions shown are based on 2014 LiDAR data from the
Vermont Center for Geographic Information (VCGI), and a
topographic survey by Krebs & Lansing Consulting Engineers in May
2023. Background imagery shown is 2022 orthoimagery from VCGI.
5.Wetlands shown were delineated by Arrowwood Environmental on
June 27, 2023 and located by Krebs & Lansing Consulting Engineers
on July 10, 2023.
6.The Base Flood Elevation (BFE) of the 100-year flood adjacent to the
site is approximately 204.5 feet in elevation, based on FEMA FIRM
Map No.50007C0256D with effective date July 18, 2011. The limits
of the 100-year floodplain shown on this plan are based on VCGI
data and do not reflect the changes in elevation in this area.
SK-1
Drawing No.
Project No.
No. Date Description
Drawing Title
Drawn by
Checked by
JBC
Scale
Revisions
Date
1" = 80'
23168
9/15/2023
ECI Berard
Drive Facility
Overall Plan
w/1962 ortho
photo
NOTES
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446 www.krebsandlansing.com
LOCATION MAP
SCALE: 1" = 2,500'
JBC
24 Berard Drive
South Burlington
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
EXISTING GRADE 5 FOOT CONTOUR LINES
EXISTING GRADE 1 FOOT CONTOUR LINES
100-YEAR FLOODPLAIN BOUNDARY (VCGI)
RIVER CORRIDOR (VCGI)
REGULATORY FLOODWAY AREA (VCGI)
IRON PIPE / CONCRETE MONUMENT FOUND
PROJECT PROPERTY LINE
EXISTING OVERHEAD POWER LINES
APPROXIMATE PROPERTY LINES
LEGEND:
AIRPORT APPROACH ZONE BOUNDARY
WETLANDS (LOCATED BY ARROWWOOD)
EXISTING STORM PIPE / CATCH BASIN
EXISTING CONCRETE BARRIERS
50' WETLAND BUFFER
EXISTING GRAVEL BERM
HABITAT BLOCK (VCGI)
EXISTING TREELINE
EXISTING CHAINLINK FENCE
>>>>>>>>>EXISTING TREELINE
EXISTING CHAINLINK FENCE
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446 www.krebsandlansing.com
ISSUED FOR
PERMIT REVIEW
NOT FOR
CONSTRUCTION
SK-3
Drawing No.
Project No.
No. Date Description
Drawing Title
Drawn by
Checked by
JBC
Scale
Revisions
Date
1" = 15'
23168
11/07/2023
ECI Berard
Drive Facility
New Access
Drive Plan
JBC
24 Berard Drive
South Burlington
SITE
LOCATION MAP
SCALE: 1" = 2,500'
EXISTING GRADE 5 FOOT CONTOUR LINES
EXISTING GRADE 1 FOOT CONTOUR LINES
EXISTING ACCESS DRIVE
IRON PIPE / CONCRETE MONUMENT FOUND
PROJECT PROPERTY LINE
PROPERTY LINE SETBACKS
EXISTING OVERHEAD POWER LINES
APPROXIMATE PROPERTY LINES
LEGEND:
AIRPORT APPROACH ZONE BOUNDARY
EXISTING STORM PIPE / CATCH BASIN
EXISTING CONCRETE BARRIERS
EXISTING DRAINAGE SWALE>>
NEW GRAVEL AREA
NEW PAVEMENT AREA
PROPOSED CLEARING LIMITS
Steering Angle
Lock to Lock Time
Articulating Angle
Low-Boy Trailer 53 feet
Trailer Track
Tractor Track
Trailer Width
Tractor Width
15.752.83
feet
8.50
8.50:
8.50
8.50
:
:
::
:
:6.0
22.3
70.0
0.00
42.00
12.08 51.33
4.83
1.This plan is in no way a boundary survey. Property lines shown are
based on tax map information from the City of South Burlington and
a plan entitled "Property To Be Conveyed By Alan & Maureen
Pidgeon & K&S Properties, LLC To Vermont Transco LLC, Berard
Drive, South Burlington, Vermont" by Vermont Surveying and
Engineering, dated 12-28-10 and recorded in Map Slide 557, Page
2 of the City of South Burlington Land Records.
2.The horizontal coordinate system is based on NAD83 Vermont
State Plane 4400 (US Survey Feet). Elevations are based on the
NAVD88 datum (US Survey Feet).
3.Existing utilities shown are not warranted to be exact or complete.
Contractor shall contact DIG SAFE and other non-member utilities
prior to beginning any excavation.
4.Existing conditions shown are based on 2014 LiDAR data from the
Vermont Center for Geographic Information (VCGI), and a
topographic survey by Krebs & Lansing Consulting Engineers in
May 2023. Background imagery shown is 2022 orthoimagery from
VCGI.
5.Wetlands shown were delineated by Arrowwood Environmental on
June 27, 2023 and located by Krebs & Lansing Consulting
Engineers on July 10, 2023.
6.The Base Flood Elevation (BFE) of the 100-year flood adjacent to
the site is approximately 204.5 feet in elevation, based on FEMA
FIRM Map No.50007C0256D with effective date July 18, 2011. The
limits of the 100-year floodplain shown on this plan are based on
VCGI data and do not reflect the changes in elevation in this area.
C-1.0
Drawing No.
Project No.
Drawing Title
Drawn by
Checked by
JBC
Scale
Revisions
Date
1" = 80'
23168
7/28/2023
ECI Berard
Drive Facility
Overall Plan
NOTES
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446 www.krebsandlansing.com
SITE
LOCATION MAP
SCALE: 1" = 2,500'
JBC
24 Berard Drive
South Burlington
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTIONEXISTING GRADE 5 FOOT CONTOUR LINES
EXISTING GRADE 1 FOOT CONTOUR LINES
100-YEAR FLOODPLAIN BOUNDARY (VCGI)
RIVER CORRIDOR (VCGI)
REGULATORY FLOODWAY AREA (VCGI)
IRON PIPE / CONCRETE MONUMENT FOUND
PROJECT PROPERTY LINE
PROPERTY LINE SETBACKS
EXISTING OVERHEAD POWER LINES
APPROXIMATE PROPERTY LINES
LEGEND:
AIRPORT APPROACH ZONE BOUNDARY
WETLANDS (LOCATED BY ARROWWOOD)
EXISTING STORM PIPE / CATCH BASIN
EXISTING CONCRETE BARRIERS
50' WETLAND BUFFER
EXISTING GRAVEL BERM
HABITAT BLOCK (VCGI)
EXISTING TREELINE
EXISTING CHAINLINK FENCE
PROPOSED ACCESS DRIVE
PROPOSED CLEARING LIMITS
PROPOSED AREA FOR FUTURE EASEMENT
OR BOUNDARY LINE ADJUSTMENT
1 11-07-23
Added Proposed Park &
Open Space, Access Drive
& Easement/BLA Area
No. Date Description
1
1
PROPOSED PARK & OPEN SPACE (FROM OFFICIAL MAP)1
EXISTING ACCESS DRIVE