HomeMy WebLinkAboutZP-24-195 - 0099 Proctor Avenue 6/19/2024ZP-24-195
43.00 R46/19/2024
construction of turf athletic fields as per associated SP & CU approvals
6/19/2024X
7/5/2024 6/18/2025
3/20/2024
3/20/2024
SP-24-04
CU-24-02
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Turf
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Dirt Turf Dirt
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6" Perf. PVC
6"
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286
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288
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SNOW
STORAGE
SNOW
STORAGE
SNOW
STORAGE
Cleanout
Inv Out 285.00
UDMH 2
Rim 288.50
Inv In 283.5 (6"Perf)
Inv in 283.00 (6"Solid)
Inv Out 282.90 (6"Solid)
UDMH 1
Rim 288.00
Inv in 284.10 (6"Perf.)
Inv Out 284.00 (6"Solid)
Cleanout
Inv Out 286.00
Cleanout
Inv Out 285.00
Cleanout
Inv Out 284.50
Cleanout
Inv Out 284.50
Cleanout
Inv Out 283.50
UDMH 4
Rim 286.00
Inv In 282.9' (6"Perf)
Inv In 282.9' (6"Perf)
Inv Out 282.8' (6"Solid)
Cleanout
Inv Out 283.00
Cleanout
Inv Out 283.00
Cleanout
Inv Out 285.00
Cleanout
Inv Out 284.00
6" Solid PVC
Underdrain Collection
Irrigation line relocation
by others. Check for
new crossing conflict
before construction.
Planter. See
Landscape Plans
Planter. See
Landscape Plans
Planted area. See
Landscape Plans (typ.)
Refer to drawings by FieldTurf
for specific trench details in the
vicinity of the synthetic fields
Refer to drawings by FieldTurf
for specific trench details in the
vicinity of the synthetic fields
Irrigation line to rear
ball field, relocation
by others.
Depth of irrigation piping unknown. Preconstruction
excavation required to determine crossing configuration.
Owner to decide if they wish to continue to maintain line
or abandon irrigation lines.
Depth of irrigation piping unknown.
Preconstruction excavation required
to determine crossing configuration.
UDMH 3
Rim 287.40
Inv In 283.9' (6"Perf)
Inv in 282.2 (6"Solid)
Inv Out 282.1 (6"Solid)
Final grades in this area
may vary based on amount
of excess fill from project.
Cleanout
Inv Out 284.00
8" Solid PVC
Underdrain Collection
daylight, elev. ±281.5'
6" Solid PVC
Underdrain Collection
daylight, elev. ±282.3'
Cleanout
Inv Out 284.0
Final grades in this area
may vary based on amount
of excess fill from project.
New bike
rack location
New bike
rack location
New bike
rack location
Existing bike rack to be
bolted securely to the
existing concrete sidewalk Existing screened
trash facility to
remain unchanged
Existing snow storage
location, typical.
Proposed limits of
disturbance (LOD) for
the project.
Existing tree to remain,
protect tree during
construction.
LANDSCAPE ARCHITECTURE
WAGNERHODGSON
VT802.864.0010 wagnerhodgson.comNY518.567.1791
99 Proctor Avenue
South Burlington, Vermont
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
C-1.01
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446 www.krebsandlansing.com
N
OWNER/APPLICANT :
Rice Memorial High School
99 Proctor Ave.
South Burlington, VT 05403
PROPERTY INFORMATION:
Address: 99 Proctor Ave., So. Burlington, VT
SPAN: 600-188-15380
Parcel ID: 1390-00099
Area: ±30.1 Acres
Zoning: Commercial 1 - Residential 15
STAMP:
RICE MEMORIAL HIGH SCHOOL
ATHLETIC FIELD IMPROVEMENTS
CIVIL SITE PLAN
STANDARD GRAPHIC SCALE (1" = 40')
VALID WHEN PLOTTED ON 24" BY 36" MEDIA
0'
0"1"2"3"
40'80'120'
Memorial High School
2
NOTES:
1.ASPECTS OF PLAN ARE APPROXIMATE AND
DERIVED FROM AERIAL PHOTOGRAPHY.
2.THE HORIZONTAL COORDINATE SYSTEM IS
BASED ON NAD83 VERMONT STATE PLANE 4400
(US SURVEY FEET). ELEVATIONS ARE BASED ON
THE NAVD88 (US SURVEY FEET).
3.BOUNDARY INFORMATION TAKEN FROM A DIGITAL
FILE PROVIDED BY BUTTON PROFESSIONAL LAND
SURVEYORS. OTHER PROPERTY LINES SHOWN
ON THIS PLAN ARE FROM TAX MAP
INFORMATION PROVIDED BY THE CITY. THIS
PLAN IS NOT A BOUNDARY SURVEY.
4.TOPOGRAPHIC INFORMATION BY KREBS &
LANSING, FALL 2023, INFORMATION PROVIDED BY
BUTTON PROFESSIONAL LAND SURVEYORS AND
LIDAR DATA PROVIDED BY THE STATE OF
VERMONT.
5.THE UNDERGROUND UTILITIES SHOWN ON THIS
PLAN ARE BASED ON VISIBLE UTILITIES LOCATED
DURING A TOPOGRAPHIC SURVEY PERFORMED BY
KREBS & LANSING. UNDERGROUND UTILITIES ARE
APPROXIMATE AND NOT WARRANTED TO BE
EXACT OR COMPLETE. DIG SAFE SHALL BE
CONTACTED PRIOR TO ANY EXCAVATION.
6.UTILITIES ARE NOT WARRANTED TO BE
COMPLETE OR ACCURATE, CONTRACTOR SHALL
CONTACT DIG SAFE BEFORE BEGINNING ANY
EXCAVATION.
EXISTING WETLAND FROM
CITY MAPPING
LEGEND
APPROXIMATE PROPERTY LINES
EXISTING GRADE CONTOUR
LINES (5 FOOT INTERVALS)
EXISTING TREELINE
EXISTING GRADE CONTOUR
LINES (1 FOOT INTERVALS)
IRON PIPE / CONCRETE
MONUNMENT FOUND
EXISTING SEWER
LINE/MANHOLE
EXISTING STORM
LINE/MANHOLE/BASIN
EXISTING OVERHEAD
ELECTRIC LINE/POWER POLE
EXISTING
UNDERGROUND POWER
EXISTING WATER
LINE/HYDRANT/VALVE/SHUTOFF
EXISTING CHAIN LINK FENCE
EXISTING IRRIGATION LINES/
IRRIGATION VALVE
EXISTING UNDERGROUND
GAS SYSTEMS
EXISTING UNDERGROUND
COMMUNICATIONS
PROPOSED STORM
UNDERDRAIN AND CLEANOUT
PROPOSED GRADE
CONTOUR LINES
(5 FOOT INTERVALS)
PROPOSED GRADE
CONTOUR LINES
(1 FOOT INTERVALS)
PROPOSED PERVIOUS WALKWAYS
AND GATHERING AREAS
PROPOSED SHIFTED IRRIGATION
LINES/ IRRIGATION VALVE
PROPOSED SYNTHETIC
SPORTS FIELD
PROPOSED DIRT/SAND
PROPOSED LIMITS OF DISTURBANCE (LOD)
FOR THE CONSTRUCTION PROJECT
s
s
s
s
s
IR
IR
IR
IR
IR
x2
8
8
.
5
0
288.50x
x288.5028
5
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283
28
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286
2
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4
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288
28
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28
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286
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28
3
Stabilized construction
entrance. See detail
Silt fence and construction
barrier limit fencing around
entire project area. See detail
Multiple rows of straw
wattles check dam for water
to leave the construction
site. See detail
Surround any
stockpile with Silt
fence. See detail
Multiple rows of straw
wattles check dam for water
to leave the construction
site. See detail
Provide temporary erosion
control straw wattles around
construction of additional
bike rack location.
Silt fence and construction
barrier limit fencing around
entire project area. See detail
Silt fence and construction
barrier limit fencing around
entire project area. See detail
Stabilized construction
entrance. See detail
Surround existing tree with Silt fence
to protect the tree from harm during
construction. See silt fencing details.
LANDSCAPE ARCHITECTURE
WAGNERHODGSON
VT802.864.0010 wagnerhodgson.comNY518.567.1791
99 Proctor Avenue
South Burlington, Vermont
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
C-1.02
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446 www.krebsandlansing.com
OWNER/APPLICANT :
Rice Memorial High School
99 Proctor Ave.
South Burlington, VT 05403
PROPERTY INFORMATION:
Address: 99 Proctor Ave., So. Burlington, VT
SPAN: 600-188-15380
Parcel ID: 1390-00099
Area: ±30.1 Acres
Zoning: Commercial 1 - Residential 15
STAMP:
RICE MEMORIAL HIGH SCHOOL
ATHLETIC FIELD IMPROVEMENTS
CIVIL EROSION PREVENTION and
SEDIMENT CONTROL PLAN
(EPSC)
STANDARD GRAPHIC SCALE (1" = 80')
VALID WHEN PLOTTED ON 24" BY 36" MEDIA
0'
0"1"2"3"
80'160'240'
Memorial High School
2
N
NOTES:
1.ASPECTS OF PLAN ARE APPROXIMATE AND
DERIVED FROM AERIAL PHOTOGRAPHY.
2.THE HORIZONTAL COORDINATE SYSTEM IS
BASED ON NAD83 VERMONT STATE PLANE 4400
(US SURVEY FEET). ELEVATIONS ARE BASED ON
THE NAVD88 (US SURVEY FEET).
3.BOUNDARY INFORMATION TAKEN FROM A DIGITAL
FILE PROVIDED BY BUTTON PROFESSIONAL LAND
SURVEYORS. OTHER PROPERTY LINES SHOWN
ON THIS PLAN ARE FROM TAX MAP
INFORMATION PROVIDED BY THE CITY. THIS
PLAN IS NOT A BOUNDARY SURVEY.
4.TOPOGRAPHIC INFORMATION BY KREBS &
LANSING, FALL 2023, INFORMATION PROVIDED BY
BUTTON PROFESSIONAL LAND SURVEYORS AND
LIDAR DATA PROVIDED BY THE STATE OF
VERMONT.
5.THE UNDERGROUND UTILITIES SHOWN ON THIS
PLAN ARE BASED ON VISIBLE UTILITIES LOCATED
DURING A TOPOGRAPHIC SURVEY PERFORMED BY
KREBS & LANSING. UNDERGROUND UTILITIES ARE
APPROXIMATE AND NOT WARRANTED TO BE
EXACT OR COMPLETE. DIG SAFE SHALL BE
CONTACTED PRIOR TO ANY EXCAVATION.
6.UTILITIES ARE NOT WARRANTED TO BE
COMPLETE OR ACCURATE, CONTRACTOR SHALL
CONTACT DIG SAFE BEFORE BEGINNING ANY
EXCAVATION.
EXISTING WETLAND FROM
CITY MAPPING
LEGEND
APPROXIMATE PROPERTY LINES
EXISTING GRADE CONTOUR
LINES (5 FOOT INTERVALS)
EXISTING TREELINE
EXISTING GRADE CONTOUR
LINES (1 FOOT INTERVALS)
IRON PIPE / CONCRETE
MONUNMENT FOUND
EXISTING SEWER
LINE/MANHOLE
EXISTING STORM
LINE/MANHOLE/BASIN
EXISTING OVERHEAD
ELECTRIC LINE/POWER POLE
EXISTING
UNDERGROUND POWER
EXISTING WATER
LINE/HYDRANT/VALVE/SHUTOFF
EXISTING CHAIN LINK FENCE
EXISTING IRRIGATION LINES/
IRRIGATION VALVE
EXISTING UNDERGROUND
GAS SYSTEMS
EXISTING UNDERGROUND
COMMUNICATIONS
PROPOSED STORM
UNDERDRAIN AND CLEANOUT
PROPOSED GRADE
CONTOUR LINES
(5 FOOT INTERVALS)
PROPOSED GRADE
CONTOUR LINES
(1 FOOT INTERVALS)
PROPOSED PERVIOUS WALKWAYS
AND GATHERING AREAS
PROPOSED SHIFTED IRRIGATION
LINES/ IRRIGATION VALVE
PROPOSED SYNTHETIC
SPORTS FIELD
PROPOSED DIRT/SAND
PROPOSED EROSION PREVENTION AND SEDIMENT
CONTROL SILT FENCE PERIMETER CONTROLS AND
CONSTRUCTION LIMIT BARRIER FENCE
PROPOSED STRAW WATTLES FOR AREAS WITH MINIMAL
DISTURBANCE AND AREAS WHERE THERE WILL BE
CONCENTRATED FLOW, WATTLES WILL TREAT RUNOFF
BEFORE LEAVING THE CONSTRUCTION SITE.
PROPOSED LIMITS OF DISTURBANCE (LOD) FOR
THE CONSTRUCTION PROJECT