HomeMy WebLinkAboutSP-24-33 - Plans - Record - 0099 Proctor Avenues
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401
TBM
NORTH CORNER OF
EXISTING CATCH
BASIN RIM.
ELEVATION = 281.59'
402
404
403
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
3
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
PHASE 1: (SHOWN IN GREEN)
·CONSTRUCTION MOBILIZATION, INSTALL PERIMETER CONTROLS AROUND ENTIRE PHASE. CONSTRUCT TEMPORARY
CONSTRUCTION ENTRANCE TO PROJECT.
·REMOVE EXISTING INFRASTRUCTURE; EXISTING BLEACHERS, EXISTING TRACK, EXISTING MISC. TRACK/FIELD ITEMS, AND
MOVE EXISTING IRRIGATION LINES.
·PREPARE SUBBASE FOR FIELD BY EXCAVATING FOR PLANNED GRADE, RELOCATE EXCAVATED MATERIAL TO NEW
PERMANENT LOCATION ONSITE.
·INSTALL PORTION OF UNDERDRAIN SYSTEM FOR FOOTBALL FIELD ONLY, DRAIN TO LOCATION NEAR SOCCER FIELD.
·INSTALL NEW TURF FIELD.
·INSTALL SMALL PORTION OF PERVIOUS PAVER WALKWAYS TO NEW FOOTBALL FIELD.
·INSTALL ALL BIKE RACK LOCATIONS IDENTIFIED IN ORIGINAL PROJECT SUBMISSION, INCLUDING THE ONE BY THE BASEBALL
DUGOUT.
·PROJECT CLEANUP, FINAL STABILIZATION AND SEEDING. PLEASE NOTE THERE ARE TO BE NO SOIL STOCKPILES REMAINING
POST THIS PHASE OF CONSTRUCTION. ALL MATERIAL WILL BE COMPACTED IN ITS PLANNED LOCATION ONSITE.
·AT THE END OF THIS PHASE THE SITE SHOULD EFFECTIVELY LOOK LIKE IT IS A COMPLETED PROJECT.
· TOTAL DISTURBED AREA: ±4.4 ACRES
PHASE 2: (SHOWN IN BLUE)
·CONSTRUCTION MOBILIZATION, INSTALL PERIMETER CONTROLS AROUND ENTIRE PHASE. CONSTRUCT TEMPORARY
CONSTRUCTION ENTRANCE TO PROJECT.
·REMOVE EXISTING INFRASTRUCTURE; EXISTING BLEACHERS NEAR BASEBALL FIELD, EXISTING BASEBALL FIELD, EXISTING
MISC. BASEBALL ITEMS, AND MOVE EXISTING IRRIGATION LINES IF NECESSESSARY.
·PREPARE SUBBASE FOR FIELD BY EXCAVATING FOR PLANNED GRADE, RELOCATE EXCAVATED MATERIAL TO NEW
PERMANENT LOCATION ONSITE.
·INSTALL SECOND PORTION OF UNDERDRAIN SYSTEM FOR BASEBALL FIELD, DRAIN TO LOCATION SOUTHWEST OF
BASEBALL FIELD.
·INSTALL NEW TURF FIELD.
·INSTALL REMAINING PORTIONS OF PERVIOUS PAVERS WALKWAYS BETWEEN NEW FOOTBALL AND BASEBALL FIELDS. ADD
ALL OTHER PERVIOUS PAVER WALKWAYS IDENTIFIED ON THE PROJECT PLANS.
·PROJECT CLEANUP, FINAL STABILIZATION AND SEEDING. PLEASE NOTE THERE ARE TO BE NO SOIL STOCKPILES REMAINING
POST THIS PHASE OF CONSTRUCTION. ALL MATERIAL WILL BE COMPACTED IN ITS PLANNED LOCATION ONSITE.
·AT THE END OF THIS PHASE THE SITE SHOULD EFFECTIVELY LOOK LIKE IT IS A COMPLETED PROJECT.
TOTAL DISTURBED AREA: ±3.1 ACRES
PHASING NOTES
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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.
PHASE 2
PHASE 2
PHASE 2
PHASE 2
±3.1 Acres
PHASE 1
±4.4 Acres
PHASE 1
PHASE 1
PHASE 1
PHASE 1
PHASE 1
Surround any
stockpile with Silt
fence. See detail
Additional stockpilling may be
needed for phase 2, project will use
this area to stockpile as needed.
Surround any stockpile with Silt
fence. See detail
PHASE 2
Project will install bike rack as part of
phase 1. Provide temporary erosion
control straw wattles around construction
of additional bike rack location.
PHASE 1
PHASE 2
Install silt fence and
construction barrier limit
between phases for phase 1
and will be reinstalled for
phase 2. See detail
PHASE 1 & 2
PHASE 1
PHASE 1
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" = 40')
VALID WHEN PLOTTED ON 24" BY 36" MEDIA
0'
0"1"2"3"
40'80'120'
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