HomeMy WebLinkAboutSP-23-013 - Plans - Record - 1233 Shelburne RoadTHE
HOMESTEAD
SCHOOL
1233F Shelburne Road (VT Route 7)
South Burlington, Vermont
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
C-0.00
EXISTING OVERALL
SITE PLAN
APPROXIMATE PROPERTY LINES
LEGEND
IRON PIPE / CONCRETE
MONUNMENT FOUND
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446 www.krebsandlansing.com
EXISTING SEWER
LINE/MANHOLE
EXISTING STORM
LINE/MANHOLE/BASIN
EXISTING OVERHEAD
ELECTRIC LINE/POWER POLE
EXISTING UNDERGROUND POWER
EXISTING WATER
LINE/HYDRANT/VALVE/SHUTOFF
STANDARD GRAPHIC SCALE (1" = 30')
VALID WHEN PLOTTED ON 24" BY 36" MEDIA
0'
0"1"2"3"
15'30'60'90'
STAMP:
APPROXIMATE EASEMENTS
EXISTING GAS LINE/VALVE
1.ASPECTS OF PLAN ARE APPROXIMATE AND DERIVED FROM VERMONT USGS, GIS
FIGURES, AND AERIAL PHOTOGRAPHY. AERIAL PHOTOGRAPHY DATED MAY 2022.
ASPECTS FROM 1233 SHELBURNE ROAD ARE DERIVED FROM OLD ACT 250 PERMIT
PLANS, BUILDING BLUE PRINTS, AND HAVE NOT BEEN FIELD VERIFIED.
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.THE UTILITIES ARE NOT WARRANTED TO BE COMPLETE. CONTRACTOR SHALL CONTACT
DIG SAFE BEFORE BEGINNING ANY EXCAVATION.
4.THIS IS IN NO WAY A BOUNDARY SURVEY. PROPERTY LINES SHOWN ON THIS PLAN ARE
FROM TAX MAP INFORMATION PROVIDED BY THE CITY. PROPERTY LINES HAVE BEEN
ADJUSTED BASE ON MONUMENTATION FOUND IN THE FIELD AND EVIDENCE IN AERIAL
PHOTOGRAPHY.
PLAN NOTES:
LOCATION MAP
SCALE: 1" = 1
2 MILE
SITE
LAT: N44° 26' 08.5"
LONG: W73° 12' 39.9"
PROPERTY INFORMATION:
ADDRESS: 1233F SHELBURNE ROAD
PARCEL ID: 1540-1233F
SPAN: 600-188-11945
GRANDLIST ACREAGE: 0.09 ACRES (CONDO)
ZONING: COMMERCIAL 1
FRONT YARD BUILDING SETBACK: 30'
BACK YARD BUILDING SETBACK: 30'
SIDE YARD BUILDING SETBACK: 10'
MAXIMUM BUILDING COVERAGE: 40%
MAXIMUM TOTAL LOT COVERAGE: 70%
PROPERTY OWNER/APPLICANT:
REPERIO PROPERTIES, LLC
C/O JEFF O'HARA
P.O. BOX 1133
WILLISTON, VERMONT 05495
1
THE
HOMESTEAD
SCHOOL
1233F Shelburne Road (VT Route 7)
South Burlington, Vermont
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
C-1.00
RETROFIT EXISTING
COMMERCIAL BUILDING
TO PROPOSED
CHILDCARE FACILITY
SITE PLAN
APPROXIMATE PROPERTY LINES
EXISTING GRADE CONTOUR
LINES (5 FOOT INTERVALS)
EXISTING TREELINE
EXISTING GRADE CONTOUR
LINES (1 FOOT INTERVALS)
LEGEND
IRON PIPE / CONCRETE
MONUNMENT FOUND
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446 www.krebsandlansing.com
EXISTING SEWER
LINE/MANHOLE
EXISTING STORM
LINE/MANHOLE/BASIN
EXISTING OVERHEAD
ELECTRIC LINE/POWER POLE
EXISTING UNDERGROUND POWER
EXISTING WATER
LINE/HYDRANT/VALVE/SHUTOFF
SURVEY CONTROL POINT
EXISTING SIGN
STANDARD GRAPHIC SCALE (1" = 10')
VALID WHEN PLOTTED ON 24" BY 36" MEDIA
0'
0"1"2"3"
5'10'20'30'
STAMP:
APPROXIMATE EASEMENTS
EXISTING GAS LINE/VALVE
1.ASPECTS OF PLAN ARE
APPROXIMATE AND DERIVED FROM
VERMONT USGS, GIS FIGURES, AND
AERIAL PHOTOGRAPHY. AERIAL
PHOTOGRAPHY DATED MAY 2022.
ASPECTS FROM 1233 SHELBURNE
ROAD ARE DERIVED FROM OLD ACT
250 PERMIT PLANS, BUILDING BLUE
PRINTS, AND HAVE NOT BEEN FIELD
VERIFIED.
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.THE UTILITIES ARE NOT WARRANTED
TO BE COMPLETE. CONTRACTOR
SHALL CONTACT DIG SAFE BEFORE
BEGINNING ANY EXCAVATION.
4.THIS IS IN NO WAY A BOUNDARY
SURVEY. PROPERTY LINES SHOWN
ON THIS PLAN ARE FROM TAX MAP
INFORMATION PROVIDED BY THE
CITY. PROPERTY LINES HAVE BEEN
ADJUSTED BASE ON
MONUMENTATION FOUND IN THE
FIELD AND EVIDENCE IN AERIAL
PHOTOGRAPHY.
PLAN NOTES:
EXISTING WATER/WASTEWATER DESIGN FLOW:
·THERE IS NO EXISTING WW PERMIT FOR BUILDING "F" ON THIS PROPERTY.
PROPERTY BEEN RUN AS A COMMERCIAL STORE.
·THERE ARE FLOW ALLOCATIONS OUTLINED IN THE VARIOUS ACT 250 PERMITS
FOR THE PROPERTY FROM THE LATE 1980s. HOWEVER, IT IS DIFFICULT TO
DETERMINE THE SPLIT OF FLOWS. THEREFORE, WE HAVE CALCULATED THE
FLOWS BASED ON THE RULES OUTLINED IN THE WASTEWATER SYSTEM AND
POTABLE WATER SUPPLY RULES EFFECTIVE DATE APRIL 12, 2019.
·±6,750 S.F. * 4 GPD PER 100 S.F. OF STORE = 270 GPD
·TOTAL = 270 GPD
STATE OF VERMONT PROPOSED WASTEWATER/WATER DESIGN FLOWS:
·PROPOSED USE IS A CHILD CARE FACILITY WHICH DOES NOT SERVE MEALS ON
SITE. TOTAL AMOUNT OF EMPLOYEES AND CHILDREN WHICH WILL USE THE
PROPOSED FACILITY EQUALS 12 EMPLOYEES AND 65 CHILDREN
·77 EMPLOYEES & CHILDREN * 13 GPD PER PERSON WITHOUT MEALS = 1,001 GPD
·INCREASE OF 731 GPD
BASIS OF DESIGN FOR POTABLE
WATER AND WASTEWATER DESIGN
FLOW 1233F PROPOSED USE
PROPERTY INFORMATION:
ADDRESS: 1233F SHELBURNE ROAD
PARCEL ID: 1540-1233F
SPAN: 600-188-11945
GRANDLIST ACREAGE: 0.09 ACRES (CONDO)
ZONING: COMMERCIAL 1
FRONT YARD BUILDING SETBACK: 30'
BACK YARD BUILDING SETBACK: 30'
SIDE YARD BUILDING SETBACK: 10'
MAXIMUM BUILDING COVERAGE: 40%
MAXIMUM TOTAL LOT COVERAGE: 70%
PROPERTY OWNER/APPLICANT:
REPERIO PROPERTIES, LLC
C/O JEFF O'HARA
P.O. BOX 1133
WILLISTON, VERMONT 05495
1
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
C-2.00
DETAILS
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446 www.krebsandlansing.com
STAMP:
THE
HOMESTEAD
SCHOOL
1233F Shelburne Road (VT Route 7)
South Burlington, Vermont
1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ALL DISTURBED AREAS BACK TO ORIGINAL CONDITION, INCLUDING BUT NOT
LIMITED TO CURBING, SIDEWALKS, ROAD, PARKING AREAS, LANDSCAPING, SITE LIGHTING, ELECTRICAL, AND ETC. ALL ASPHALT SHALL BE
SAW-CUT PRIOR TO PAVING.
2.THE METHODS AND MATERIALS OF CONSTRUCTION SHALL CONFORM TO THE LATEST STANDARDS OF THE STATE OF VERMONT AND CITY
OF SOUTH BURLINGTON, ALL WORK SHALL BE IN CONFORMANCE WITH ALL PERMITS AND APPROVALS ISSUED FOR THE PROJECT. IN CASE
OF CONFLICT, THE MORE STRINGENT SPECIFICATION SHALL APPLY AS DIRECTED BY ENGINEER. ALL WORK SHALL BE DONE IN A
WORKMANLIKE MANNER AND COMPLETED IN THE TIME SPECIFIED BY OWNER.
3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS SHOWN AND REQUIRED TO MAKE THE JOB COMPLETE. THESE
DRAWINGS DO NOT SHOW EVERY FITTING OR APPURTENANCE. MATERIALS SHALL BE AS SPECIFIED ON THE DRAWINGS. MANUFACTURER'S
PRODUCT SPECIFICATIONS SHALL BE SUBMITTED FOR ALL MATERIALS TO THE ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.
4.THE LOCATION AND SIZE OF EXISTING UNDERGROUND UTILITIES IS NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR
SHALL FIELD LOCATE ALL UTILITIES AND SHALL CONTACT THE AFFECTED UTILITY COMPANY, THE ENGINEER AND THE MUNICIPALITY PRIOR
TO MAKING ANY HOOK UPS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXISTING UTILITIES AND THEIR UNINTERRUPTED
SERVICES. ALL OFF-SITE BACKFILL, SHEETING, SHORING, DEWATERING, CLEARING AND GRUBBING, EROSION CONTROL, DUST CONTROL,
TRAFFIC CONTROL, GRADING, AND ALL INCIDENTALS SHALL BE INCLUDED AS PART OF THE REQUIRED WORK.
5.THE CONTRACTOR SHALL VERIFY ALL TEMPORARY BENCH MARKS BEFORE USE.
6.THE WORKMEN AND PUBLIC SHALL BE PROTECTED BY THE CONTRACTOR FROM ANY AND ALL HAZARDS CONNECTED WITH THE
CONSTRUCTION WORK. OPEN TRENCHES, MATERIALS, OR EQUIPMENT WITHIN THE WORKING LIMITS ARE TO BE GUARDED BY THE USE OF
ADEQUATE BARRICADES OR FLAGMEN. ALL BARRICADES LEFT IN POSITION OVERNIGHT ARE TO BE PROPERLY LIGHTED. KEROSENE POTS
ARE NOT ACCEPTABLE. WHEN WORK NARROWS THE USABLE PAVEMENT, FLAGMEN SHALL BE EMPLOYED TO AID THE FLOW OF TRAFFIC
SO THAT THERE WILL BE NO UNDUE DELAYS. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE SAFETY OF ALL WORKMEN, THE
GENERAL PUBLIC AND ALL DAMAGES TO PROPERTY OCCURRING FROM OR UPON THE WORK OCCASIONED BY NEGLIGENCE OR
OTHERWISE GROWING OUT OF A FAILURE ON THE PART OF THE CONTRACTOR TO PROTECT PERSONS OR PROPERTY FROM HAZARDS OF
OPEN TRENCHES, MATERIALS, OR EQUIPMENT AT ANY TIME OF THE DAY OR NIGHT WITHIN THE WORKING AREA. ALL WORK SHALL BE IN
CONFORMANCE TO OSHA REGULATIONS, TITLE 19, PARTS 1926.651 AND 1926.652, AND APPLICABLE TO VOSHA REGULATIONS.
7.THE CONTRACTOR SHALL VERIFY ALL UTILITY INTERSECTIONS AND CONTACT ENGINEER AND OWNER WITH CONFLICTS.
8.THE CONTRACTOR SHALL CALL, DIG SAFE PRIOR TO ANY EXCAVATION.
9.THE CONTRACTOR SHALL COORDINATE FINAL LOCATION AND INVERTS FOR WATER, SEWER, AND STORM BUILDING CONNECTIONS WITH
THE ARCHITECT, STRUCTURAL ENGINEER, AND MECHANICAL ENGINEER.
10.ALL STUMPS, ROCK, AND OTHER NON-APPROVED TRENCH BACKFILL MATERIAL DISCOVERED DURING CONSTRUCTION IS THE EXCLUSIVE
PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE PROPERTY AND DISPOSED OF IN A STATE APPROVED DISPOSAL
LOCATION. ALL EXISTING SOILS REUSED FOR FILL SHALL CONFORM TO ALL APPLICABLE SECTIONS OF VTRANS SPECIFICATIONS SECTION
203-EXCAVATION & EMBANKMENTS.CONTRACTOR SHALL REVIEW SOIL INVESTIGATION REPORT AND SOILS LOGS PRIOR TO BID. ANY SOIL
REUSED AS FILL UNDER ROADS AND APPLICABLE CONCRETE SIDEWALKS SHALL PASS A SUBGRADE PROOF ROLL WITH A LOADED
TANDEM. FILL SOILS THAT DO NOT PASS A SUBGRADE PROOF ROLL SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE.
11.ALL PASSING SIEVE, PROCTOR, AND COMPACTION TESTING EXPENSES SHALL BE PAID BY OWNER. TESTING COORDINATION, ALL OTHER
REQUIRED TESTING, AND EXPENSES FOR FAILED TESTS SHALL BE THE CONTRACTOR'S RESPONSIBILITY.
12.THE CONTRACTOR SHALL CONTACT THE GREEN MOUNTAIN POWER (GMP) AND/OR BURLINGTON ELECTRIC PRIOR TO ANY WORK IN THE
VICINITY OF THE EXISTING ELECTRIC CONDUITS.
13.THIS PROJECT WILL LIKELY NOT REQUIRE COVERAGE UNDER AN STATE OF VERMONT GENERAL CONSTRUCTION STORMWATER
DISCHARGE PERMIT. THE CONTRACTOR WILL STILL FOLLOW RULES, REGULATIONS, AND DIRECTION OUTLINED IN THE STATE OF VERMONT
"LOW RISK HANDBOOK FOR EROSION PREVENTION AND SEDIMENT CONTROL" FROM FEBRUARY 2020.THE CONTRACTOR SHALL BE
RESPONSIBLE FOR INSTALLING, MAINTAINING AND REMOVING ALL EROSION AND SEDIMENT CONTROL DEVICES SHOWN ON THE PLANS OR
DETAILS AND, TO THE MAXIMUM EXTENT PRACTICAL, TO MINIMIZE POTENTIAL CONTAMINATION OF STORMWATER RUNOFF FROM THE
CONSTRUCTION ACTIVITIES.
14.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL "AS-BUILT" MEASUREMENT AND DRAFTING REQUIREMENTS AS OUTLINED ON THE DETAIL
SHEETS. ALL TRENCH EXCAVATIONS SHALL REMAIN OPEN UNTIL ALL AS-BUILT SURVEY SHOTS HAVE BEEN TAKEN. PROGRESS RECORD
DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER AS INDICATED IN THE RECORD DRAWING SPECIFICATIONS.
15.SEE EROSION CONTROL AND LOGISTICS PLANS FOR LOCATIONS OF STAGING / STORAGE AREAS.
16.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SIGNAGE AND CONSTRUCTION BARRIER/SAFETY FENCING NECESSARY FOR
PROVIDING SAFE VEHICULAR AND PEDESTRIAN ACCESS THROUGH OR AROUND THE SITE DURING CONSTRUCTION. CONTRACTOR SHALL
COORDINATE THIS WITH THE CITY OF SOUTH BURLINGTON AND THE CITY OF SOUTH BURLINGTON DEPARTMENT OF PUBLIC WORKS.
17.DEFINITION OF "PRECONSTRUCTION EXCAVATION" FOR THESE CONTRACT DOCUMENTS SHALL BE: THE SITE CONTRACTOR SHALL EXPOSE
UTILITIES AND OBTAIN ALL NECESSARY INFORMATION, INCLUDING BUT NOT LIMITED TO, INVERT ELEVATION, SIZE, DEPTH, PIPE TYPE,
JOINT LOCATION, ETC. CONTRACTOR SHALL TRANSIT SURVEY THE LOCATION AND ELEVATIONS OF THE UTILITY. CONTRACTOR SHALL
PROVIDE THE ENGINEER WITH SKETCHES INDICATING HORIZONTAL AND VERTICAL INFORMATION OF PIPE OR CONDUIT TYPE AND SIZE,
CROSS-SECTION INFORMATION, CONCRETE ENCASEMENT INFORMATION (TOP AND BOTTOM ELEVATIONS, WIDTH, ETC.), JOINT LOCATION,
ETC. OF EACH REQUIRED EXISTING UNDERGROUND UTILITY. ACCURACY OF HORIZONTAL LOCATION IS WITHIN 1 FOOT, AND ACCURACY OF
VERTICAL ELEVATION IS WITHIN 0.02 FT. (1/4"). COORDINATE ALL EXCAVATION WITH CITY, OWNER, AND ENGINEER. PRECONSTRUCTION
EXCAVATIONS SHALL OCCUR PRIOR TO ORDERING STRUCTURES AND PRIOR TO UTILITY CONSTRUCTION TO FACILITATE REDESIGN
AND/OR DESIGN CONFIRMATION.
18.THE LOCATION OF THE PRECONSTRUCTION EXCAVATION SYMBOLS DOES NOT NECESSARILY INDICATE THE LOCATION OF THE BURIED
UTILITY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIND AND EXPOSE THE UTILITY.
19.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS OF IMPORTING AND PLACING TOPSOIL AND/OR COMPOST NECESSARY TO
COMPLETE THE PROJECT. CONTRACTOR SHALL TEST TOPSOIL FOR APPROVAL BY THE OWNER AND ENGINEER.
10.ALL SEWER AND STORM PIPES SHALL BE PVC SDR 35 UNLESS OTHERWISE NOTED. ALL NEW SANITARY AND STORM PIPES SHALL BE LAID
WITH A LASER TO ELEVATION AND SLOPE AS SHOWN ON THE PLANS.
11.CORE AND BOOT ALL EXISTING STRUCTURES UNLESS OTHERWISE NOTED.
12.ALL NEW CATCH BASINS AND SANITARY SEWER MANHOLE MUST HAVE ONE 6" PRECAST CONCRETE GRADE RING.
13.ALL WATERLINE PIPE SHALL BE DUCTILE IRON CLASS 52. ALL BENDS AND FITTINGS SHALL HAVE REDI-MIX CAST IN PLACE THRUST BLOCKS
14.TEMPORARY GROUNDWATER, STORMWATER, AND SEWER BY-PASS PUMPING AND/OR DIVERSION IS THE RESPONSIBILITY OF THE
CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY PUMPS AND EQUIPMENT TO PERFORM THE WORK.
OVERNIGHT PUMPING IS NOT ALLOWED.
15.ALL SIDEWALKS SHALL HAVE 2% MAXIMUM CROSS SLOPE. ALL RAMPS AND STAIRS SHALL HAVE A LANDING AT THE BOTTOM WITH A
MAXIMUM SLOPE OF 2% FOR 5 FEET.
16.CONTRACTOR TO PIN CONCRETE SIDEWALK/SLABS TO ALL CONTACT POINTS WITH STAIRS, BUILDING, BIKE SLAB, RETAINING WALLS, ETC.
17.CONTRACTOR SHALL MAINTAIN FULL OCCUPANCY AND FIRE DEPARTMENT ACCESS TO ALL SURROUNDING BUILDINGS. COORDINATE ALL
TEMPORARY ACCESS WITH THE MUNICIPALITY.
18.BURIED NATURAL GAS IS SHOWN FOR ALIGNMENT PURPOSES ONLY. CONTACT VERMONT GAS SYSTEMS FOR DESIGN AND DETAILS OF
NEW GAS LINE. CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXCAVATION, BACKFILL, AND RESTORATION FOR THE CONSTRUCTION OF
THE NATURAL GAS LINES. VERMONT GAS SYSTEMS WILL PROVIDE THE PIPING, LABOR TO INSTALL, AND TESTING FOR THE NEW GAS MAIN.
COORDINATE WORK AND ALL GAS SHUT DOWN PROCEDURES WITH THE OWNER.
19.REMOVAL OF ALL EROSION CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR.
20.AT THE END OF THE PROJECT, CLEAN THE SUMPS OF ALL NEW AND EXISTING CATCH BASINS AND STORM MANHOLES WITHIN THE
PROJECT LIMITS.
21.ELECTRICAL AND LIGHTING ARE SHOWN FOR ILLUSTRATIVE/COORDINATION PURPOSES ONLY. REFER TO ELECTRICAL PLANS AND
SPECIFICATIONS FOR DESIGN.
22.SEE LANDSCAPE AND/OR STRUCTURAL PLANS FOR ALL RETAINING WALLS, UTILITY PADS, STAIRS, AND EXTERIOR CONCRETE AT DOORS.
23.REFER TO PLUMBING, MECHANICAL AND/OR FIRE PROTECTION PLANS FOR WATER, SEWER AND STORM DESIGN WITHIN FIVE FEET OF THE
BUILDING.
GENERAL CONSTRUCTION NOTES:
1.EROSION PREVENTION AND SEDIMENT CONTROL (EPSC) PRACTICES SHALL BE
IMPLEMENTED IN ALL AREAS WHERE THERE IS AN INCREASED RISK OF EROSION, AND
WHERE THERE IS POTENTIAL FOR DISCHARGE OF STORMWATER RUNOFF (EITHER
DIRECT OR INDIRECT) TO A WATER BODY.
2.EPSC MEASURES SHALL BE INSTALLED PRIOR TO ANY EARTH DISTURBING ACTIVITIES
WITHIN A GIVEN DRAINAGE AREA WITH THE EXCEPTION OF LAND DISTURBANCE THAT
MAY RESULT FROM ACCESSING THE AREA(S) WITH EQUIPMENT IN WHICH EPSC
MEASURES ARE TO BE INSTALLED. THIS EXCEPTION INCLUDES LAND DISTURBANCE
THAT MAY RESULT FROM ACCESS OF EQUIPMENT THAT IS NEEDED FOR:EXPLORATION
AND/OR EPSC MEASURE INSTALLATION PHASES OF THE PROJECT. TEMPORARY
SEDIMENT BASINS, TEMPORARY SEDIMENT TRAPS, PERIMETER DIKES, TEMPORARY
SEDIMENT BARRIERS, AND OTHER TEMPORARY MEASURES INTENDED TO TRAP
SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING
ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE
TAKES PLACE WITH THE EXCEPTION OF THOSE ACTIVITES STATED ABOVE. EARTH
DISTURBANCE INCLUDES STUMPING AND GRUBBING OF CLEARED AREAS.
3.EPSC MEASURES SHALL BE INSTALLED PURSUANT TO THE EPSC PLAN, THE 2020 STATE
OF VERMONT LOW RISK SITE HANDBOOK FOR EROSION PREVENTION AND SEDIMENT
CONTROL, THE 2020 VERMONT EROSION PREVENTION AND SEDIMENT CONTROL
STANDARDS AND SPECIFICATIONS, AND/OR ANY OTHER RELEVANT PROJECT PERMITS.
4.ALL PROPOSED CHANGES SHALL BE APPROVED BY THE ON-SITE PLAN COORDINATOR
(OSPC) OR HIS/HER DESIGNEE PRIOR TO IMPLEMENTATION.
5.NO MAJOR CLEARING/LOGGING ACTIVITIES ARE PROPOSED FOR THE PROJECT.
6.PERMISSION MUST BE GRANTED BY VT DEC PRIOR TO USE OF ANY SUPPORT
ACTIVITIES OCCURRING OUTSIDE OF THE APPROVED PROJECT BOUNDARIES.
7.ALL PARTIES ASSOCIATED WITH CONSTRUCTION ACTIVITIES WHO MEET EITHER OF THE
FOLLOWING TWO CRITERIA OF “PRINCIPAL OPERATOR” MUST OBTAIN COVERAGE
UNDER THE CONSTRUCTION STORMWATER DISCHARGE PERMIT FOR THE PROJECT
PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES BY THAT OPERATOR:
A.THE PARTY HAS OPERATIONAL CONTROL OVER CONSTRUCTION PLANS AND
SPECIFICATION, INCLUDING BUT NOT LIMITED TO THE ABILITY TO MAKE
MODIFICATIONS TO THOSE PLANS AND SPECIFICATIONS; OR
B.THE PARTY HAS CONTINUOUS DAY-TO-DAY OPERATIONAL CONTROL OF THOSE
ACTIVITIES AT THE PROJECT THAT ARE NECESSARY TO ENSURE COMPLIANCE
WITH AN EPSC PLAN FOR THE SITE OR OTHER PERMIT CONDITIONS (E.G., THEY
ARE AUTHORIZED TO DIRECT WORKERS AT A SITE TO CARRY OUT ACTIVITIES
REQUIRED BY THE EPSC PLAN OR COMPLY WITH OTHER PERMIT CONDITIONS).
1.EXISTING VEGETATION SHALL BE PROTECTED AND MAINTAINED TO THE EXTENT
PRACTICABLE.
2.A VEGETATED BUFFER SHALL BE MAINTAINED FOR WATER BODIES WHERE FEASIBLE (E.G.,
WETLANDS AND STREAMS).
3.TO THE EXTENT PRACTICABLE, SURFACE FLOW SHALL BE DIVERTED AWAY FROM EXPOSED
SOILS VIA DIVERSION BERMS, EARTH DIKES, PERIMETER DIKES/SWALES, TEMPORARY
SWALES, WATER BARS, AND/OR CHECK DAMS.
4.RESOURCE AREAS (E.G., WETLANDS, STREAMS, RTE PLANT SPECIES) SHALL BE FLAGGED
PRIOR TO ANY CONSTRUCTION RELATED ACTIVITIES OCCURRING WITHIN CLOSE PROXIMITY
TO THOSE AREAS.
5.EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN
APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT
DOES NOT VIOLATE WATER QUALITY STANDARDS OR CONTRIBUTE TO EROSION.
DEWATERING DETAILS SHALL BE REVIEWED AND APPROVED BY OSPC PRIOR TO USE.
6.CONCENTRATED RUNOFF SHALL NOT FLOW DOWN STEEP SLOPES UNLESS CONTAINED
WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL (SEE DETAILS), FLUME, OR
SLOPE DRAIN STRUCTURE.
7.UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING
STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:
A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.
B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES, WHERE
FEASIBLE, BUT NOT IN RESOURCE AREAS.
8.WHERE FEASIBLE, ALL SEDIMENT REMOVED FROM SEDIMENT CONTROL PRACTICES AS PART
OF MAINTENANCE SHALL BE DISPOSED OF IN AN AREA THAT IS AT LEAST ONE OF THE
FOLLOWING, WITH IMMEDIATE STABILIZATION FOLLOWING DISPOSAL OF MATERIAL:
A. LESS THAN 5±% SLOPE
B. AT LEAST 100 FEET FROM ANY DOWNSLOPE WATER BODY OR CONVEYANCE TO A WATER
BODY, INCLUDING A DITCH
C. VEGETATED
9.DISTURBED AREAS BORDERING OR DRAINING TO EXISTING ROADS SHALL HAVE AN
APPROPRIATE SEDIMENT BARRIER (E.G., SILT FENCE) SPANNING THE EDGE OF THE
DISTURBANCE TO PREVENT WASHING OF SEDIMENT ONTO ROADWAYS OR INTO ROAD
DITCHES.
10.IN ADVANCE OF PREDICTED RAINFALL OR SNOWMELT, ALL EPSC MEASURES THAT ARE
LOCATED IN ACTIVE AREAS OF EARTH DISTURBANCE SHALL BE INSPECTED AND REPAIRED,
AS NEEDED. IF NECESSARY, THIS SHALL INCLUDE TEMPORARY STABILIZATION OF ALL
DISTURBED SOILS ON THE SITE IN ADVANCE OF THE ANTICIPATED RUNOFF PERIOD.
11.DUST CONTROL SHALL BE HANDLED VIA WATER APPLICATION TO ROADWAYS AND OTHER
AREAS WHERE DUST MAY BE GENERATED.
EPSC GENERAL NOTES:
EPSC CONSTRUCTION NOTES:
1.ALL AREA DISTURBED AND ALL AREAS WITHIN THE CLEARING LIMITS SHALL BE GRADED AND
COVERED WITH A MINIMUM OF 6" OF LOAM TOPSOIL. ADDITIONAL TOPSOIL DEPTHS AND
SPECIFICATIONS MAY BE OUTLINED BY THE LANDSCAPE ARCHITECT FOR SPECIFIC AREAS.
THE AREAS TO BE LOAMED SHALL BE FREE AND CLEAR OF ROOTS, WASTE MATERIAL AND
OTHER DELETERIOUS MATERIAL. TOPSOIL SHALL BE SPREAD AND LIGHTLY COMPACTED TO A
DEPTH OF 6". TOPSOIL SHALL BE APPROVED BY THE ENGINEER AND/OR LANDSCAPE
ARCHITECT. ALL SIDE SLOPES ARE TO BE LOAMED.
2.ALL TURF ESTABLISHMENT SHALL BE IN ACCORDANCE WITH SECTION 651 OF THE VT
STANDARD SPECIFICATIONS 2018 AND THE MUNICIPALITY SPECIFICATIONS. MULCHING SHALL
FOLLOW SEEDING BY NO MORE THAN 24 HOURS.
3.ALL CUT SLOPES SHALL BE NO STEEPER THAN 2.0H ON 1.0V. ALL FILL SLOPES SHALL BE NO
STEEPER THAN 2.0H ON 1.0V.
4.THE CONTRACTOR SHALL NOT DISTURB ANY GROUND BETWEEN OCTOBER 15TH BETWEEN
APRIL 15TH WINTER MONTHS, UNLESS APPROVED BY THE ENGINEER.
5.TEMPORARY SILT FENCE SHALL BE ERECTED PRIOR TO ANY CLEARING OR CONSTRUCTION.
FENCING MAY BE ERECTED IN PHASES, BUT IN NO CASE SHALL GROUND DISTURBANCE
PROCEED FENCING. SPECIAL AREAS MAY BE DESIGNATED BY THE OWNER FOR
PRESERVATION OF EXISTING TREES. THESE AREAS SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO INSURE NO DAMAGE IS DONE TO DESIGNATED TREES.
6.EXISTING PLANTINGS ARE LOCATED IN GENERAL AREAS AS SHOWN ON THIS PLAN.
CONTRACTOR SHALL PROTECT PLANTINGS SO AS NOT TO DAMAGE THESE OR THEIR ROOT
SYSTEMS.
7.SLOPE STABILITY BASED UPON UNSATURATED SOIL CONDITIONS. IF DURING CONSTRUCTION
SATURATED SOILS ARE ENCOUNTERED, CONTACT THE ENGINEER IMMEDIATELY.
GENERAL GRADING AND SITE WORK NOTES 3'-0"BIKE RACK DETAIL
24"
NEW CLASSIC U/2 BIKE RACK BY
CYCLESAFE OR APPROVED
EQUAL WITH CYCLESAFE BLACK
PLASTISOL RUBBERIZED COATING
4'-0"7'-0"
4"
MIN.
12" THICK GRAVEL SUBBASE
(VAOT 704.05, FINE)MIN. FROMEDGE OFPAVEMENTMIN. BETWEENRACKS2'-6"2'JACKET
COATING
TO
EXTEND
1" MIN.
BELOW
GRADE
9" THICK CONCRETE PAD
TO BE POURED FOR
SETTING AND ALIGNING
BIKE RACK POSTS. SEE
NEW CONCRETE SIDEWALK
DETAIL FOR CONCRETE
DESIGN.
26"26"9"
MIRAFI
500X
EXISTING OR NEW CONCRETE
SIDEWALK. IF BIKE RACKS ARE
RETROFITTED TO INSTALL ON EXISTING
CONCRETE SIDEWALK, LIKE THIS
PROJECT, THEY CAN BE MECHANICALLY
FASTENED TO THE CONCRETE SLAB
PER MANUFACTURES SPECIFICATIONS.
6"
N.T.S.
PROPERTY INFORMATION:
ADDRESS: 1233F SHELBURNE ROAD
PARCEL ID: 1540-1233F
SPAN: 600-188-11945
GRANDLIST ACREAGE: 0.09 ACRES (CONDO)
ZONING: COMMERCIAL 1
FRONT YARD BUILDING SETBACK: 30'
BACK YARD BUILDING SETBACK: 30'
SIDE YARD BUILDING SETBACK: 10'
MAXIMUM BUILDING COVERAGE: 40%
MAXIMUM TOTAL LOT COVERAGE: 70%
PROPERTY OWNER/APPLICANT:
REPERIO PROPERTIES, LLC
C/O JEFF O'HARA
P.O. BOX 1133
WILLISTON, VERMONT 05495
MIN. BETWEEN
RACKS
6'-0"
WHEN RACKS ARE INSTALLED
IN SERIES ALONG A LONG
CONCRETE SLAB/SIDEWALK.
THE RACKS WILL BE SPACED
WITH 6' (72") BETWEEN RACKS
1
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
C-2.01
DETAILS
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446 www.krebsandlansing.com
STAMP:
TEMPORARY SEED MIX SHALL BE USED
BETWEEN 9/16 AND 5/14 AND SHALL
MEET THE FOLLOWING CRITERIA:
PERMANENT SEED MIX SHALL BE USED AS
EARLY AS PRACTICABLE BETWEEN 5/15 AND 9/15
AND SHALL MEET THE FOLLOWING CRITERIA:
SEED % WEIGHT
RED FESCUE 50%
SHEEP FESCUE 25%
RED TOP 5%
WHITE CLOVER 10%
ANNUAL RYE 10%
FLOW
SLOPE
A
A
TO BE INSTALLED AT
THE LIMITS OF THE
CONSTRUCTION
AREA. SEE PLANS.4' MIN.1.ACCEPTABLE EPSC MEASURE DETAILS ARE
PROVIDED BELOW.
2.AT A MINIMUM, EPSC MEASURES MEET VT DEC
STANDARDS AND SPECIFICATIONS FOR EROSION
PREVENTION AND SEDIMENT CONTROL OR
PREVIOUSLY APPROVED INTERCHANGEABLE
PRACTICES.
3.LIMITS OF DISTURBANCE (OR "CONSTRUCTION
DEMARCATION") SHALL BE INSTALLED PRIOR TO
ANY EARTH DISTURBING ACTIVITIES.
4.BARRIER TAPE/ROPE: FOR USE WHERE PROPOSED
DISTURBANCE BORDERS NON-WOODED,
VEGETATED AREAS MORE THAN 100 FT FROM THE
NEAREST WATER RESOURCE (STREAM, BROOK,
LAKE, POND, WETLAND, ETC.). BARRIER TAPE IS
HIGH VISIBILITY FIBERGLASS TAPE, MINIMUM 3" IN
WIDTH COMMONLY USED IN SKI AREAS FOR
DEMARCATING CLOSED AREAS. BARRIER TAPE AND
ROPE SHOULD BE ATTACHED TO STAKES, AT A
MINIMUM HEIGHT OF 4 FT FROM THE GROUND.
5.MINIMUM 1 TO 2 ROWS OF MESH BARRIER TAPE TO
BE INSTALLED ALONG CONSTRUCTION PERIMETER.
6.EACH ROW OF BARRIER TAPE TO BE 3" WIDE
MINIMUM.
7.BARRIER TAPE TO BE ORANGE.
8.SECURE BARRIER TAPE TO STAKES OR EXISTING
TREE TRUNKS WITH BOTTOM ROW AT 4' DISTANCE
FROM GROUND SURFACE (MINIMUM).
9.MAINTAIN AND REPLACE AS NEEDED. REMOVE AT
COMPLETION OF PROJECT PER OSPC.
10.IN EVENT THE OSPC DETERMINES BARRIER TAPE IS
NOT SUFFICIENT, REPLACE WITH ORANGE
CONSTRUCTION FENCE OR SNOW FENCE.
20" MIN.
16" MIN.
10' MAX.
1.AT A MINIMUM, EPSC
MEASURES MEET VT DEC
STANDARDS AND
SPECIFICATIONS FOR EROSION
PREVENTION AND SEDIMENT
CONTROL OR PREVIOUSLY
APPROVED
INTERCHANGEABLE
PRACTICES.
2.PERIMETER CONTROLS SHALL
BE UTILIZED IN SMALL AREAS <
1 ACRE. IN AREAS > 1 ACRE,
TEMPORARY SEDIMENT TRAPS
OR TEMPORARY SEDIMENT
BASINS ARE TO BE UTILIZED.
3.PERIMETER CONTROLS SHALL
BE INSTALLED ON DOWNSLOPE
SIDE OF PLANNED EARTH
DISTURBANCE.
4.PERIMETER CONTROLS SHALL
BE INSTALLED PRIOR TO ANY
EARTH DISTURBING
ACTIVITIES WITHIN UPSLOPE
CONTRIBUTING AREA.
5.SILT FENCE SHALL NOT BE
USED AS CONSTRUCTION
DEMARCATION.
6.SILTSOXX CAN BE USED AS A
SILT FENCE ALTERNATIVE,
WITH PRIOR APPROVAL OF
THE ENGINEER. SEE DETAIL.
7.IF SILT FENCE IS INSTALLED
WHEN GROUND IS FROZEN, A
GRAVEL, SHOT ROCK, OR
SAND BALLAST MUST BE USED.
GUIDE TO MULCH MATERIALS, RATES, AND USES
QUALITY STANDARDS PER 1000 SQ. FT.PER ACRE DEPTH OF
APPLICATION REMARKS
WOOD CHIPS OR SHAVINGS AIR-DRIED. FREE OF OBJECTIONABLE
COARSE MATERIAL
500-900 LBS 10-20 TONS 2 - 7"USED PRIMARILY AROUND SHRUB AND TREE PLANTINGS AND RECREATION TRAILS
TO INHIBIT WEED COMPETITION. RESISTANT TO WIND BLOWING. DECOMPOSES
SLOWLY.
WOOD FIBER CELLULOSE
(PARTLY DIGESTED WOOD
FIBERS)
MADE FROM NATURAL WOOD USUALLY
WITH GREEN DYE AND DISPERSING
AGENT
50 LBS 2,000 LBS.-APPLY WITH HYDROMULCHER. NO TIE DOWN REQUIRED. LESS EROSION CONTROL
PROVIDED THAN 2 TONS OF HAY OR STRAW.
GRAVEL, CRUSHED STONE
OR SLAG
WASHED; SIZE 2B OR 3A - 112"9 CU. YDS.405 CU. YDS.3"EXCELLENT MULCH FOR SHORT SLOPES AND AROUND PLANTS AND
ORNAMENTALS. USE 2B WHERE SUBJECT TO TRAFFIC. (APPROXIMATELY 2,000
LBS./CU. YD.). FREQUENTLY USED OVER FILTER FABRIC FOR BETTER WEED
CONTROL.
HAY OR STRAW AIR-DRIED; FREE OF UNDESIRABLE
SEEDS & COARSE MATERIALS
90-100 LBS 2-3 BALES 2 TONS (100-120
BALES)
COVER
ABOUT 90%
SURFACE
USE SMALL GRAIN STRAW WHERE MULCH IS MAINTAINED FOR MORE THAN THREE
MONTHS. SUBJECT TO WIND BLOWING UNLESS ANCHORED. MOST COMMONLY
USED MULCHING MATERIAL. PROVIDES THE BEST MICRO-ENVIRONMENTAL FOR
GERMINATING SEEDS.
COMPOST UP TO 3" PIECES, MODERATELY TO
HIGHLY STABLE
3-9 CU. YDS.134-402 CU. YDS.1 - 3"COARSER TEXTURED MULCHES MAY BE MORE EFFECTIVE IN REDUCING WEED
GROWTH AND WIND EROSION.
EROSION CONTROL MIX WELL-GRADED MIXTURE OF PARTICLE
SIZES. ORGANIC CONTENT BETWEEN
80-100%, DRY WEIGHT. PARTICLE SIZE
SHALL PASS 6" SCREEN (100%)
* SLOPES 3(HZ.):1(VERT.) OR FLATTER = 2 INCH DEPTH PLUS ADDITIONAL
1/2 INCH DEPTH PER 20 FT. OF SLOPE UP TO 100 FT.
** SLOPES BETWEEN 3(HZ.):1(VERT.) AND 2(HZ.):1(VERT.) = 4 INCH DEPTH
PLUS ADDITIONAL 1/2 INCH PER 20 FT. OF SLOPE UP TO 100 FT.
*** SLOPES STEEPER THAN 2(HZ.):1(VERT.) USE OF EROSION CONTROL
MIX AND MULCH DEPTH TO BE REVIEWED AND APPROVED PRIOR TO USE
BY OSPC OR EPSC SPECIALIST
COMPRISED OF SHREDDED BARK, STUMP GRINDINGS, COMPOSTED BARK, OR
ACCEPTABLE MANUFACTURED PRODUCTS. MAY CONTAIN ROCK < 4" IN DIAMETER.
ORGANICS SHALL BE FIBROUS AND ELONGATED. NO LARGE PORTIONS OF SILTS,
CLAYS OR FINE SANDS.
5"-12"
1.CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION, MAINTENANCE, AND
REMOVAL OF SILTSOXX IN ALL LOCATIONS SHOWN ON THE PLANS. SILTSOXX MAY BE
LEFT IN PLACE IF THE CONTRACTOR SEEDS AND MULCHES OVER SILTSOXX FOR
GROWTH POST CONSTRUCTION.
2.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND ADDITIONAL WATTLES WILL BE
ADDED WHEN SEDIMENT REACHES HALF OF PRODUCT HEIGHT.
3.WHEN INSTALLING LENGTHS OF SILTSOXX, LENGTHS WILL OVERLAP BY MINIMUM 18"
WHEN TRANSITIONING TO A NEW LENGTH OF SILTSOXX.
4.CONTRACTOR SHALL REFER TO ALL MANUFACTURES SPECIFICATIONS AND DETAILS.
5.SILTSOXX IS A SPECIFIC MANUFACTURER, OTHER MANUFACTURERS WITH EQUAL
PRODUCTS MAY BE USED IF APPROVED BY ENGINEER.
6.SILTSOXX CAN BE USED AS A SILT FENCE ALTERNATIVE, WITH PRIOR APPROVAL OF THE
ENGINEER.
NOTES
SEED % WEIGHT %GERMINATION
WINTER RYE 80% MIN.85% MIN.
RED FESCUE (CREEPING)4% MIN.80% MIN.
PERENNIAL RYE GRASS 3% MIN.90% MIN.
RED CLOVER 3% MIN.90% MIN.
OTHER CROP GRASS 0.5% MAX.
NOXIOUS WEED SEED 0.5% MAX.
INERT MATTER 1% MAX.
SEEDING SPECIFICATIONS
NOTES
5" TO 12" DIAMETER SILTSOXX, OR APPROVED EQUAL, MAY BE
USED IN LOCATIONS SHOWN ON PLANS OR AS AN ALTERNATE TO
SILT FENCE ONLY WITH PRIOR APPROVAL FROM ENGINEER. SIZE
OF SILTSOXX WILL BE BASED ON APPLICATION, CHECK WITH
ENGINEER FOR SIZE.OVERLAP BETWEEN
WATTLE LENGTHS, 18" MIN.
WATTLES SHALL BE STAKED WITH TYPICAL
WOOD STAKES AT 10 FT. ON CENTER.
N.T.S.
TYPICAL SILTSOXX SEDIMENT CONTROL
36" STAKES DRIVEN
ON DOWNSLOPE
SIDE OF FENCE
SLOPE
FILTER FABRIC
ATTACHED TO STAKES
ON UPSLOPE SIDE.
36" MIN.
STAKE
FILTER FABRIC
FORM 6" MIN. DEEP TRENCH.
LAY FABRIC IN BOTTOM
COVER WITH COMPACTED
SOIL OR STONE
BALLAST
SECTION A-A
SILT FENCE SPACING CHART
SPACINGSLOPE
5% TO 10%
10% TO 20%
> 20%15 FT. OR LESS
25 FT. OR LESS
50 FT. OR LESS
NOTES
N.T.S.
TYPICALTEMPORARY SILT FENCE
FASTEN
FENCE TO
STAKE
WOODEN
STAKE
ORANGE POLYESTER MESH WEBBING
BY WORLD CUP SUPPLY OR APPROVED
EQUAL. (3" WIDE MIN.)
A
A
N.T.S.
TYPICAL CONSTRUCTION
LIMIT BARRIER
SECTION A-A
INCORRECT
SILT FENCE INSTALLED PARALLEL TO
SLOPE (PERPENDICULAR TO CONTOUR)
IN ONE, LONG RUN
30°
NOTE: J-HOOKS SHALL BE USED
WHENEVER THE SILT FENCE LINE
IS INSTALLED AT AN ANGLE OF 30
DEGREES OR GREATER FROM
PARALLEL TO THE CONTOURS
CORRECT
SILT FENCE INSTALLED IN SHORTER RUNS WITH
J-HOOKS TO AVOID CONCENTRATION OF FLOWS
AT ONE LOCATION BY TRAPPING RUNOFF AT
MULTIPLE POINTS ALONG A SLOPE.
1. PROPER INSTALLATION OF J-HOOKS PROVIDES SILT FENCE THE ABILITY TO
TEMPORARILY POND RUNOFF, ALLOWING TIME FOR SEDIMENTS TO SETTLE.
2. LONG RUNS OF SILT FENCE BETWEEN J-HOOKS SHOULD BE AVOIDED REFER TO
ADJACENT TABLE FOR PROPER SPACING OF J-HOOKS.
3. J-HOOKS SHOULD BE BUILT ALONG CONTOUR IN A "SMILE" SHAPE WITH A MINIMUM
WIDTH OF 20 FEET AND MINIMUM DEPTH OF 10 FEET.
4. ALONG A NARROW RIGHT OF WAY, NARROWER J-HOOKS CAN BE USED WITH A
HIGHER SPACING FREQUENCY.
20'
10'
SLOPE
STEEPNESS
MAXIMUM SPACING
BETWEEN SILT FENCE
J-HOOKS (FT.)
2:1 SLOPE (50%)
3:1 SLOPE (33%)
4:1 SLOPE (25%)
5:1 SLOPE OR
FLATTER (50%)
25
50
75
100
NOTES
SLOPE SLOPE
SILT
FENCE
SILT
FENCELIMITS OF
CLEARING
LIMITS OF
CLEARING
AVOID LARGE
GAPS BETWEEN
BOTTOM OF
ABOVE GRADIENT
J-HOOK AND THE
NEXT SILT FENCE
LINE. (6" MAXIMUM)
N.T.S.
TYPICAL SILT FENCE "J-HOOK" CONSTRUCTION
ORANGE POLYESTER
MESH WEBBING BY
WORLD CUP SUPPLY
OR APPROVED EQUAL.
(3" WIDE MIN.)
WOODEN
STAKE
AREA TO BE
PROTECTED
WORK AREA
FLOW
5" TO 12" DIAMETER
SILTSOXX, OR
APPROVED EQUAL.
SIZE OF SILTSOXX
WILL BE BASED ON
APPLICATION,
CHECK WITH
ENGINEER FOR SIZE.
CONCRETE BLOCKS
OR SAND BAGS FOR
SUPPORT FOR
SILTSOXX, 10' ON
CENTER. IF SLOPES
PERMIT SILTSOXX
MAY NOT NEED
SUPPORT.
AREA TO BE
PROTECTED
PLAN
SECTION
N.T.S.
TYPICAL SILTSOXX INSTALLATION ON PAVEMENT
1.CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION, MAINTENANCE,
AND REMOVAL OF SILTSOXX IN ALL LOCATIONS SHOWN ON THE PLANS.
2.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND ADDITIONAL SILTSOXX WILL
BE ADDED WHEN SEDIMENT REACHES HALF OF PRODUCT HEIGHT.
3.WHEN INSTALLING LENGTHS OF SILTSOXX, LENGTHS WILL OVERLAP BY MINIMUM 2'
WHEN TRANSITIONING TO A NEW LENGTH OF WATTLE.
4.CONTRACTOR SHALL REFER TO ALL MANUFACTURES SPECIFICATIONS AND
DETAILS.
5.SILTSOXX IS A SPECIFIC MANUFACTURER, OTHER MANUFACTURERS WITH EQUAL
PRODUCTS MAY BE USED IF APPROVED BY ENGINEER.
NOTES
CATCH
BASIN
N.T.S.
SILTSOXX INLET PROTECTION
WIRE TIES
STORM
GRATE
5" TO 12" DIAMETER
SILTSOXX, OR
APPROVED EQUAL.
SIZE OF SILTSOXX
WILL BE BASED ON
APPLICATION,
CHECK WITH
ENGINEER FOR SIZE.
DRAIN
INLET PLAN
CURBSIDE
OPTION A
CURBSIDE
OPTION B
5" TO 12" DIAMETER SILTSOXX,
OR APPROVED EQUAL. SIZE OF
SILTSOXX WILL BE BASED ON
APPLICATION, CHECK WITH
ENGINEER FOR SIZE.
STORM
GRATE
MATERIAL TO BE
DRAWN IN AND
TIED OFF TO
WOODEN STAKECURB CURB
CATCH
BASIN
5" TO 12" DIAMETER SILTSOXX, OR APPROVED
EQUAL. SIZE OF SILTSOXX WILL BE BASED ON
APPLICATION, CHECK WITH ENGINEER FOR SIZE.
CURB
MATERIAL TO BE
DRAWN IN AND
TIED OFF TO
WOODEN STAKE
SECURE TO
GRATE WITH TIE
DOWNS
DRAIN INLET
SECTION
CURBSIDE
SECTION
1.CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION, MAINTENANCE, AND REMOVAL OF
SILTSOXX IN ALL LOCATIONS SHOWN ON THE PLANS.
2.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND ADDITIONAL SILTSOXX WILL BE ADDED
WHEN SEDIMENT REACHES HALF OF PRODUCT HEIGHT.
3.WHEN INSTALLING LENGTHS OF SILTSOXX, LENGTHS WILL OVERLAP BY MINIMUM 2' WHEN
TRANSITIONING TO A NEW LENGTH OF WATTLE.
4.CONTRACTOR SHALL REFER TO ALL MANUFACTURES SPECIFICATIONS AND DETAILS.
5.SILTSOXX IS A SPECIFIC MANUFACTURER, OTHER MANUFACTURERS WITH EQUAL PRODUCTS MAY
BE USED IF APPROVED BY ENGINEER.
NOTES
3B.
1.
6.
7.
2.
5.
4.8.
3.
1.
3A.
NOTE: BLANKET SHALL BE USED ON SLOPES 3:1 OR STEEPER
EROSION CONTROL BLANKET
NORTH AMERICAN GREEN S75BN
MATERIAL SPECIFICATIONS:
·EROSION CONTROL BLANKET SHALL BE A
MACHINE-PRODUCED MAT OF 100%
AGRICULTURAL STRAW.
·THE BLANKET SHALL BE OF CONSISTENT
THICKNESS WITH THE STRAW EVENLY
DISTRIBUTED OVER THE ENTIRE AREA OF
THE MAT. THE BLANKET SHALL BE COVERED
ON THE TOP SIDE WITH 100%
BIODEGRADABLE WOVEN NATURAL ORGANIC
FIBER NETTING HAVING AN APPROXIMATE
1/2" X 1" MESH AND BE SEWN TOGETHER
WITH BIODEGRADABLE THREAD.
·STRAW EROSION CONTROL BLANKET SHALL
BE S75BN AS MANUFACTURED BY NORTH
AMERICAN GREEN, INC. (812-867-6632) OR
EQUIVALENT. EROSION CONTROL BLANKET
SHALL HAVE THE FOLLOWING PROPERTIES:
MATERIAL CONTENT:
·STRAW: 100% (0.50 lbs/sq.yd.)(0.27
kg/m2)
·NETTING: ONE SIDE ONLY, LENO
WOVEN 100% BIODEGRADABLE
NATURAL ORGANIC FIBER
(APPROX. WEIGHT 9.3 lbs./100 sq. ft.)
·THREAD: BIODEGRADABLE
PHYSICAL SPECIFICATIONS (ROLL):
·WIDTH: 6.67 feet (2.03 m)
·LENGTH: 108 feet (32.92 m)
·WEIGHT: 46.4 lbs. ± 10% (21.05 kg)
·AREA: 80 sq. yd. (50 m2)
THE
HOMESTEAD
SCHOOL
1233F Shelburne Road (VT Route 7)
South Burlington, Vermont
BLANK
PROPERTY INFORMATION:
ADDRESS: 1233F SHELBURNE ROAD
PARCEL ID: 1540-1233F
SPAN: 600-188-11945
GRANDLIST ACREAGE: 0.09 ACRES (CONDO)
ZONING: COMMERCIAL 1
FRONT YARD BUILDING SETBACK: 30'
BACK YARD BUILDING SETBACK: 30'
SIDE YARD BUILDING SETBACK: 10'
MAXIMUM BUILDING COVERAGE: 40%
MAXIMUM TOTAL LOT COVERAGE: 70%
PROPERTY OWNER/APPLICANT:
REPERIO PROPERTIES, LLC
C/O JEFF O'HARA
P.O. BOX 1133
WILLISTON, VERMONT 05495
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
C-2.02
DETAILS
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446 www.krebsandlansing.com
STAMP:
N.T.S.
SCHEMATIC FENCE DETAIL DESIGNED
AND INSTALLED BY FENCE CONTRACTOR
NOTES
N.T.S.
INDIVIDUAL TREE PROTECTION
FLAGGING - PROJECT DEMARCATION
1.PROTECT TREE ROOT SYSTEMS FROM DAMAGE CAUSED BY RUNOFF OR SPILLAGE OF NOXIOUS
MATERIALS WHILE MIXING, PLACING, OR STORING CONSTRUCTION MATERIALS. PROTECT ROOT
SYSTEMS FROM PONDING, ERODING, OR EXCESSIVE WETTING CAUSED BY DEWATERING OPERATIONS.
2.PROTECTION-ZONE FENCING: INSTALL PROTECTION-ZONE FENCING AT THE DRIP EDGE OF TREE, TO
THE EXTENT PRACTICAL. APPROXIMATE DIAMETER DISTANCE SHOULD BE 1' PER EVERY INCH
DIAMETER OF TREE DIAMETER MEASURED AT DBH (DIAMETER @ BREAST HEIGHT). INSTALL SILT
FENCING OR APPROVED EQUAL ALONG EDGES OF PROTECTION ZONES. FENCING SHALL BE
MAINTAINED THROUGHOUT CONSTRUCTION AND LIMIT FOOT AND VEHICLE TRAFFIC NEAR TREE.
3.PRUNE ROOTS THAT ARE AFFECTED BY TEMPORARY AND PERMANENT CONSTRUCTION. ROOT
PRUNING SHALL ONLY BE DONE IF ABSOLUTELY NECESSARY, AVOID TO THE EXTENT PRACTICAL.
PRUNE ROOTS AS FOLLOWS:
·CUT ROOTS MANUALLY BY DIGGING A TRENCH AND CUTTING EXPOSED ROOTS WITH SHARP
PRUNING INSTRUMENTS: DO NOT BREAK, TEAR, CHOP OR SLANT THE CUTS. DO NOT USE A
BACKHOE OR OTHER EQUIPMENT THAT RIPS, TEARS OR PULLS ROOTS.
·CUT ENDS: DO NOT PAINT CUT ROOT ENDS
·TEMPORARILY SUPPORT AND PROTECT ROOTS FROM DAMAGE UNTIL T HEY ARE PERMANENTLY
REDIRECTED AND COVERED WITH SOIL.
·COVER EXPOSED ROOTS WITH BURLAP AND WATER REGULARLY.
·BACKFILL AS SOON AS POSSIBLE.
4.CROWN PRUNE BRANCHES THAT ARE AFFECTED BY TEMPORARY AND PERMANENT CONSTRUCTION.
CROWN PRUNING SHALL ONLY BE DONE IF ABSOLUTELY NECESSARY, AVOID TO THE EXTENT
PRACTICAL. PRUNE BRANCHES AS FOLLOWS:
·PRUNE TREES TO REMAIN TO COMPENSATE FOR ROOT LOSS CAUSED BY DAMAGING OR CUTTING
ROOT SYSTEM. PROVIDE SUBSEQUENT MAINTENANCE DURING CONTRACT PERIOD AS
RECOMMENDED BY ARBORIST.
·PRUNING STANDARDS: PRUNE TREES ACCORDING TO ANSI A300 (PART1).
·CUT BRANCHES WITH SHARP PRUNING INSTRUMENTS; DO NOT BREAK OR CHOP.
·DO NOT APPLY PRUNING PAINT TO WOUNDS.
5.WHERE NEW FINISH GRADE IS INDICTED BELOW EXISTING GRADE AROUND TREES, SLOPE GRADE
BEYOND THE PROTECTION ZONE. MAINTAIN EXISTING GRADES WITHIN THE PROTECTION ZONE TO THE
EXTENT PRACTICAL.
6.WHERE NEW FINISH GRADE IS INDICATED ABOVE EXISTING GRADE AROUND TREES, SLOPE GRADE
BEYOND THE PROTECTION ZONE. MAINTAIN EXISTING GRADES WITHIN THE PROTECTION ZONE TO THE
EXTENT PRACTICAL.
7.CONTRACTOR FAILS TO ENFORCE TREE PROTECTION MEASURES, RESULTING IN DAMAGE AND LOSS
OF TREE(S), CONTRACTOR SHALL REPLACE TREE(S) WITH A 4" CALIPER SUBSTITUTE AT THE
CONTRACTORS EXPENSE.
PROTECTIVE ZONE FENCING.
FENCING WILL BE SILT FENCE,
SNOW FENCE OR APPROVED
EQUAL.
EXISTING TREE TO BE
PROTECTED
WODDEN STAKES, 10' MAXIMUM
SPACING BETWEEN STAKES,
SEE SILT FENCE DETAIL FOR
ADDITIONAL INFORMATION.
EXISTING
GRADE
CONTRACTOR MAY ADD
MULCH OR SILT SOXX
AROUND PROTECTIVE
ZONE FENCING FOR
ADDITIONAL PROTECTION.
THE
HOMESTEAD
SCHOOL
1233F Shelburne Road (VT Route 7)
South Burlington, Vermont
PROPERTY INFORMATION:
ADDRESS: 1233F SHELBURNE ROAD
PARCEL ID: 1540-1233F
SPAN: 600-188-11945
GRANDLIST ACREAGE: 0.09 ACRES (CONDO)
ZONING: COMMERCIAL 1
FRONT YARD BUILDING SETBACK: 30'
BACK YARD BUILDING SETBACK: 30'
SIDE YARD BUILDING SETBACK: 10'
MAXIMUM BUILDING COVERAGE: 40%
MAXIMUM TOTAL LOT COVERAGE: 70%
PROPERTY OWNER/APPLICANT:
REPERIO PROPERTIES, LLC
C/O JEFF O'HARA
P.O. BOX 1133
WILLISTON, VERMONT 05495
1
BLUE SPACE OPEN = ±18.2 S.F.
FENCE SPACE = ±17.6 S.F.
POSTS SHALL EXTEND
5" HIGHER THAN THE
TOP OF FENCE PANEL,
SEE SCHEMATIC BELOW
POSTS SHALL EXTEND
5" HIGHER THAN THE
TOP OF FENCE PANEL,
SEE SCHEMATIC BELOW
FENCE PANEL WILL SIT 2"
ABOVE EXISTING GRADE,
SEE SCHEMATIC BELOW
FENCE PANEL WILL SIT 2"
ABOVE EXISTING GRADE,
SEE SCHEMATIC BELOW
N.T.S.
DETAILS BY WEATHERABLES FENCING,
CHELSEA STYLE VINYL PICKET FENCE
N.T.S.
SCHEMATIC FENCE OPAQUE
CALCULATION FOR PROPOSED FENCE