HomeMy WebLinkAboutSD-24-08 - Plans - Non-Record - 0850 Hinesburg Road3
8
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SHED
POOL
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ELEC. METER
ON BOARD
HOUSE
(#950)
S
ELEC. METER
GAS REGULATOR
PROPANE
TANKS
GARAGE
COMM BOX
APPROX. LOCATION OF
EXIST. SEPTIC SYSTEM
APPROX. LOCATION OF
EXIST. SEPTIC SYSTEM
APPROX. LOCATION OF
EXIST. SEPTIC SYSTEM
A/C
ELEC. METER
A/C
PROPANE TANK
GARAGE
(#896)
SHED
HOUSE
(#900)
HOUSE
(#896)
SHED
SILO
(898)
ELEC. METER
ELEC. METER
PROPANE TANK
EXIST. SOLAR PA
N
E
L
S
EL. EASE. 10' FROM PL
PROBABLE GAS &
WATER EASEMENTS
40' FROM PL
20' SEWER EASEMENT
725.79' N 83°09'1
5
"
E
59
8
.
9
4
'
S
0
4
°
5
0
'
1
1
"
E
S 83°07'45" W
727.48'
N
0
5
°
5
3
'
2
1
"
W
4
2
0
.
7
2
'
17
8
.
9
1
'
N
0
1
°
4
9
'
1
2
"
W
OIL FILL
GAS REGULATORGAS REGULATOR
OIL FILL
ELEC. METER
ELEC. PANEL
UTIL. CABINET
SHED
A/C
FUEL PUMPS (3)
OIL FILL
GAS VALVE
WATER VALVE
BLUE PAINT
COMM. VAULT
WATER VALVE
WATER
PIPELINE
MARKER
MANHOLE (BLUE)
BLUE PAINT
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COMM. VAULT
S
S
S
S
S
S
S
S
S
S
S
S
N/F
WATERLOO REAL
ESTATE GROUP, LLC
(DR Power Equipment)
N/F
BURLINGTON
PROPERTIES LTD
(Dynapower)
N/F
LANDRUM
(Lane Press)
N/F
835 HINESBURG
ROAD. LLC
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
385
38
5
38
5
38
5
390
39
0
39
0
39
0
39
5
39
5
39
5
39
5
380
38
0
38
0
41
5
41
5
41
5
4
0
0
40
0
40
0
40
0
42
0
420
420
42
0
42
0
41
0
4
1
0
41
0
41
0
4
0
5
40
5
40
5
37
5
3
7
5
375
37
5
37
5
370
37
0
37
0
37
0
365
365
PRESUMED WETLAND (AS
SHOWN ON PREVIOUS
LANE PRESS PLANS)
SS
SS
S
S
HI
N
E
S
B
U
R
G
R
O
A
D
O
E
O
E
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE OE
OE
OE
OE
OE
OE
GAS
REGULATOR
EX. SMH
RIM 372.4
INV. 364.0 (8" NW)
INV. 363.9 (8" N)
INV. 363.8 (8" S)
50'
WETL
A
N
D
BUFF
E
R
50' WETL
A
N
D
BUFFER
EX. SMH
RIM 370.2±
INV. 358.4
INV. 358.3
EX. SMH
RIM 373.2±
INV.
LIMITS OF WETLAND/BUFFER
HAZARD AS DEPICTED ON
'NATURAL RESOURCES MAP'
SOUTH BURLINGTON, VERMONT
ADOPTED FEB. 7, 2022
W
W
W
W
W
W
W
W
W
W
N/F
WGM ASSOCIATES
(±10.05 ACRES)
NO WETLANDS ON SUBJECT
PROPERTY PER SITE
INVESTIGATION BY TRUDELL
CONSULTING ENGINEERS
NO WETLANDS ON SUBJECT
PROPERTY PER SITE
INVESTIGATION BY TRUDELL
CONSULTING ENGINEERS
SEE SHEET L-1
FOR EXISTING
TREE CALLOUTS
DSM
DSM
SAL
1" = 40'
24110
C1.0
MAR., 2024
LOCATION MAP
1" = 2000'
WGM ASSOCIATES
c/o KEITH WRIGHT
P.O. BOX 2352
SOUTH BURLINGTON
VERMONT 05407
7-LOT
SUBDIVISION
EXISTING
CONDITIONS
PLAN
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
NOTES
1.UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALL
UTILITIES LOCATED UPON OR ADJACENT TO THE SURVEYED PREMISES.
EXISTING UTILITY LOCATIONS ARE APPROXIMATE ONLY. THE CONTRACTOR
SHALL FIELD VERIFY ALL UTILITY CONFLICTS. ALL DISCREPANCIES SHALL BE
REPORTED TO THE ENGINEER. THE CONTRACTOR SHALL CONTACT DIG SAFE
(888-344-7233) PRIOR TO ANY CONSTRUCTION.
2.THIS PLAN IS NOT A BOUNDARY SURVEY AND IS NOT INTENDED TO BE USED AS
ONE.
3.PROPERTY LINE INFORMATION IS APPROXIMATE AND BASED ON EXISTING TAX
MAP INFORMATION. THIS PLAN IS NOT A BOUNDARY SURVEY AND IS NOT
INTENDED TO BE USED AS ONE.
4. SITE INFORMATION IS BASED ON A FIELD SURVEY PERFORMED BY CIVIL
ENGINEERING ASSOCIATES, INC MARCH 2024. CIVIL ENGINEERING ASSOCIATES,
INC. SURVEY ORIENTATION IS "GRID NORTH", VERMONT COORDINATE SYSTEM
OF 1983 (HORIZONTAL) AND NAVD88 (VERTICAL) ESTABLISHED FROM GPS
OBSERVATIONS ON SITE.
5.PROJECT BENCHMARK IS LAKE CHAMPLAIN ESTABLISHED FROM THE UNITED
STATES GEOLOGICAL SURVEY GAUGING STATION 04294500 LOCATED IN
BURLINGTON, VERMONT. (DATUM NGVD 29)
6.CONTOUR INFORMATION IS BASED UPON LiDAR DATA FROM VERMONT CENTER
FOR GEOGRAPHIC INFORMATION STATE WIDE 1' CONTOURS. HORIZONTAL AND
VERTICAL DATUM BASED ON VCS NAD 83 AND NAVD 88.
LEGEND
FM
E
G
ST
S
T
W
EXISTING CONTOUR
EXISTING CURB
EXISTING FENCE
EXISTING GRAVEL
EXISTING PAVEMENT
EXISTING GUARD RAIL
EXISTING SWALE
WETLANDS
WETLANDS BUFFER
EXISTING ELECTRIC
EXISTING FORCEMAIN
EXISTING GAS
EXISTING STORM
EXISTING GRAVITY SEWER
EXISTING TELEPHONE
EXISTING WATER
STREAM
TEST PIT
PERCOLATION TEST
PROJECT BENCHMARK
EXISTING WELL
EXISTING SEWER MANHOLE
EXISTING STORM MANHOLE
EXISTING CATCH BASIN
EXISTING HYDRANT
EXISTING SHUT OFF
EXISTING UTILITY POLE
EXISTING LIGHT POLE
EXISTING GUY WIRE/POLE
EXISTING SIGN
EXISTING DECIDUOUS TREE
EXISTING CONIFEROUS TREE
EDGE OF BRUSH/WOODS
APPROXIMATE SETBACK LINE
APPROXIMATE PROPERTY LINE
IRON ROD/PIPE FOUND
CONCRETE MONUMENT FOUND
W
S
D
EXISTING YARD DRAIN
OE EXISTING OVERHEAD ELECTRIC
UE EXISTING UNDERGROUND ELECTRIC
COM EXISTING COMMUNICATIONS
UNMARKED ANGLE POINT
APPROXIMATE EASEMENT LINE
116
89PROJECT
LOCATION
896, 900 & 950
HINESBURG RD.
SOUTH BURLINGTON, VT
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8
9
DSM
DSM
SAL
1" = 80'
24110
C1.1
MAR., 2024
LOCATION MAP
1" = 2000'
WGM ASSOCIATES
c/o KEITH WRIGHT
P.O. BOX 2352
SOUTH BURLINGTON
VERMONT 05407
7-LOT
SUBDIVISION
EXISTING
CONDITIONS
PLAN
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
116
89PROJECT
LOCATION
896, 900 & 950
HINESBURG RD.
SOUTH BURLINGTON, VT
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A
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SHED
HOUSE
(#950)
GARAGE
GARAGE
(#896)
SHED
HOUSE
(#900)
HOUSE
(#896)
SHED
SILO
(898)
725.79' N 83°09'1
5
"
E
59
8
.
9
4
'
S
0
4
°
5
0
'
1
1
"
E
S 83°07'45" W
727.48'
N
0
5
°
5
3
'
2
1
"
W
4
2
0
.
7
2
'
17
8
.
9
1
'
N
0
1
°
4
9
'
1
2
"
W
SHED
W
?
DE
C
K
PRESUMED WETLAND (AS
SHOWN ON PREVIOUS
LANE PRESS PLANS)
HI
N
E
S
B
U
R
G
R
O
A
D
S
S
50'
WETL
A
N
D
BUFF
E
R
50' WETL
A
N
D
BUFFER
F.F. 408.0
F.F. 396.0
F.F. 384.0
S
MAXINE'S WAY
CLOSE-OFF EXIST. CURB CUT
WITH THE REMOVAL OF THE
DRIVEWAY GRAVEL AND
REPLACEMENT WITH LAWN
AREA. SAWCUT AND REMOVE
EXISTING PAVED APRON.
CONVERT OVER-WIDE
AREA BY REMOVING
DRIVEWAY GRAVEL
AND REPLACEMENT
WITH LAWN AREA
40
'
M
A
X
.
MINIMUM APRON
PAVING LIMITS
PROPOSED STORMWATER
MANAGEMENT FACILITY
STONE LINED
SWALE (TYP.)
PROPOSED 20' WIDE
NEIGHBORHOOD STREET - NARROW
(PRIVATE STREET)
(SEE DETAIL ON SHT. C4.0)
FUTURE CONNECTOR ROAD TO BE
CONSTRUCTED UPON FUTURE
DEVELOPMENT OF LOTS 2 AND 3.
EASEMENT LIMITS ARE SHOWN ON
SURVEY PLAT SHT. P1
LOT 1B ACCESSORY STRUCTURE
BUILDING ENVELOPE
PROPOSED BUILDING
ENVELOPE (TYP.)
CONCEPTUAL SINGLE
FAMILY HOME
LOCATION (TYP.)
S
R1
5
4
.
0
'
R1
5
4
.
0
'
SEE SHRUBBERY
NOTE BELOW
SEE SHRUBBERY
NOTE BELOW
LOT 1A
0.26 ACRES
LOT 1B
1.52 ACRES
LOT 1C
0.52 ACRES LOT 1D
0.73 ACRES
LOT 2
3.00 ACRES
LOT 3
3.02 ACRES
CONCEPTUAL SINGLE
2-BR ACCESSORY
DWELLING UNIT (ADU)
F.F. 380.0
WETLAND BUFFER
IN OPEN SPACE
(3,366 S.F.)
WETLAND BUFFER
IN OPEN SPACE
(7,582 S.F.)
LOT 4
1.00 ACRE
MAXINE'S WAY
F.F. 418.0±
LEGEND
W
4/24/24 DSM REVISED PER VTRANS REVIEW
FM
G
ST
S
T
W
E
PROPOSED CONTOUR100
PROPOSED CURB
PROPOSED FENCE
PROPOSED GRAVEL
PROPOSED PAVEMENT
PROPOSED GUARD RAIL
PROPOSED SWALE
PROPOSED ELECTRIC
PROPOSED FORCEMAIN
PROPOSED GAS
PROPOSED STORM
PROPOSED GRAVITY SEWER
PROPOSED TELEPHONE
PROPOSED WATER
PROPOSED WELL
S PROPOSED SEWER MANHOLE
D PROPOSED STORM MANHOLE
PROPOSED CATCH BASIN
REBAR SET
CONCRETE MONUMENT SET
PROPOSED HYDRANT
PROPOSED SHUT OFF
PROPOSED UTILITY POLE
PROPOSED LIGHT POLE
PROPOSED EDGE OF BRUSH/WOODS
PROPOSED SETBACK LINE
PROPOSED PROPERTY LINE
1.UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALL UTILITIES LOCATED
UPON OR ADJACENT TO THE SURVEYED PREMISES. EXISTING UTILITY LOCATIONS ARE
APPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL UTILITY CONFLICTS. ALL
DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. THE CONTRACTOR SHALL CONTACT DIG
SAFE (888-344-7233) PRIOR TO ANY CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL HIRE A
PRIVATE UTILITY LOCATING FIRM TO LOCATE OWNER OWNED UNDERGROUND UTILITIES PRIOR TO
START OF ANY EXCAVATION.
2.ALL EXISTING UTILITIES NOT INCORPORATED INTO THE FINAL DESIGN SHALL BE REMOVED OR
ABANDONED AS INDICATED ON THE PLANS OR DIRECTED BY THE ENGINEER.
3.THE CONTRACTOR SHALL MAINTAIN AS-BUILT PLANS (WITH TIES) FOR ALL UNDERGROUND
UTILITIES. THOSE PLANS SHALL BE SUBMITTED TO THE OWNER AT THE COMPLETION OF THE
PROJECT.
4.THE CONTRACTOR SHALL REPAIR/RESTORE ALL DISTURBED AREAS (ON OR OFF THE SITE) AS A
DIRECT OR INDIRECT RESULT OF THE CONSTRUCTION.
5.ALL GRASSED AREAS SHALL BE MAINTAINED UNTIL FULL VEGETATION IS ESTABLISHED.
6.MAINTAIN ALL TREES OUTSIDE OF CONSTRUCTION LIMITS.
7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NECESSARY FOR COMPLETE AND
OPERABLE FACILITIES AND UTILITIES.
8.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL ITEMS AND MATERIALS
INCORPORATED INTO THE SITE WORK. WORK SHALL NOT BEGIN ON ANY ITEM UNTIL SHOP
DRAWING APPROVAL IS GRANTED.
9.IN ADDITION TO THE REQUIREMENTS SET IN THESE PLANS AND SPECIFICATIONS, THE
CONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL PERMIT CONDITIONS AND
ANY LOCAL PUBLIC WORKS STANDARDS.
10.THE TOLERANCE FOR FINISH GRADES FOR ALL PAVEMENT, WALKWAYS AND LAWN AREAS SHALL BE
0.1 FEET. UNLESS NOTED OTHERWISE, ALL EXISTING MANHOLE COVERS, VALVES, CURB STOPS AND
OTHER ITEMS TO REMAIN SHALL BE ADJUSTED TO THE NEW FINISH GRADE.
11.ANY DEWATERING NECESSARY FOR THE COMPLETION OF THE SITEWORK SHALL BE CONSIDERED
AS PART OF THE CONTRACT AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY.
12.THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN STATE HIGHWAY VT116 R.O.W. WITH
VTRANS AUTHORITIES.
13.THE CONTRACTOR SHALL INSTALL THE ELECTRICAL, CABLE AND TELEPHONE SERVICES IN
ACCORDANCE WITH THE UTILITY COMPANIES REQUIREMENTS.
14.EXISTING PAVEMENT AND TREE STUMPS TO BE REMOVED SHALL BE DISPOSED OF AT AN
APPROVED OFF-SITE LOCATION. ALL PAVEMENT CUTS SHALL BE MADE WITH A PAVEMENT SAW.
15.IF THERE ARE ANY CONFLICTS OR INCONSISTENCIES WITH THE PLANS OR SPECIFICATIONS, THE
CONTRACTOR SHALL CONTACT THE ENGINEER FOR VERIFICATION BEFORE WORK CONTINUES ON
THE ITEM IN QUESTION.
16.PROPERTY LINE INFORMATION IS APPROXIMATE AND BASED ON EXISTING TAX MAP INFORMATION.
THIS PLAN IS NOT A BOUNDARY SURVEY AND IS NOT INTENDED TO BE USED AS ONE.
17.IF THE BUILDING IS TO BE SPRINKLERED, BACKFLOW PREVENTION SHALL BE PROVIDED IN
ACCORDANCE WITH AWWA M14. THE SITE CONTRACTOR SHALL CONSTRUCT THE WATER LINE TO
TWO FEET ABOVE THE FINISHED FLOOR. SEE MECHANICAL PLANS FOR RISER DETAIL.
18.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING TESTING AND INSPECTION SERVICES
INDICATED IN THE CONTRACT DOCUMENTS, TYPICAL FOR CONCRETE AND SOIL TESTING.
19.THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT AND FIELD ENGINEERING REQUIRED FOR
COMPLETION OF THE PROJECT. CIVIL ENGINEERING ASSOCIATES WILL PROVIDE AN AUTOCAD FILE
WHERE APPLICABLE.
20.THE OWNER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ANY AND ALL SAFETY FENCES OR
RAILS ABOVE EXISTING AND PROPOSED WALLS. THE OWNER SHALL VERIFY LOCAL, STATE AND
INSURANCE REQUIREMENT GUIDELINES FOR THE INSTALLATION AND VERIFY ANY AND ALL
PERMITTING REQUIREMENTS.
GENERAL NOTES
PROPOSED GUY WIRE/POLE
PROPOSED SIGN
PROPOSED YARD DRAIN
OE PROPOSED OVERHEAD ELECTRIC
UE PROPOSED UNDERGROUND ELECTRIC
COM PROPOSED COMMUNICATIONS
UNMARKED ANGLE POINT
PROPOSED EASEMENT LINE
DSM
DSM
SAL
1" = 40'
24110
C2.0
MAR., 2024
LOCATION MAP
1" = 2000'
WGM ASSOCIATES
c/o KEITH WRIGHT
P.O. BOX 2352
SOUTH BURLINGTON
VERMONT 05407
7-LOT
SUBDIVISION
PROPOSED
IMPROVEMENTS
PLAN
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
116
89PROJECT
LOCATION
NOTE: NO SHRUBBERY SHALL BE ERECTED, MAINTAINED, OR PLANTED ON
ANY LOT THAT OBSTRUCTS OF INTERFERES WITH TRAFFIC
VISIBILITY, IN THE CASE OF CORNER LOTS, SUCH RESTRICTED
AREA SHALL BE THE TRIANGULAR AREA FORMED BY THE LOT
LINES ALONG THE STREETS AND A LINE CONNECTING THEM AT
POINTS TWENTY-FIVE (25) FEET FROM THE INTERSECTION.
3.18 Residential and Commercial Building Energy Standards
A.Applicability.
This section shall apply to the receipt of a zoning permit for the construction and subsequent alteration of all new principal buildings
B.Residential Building Energy Standards (RBES). Residential buildings, as defined by 30 V.S.A. section 51(a)(2), that are a
principal building, shall comply with the RBES Stretch Code, as defined by 30 V.S.A. section 53)a). Such buildings for which the
RBES Certificate certifying compliance with the Stretch Code is not recorded in the South Burlington Land Records shall be deemed
land development without a zoning permit in violation of these Regulations.
896, 900 & 950
HINESBURG RD.
SOUTH BURLINGTON, VT
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P
M
SHED
HOUSE
(#950)
GARAGE
CEDAR HEDGE R
O
W
(
1
0
"
-
1
4
"
)
GARAGE
(#896)
SHED
HOUSE
(#900)
HOUSE
(#896)
SHED
SILO
(898)
CE
D
A
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H
E
D
G
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W
SHED
W
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DE
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HI
N
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B
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O
A
D
50'
WETL
A
N
D
BUFF
E
R
50' WETL
A
N
D
BUFFER
MAXINE'S WAY
SEE SHRUBBERY
NOTE BELOW
SEE SHRUBBERY
NOTE BELOW
CEDAR HEDGE (9"-1
5
"
)
(5) SPRUCE (12"x1
6
"
)
CEDAR HEDGE
10" SPRUCE
9" FLOWERING CRAB
14" MAPLE
8" MAPLE
17" ASH10" MAPLE
20" SPRUCE
4" MAPLE12" CEDAR 5" MAPLE
19" LOCUST
12" CRAB APPLE
22" ASH
26" SPRUCE
39" MAPLE
18" LOCUST
10" LOCUST
9" OAK
15" LOCUST
10" LOCUST
13" OAK
33" ELM
LOCUST
MAPLE
CEDAR
40" MAPLE
10" LOCUST
7" CRAB APPLE
12" SPRUCE
(6) CEDAR
MAPLE
ALDER
ALDER
LOCUST
BALSAM
BALSAMBALSAM
BALSAM
CEDAR HEDGE R
O
W
MAPLE MAPLE
MAPLE MAPLE
MAPLE
MAPLE
BALSAM
BALSAM
BALSAM
ASH
ASH
MAPLE
MAPLE
MAPLE
MAPLE
CRAB APPLE
CRAB APPLE
CRAB APPLE
ALDER
ALDER
ALDER
CEDAR HEDGE (7"-9")
CE
D
A
R
H
E
D
G
E
(
7
"
-
9
"
)
AMENITY AREA
(100 S.F.)
AMENITY AREA
(100 S.F.)
AMENITY AREA
(100 S.F.)
AMENITY AREA
(100 S.F.)
AMENITY AREA
(100 S.F.)
AMENITY AREA
(100 S.F.)
MAXINE'S WAY
STONE LINED
SWALE (TYP.)
NEW ROAD SURFACE
ASSUMED LIMITS
OF TRAVEL WAY
OF 'MAXINE'S WAY'FMSM
RM
SM
FM
SM
RM
FMSM
RM
SM
FM
SM
RM
DSM
DSM
SAL
1" = 40'
24110
L1.0
MAR., 2024
LOCATION MAP
1" = 2000'
WGM ASSOCIATES
c/o KEITH WRIGHT
P.O. BOX 2352
SOUTH BURLINGTON
VERMONT 05407
7-LOT
SUBDIVISION
LANDSCAPE PLAN
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
116
89PROJECT
LOCATION
NOTE: NO SHRUBBERY SHALL BE ERECTED, MAINTAINED, OR PLANTED ON
ANY LOT THAT OBSTRUCTS OF INTERFERES WITH TRAFFIC
VISIBILITY, IN THE CASE OF CORNER LOTS, SUCH RESTRICTED
AREA SHALL BE THE TRIANGULAR AREA FORMED BY THE LOT
LINES ALONG THE STREETS AND A LINE CONNECTING THEM AT
POINTS TWENTY-FIVE (25) FEET FROM THE INTERSECTION.
LOT 4
1.00 ACRES
LOT 1D
0.73 ACRES
LOT 1C
0.52 ACRES
LOT 1B
1.52 ACRES
LOT 1A
0.26 ACRES
LOT 2
3.0 ACRES
LOT 3
3.02 ACRES
896, 900 & 950
HINESBURG RD.
SOUTH BURLINGTON, VT
DET-L005
N.T.S.
TREE PLANTING DETAIL
REVISED 02/18/2015DE
T
-
L
0
0
5
T
r
e
e
P
l
a
n
i
n
g
PLANTING NOTES:
1.EXCAVATE A PIT WHICH IS AT LEAST TWICE THE DIAMETER OF THE ROOTBALL AND
SAME DEPTH - NO DEEPER.
2.REMOVE ALL STRING &/OR WIRE WRAPPED AROUND TRUNK.
3.REMOVE ALL STRAPS, ROPES, WIRE, &/OR STRINGS USED TO LIFT THE ROOTBALL.
4.REMOVE ALL BURLAP &/OR WIRE FROM THE TOP OF THE ROOT BALL.
5.TOP OF ROOTBALL TO BE SET FLUSH WITH FINISH GRADE.
2 - 2"x4" STAKE W/
LONG TAPER MIN.
18" INTO
UNDISTURBED SOIL
UNDISTURBED SOIL
TILLED AND LOOSENED
NATIVE SOIL BACKFILL
MULCH 3" DEPTH
DO NOT TOUCH THE ROOT
FLARE OF THE TREE
CREATE A SOIL SAUCER
WITH TOPSOIL
ROOTBALL
TILLED AND LOOSENED
NATIVE SOIL BACKFILL
STAKE
2 TIMES THE WIDTH
OF THE ROOTBALL
SizeScientific Name Common NameKey Condition
P L A N T L I S T
Acer saccharum Sugar MapleSM B & B
Acer rubrum Red MapleRM B & B
Acer x freemanil Freeman MapleFM B & B2.5"-3" Cal.
2.5"-3" Cal.
2.5"-3" Cal.
Qty
6
4
4
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GARAGE
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GARAGE
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SHED
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HOUSE
(#896)
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CEDAR HEDGE (9"-1
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"
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(5) SPRUCE (12"x1
6
"
)
10" SPRUCE
9" FLOWERING CRAB
14" MAPLE
8" MAPLE
17" ASH10" MAPLE
20" SPRUCE
4" MAPLE12" CEDAR 5" MAPLE
19" LOCUST
12" CRAB APPLE
22" ASH
26" SPRUCE
39" MAPLE
18" LOCUST
10" LOCUST
9" OAK
15" LOCUST
10" LOCUST
13" OAK
33" ELM
LOCUST
MAPLE
CEDAR
40" MAPLE
10" LOCUST
7" CRAB APPLE
12" SPRUCE
(6) CEDAR
MAPLE
ALDER
ALDER
LOCUST
BALSAM
BALSAMBALSAM
BALSAM
MAPLE MAPLE
MAPLE MAPLE
MAPLE
MAPLE
BALSAM
BALSAM
BALSAM
ASH
ASH
MAPLE
MAPLE
MAPLE
MAPLE
CRAB APPLE
CRAB APPLE
CRAB APPLE
ALDER
ALDER
ALDER
CEDAR HEDGE (7"-9")
CE
D
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H
E
D
G
E
(
7
"
-
9
"
)
DSM
DSM
SAL
1" = 40'
24110
L1.1
MAR., 2024
LOCATION MAP
1" = 2000'
WGM ASSOCIATES
c/o KEITH WRIGHT
P.O. BOX 2352
SOUTH BURLINGTON
VERMONT 05407
7-LOT
SUBDIVISION
TREE
PRESERVATION
PLAN
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
116
89PROJECT
LOCATION
Tree Protection and Retention Specification for Construction Site
1.Purpose:
The purpose of this specification is to establish guidelines and procedures for the protection and retention of the
existing trees to be retained within the construction site. The goal is to minimize potential damage to trees during
construction activities and ensure their long-term viability.
2.Scope:
This specification applies to all existing trees located within the construction site boundaries that are called for to be
retained. It covers activities from site preparation to project completion.
3.Pre-Construction Assessment:
a.Conduct a thorough inventory of existing trees, including species, size, health, and location.
b.Engage a certified arborist to assess the health and condition of the trees.
c.Identify and mark the Critical Root Zone (CRZ) for each tree, considering factors such as tree species, size, and soil
type. See the detail on this sheet for additional guidance.
d.Before any grading, demolition, or other disturbance, including tree removal, a pre-construction meeting shall be
held with City Arborist. Changes to the plan, based on field conditions, may be requested by the City Arborist at the
time of the pre-construction meeting.
4.Tree Protection Zone (TPZ):
a.Establish a Tree Protection Zone (TPZ) for each tree based on the CRZ.
b.Clearly demarcate TPZ boundaries using visible fencing or barricades.
5.Construction Activity Guidelines:
a.Tree protection shall be installed per plan, with any changes requested at the pre-construction meeting, and
inspected by a privately retained certified arborist.
b.No changes shall be made to tree conservation or proposed landscape unless directed or approved by the City
Arborist or privately retained certified arborist.
c.Prohibit any construction activity within the TPZ of protected trees.
d.Implement measures to prevent soil compaction, grade changes, or material storage within the TPZ.
e.Minimize vehicular and equipment traffic near trees, using designated pathways.
f.Limit excavation depth within the TPZ to avoid damage to the tree's root system.
g.Follow ANSI standards when pruning trees. Any pruning beyond 5% of the canopy shall be communicated to the
City Arborist
h.Removal of trees, noted for removal on the plan, inside a tree preservation area shall be performed, by hand,
without ground disturbance, or disturbance to nearby preserved trees. Trees in these areas shall be cut flush to the
ground, without stump grinding.
6.Mulching and Irrigation:
a.Apply a layer of organic mulch within the TPZ to conserve soil moisture and regulate temperature.
b.Implement a watering schedule during dry periods to ensure adequate moisture for tree health.
7.Root Pruning:
a.Prohibit root pruning without prior approval from the certified arborist.
b.If root pruning is necessary, ensure it is performed by qualified professionals following arboricultural best practices.
8.Monitoring and Reporting:
a.At the end of the project, conserved and planted trees must be inspected and approved by the City Arborist.
b.Conduct regular inspections of protected trees and TPZs.
c.Document any changes in tree health, signs of stress, or damage.
d.Report findings to the project manager and the certified arborist promptly.
9.Emergency Measures:
a.Establish emergency procedures in case of unforeseen events threatening tree health.
b.Designate responsible personnel to implement emergency measures as needed.
10.Post-Construction Care:
a.Implement a post-construction care plan, including additional mulching, fertilization, and any necessary tree
maintenance.
b.Conduct a final inspection to ensure the long-term health and stability of retained trees.
11.Compliance:
a.Ensure that all contractors, subcontractors, and project personnel are informed of and comply with this
specification.
b.Non-compliance may result in penalties and corrective actions as determined by the City of South Burlington.
TREE PRESERVATION PLAN- TREE PRESERVATION
LOT 1B
1.52 ACRES
LOT 1A
0.26 ACRES
LOT 2
3.0 ACRES
LOT 3
3.02 ACRES
896, 900 & 950
HINESBURG RD.
SOUTH BURLINGTON, VT
LOT 1C
0.52 ACRES
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APPROX. LOCATION
EXIST. WW SYSTEM
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SOLAR PANELS
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EXIST EL. & COMM. EASE.
10' FROM PL Vol. 176 Pg. 138
EXIST. GAS & WATER
EASEMENTS 40' FROM PL
(NOT ON SURVEYED PROPERTY)
EXIST. 20'
SEWER EASEMENT
N 83°09'15" E 725
.
7
9
'
T
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S 83°07'45" W 7
2
7
.
4
8
'
LOT 1A
0.26
ACRES LOT 1B
1.52 ACRES
LOT 1C
0.52 ACRES
LOT 1D
0.73 ACRES
LO
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LOT 2
3.00 ACRES
LOT 3
3.02 ACRES
73.05'
13
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8
2
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800 Hinesburg Rd.
n/f Waterloo Real Estate Group, LLC
Vol. 1599 Pg. 02
"DR Power Equip."
n/f
835 Hinesburg
Road, LLC
Vol. 468 Pg. 691
87 Meadowland Dr.
n/f Landrum
Vol. 218 Pg. 514
"Lane Press"
85 Meadowland Dr.
n/f Burlington Properties Ltd.
Vol. 514 Pg. 272
"Dynapower"
850, 900, 950 Hinesburg Rd.
WGM Associates
Vol. 655 Pg.16
Vol. 675 Pg. 550
10.05± Acres Total
87 Meadowland Dr.
n/f Landrum
PROPOSED WIDENING OF
HINESBURG RD. R.O.W. BY 7' &
PROPOSED 20' WIDE REC. EASE.
(LINE SHOWN AT 27')
TO
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>
40' R.O.W.
RW 5 RW 6
RW 14
RW 17
654.44'
N 78°00'16"
E
294.73'
S
0
4
°
5
0
'
1
1
"
E
22
3
.
5
3
'
N 88°21'58" E
89.33'
N 85°26'48" E
51.16'
N 80°46'30" E
225.54'
S 81°31'24" W
1
6
1
.
1
6
'
S 81°31'24" W 1
1
5
.
0
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'
S 81°31'24" W 1
4
1
.
2
3
'
S53°
2
3
'
5
3
"
W
86.3
8
'
S 87°19'33" W
34.49'
S 01°49'12" E
7.09'
S
0
5
°
5
3
'
2
1
"
E
2
2
2
.
6
7
'
N 01°49'12" W
40.00'
N01°36'27"W
34.14'
N 54°57'00" E
18.58'
N 03°54'08" W
95.03'
115.00'
86.67'
S
0
1
°
4
9
'
1
2
"
E
167.69'
N 83°09'15" E
1141.5' to CMF ->
17
0
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2
5
'
N
0
4
°
4
5
'
3
9
"
W
RW2RW1
RW 19
RW 18
MAXINE'S WAY
S
S
S
S
S
S
S
S
S
0
4
°
5
0
'
1
1
"
E
5
9
8
.
9
4
'
SS
SS
S
S
S
S
S
RW 7 RW 8
RW 11RW 12
RW 13
SH
E
D
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0
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5
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1
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E
12
1
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0
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2
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0
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1
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11
4
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1
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E
19
4
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S
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°
4
9
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1
8
"
E
19
8
.
1
8
'
20'
20'
74.13'
N88°05'01"E
81.40'
CMF
0.3' BG
CMF
0.4' AG
CMP
CMF
Flush
EXIST. GRAVEL EDGES
EXIST. GRAVEL AREA
EX
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A
V
.
D
R
.
RW 3
RW 4
RW 16
RW 15
RW 10
15
'
15
'
40'
n/f
Landrum
S
S
S
E1
E10
E1
E2
E3
E5
E6
E4
E4
E7
E8
E7
E9
E9
N
4
6
°
2
9
'
2
9
"
W
8
3
.
6
5
'
ACCESS
SEWER
ACCESS
WATER
ACCESS
SEWER
SEWER
EL / COM
EL / COM
WATER
TEMPORARY
TURNAROUND
SEWER
SEWER
ACCESS
PRIVATE 40' WID
E
R
.
O
.
W
.
SEWER
283.38'
N0
4
°
5
0
'
1
1
"
W
70
.
8
2
'
CMF
S
51
.
9
3
'
49
.
3
8
'
40'
40.06'
MA
X
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S
W
A
Y
PR
I
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E
N
0
5
°
5
3
'
2
1
"
W
1
9
8
.
0
5
'
FUTURE WIDENING
OF HWY. R.O.W. BY 7'
20' SETBACK FROM
FUTURE R.O.W.
FUTURE WIDENING OF
HIGHWAY R.O.W. BY 7'
20' SETBACK
FROM FUTURE R.O.W.
80'
20
'106'
40
'
73.04'
OE
OE
E7.1
SOLAR EQUIP.
S 88°05'01" W
E9
BLDG. ENV.
(TYPICAL)
BLDG. ENV.
(TYPICAL)
BLDG. ENV.
(TYPICAL)
BLDG. ENV.
(TYPICAL)
BLDG. ENV.
(TYPICAL)
E11
ACCESS
XXX
TRC
CEA
1" = 50'
24110
P1
NOT to SCALE
A
C
E
WGM
ASSOCIATES
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
896, 900 & 950 Hinesburg Rd.
South Burlington, Vermont
MAY __, 2024
Plat of Survey
7-Lot Subdivision
RECEIVED FOR RECORDING IN THE LAND RECORDS OF THE CITY
OF SOUTH BURLINGTON, VERMONT, AT______________ O'CLOCK
ON THE ______ DAY OF __________, 20_____.
ATTEST: ____________________________, CITY CLERK
APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW
BOARD OF THE CITY OF SOUTH BURLINGTON, VERMONT, ON
THE _____ DAY OF _____________, 20____, SUBJECT TO THE
REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION.
SIGNED THIS _____ DAY OF ______________, 20______.
BY ___________________________________, CHAIRPERSON
To the best of my knowledge and belief
this plat depicts the results of a survey
conducted by me as described in "Survey
Notes" above, based upon our analysis of
land records and evidence found in the
field. Existing boundaries shown are in
substantial conformance with the records,
except as noted. This plat is in substantial
compliance with 27 VSA 1403,
"Recording of Land Plats". This statement
valid only when accompanied by my
original signature and seal.
_______________________________
Timothy R. Cowan VT LS 597
- New Easement Notes -
E.1. New 40' Wide Access Easement across Lots 1A-1D and Lot 2 to serve City, Lots
1A-1D, Lots 2 - 4. (Includes T-shaped turn-around Lot 1D and Lot 2.)
E.2. New 20' Wide Access Easement across portions of Lot 1A and Lot 2, within
existing gravel drive to serve Lot 3.
E.3. New 30' Wide Shared Access Easement, centered on lot line, to serve Lots 2
and 3.
E.4. New 20' Wide Water Line Easement (SHADED) to serve Lots 1A - 1D, centered
on new water line as constructed.
E.5.New Sewer Line Easement to be centered on new sewer line as constructed, to
serve Lot 1A. (To be 20' wide except where restricted by property lines and/or
buildings.)
E.6. New 20' Wide Sewer Line Easement to be centered on new sewer line as
constructed, to serve Lot 3.
E.7. New Power & Communications Easement (SHADED) bound northerly by
existing northerly property line. (To be 20' wide except where restricted by
property lines and/or buildings.) To include Electrical Easement to/from existing
solar panels on Lots 1D and 4.
E.7.1. Extension easterly of 20' wide Easement E.7. for Access and Service to/from
existing solar panels, widening to 40' wide as shown surrounding panels.
E.8. New 10' Wide Sewer Easement on lands of Waterloo Real Estate Group to
serve Lot 1A.
E.9.New 20' Wide Sewer Easement, centered on new sewer line as constructed to
serve Lots 1A - 1D and Lot 3.
E.10 Temporary 40' wide easement for turnaround at SE corner of Lot 1D.
Dimensions as shown. Easement shall revert to Lot 1D upon extension of
Maxine's Way southerly and connecting with the Dynapower access road.
E.11 12' wide easement for service access to solar array.
PROGRESS PLANS
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
05/07/24
- Location Map -
NOT to SCALE
- Survey Notes -
1.Purpose of this survey is to retrace the boundaries of an existing parcel of land deeded to WGM
Associates by deed recorded in Volume 675 at Page 550 of the South Burlington Land Records.
Other neighboring property lines and buildings shown MAY be approximate only, and are shown
for information purposes only.
- Referenced Plats or Plans -
A. "Property Survey, Wright Farm, Hinesburg Rd., ... Owned by H. & B. Realty, Inc." dated
2/7/1979 by Engineers Incorporated of Vermont. Map Slide 150.1, South Burlington
Land Records (SBLR)
B. "Plat of Land of Semicon Components, Inc." dated 12/6/1981 and last revised
8/29/1986 by Trudell Consulting Engineers Inc. [TCE] Map Slide 193.1 of SBLR.
C. "ALTA/ACSM Land Title Survey, Telephone Operating Company of Vermont, LLC ... 800
Hinesburg Road." dated 9/11/2014 by TCE. Not of Record.
D. "Site Plan, WRT - South Burlington Property LLC", last revised 2/10/2016 by TCE.
Not of Record.
E. "Proposed 4-Lot Subdivision, Burlington Properties, L.P." dated March 10, 2010 and last
revised Sept. 15, 2010 by Civil Engineering Associates, Inc. Map Slide 549.4, SBLR.
F. "Plat of Land of Mitel, Inc.", last revised 5/21/1984, by TCE. Map Slide 170.4, SBLR.
G. "Landrum and Orchard Lake Road Properties", last revised 2/03/1988, by TCE.
Map Slide 208.5, SBLR.
- Wright Lane R.O.W. -
116
89PROJECT
LOCATION
LINE BEARING DISTANCE
RW 2 - 3 N 88°05'01" E 115.53'
RW 4 -5 S 72°12'36" E 36.54'
RW 6 -7 N 81°31'24" E 320.88'
RW 7 - 8 N 81°31'24" E 40.06'
RW 8 - 10 S 04°50'11" E 20.04'
RW 11-12 S 85°09'49" W 40.00'
RW 12-13 N 04°50'11" W 48.24'
RW 13-14 S 81°31'24" W 318.33'
RW 15-16 N 72°12'36" W 36.54'
RW 17-18 S 88°05'01" W 108.33'
CURVE RADIUS ARC DELTA
RW 3-4 120.00'41.27'19°42'23"
RW 5-6 80.00'36.67'26°15'59"
RW 14-15 120.00'55.01'26°15'59"
RW 16-17 80.00'27.52'19°42'23"
E9
- Legend -
- Lease Agreement -
1.Facilities on and near the silo shown on on the southerly part of proposed
Lot 1A are or may be subject to a Lease Agreement made with
Independant Wireless One Leased Realty Corp., dated March 25, 2013
and recorded in Volume 1148 at Page 328. NOT PLOTTABLE.
2.Field survey was conducted during March 2024 with RTK GPS and electronic total station instrumentation.
Bearings shown are from Grid North, Vermont Coordinate System of 1983, based upon our GPS observations on
or adjacent to the site (Reference Frame NAD83 (2011, Epoch 2010)).
3. Concrete monuments shown as “found” are typically 4" x 4". Condition of markers found are “good” unless
otherwise noted. Corners denoted “Proposed” shall typically consist of 5/8” diameter rebar or 4" square concrete
monuments capped with aluminum disks stamped “CEA, Inc. - VT LS 597”, typically set flush with existing grade.
4. Hinesburg Road (VT. Route 116) is a public highway with a historical R.O.W. width of 4 rods (66'). Proposals
exist to widen the R.O.W. by 14' and require a 20' building setback therefrom, as shown.
5. Land areas shown for Lots 1A, 2 and 3 are to the existing sideline of Hinesburg Road (VT. Route 116.)
6. Not being within the scope of this survey, Civil Engineering Associates, Inc. has conducted no investigation
whatsoever respecting whether or not the property and each component thereof is in compliance with state or
local permits.
7. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed
premises. Existing utility locations are approximate only. Buried utilities shown are depicted based solely on
surface indications. Actual locations may vary. Contact Dig Safe (888-344-7233) prior to any construction.
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GARAGE
A/C A/C
GARAGE
(#896)
SHED
HOUSE
(#900)
HOUSE
(#896)
SHED
SILO
(898)
EXIST. SOLAR PA
N
E
L
S725.79' N 83°09'1
5
"
E
59
8
.
9
4
'
S
0
4
°
5
0
'
1
1
"
E
S 83°07'45" W
727.48'
N
0
5
°
5
3
'
2
1
"
W
4
2
0
.
7
2
'
17
8
.
9
1
'
N
0
1
°
4
9
'
1
2
"
W
SHED
A/C
W
?
DE
C
K
HI
N
E
S
B
U
R
G
R
O
A
D
F.F. 408.0
F.F. 396.0
F.F. 384.0
F.F. 380.0
F.F. 418.0±
LEGEND
PROPOSED CONTOUR100
PROPOSED CURB
PROPOSED FENCE
PROPOSED GRAVEL
PROPOSED PAVEMENT
PROPOSED SETBACK LINE
PROPOSED PROPERTY LINE
PROPOSED EASEMENT LINE
DSM
DSM
SAL
1" = 40'
24110
MP-1
MAR., 2024
LOCATION MAP
1" = 2000'
WGM ASSOCIATES
c/o KEITH WRIGHT
P.O. BOX 2352
SOUTH BURLINGTON
VERMONT 05407
7-LOT
SUBDIVISION
PROPOSED
MASTER PLAN
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
896, 900 & 950
HINESBURG RD.
SOUTH BURLINGTON, VT
116
89PROJECT
LOCATION
LOT 4
1.00 ACRES
LOT 1D
0.73 ACRES
LOT 1C
0.52 ACRES
LOT 1B
1.52 ACRES
LOT 1A
0.26 ACRES
LOT 2D
0.69 ACRES
LOT 2C
0.52 ACRES
LOT 2B
0.75 ACRES
LOT 2A
1.04 ACRES
LOT 3A
2.05 ACRES
LOT 3B
0.49 ACRES
LOT C
0.48 ACRES
PHASE 3
FUTURE POTENTIAL
DEVELOPMENT
MAXINE'S
WAY
PHASE 2
FUTURE POTENTIAL
DEVELOPMENT
PHASE 1
2024-2029
PHASE 1
·ROAD & UTILITY CORRIDOR ALONG
EAST-WEST PORTION OF MAXINE'S WAY
·SEWER CONNECTION & STORMWATER
MANAGEMENT
·CIVIC SPACE INFRASTRUCTURE
(COMMUNITY GARDENS)
·BUILDING CONSTRUCTION
PHASE 2
·NORTH-SOUTH ROAD &
UTILITY CONSTRUCTION
·BUILDING CONSTRUCTION
PHASE 3
·UTILITY EXTENSIONS
·BUILDING CONSTRUCTION
PHASE 1 ROAD
CONSTRUCTION
LIMITS
PHASE 3
DEDICATION OF
R.O.W./EASEMENT
P:\
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LANDON ROAD
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PET RESORT
AND SPA
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85 MEADOWLAND DR.
DR POWER
EQUIPMENT
800 HINESBURG RD.
LANE PRESS
87 MEADOWLAND DR.
VT
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STERLING
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896 HINESBURG RD.
900 HINESBURG RD.
950 HINESBURG RD.
898 HINESBURG RD.
1037 HINESBURG RD.
1045 HINESBURG RD.
OFFICIAL MAP -
PROPOSED PATH
IN 20' R.O.W
OFFICIAL MAP -
PROPOSED EXIT 12B
OFF-RAMP
CITY PLAN 2024 -
PROPOSED SHARED
USE PATH ALONG
HINESBURG RD.
EXISTING
RECREATION
PATH
EXISTING 20' WIDE
REC. PATH
EASEMENT
DSM
DSM
SAL
1" = 80'
24110
MP-2
MAR., 2024
LOCATION MAP
1" = 2000'
WGM ASSOCIATES
c/o KEITH WRIGHT
P.O. BOX 2352
SOUTH BURLINGTON
VERMONT 05407
7-LOT
SUBDIVISION
PLANNING
AREA PLAN
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
116
89PROJECT
LOCATION
896, 900 & 950
HINESBURG RD.
SOUTH BURLINGTON, VT
P:\
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W
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W
W
W
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W
HOUSE
(#950)
S
GARAGE
GARAGE
(#896)
SHED
HOUSE
(#900)
HOUSE
(#896)
SHED
SILO
(898)
EL. EASE. 10' FROM PL
PROBABLE GAS &
WATER EASEMENTS
40' FROM PL
20' SEWER EASEMENT
725.79' N 83°09'1
5
"
E
59
8
.
9
4
'
S
0
4
°
5
0
'
1
1
"
E
S 83°07'45" W
727.48'
N
0
5
°
5
3
'
2
1
"
W
4
2
0
.
7
2
'
17
8
.
9
1
'
N
0
1
°
4
9
'
1
2
"
W
SHED
W
?
DE
C
K
G
G
G
G
G
G
G
G
G
G
G
G
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
385
38
5
38
5
3
8
5
390
39
0
39
0
3
9
0
39
5
39
5
39
5
39
5
380
3
8
0
38
0
41
5
41
5
41
5
4
0
0
40
0
40
0
40
0
4
2
0
420
420
42
0
42
0
41
0
41
0
41
0
41
0
4
0
5
40
5
40
5
37
5
3
7
5
375
37
5
37
5
370
37
0
37
0
37
0
365
365
PRESUMED WETLAND (AS
SHOWN ON PREVIOUS
LANE PRESS PLANS)
SS
SS
S
S
HI
N
E
S
B
U
R
G
R
O
A
D
O
E
O
E
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE OE
OE
OE
OE
OE
OE
S
S
S
S
S
S
W
S
S
S
0+00 1+00 2+00
3+00
4+00
5+00
6+00
6+59.96
50'
WETL
A
N
D
BUFFE
R
50' WETLA
N
D
BUFFER
40
0
40
5410
39
5
39
0
38
5
380
12" HDPE
INV. 396.512" HDPE
INV. 398.5
12" HDPE
INV. 386.25
12" HDPE
INV. 388.0
12" HDPE
INV. 379.0
37
9
S
S
S
37
7
37
6
15" HDPE
INV. 377.25
37
4
37
3
LEVEL SPREADER
TOP AT EL. 373.5
PRETREATMENT
FOREBAY
(N.W.S. 376.5)
GRAVEL WETLAND
SURFACE EL. 374.1
STONE SPILLWAY
12" F.E.S.
INV. 373.5
15" F.E.S.
INV. 376.5
37
5
37
6
OUTLET CONTROL
STRUCTURE
RIM 375.0
INV. 370.25 (6" W)
INV. 373.6 (12" E)
F.F. 408.0
F.F. 396.0
F.F. 384.0
S
GR
A
D
E
T
O
D
R
A
I
N
12" HDPE
INV. 379.5
STONE LINED
SWALE (TYP.)
37
8 37
8
37
8
MAXINE'S WAY
37
7
37
7
TOP OF BERM
EL. 377.2
EMERGENCY
OVERFLOW
EL. 376.2
TOP OF BERM
EL. 378.2
S
S
LOT 1A
0.26 ACRES
LOT 1B
1.52 ACRES
LOT 1C
0.52 ACRES LOT 1D
0.73 ACRES
LOT 2
3.00 ACRES
LOT 3
3.02 ACRES
W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
F.F. 380.0
S
S
S
S
LOT 4
1.00 ACRE
MAXINE'S WAY
F.F. 418.0±
DSM
DSM
SAL
1" = 40'
24110
C2.1
MAR., 2024
LOCATION MAP
1" = 2000'
WGM ASSOCIATES
c/o KEITH WRIGHT
P.O. BOX 2352
SOUTH BURLINGTON
VERMONT 05407
7-LOT
SUBDIVISION
PROPOSED
GRADING AND
DRAINAGE PLAN
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
116
89PROJECT
LOCATION
896, 900 & 950
HINESBURG RD.
SOUTH BURLINGTON, VT
P:\
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POOL
W
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W
W
W
W
W
W
W
ELEC. METER
ON BOARD
HOUSE
(#950)
S
ELEC. METER
GAS REGULATOR
PROPANE
TANKS
GARAGE
COMM BOX
APPROX. LOCATION OF
EXIST. SEPTIC SYSTEM
APPROX. LOCATION OF
EXIST. SEPTIC SYSTEM
APPROX. LOCATION OF
EXIST. SEPTIC SYSTEM
A/C
ELEC. METER
A/C
PROPANE TANK
GARAGE
(#896)
SHED
HOUSE
(#900)
HOUSE
(#896)
SHED
SILO
(898)
ELEC. METER
ELEC. METER
PROPANE TANK
EXIST. SOLAR PA
N
E
L
S
EL. EASE. 10' FROM PL
PROBABLE GAS &
WATER EASEMENTS
40' FROM PL
20' SEWER EASEMENT
725.79' N 83°09'1
5
"
E
59
8
.
9
4
'
S
0
4
°
5
0
'
1
1
"
E
S 83°07'45" W
727.48'
N
0
5
°
5
3
'
2
1
"
W
4
2
0
.
7
2
'
17
8
.
9
1
'
N
0
1
°
4
9
'
1
2
"
W
OIL FILL
GAS REGULATORGAS REGULATOR
OIL FILL
ELEC. METER
ELEC. PANEL
UTIL. CABINET
SHED
A/C
FUEL PUMPS (3)
OIL FILL
GAS VALVE
WATER VALVE
BLUE PAINT
COMM. VAULT
WATER VALVE
WATER
PIPELINE
MARKER
MANHOLE (BLUE)
BLUE PAINT
W
?
DE
C
K
G
G
G
G
G
G
G
G
G
G
G
G
COMM. VAULT
S
S
S
S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
385
38
5
38
5
38
5
390
39
0
39
0
39
0
39
5
39
5
39
5
39
5
380
38
0
38
0
41
5
41
5
41
5
4
0
0
40
0
40
0
40
0
42
0
420
420
42
0
42
0
41
0
4
1
0
41
0
41
0
4
0
5
40
5
40
5
37
5
3
7
5
375
37
5
37
5
370
37
0
37
0
37
0
365
365
PRESUMED WETLAND (AS
SHOWN ON PREVIOUS
LANE PRESS PLANS)
SS
SS
S
S
HI
N
E
S
B
U
R
G
R
O
A
D
O
E
O
E
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE OE
OE
OE
OE
OE
OE
GAS
REGULATOR
S
S
S
S
S
S
W
S
S
S
C.O.C.O.
C.O.
C.O.
C.O.
SMH #3
RIM 411.4
INV. IN. 403.9
INV. IN. 403.9
INV. OUT 403.7
0+00 1+00 2+00
3+00
4+00
5+00
6+00
6+59.96
EX. SMH
RIM 372.4
INV. 364.0 (8" NW)
INV. 363.9 (8" N)
INV. 363.8 (8" S)
4" SDR 35 PVC (MIN.
2% SLOPE)
4" SDR 35 PVC (MIN.
2% SLOPE)
C.O.
C.O.
C.O.
C.O.
34" TYPE 'K'
COPPER (TYP.)
4" SDR 35 PVC
(MIN. 2% SLOPE)
(TYP.)
50'
WETL
A
N
D
BUFF
E
R
50' WETL
A
N
D
BUFFER
112" TYPE 'K' CO
P
P
E
R
40
0
40
5410
39
5
39
0
38
5
380
EX. SMH
RIM 370.2±
INV. 358.4
INV. 358.3
EX. SMH
RIM 373.2±
INV.
37
9
S
S
C.O.
C.O.
INV. 405.9
2" RIGID INSULATION BOARD
INV. 418.0
INV. 416.6
INV. 408.0
INV. 407.6
2" RIGID
INSULATION
BOARD
C.O.C.O.S
37
7
37
6
37
4
37
3
37
5
37
6
MAINTAIN 18" VERTICAL
SEPARATION AT ALL
WATER/SEWER
CROSSINGS (TYP.)
INV. 401.0
INV. 389.0
INV. 380.0
F.F. 408.0
F.F. 396.0
F.F. 384.0
S
2" RIGID
INSULATION
BOARD
37
8 37
8
37
8
37
7
37
7
S
S
SMH #1
RIM 377.2
INV. IN. 368.0
INV. OUT 367.9
ALL NEW BUILDINGS SHALL
BE OUTFITTED WITH TYPE 13D
SPRINKLER SYSTEMS
112" WET TAP OF EXISTING
12" D.I. WATER MAIN
SMH #2
RIM 392.5
INV. IN. 385.1
INV. OUT 385.0
SMH #2
RIM 380.2
INV. IN. 373.3
INV. OUT 373.2
172 L.F. - 8" SD
R
3
5
P
V
C
(
S
=
6
.
8
%
)
186 L.F. - 8" SD
R
3
5
P
V
C
(
S
=
1
0
.
0
%
)
VALVE &
BLOWOFF
W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
C.O.
INV. 376.0
F.F. 380.0
S
S
S
S
VALVE TO BE LOCATED
OUTSIDE OF R.O.W.
INV. 405.0
INV. 409.0
INV. 410.5INV. 417.0
INV. 407.9
INV. 410.0
INV. 408.7
INV. 413.5
INV. 405.9
2" RIGID
INSULATION
BOARD
71 L.F. - 8" SDR 35
PVC (S=5.5%)
96 L.F. - 8" SDR 35
PVC (S=5.4%)
F.F. 418.0±
DSM
DSM
SAL
1" = 40'
24110
C2.2
MAR., 2024
LOCATION MAP
1" = 2000'
WGM ASSOCIATES
c/o KEITH WRIGHT
P.O. BOX 2352
SOUTH BURLINGTON
VERMONT 05407
7-LOT
SUBDIVISION
PROPOSED
UTILITY PLAN
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
116
89PROJECT
LOCATIONLOT 4
1.00 ACRES
LOT 1D
0.73 ACRESLOT 1C
0.52 ACRES
LOT 1B
1.52 ACRES
LOT 1A
0.26 ACRES
LOT 2
3.0 ACRES
LOT 3
3.02 ACRES
896, 900 & 950
HINESBURG RD.
SOUTH BURLINGTON, VT
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W
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S
GARAGE
GARAGE
(#896)
SHED
HOUSE
(#900)
HOUSE
(#896)
SHED
SILO
(898)
SHED
W
?
DE
C
K
G
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G
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G
G
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S
S
S
S
S
S
S
S
S
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
385
38
5
38
5
38
5
390
39
0
39
0
39
0
39
5
39
5
39
5
39
5
380
38
0
38
0
41
5
41
5
41
5
4
0
0
40
0
40
0
40
0
42
0
420
420
42
0
42
0
41
0
4
1
0
41
0
41
0
4
0
5
40
5
40
5
37
5
3
7
5
375
37
5
37
5
370
37
0
37
0
37
0
365
365
PRESUMED WETLAND (AS
SHOWN ON PREVIOUS
LANE PRESS PLANS)
SS
SS
S
S
HI
N
E
S
B
U
R
G
R
O
A
D
O
E
O
E
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE OE
OE
OE
OE
OE
OE
S
S
S
S
S
S
W
S
S
S
50'
WETL
A
N
D
BUFF
E
R
50' WETL
A
N
D
BUFFER
40
0
40
5410
39
5
39
0
38
5
380
37
9
S
S
S
37
7
37
6
37
4
37
3
37
5
37
6
F.F. 408.0
F.F. 396.0
F.F. 384.0
S
37
8 37
8
37
8
37
7
37
7
S
S
W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
EROSION CONTROL MATTING
TO BE PLACED IN SWALES AND
HIGHLIGHTED AREAS (TYP.)
INLET PROTECTION
(TYP.)
STABILIZED
CONSTRUCTION
ENTRANCE
REINFORCED SILT FENCE
ALONG 50' WETLAND
BUFFER (TYP.)
SILT FENCE (TYP.)
SILT FENCE (TYP.)
SILT FENCE (TYP.)
ORANGE CONSTRUCTION
LIMITS TAPE (TYP.)
3' TALL CONSTRUCTION
FENCING REQUIRED
ALONG 50' WETLAND
SETBACK (TYP.)
ORANGE CONSTRUCTION
LIMITS TAPE (TYP.)
W
F.F. 380.0
S
S
S
S
PLACE EPSC MEASURES PER
DETAILS ON SHT. C3.2 (TYP.)
SHAPE AND USE AS A TEMP.
SEDIMENT BASIN UNTIL THE
SITE IS STABILIZED AND
THEN CONSTRUCT THE
GRAVEL WETLAND
F.F. 418.0±
PERMANENT STABILIZATION -
4" LOAM, SEED AND EROSION
CONTROL MATTING ON ALL
DISTURBED AREAS (TYP.)
DSM
DSM
SAL
1" = 40'
24110
C3.0
MAR., 2024
LOCATION MAP
1" = 2000'
WGM ASSOCIATES
c/o KEITH WRIGHT
P.O. BOX 2352
SOUTH BURLINGTON
VERMONT 05407
7-LOT
SUBDIVISION
EPSC PLAN
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
116
89PROJECT
LOCATION
896, 900 & 950
HINESBURG RD.
SOUTH BURLINGTON, VT
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37
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PRESUMED WETLAND (AS
SHOWN ON PREVIOUS
LANE PRESS PLANS)
SS
SS
S
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N
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S
B
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G
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OE OE
OE
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S
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WETL
A
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50' WETL
A
N
D
BUFFER
40
0
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5410
39
5
39
0
38
5
380
12" HDPE
INV. 396.512" HDPE
INV. 398.5
12" HDPE
INV. 386.25
12" HDPE
INV. 388.0
12" HDPE
INV. 379.0
37
9
37
7
37
6
15" HDPE
INV. 377.25
37
4
37
3
LEVEL SPREADER
TOP AT EL. 373.5
PRETREATMENT
FOREBAY
(N.W.S. 376.5)
GRAVEL WETLAND
SURFACE EL. 374.1
STONE SPILLWAY
12" F.E.S.
INV. 373.5
15" F.E.S.
INV. 376.5
37
5
37
6
OUTLET CONTROL
STRUCTURE
RIM 375.0
INV. 370.25 (6" W)
INV. 373.6 (12" E)
F.F. 408.0
F.F. 396.0
F.F. 384.0
S
GR
A
D
E
T
O
D
R
A
I
N
12" HDPE
INV. 379.5
STONE LINED
SWALE (TYP.)
37
8 37
8
37
8
APPROXIMATE WATERSHED
AREA TO THE GRAVEL
WETLAND DETENTION BASIN
37
7
37
7
TOP OF BERM
EL. 377.2
EMERGENCY
OVERFLOW
EL. 376.2
TOP OF BERM
EL. 378.2
S
LOT 1A
0.26 ACRES
LOT 1B
1.52 ACRES
LOT 1C
0.52 ACRES LOT 1D
0.73 ACRES
LOT 2
3.00 ACRES
LOT 3
3.02 ACRES
W
W
W
W
W
W
W
W
W
W
F.F. 380.0
LOT 4
1.00 ACRE
F.F. 418.0±
FUTURE SWALE
FOR PHASE 2
FUTURE STORMWATER
EXPANSION FOR PHASE 2
PHASE 2 EXPANDED
SUBCATCHMENT AREA
LEGEND
W
FM
G
ST
S
T
W
E
PROPOSED CONTOUR100
PROPOSED CURB
PROPOSED FENCE
PROPOSED GRAVEL
PROPOSED PAVEMENT
PROPOSED GUARD RAIL
PROPOSED SWALE
PROPOSED ELECTRIC
PROPOSED FORCEMAIN
PROPOSED GAS
PROPOSED STORM
PROPOSED GRAVITY SEWER
PROPOSED TELEPHONE
PROPOSED WATER
PROPOSED WELL
S PROPOSED SEWER MANHOLE
D PROPOSED STORM MANHOLE
PROPOSED CATCH BASIN
REBAR SET
CONCRETE MONUMENT SET
PROPOSED HYDRANT
PROPOSED SHUT OFF
PROPOSED UTILITY POLE
PROPOSED LIGHT POLE
PROPOSED EDGE OF BRUSH/WOODS
PROPOSED SETBACK LINE
PROPOSED PROPERTY LINE
PROPOSED GUY WIRE/POLE
PROPOSED SIGN
PROPOSED YARD DRAIN
OE PROPOSED OVERHEAD ELECTRIC
UE PROPOSED UNDERGROUND ELECTRIC
COM PROPOSED COMMUNICATIONS
UNMARKED ANGLE POINT
PROPOSED EASEMENT LINE
DSM
DSM
SAL
1" = 40'
24110
SW-1
MAR., 2024
LOCATION MAP
1" = 2000'
WGM ASSOCIATES
c/o KEITH WRIGHT
P.O. BOX 2352
SOUTH BURLINGTON
VERMONT 05407
7-LOT
SUBDIVISION
STORMWATER
WATERSHED PLAN
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
116
89PROJECT
LOCATION
896, 900 & 950
HINESBURG RD.
SOUTH BURLINGTON, VT
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AS SHOWN
24110
C3.1
MAR., 2024
WGM ASSOCIATES
c/o KEITH WRIGHT
P.O. BOX 2352
SOUTH BURLINGTON
VERMONT 05407
7-LOT
SUBDIVISION
EPSC NARRATIVE
AND DETAILS
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
N.T.S.
CONSTRUCTION FENCE DETAIL
REVISED 08/01/2014E-002E-
0
0
2
C
o
n
s
t
r
F
e
n
c
e
WOOD POST
30
"
18
"
EXISTING GRADE
NATIVE MATERIAL
PLASTIC ORANGE
CONSTRUCTION FENCE
REVISED 08/01/2014E-004E-
0
0
4
C
o
n
s
t
r
.
E
n
t
20'
(
6
m
)
R
RO
A
D
W
A
Y
AA
STABILIZED CONSTRUCTION ENTRANCE
N.T.S.
12
'
.
M
I
N
.
50' MIN.
SECTION A-A
DIVERSION RIDGE REQUIRED
WHERE GRADE EXCEEDS 2%
ROADWAY
2% OR GREATER
SPILLWAY
FILTER FABRIC
SANDBAGS OR
CONTINUOUS BERM OF
EQUIVALENT HEIGHT
DIVERSION RIDGE
SUPPLY WATER TO WASH
WHEELS IF NECESSARY
2"-3" (50-75mm) COURSE
AGGREGATE MIN. 8"
(150mm) THICK
PLAN VIEW
NOTES:
1.THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY
REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO
TRAP SEDIMENT.
2.WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC
RIGHT-OF-WAY.
3.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH
CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT
BASIN.
NOTE:
USE SANDBAGS OR OTHER
APPROVED METHODS TO
CHANNELIZE RUNOFF TO
BASIN AS REQUIRED
REVISED 08/01/2014E-003E-
0
0
3
S
i
l
t
F
e
n
c
e
N.T.S.
SILT FENCE DETAIL
NOTES:
1. INSTALL MIRAFI ENVIROFENCE, OR APPROVED EQUAL OR AS DETAILED HEREIN.
2. INSTALL SILT FENCES AT TOES OF ALL UNPROTECTED SLOPES AND AS PARALLEL TO
CONTOURS AS POSSIBLE. THIS INCLUDES ALL FILLED OR UNPROTECTED SLOPES
CREATED DURING CONSTRUCTION, NOT NECESSARILY REFLECTED ON THE FINAL
PLANS. CURVE THE ENDS OF THE FENCE UP INTO THE SLOPE. REMOVE SEDIMENT
WHEN ACCUMULATED TO HALF THE HEIGHT OF THE FENCE. SILT FENCES ARE TO BE
MAINTAINED UNTIL SLOPES ARE STABILIZED.
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL BE
OVERLAPPED BY 6", FOLDED AND STAPLED.
10'
10'
2.5'
METAL POST
4 x 4 WOOD
POST SPACING
212 X 212 WOOD
36
"
M
I
N
.
12
"
M
I
N
.
POST
2"
8"
FILTER FABRIC TO BE
MIRAFI 100X OR APPROVED
EQUAL
FILTER FABRIC TO BE
CLIPPED, BACKFILLED AND
TAMPED 8" BELOW GRADE
STEEL OR WOOD STAKES
(SEE CHART AT RIGHT)
REVISED 08/01/2014E-005E-
0
0
5
S
t
o
c
k
p
i
l
e
TEMPORARY STOCKPILE DETAIL
N.T.S.
TEMPORARY SEEDING & MULCH
OR NETTING
SILT FENCE OR HAY
BALES INSTALLED ON
DOWN GRADIENT SIDE
REVISED 08/01/2014E-007E-
0
0
7
I
n
f
i
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t
S
e
c
t
SILT FENCE CONSTRUCTION DETAIL
N.T.S.
2. ATTACH SILT FENCE
AND EXTEND IT TO
THE TRENCH.
3. STAPLE THE SILT
FENCING TO THE
END POSTS.
BACKFILL TRENCH.
1. SET POSTS AND
EXCAVATE A 4"X8"
TRENCH, SET POST
DOWNSLOPE.
ANGLE 10°
UPSLOPE FOR
STABILITY AND
SELF CLEANING
POSTS
SILT
FENCE
1
0
0
°
12
"
MI
N
.
8"
COMPACTED
BACKFILL
Introduction
This project is subject to the terms and conditions of the authorization from the State of Vermont to
discharge construction related storm water runoff.
Coverage under the State Construction General Permit 3-9020 is required for any construction
activity that disturbs 1 or more acres of land, or is part of a larger development plan that will disturb
1 or more acres.
This project has been deemed to qualify as a Low Risk Site which is subject to the erosion
prevention and sediment control (EPSC) standards set for in the State of Vermont's
Low Risk Site Handbook for Erosion Prevention and Sediment Control
The following narrative and implementation requirements represent the minimum standard for
which this site is required to be maintained as regulated by the State of Vermont.
Any best management practices (BMP's) depicted on the project's EPSC Site plan which go beyond
the Handbook requirements are considered to be integral to the management of the site and
represent components of the municipal EPSC approval for the project which shall be implemented.
The EPSC plan depicts one snap shot in time of the site. All construction sites are fluid in their day
to day exposures and risks as it relates to minimizing sediment loss from the site. It is the
responsibility of the Contractor to implement the necessary BMP's to comply with the Low
Risk Handbook standards outlined on this sheet based on the interim site disturbance
conditions which may or may not be shown on the EPSC Site Plan.
Specific BMP's which are critical to allowing the project to be considered a Low Risk site include the
items checked below:
·Limit the amount of disturbed earth to two acres or less at any one time.
·There shall be a maximum of 14 consecutive days of disturbed earth exposure in any location
before temporary or final stabilization is implemented.
1.Demarcate Limits of Disturbance
Purpose:
Delineating the site will help to: limit the area of disturbance to only what is necessary for
construction, prevent unauthorized disturbance, preserve existing vegetation, and limit erosion
potential on the site.
Requirement:
You must physically mark the limits of construction activity using one of the methods described
below.
How to comply:
Before initiating any earth disturbing activities, install a perimeter fence, orange barrier tape, or
flagging on stakes or trees to physically demarcate the approved limits of earth disturbance.
2.Pollution Prevention
Purpose:
Many construction sites require storage of chemicals and materials that have detrimental effects if
released into our waterways. A storage plan for these potential pollution sources as well as a spill
prevention and clean up plan are required to mitigate these risks.
Requirement:
Design, install, implement, and maintain effective pollution prevention measures to minimize the
discharge of pollutants. At a minimum, such measures must be designed, installed, implemented
and maintained in accordance with the following requirements.
How to comply:
1. Minimize the exposure of the following to precipitation and to stormwater: building materials,
building products, construction wastes, trash, landscape materials, fertilizers, pesticides,
herbicides, detergents, sanitary waste, and other materials present on the site.
2. Minimization of exposure is not required in cases where the exposure to precipitation and to
stormwater will not result in a discharge of pollutants, or where exposure of a specific material
or product poses little risk of stormwater contamination (such as final products and materials
intended for outdoor use).
3.Limit Concurrent Earth Disturbance
Purpose:
Limit the amount of soil exposed at one time to reduce the potential erosion on the construction
site.
Requirement:
The maximum area of concurrent earth disturbance is specified on the site's written authorization
to discharge. Earth disturbance at any one time cannot exceed the maximum concurrent
disturbance identified in the authorization. Areas that are at final stabilization ornthat have been
temporarily stabilized in accordance with Section 4 of this handbook, are not counted toward the
maximum concurrent disturbance area.
How to comply:
Plan ahead and phase the construction activities to ensure that no more than the permitted
maximum concurrent acreage is disturbed and unstabilized at one time. Be sure to properly
stabilize exposed soil using one of the methods introduced in Section 4 of this handbook before
beginning work in a new section of the site.
4.Site Stabilization
Purpose:
Seeding and mulching, applying erosion control matting, and hydroseeding are all methods to
temporarily stabilize exposed soil and prevent soil erosion prior to vegetative growth. Mulches and
matting protect the soil surface while grass is establishing. Areas of earth disturbance may also be
stabilized with stone, such as rip-rap or gravel, or other impervious surfaces such as pavement and
concrete.
Requirements for Temporary Stabilization:
All areas of earth disturbance must have temporary or final stabilization within 14 days of initial
disturbance, as stated in the project authorization. After this time, disturbed areas must be
temporarily stabilized or permanently stabilized in advance of any runoff producing event. A runoff
producing event is an event that produces runoff from the construction site.
The following exception applies:
Temporary stabilization is not required if the work is occurring in a self-contained excavation (i.e.
no outlet) with a depth of 2 feet or greater (e.g. house foundation excavation, utility trenches),
provided any dewatering, if necessary, is conducted in accordance with Part 13.
How to comply:
As required by the authorization, temporary stabilization for areas of earth disturbance shall be
completed utilizing one or more of the methods below:
Straw Mulch
Mulching Rates
April 16 - Oct. 14 -- Straw: 1 inch deep (1-2 bales/1,000 s.f.)
Oct. 15 - April 15 -- Straw: 2 inch deep (2-4 bales/1,000 s.f.)
*seed may also be incorporated
Wood Chip Mulch or Stump Grindings
Cover entire area with 2-7 inches or more of wood chip mulch or stump grindings.
Hydroseed
As per manufacturer's instructions. Must include mulch component. Not acceptable stabilization for
winter construction period.
Requirements for Dust Control:
Construction roads, access points, and other disturbed areas subject to surface dust movement
and dust blowing during dry periods where off-site damage may occur if dust is not controlled shall
be sprayed with water to prevent dust mobilization. Chemical applications, including the use of
chloride, shall not be applied without written approval from the VT DEC.
Requirements for Final Stabilization:
All areas of disturbance must have permanent stabilization within 48 hours of reaching final grade.
Bring the site or sections of the site to final grade as soon as possible after construction is
completed. This will reduce the need for additional sediment and erosion control measures and will
reduce the total disturbed area. Prepare bare soil for seeding by grading the top 4 to 6 inches of
soil and removing any large rocks or debris, and apply seed per suppliers specifications.
5.Stabilized Construction Access
Purpose:
A stabilized construction access helps remove mud and sediment from vehicles and equipment to
prevent tracking onto streets.
Requirements:
If there will be any vehicle or equipment traffic off of the construction site, you must install a
stabilized construction access at the start of construction.
How to install:
Rock Size: Use a mix of 1 to 4 inch stone
Depth: 8 inches minimum
Width: 12 feet minimum, flared at road for vehicle turning
Length: 40 feet minimum (or length of driveway for residential projects, if shorter)
Geotextile: Place filter cloth under entire stone bed
Maintenance:
Redress with clean stone or scarify to open voids as required to keep sediment from tracking onto
the street.
·Where sediment has been tracked-out from your site onto paved roads, sidewalks, or other
paved areas outside of your site, remove the deposited sediment by the end of the same
business day in which the track-out occurs or by the end of the next business day if track-out
occurs on a non-business day.
·Remove the track-out by sweeping, shoveling, or vacuuming these surfaces, or by using other
similarly effective means of sediment removal.
·You are prohibited from hosing or sweeping tracked out sediment into any stormwater
conveyance, storm drain inlet, or water of the state.
6.Divert Upland Runoff
Purpose:
Diversion berms intercept stormwater runoff contributing from above the construction site and
direct it around the disturbed area. This prevents offsite runoff from entering the construction site,
thus reducing the potential for erosion and reducing the drainage area contributing to the site.
Requirements:
If stormwater runoff contributes to the construction site from upslope areas and the site meets the
following two conditions, you are required to first install a diversion berm and stabilized swale
before disturbing any additional soil.
1. One or more acres of soil will be disturbed at any one time.
2. Average slope of the disturbed area is 20% or steeper.*
Diversion Berm installation:
1. Construct berm to the minimum specification above.
2. Compact the berm with a shovel or earth-moving equipment.
3. Seed and mulch berm or cover with erosion control matting immediately after installation.
4. Stabilize the flow channel with seed and mulch or erosion control matting. Line the
channel with 4 inch stone if the channel slope is greater than 20%.
5. Ensure the berm drains to an outlet stabilized with ripra p. Ensure that there is no erosion
at the outlet.
6. The diversion berm shall remain in place until the disturbed areas are completely
stabilized.
7.Install Perimeter Controls
Purpose:
Silt Fence and Erosion Control Berms intercept runoff and allow suspended sediment to settle or
filter out. Filter Socks and Straw Wattles also filter construction runoff and are acceptable for use in
specific situations. Silt Fence, Erosion Control Berms, Filter Socks and Straw Wattles are all
acceptable perimeter controls based on site specific conditions. Permittee(s) must ensure the
right practice is selected for erosion prevention and sediment control.
Requirements:
Perimeter controls must be installed:
·On the downhill side of the construction activities
·Between any ditch, swale, storm drain, or surface water and the disturbed soil
·Perimeter controls not labeled as biodegradable shall be removed once the drainage area has
reached final stabilization
How to Comply:
Select and install a perimeter control from the following options: Silt Fence, Erosion Control
Berms, Filter Socks, or Straw Wattles.
Where to place:
·Place perimeter controls on the downhill side of disturbed soil. If space is available, place
perimeter control 10 ft from the bottom of the slope, otherwise place along the contour at
the bottom of the slope.
·Ensure the perimeter control catches all runoff from distrubed soil.
·Maximum drainage area is¼ acre for 100 feet of silt fence and erosion control berm.
·Install perimeter controls across the slope (not up and down slope)
·Install multiplerows of perimeter control on long slopes to intercept flow.
·Do not install perimeter controls across ditches, channels, or streams.
·Maximum slope length (in feet) above a filter sock or straw wattle
Silt Fence
A temporary barrier of geotextile fabric installed on the contours across a project site to intercept
sediment laden runoff from small drainage areas of disturbed soil.
Silt Fence Installation:
·Dig a trench 6 inches deep across the slope
·Unroll silt fence along the trench
·Ensure stakes are on the downhill side of the fence
·Join fencing by rolling the end stakes together
·Drive stakes in against downhill side of trench
·Drive stakes until 16 inches of fabric is in trench
·Push fabric into trench; spread along bottom
·Fill trench with soil and pack down
·Gravel can be used to create ground contact with filter fabric when bedrock, ledge, or nearby
tree roots do not allow for trenching. (A secondary perimeter control can be effective in these
locations as well.)
Silt Fence Maintenance:
Remove accumulated sediment before it is halfway up the fence. Ensure that silt fence is trenched
in ground and there are no gaps. Replace any silt fence that is torn, ripped, or otherwise damaged
that
8.Storm Inlet Protection
Purpose:
Existing or new storm inlets on construction sites constitute a site perimeter and must be protected
from sediment laden runoff. The practices below allow stormwater to settle and filter through the
practice and not bypass the in let entirely.
Requirements:
Stormwater inlets shall be 4 inches above grade or an acceptable inlet control/protection should be
installed.
Inlet Protection Installation:
Proprietary Inlet Protection:
Shall provide for storage and removal of sediment and be sized appropriately for the drainage
area, while allowing stormwater to filter through. These may be used if installed and maintained in
accordance with the manufacturer's specifications.
Stone and Block Inlet Protection:
Concrete blocks placed around an inlet with a circle of filtering stone sloped against the blocks.
Filter Fabric and Stone Inlet Protection:
Vertical filter fabric installed around drop inlet with stone around fabric for stormwater filtering and
creating ground contact with filter fabric. Alternatively, fabric may be buried below ground.
9.Water Bars
Purpose:
Some sites may benefit from the use of water bars on the construction site. When installed these
may capture and redirect runoff to a stable low gradient location. Water bars limit the erosive
velocity of water by diverting surface runoff at pre-designed intervals.
Requirements:
These can be constructed per the following detail, with side slopes no steeper than 4:1 where
vehicles cross with a minimum design height of 12 inches, measured from channel bottom to ridge
top.
Water Bar installation:
Water bars should have stable outlets, either natural or constructed. The spacing should follow
Table 1:
10.Slow Down Channelized Runoff
Purpose:
Stone check dams reduce erosion in drainage channels by slowing down the stormwater flow.
Requirements:
If there is a concentrated flow(e.g. in a ditch or channel) of stormwater on your site, then you are
required to install stone check dams. Hay bales and silt fence must not be used as check dams.
Check Dam installation:
Height: No greater than 2 feet. Center of dam should be 9 inches lower than the side elevation
Side slopes: 2:1 or flatter (see p.63 for slope calculation)
Stone size: Use a mixture of 2 to 9 inch stone; the larger stone should act as armoring, while the
smaller stone helps to filter the channelized runoff. The small stone should be placed primarily in
the interior of the check dam and the large stone should be placed in an armoring layer on the
outside.
Width: Dams should span the width of the channel and extend up the sides of the banks
Spacing: Space the dams so that the bottom (toe) of the upstream dam is at the elevation of
the top (crest) of the downstream dam. This spacing is equal to the height of the check dam
divided by the channel slope.
Check Dam Maintenance:
Correct all observed damage immediately after every runoff event.
Remove all sediment accumulated behind the check dams and dispose of in an upland location.
If significant erosion is observed between check dams, the channel shall be stone lined.
Rock Outlet Protection:
Waterways or outlets with concentrated stormwater runoff shall be stabilized with riprap, proprietary
stabilization product or permanent material. This additional stabilization is applicable in areas
where the channel slope and velocity or soil type require additional stabilization. All outlets from
concentrated stormwater flows will require a stabilized bed. Stone shall be sized so it is not
mobilized during high flows.
11.Slope Stabilization
Purpose:
Surface covering designed to protect and stabilize an area prone to erosion where seeding and
mulching may be inadequate, generally slopes 3:1 or greater. The erosion potential may be due
solely to slope angle; however,
a more gradual slope and poor soil structure can also require additional stabilization.
Requirements for Temporary Stabilization:
Use of one of the listed slope protection practices below on slopes 3:1 and greater or as needed on
flatter slopes based on soil type.
Riprap: A layer of stone designed to protect and stabilize areas subject to erosion.
Rolled Erosion Control Product: A preformed protective blanket of straw or other plant residue,
formed into a mat, with a supporting mesh framework on one or both sides. This mesh cannot be
made of a material with welded joints.
Erosion Control Matting:
Install per manufacturer's instructions.
12.Winter Construction Requirements: October 15 - April 15
Purpose:
'Winter construction' as discussed here, describes the period from October 15 through April 15,
when erosion prevention and sediment control is significantly more difficult. There are specific
requirements for sites that conduct earth disturbance during the defined Winter Construction
Period and for sites where disturbed areas have not reached final stabilization by October 15.
Rains in late fall, thaws throughout the winter, and spring melt and rains can produce significant
flows over frozen and saturated ground, greatly increasing the potential
for erosion. A construction site can be managed to anticipate these conditions to prevent erosion
and thus minimize the risk to water quality during this time period.
Requirements for Winter Shutdown:
For projects or areas of a site that will have completed earth disturbance activities prior to the
winter construction period (October 15 through April 15), the following requirements must be
adhered to:
1. For areas to be stabilized for the winter through the establishment of vegetation, seeding and
mulching shall be completed no later than September 15 to ensure adequate growth and cover
before the start of the winter period.
2. If seeding is not completed by September 15, additional non-vegetative protection must be
used to stabilize the site for the winter period. Areas of disturbance not seeded and mulched by
September 15 are required to temporarily stabilize by one of the following methods:
Implement Rolled Erosion Control Products (i.e. matting) over the areas of earth disturbance.
Apply a 2" mulch layer to areas of earth disturbance, equivalent to double the standard rate.
Mulch should be tracked in open areas vulnerable to wind.
Seeding with winter rye is recommended to allow for early germination during wet spring
conditions.
Requirements for Winter Construction
If construction activities involving earth disturbance continue into the winter construction period,
the following requirements apply:
1. Enlarged access points, stabilized to provide for snow stockpiling.
2. Snow shall be managed with adequate storage and control of meltwater, requiring cleared
snow to be stored down slope of all areas of disturbance and out of stormwater treatment
structures.
3. For areas of disturbance within 100 ft of a waterbody, the following must be installed across
the slope, down gradient of the earth disturbance: a combination of one practice from group A
placed in front of a practice from group B, or two group B practices, or a single row of Reinforced
Silt Fence
4. Drainage structures must be kept open and free of snow and ice dams.
5. Silt fence and other practices requiring earth disturbance must be installed ahead of frozen
ground.
6. Mulch used for temporary stabilization must be applied at a minimum of 2 inches with an
80-90% cover.
7. To ensure cover of disturbed soil in advance of a precipitation or melt event, areas of
disturbed soil must be stabilized prior to any runoff producing event.
Stabilization is not required if the work is occuring in a self-contained excavation (i.e. no outlet)
with a depth of 2 feet or greater (e.g. house foundation excavation, utility trenches), provided
any dewatering, if necessary, is conducted in accordance with Part 13.
8. Prior to stabilization, snow or ice must be removed to the extent practicable.
9. Use stone to stabilize areas such as the perimeter of buildings under construction or where
construction vehicle traffic is anticipated. Stone paths should
be sufficient width to accommodate vehicle or equipment traffic.
13.Dewatering Activities
Purpose:
To minimize and prevent discharges of sediment as a result of dewatering activities.
Requirements:
Stormwater and groundwater from dewatering activities shall be uncontaminated and shall be
filtered or passed through a sediment trapping device, or both, and routed in a manner that does
not result in visually turbid discharges to waters. Pump intake for dewatering must be at or near
the surface of the ponding area to prevent disturbance of the settled material. Visually turbid water
must not be pumped directly to storm drains or other conveyance that leads to waters without
implementing one or more of the practices described below.
How to comply:
Implement one or more of the following practices when dewatering:
Implement sock filters or sediment filter bags on dewatering pump discharge hoses or pipes.
Route dewatering pump into silt fence enclosures or into staked hay bale enclosures lined with
fabric.
Route dewatering pump to vegetated area at least 50 feet from surface waters and at a slope no
greater than 5%. Remove accumulated sediment after the water has dispersed or infiltrated and
stabilize the area with seed and mulch as necessary. A sufficient area of vegetation greatly
improves the efficacy of filtering/settling of turbid water discharged from a dewatering enclosure.
14.Concrete Washout
Purpose:
Concrete wash water often contains a slurry of heavy metals, can be caustic, and has a high pH.
As a result, concrete washwater is not a permitted discharge.
Requirements:
Concrete washwater and excess washout concrete should go in a lined washout. This washout
should be accessible to the cement truck and at least 50 feet away from stormwater inlets and
surface water.
Concrete Washout Installation:
If cement washout is going to occur on site, a lined concrete washout as shown below shall be
used onsite. Care should be given to assure that the washout does not overtop during a storm
event. Proprietary lined and
contained concrete washout basins may also be utilized in accordance with manufacturer's
specifications.
Concrete Washout Maintenance:
Concrete washout shall be pumped to a concrete truck as necessary, for disposal or reuse at a
batch plant. Washout may also be allowed to evaporate/harden for disposal in accordance with all
applicable local, state, and federal regulations.
15.Permanent Controls
Permanent stormwater treatment practices are constructed to maintain water quality, preserve
existing water table elevations, prevent downstream flooding, and are often required for a project
under a Vermont operational stormwater discharge permit applicable to the construction or
redevelopment of impervious surfaces.*
Permanent Stormwater Treatment Practices (STPs) include infiltration and filtering practices as well
as detention ponds and treatment wetlands. It is critical that infiltration practices do not receive
runoff until the site area has reached final stabilization.
The outlet of permanent controls that are used as temporary storage and sediment basins during
construction constitutes a potential discharge point and therefore must be managed to minimize
and prevent sediment laden stormwater discharges. These practices will often need to be reshaped
to meet the operational design criteria for volumes, grades and geometry once final grading and
stabilization has occurred.
16.Inspection, Maintenance, and Discharge Reporting
Site inspections are required to ensure that all erosion prevention and sediment control practices
are sufficient and functioning properly. Regular inspections and maintenance of practices will help
to reduce costly repairs and minimize the risk to water quality from construction stormwater
discharges.
Requirements:
Inspect the site at least once every 7 days and after every rainfall or snowmelt that results in
stormwater runoff. Perform maintenance to ensure that practices are functioning according to the
specifications outlined in this handbook. In the event of a visibly turbid discharge from the
construction site, you must take immediate action to inspect and maintain existing erosion
prevention and sediment control practices. Additional erosion prevention and sediment control
measures must be installed as necessary, including temporary stabilization, to minimize and
prevent the discharge of sediment laden stormwater runoff. If after maintaining and supplementing
BMPs, a discharge of visibly discolored stormwater from the construction site to surface waters
continues, the permittee is required to notify DEC within 24 hours.
While documentation of a routine inspection is not required, example inspection forms and forms
for required discharge reporting are available at the Stormwater Program website. Permittees shall
review Construction General Permit 3-9020 for all discharge reporting requirements. A copy of the
Low Risk Site Handbook shall be kept on-site. Daily inspections are required from October 15
through April 15.
MULCH NOTE:
MULCH FOR PURPOSES OTHER THAN
HYDROSEEDING WILL BE CLEAN STRAW, FREE
FROM WEEDS. HAY MULCH WILL NOT BE
ALLOWED TO AVOID THE SPREAD OF
NON-NATIVE SPECIES SUCH AS WILD PARSNIP.
896, 900 & 950
HINESBURG RD.
SOUTH BURLINGTON, VT
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AS SHOWN
24110
C3.2
MAR., 2024
WGM ASSOCIATES
c/o KEITH WRIGHT
P.O. BOX 2352
SOUTH BURLINGTON
VERMONT 05407
7-LOT
SUBDIVISION
EPSC DETAILS
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
MULCH NOTE:
MULCH FOR PURPOSES OTHER THAN
HYDROSEEDING WILL BE CLEAN STRAW, FREE
FROM WEEDS. HAY MULCH WILL NOT BE
ALLOWED TO AVOID THE SPREAD OF
NON-NATIVE SPECIES SUCH AS WILD PARSNIP.
House
Footprint
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Property line/Right Of Way
Silt fence
Gravel construction entrance
Direction of surface water runoff
Erosion control matting
Construction fencing
Single Family Lot Erosion Control Plan - Type A Single Family Lot Erosion Control Plan - Type B
Erosion control matting
Direction of surface water runoff
Gravel construction entrance
Property line/Right Of Way
Construction fencing
Silt fence
House
Footprint
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Single Family Lot Erosion Control Plan - Type C
Property line/Right Of Way
Gravel construction entrance
Direction of surface water runoff
Erosion control matting
Construction fencing
Silt fence
Direction
of
s
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Footprint
Direction of
surface water
runoff
Community Road
Public Road
Temporary Construction Entrance
Lo
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w
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Minimum Requirements:
1.Aggregate size: 3/4" or
larger
2.Pad design-
thickness: 6" minimum
Width: 12' minimum
Length: Lot Driveway
3.Geotextile fabric-
An underliner of woven
geotextile fabric may be
used in wet conditions
to provide stability.
All work shall be completed in
accordance with the requirements of the
Single Family Lot Erosion Prevention
and Sediment Control Program. Some
of the specific requirements (but not all)
are highlighted below:
1. Install construction fencing as shown
on this plan and along stream or
wetland buffers.
2. Clearing limits shall be reviewed by
the OSPC prior to initiating work.
3. Install inlet protection for those catch
basins down gradient of the site.
4. Place silt fence in a tear drop shape
to encapsulate silt in accordance with
the standard detail.
5. Follow installation and maintenance
requirements for soil stock piles.
6. No more than 4,000 SF of the site may
be left in an unstabilized fashion prior to
a forecasted storm event or at the end
of each work day.
7. Slopes greater than 3:1 shall have
erosion control matting (or approved
equal installed).
8. Install stone check dams at intervals
of 50' O.C. within diversion swales.
9. Loam (3" min.), seed and mulch (or
sod) all disturbed areas at completion of
earth disturbance.
All work shall be completed in
accordance with the requirements of the
Single Family Lot Erosion Prevention
and Sediment Control Program. Some
of the specific requirements (but not all)
are highlighted below:
1. Install construction fencing as shown
on this plan and along stream or
wetalnd buffers.
2. Clearing limits shall be reviewed by
the OSPC prior to initiating work.
3. Install inlet protection for those catch
basins down gradient of the site.
4. Place silt fence in a tear drop shape
to encapsulate silt in accordance with
the standard detail.
5. Follow installation and maintenance
requirements for soil stock piles.
6. No more than 4,000 SF of the site may
be left in an unstabilized fashion prior to
a forecasted storm event or at the end
of each work day.
7. Slopes greater than 3:1 shall have
erosion control matting (or approved
equal installed).
8. Install stone check dams at intervals
of 50' O.C. within diversion swales.
9. Loam (3" min.), seed and mulch (or
sod) all disturbed areas at completion of
earth disturbance.
All work shall be completed in
accordance with the requirements of the
Single Family Lot Erosion Prevention
and Sediment Control Program. Some
of the specific requirements (but not all)
are highlighted below:
1. Install construction fencing as shown
on this plan and along stream or
wetland buffers.
2. Clearing limits shall be reviewed by
the OSPC prior to initiating work.
3. Install inlet protection for those catch
basins down gradient of the site.
4. Place silt fence in a tear drop shape
to encapsulate silt in accordance with
the standard detail.
5. Follow installation and maintenance
requirements for soil stock piles.
6. No more than 4,000 SF of the site may
be left in an unstabilized fashion prior to
a forecasted storm event or at the end
of each work day.
7. Slopes greater than 3:1 shall have
erosion control matting (or approved
equal installed).
8. Install stone check dams at intervals
of 50' O.C. within diversion swales.
9. Loam (3" min.), seed and mulch (or
sod) all disturbed areas at completion of
earth disturbance.
Soil
Stockpile
Soil
Stockpile
So
i
l
St
o
c
k
p
i
l
e
Community Road Community Road
N.T.S.N.T.S.N.T.S.
N.T.S.
Silt Fence
(typical)
Silt Fence
(typical)
Diversion device may be
required as indicated by site
condition
An erosion control mat will be
placed on the entire R.O.W.
(optional) for contractor
laydown/parking
Diversion device may be
required as indicated by site
condition
An erosion control mat will be
placed on the entire R.O.W.
(optional) for contractor
laydown/parking
An erosion control mat will be
placed on the entire R.O.W.
(optional) for contractor
laydown/parking
Silt Fence
(typical)
Intermediate silt fence
needed if distance from
house to rear property
line exceeds 100'
(typical)
12'
(min.)
896, 900 & 950
HINESBURG RD.
SOUTH BURLINGTON, VT
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DSM
DSM
SAL
AS SHOWN
24110
C3.3
MAR., 2024
WGM ASSOCIATES
c/o KEITH WRIGHT
P.O. BOX 2352
SOUTH BURLINGTON
VERMONT 05407
7-LOT
SUBDIVISION
EPSC DETAILS
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
MULCH NOTE:
MULCH FOR PURPOSES OTHER THAN
HYDROSEEDING WILL BE CLEAN STRAW, FREE
FROM WEEDS. HAY MULCH WILL NOT BE
ALLOWED TO AVOID THE SPREAD OF
NON-NATIVE SPECIES SUCH AS WILD PARSNIP.
896, 900 & 950
HINESBURG RD.
SOUTH BURLINGTON, VT
N.T.S.
TYPICAL INSTALLATION
REVISED 12/19/2014E-011E-
0
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INTERMITTENT CHECK SLOT
F
L
O
W
LONGITUDINAL ANCHOR TRENCH
GRASS-LINED CHANNEL
TYPICAL INSTALLATION
WITH EROSION CONTROL
BLANKETS OR TURF
REINFORCEMENT MATS
PREPARE SOIL AND APPLY
SEED BEFORE INSTALLING
BLANKETS, MATS OR OTHER
TEMPORARY CHANNEL LINER
SYSTEM
EXCAVATE CHANNEL
TO DESIGN GRADE
AND CROSS SECTON
NOTES:
1.DESIGN VELOCITIES EXCEEDING 2 FT./SEC/ REQUIRE TEMPORARY BLANKETS, MATS OR
SIMILAR LINERS TO PROTECT SEED AND SOIL UNTIL VEGETATION BECOMES ESTABLISHED.
2.GRASS-LINED CHANNELS WITH DESIGN VELOCITIES EXCEEDING 6 FT./SEC. SHOULD
INCLUDE TURF REINFORCEMENT MATS.
6"
6"6"
DE
S
I
G
N
DE
P
T
H
OVERLAP 6" MINIMUM
OVERCUT CHANNEL 2" TO
ALLOW BULKING DURING
SEEDBED PREPARATION
LONGITUDINAL
ANCHOR TRENCH
SHINGLE-LAP SPLICED ENDS OR BEGIN NEW
ROLL IN AN INTERMITTENT CHECK SLOT
N.T.S.
SLOPE INSTALLATION
E-009E-
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BERM
12"
2:
1
S
L
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6'
3'
ISOMETRIC VIEW
TYPICAL SLOPE
SOIL STABILIZATION
3'
STAPLES
REINFORCEMENT MATS
EROSION BLANKETS & TURF
12
"
4'
NOTES:
1.SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS
AND GRASS. MATS/BLANKETS SHALL HAVE GOOD SOIL
CONTACT.
2.APPLY PERMANENT SEEDING BEFORE PLACING BLANKETS.
3.LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN
DIRECT CONTACT WITH THE SOIL. DO NOT STRETCH.
MATS/BLANKETS SHOULD
BE INSTALLED VERTICALLY
DOWNSLOPE.TAMP SOIL O
V
E
R
M
A
T
/
B
L
A
N
K
E
T
MIN. 4"
OVERLAP
6"
112"112"
12
"
REVISED 08/01/2014
N.T.S.
DRYWELL INLET PROTECTION
REVISED 12/19/2014E-014E-
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GROUND
PLAN
CROSS-SECTION
6"
M
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.
12
"
M
I
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.
PLACE 9" MIN. FABRIC
TO BE COVER WITH
ROCK
MINIMUM 1"Ø ROCK
PLACED AROUND WIRE
SCREEN
WIRE SCREEN w/ 12"
OPENINGS, SECURED TO
METAL STAKES. ATTACH
FILTER FABRIC TO WIRE
SCREEN
METAL STAKE PLACED
AROUND CATCH BASIN
WIRE SCREEN w/ 12"
OPENINGS, SECURED TO
METAL STAKES. ATTACH
TO WIRE SCREEN, FILTER
FABRIC, MIRAFI 140NS OR
APPROVED EQUAL
MINIMUM 1"Ø ROCK PLACED
AROUND WIRE SCREEN
METAL STAKE PLACED
AROUND CATCH BASIN
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Horizontal Scale = 1 :40
Vertical Scale = 1 :8
+50 1+00 +50 2+00 +50 3+00 +50 4+00 +50 5+00 +50 6+00 +50
368
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432
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EXISTING GROUND PROFILE
PROPOSED GROUND PROFILE
PROFILE - MAXINE'S WAY
-10.
0
%
-3.0%CL
H
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M
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-2.2%UTILIZE EXIST. VC
UTILIZE EXIST. VC
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0
.
5
39
2
.
7
7
38
8
.
1
39
0
.
2
7
38
6
.
1
38
7
.
7
7
38
4
.
3
38
5
.
5
1
38
2
.
7
38
3
.
7
2
38
1
.
4
38
2
.
4
2
38
0
.
3
38
1
.
5
7
37
9
.
2
38
0
.
8
3
37
8
.
5
38
0
.
0
9
-5.0%
PV
C
S
T
A
.
2
+
3
6
.
8
3
PV
C
E
L
E
V
.
4
1
3
.
2
1
PV
I
S
T
A
.
2
+
5
4
.
3
3
PV
I
E
L
E
V
.
4
1
2
.
3
3
PV
T
S
T
A
.
2
+
7
1
.
8
3
PV
T
E
L
E
V
.
4
1
0
.
5
8
35.0VC
7.0K-Val
PV
C
S
T
A
.
5
+
0
0
.
0
0
PV
C
E
L
E
V
.
3
8
7
.
7
7
PV
I
S
T
A
.
5
+
4
6
.
0
0
PV
I
E
L
E
V
.
3
8
3
.
1
7
PV
T
S
T
A
.
5
+
9
2
.
0
0
PV
T
E
L
E
V
.
3
8
1
.
8
1
92.0VC
13.1K-Val
268.0'
(ROADWAY GRADE >8.0%)
DSM
DSM
SAL
1" = 40'
24110
C4.0
MAR., 2024
LOCATION MAP
1" = 2000'
WGM ASSOCIATES
c/o KEITH WRIGHT
P.O. BOX 2352
SOUTH BURLINGTON
VERMONT 05407
7-LOT
SUBDIVISION
ROAD PROFILE &
DETAILS
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
116
89PROJECT
LOCATION
C/L
3.0%
10'
4.0%
2'
3.0:1 CU
T
6'2'
3.0%
10'
4.0%
2'
4.0:1 C
U
T
4.0:1 FI
L
L
N.T.S.
TYPICAL ROADWAY SECTION
4" MINIMUM TOPSOIL, SEED AND
MULCH ALL SIDESLOPE
- USE EROSION MATTING (WHEN
REQUIRED) TO ESTABLISH
VEGETATION, PARTICULARLY ON
LOW SIDE OF ROADWAY
UNDISTURBED SOIL or
APPROVED COMPACTED
GRANULAR FILL
4" MIN. OF 34" MINUS CRUSHED
STONE SURFACE COURSE
6" TO 14" (DEPTH VARIES BY LOCATION)
OF 1.5" CRUSHED STONE
8" OF 5" MINUS CRUSHED STONE ON
MIRAFI 500X STABILIZATION FABRIC
SLOPE TO FREE DRAIN TO DITCH
12" HDPE AT
DRIVEWAY
CROSSINGS
C/L
3.0%
10'
4.0%
2'
4.0:1
F
I
L
L
SEE PLAN10'
4.0%
2'
4.0:1 FILL
N.T.S.
TYPICAL HAMMERHEAD SECTION
4" MINIMUM TOPSOIL, SEED AND
MULCH ALL SIDESLOPE
- USE EROSION MATTING (WHEN
REQUIRED) TO ESTABLISH
VEGETATION, PARTICULARLY ON
LOW SIDE OF ROADWAY
UNDISTURBED SOIL or
APPROVED COMPACTED
GRANULAR FILL
4" MIN. OF 3 4" MINUS CRUSHED
STONE SURFACE COURSE
6" TO 14" (DEPTH VARIES BY LOCATION)
OF 1.5" CRUSHED STONE
8" OF 5" MINUS CRUSHED STONE ON
MIRAFI 500X STABILIZATION FABRIC
SLOPE TO FREE DRAIN TO WEST
EAST
3.0%
WEST
NORTH SOUTH
10" OF 5" MINUS
CRUSHED STONE ON
SEPARATION FABRIC
N.T.S.
TYPICAL DRIVEWAY SECTION
S-004S-
0
0
4
G
r
a
v
e
l
S
e
c
SEPARATION GEOTEXTILE
REVISED 12/03/2020
3 1
OR AS
SHOWN
ON PLANS
4" MINIMUM TOPSOIL, SEED AND
MULCH ALL SIDESLOPE
- USE EROSION MATTING (WHEN
REQUIRED) TO ESTABLISH
VEGETATION, PARTICULARLY ON
LOW SIDE OF ROADWAY
4" CRUSHED GRAVEL - FINE
AOT SPECIFICATION 704.05
8" DENSE GRADED CRUSHED STONE
AOT SPECIFICATION 704.06
UNDISTURBED SOIL or
APPROVED COMPACTED
GRANULAR FILL
N.T.S.
CURB CUT CLOSURE
S-031S-
0
3
1
C
U
R
B
C
U
T
C
L
O
S
U
R
E
6" TOPSOIL MIN.
EXISTING SUBBASE
UNDISTURBED SOIL OR
APPROVED COMPACTED
GRANULAR FILL
REVISED 8/21/2018
EXISTING GRAVEL DRIVEWAY
TO BE REMOVED
TOP SOIL, SEED & MULCH
EX. GRAVEL
DRIVEWAY
EX. BITUMINOUS
PAVEMENT
S-002bS-
0
0
2
b
B
i
t
C
o
n
c
W
a
l
k
REVISED 1/28/2021
N.T.S.
BITUMINOUS CONCRETE APRON DETAIL
6"6"
40' MAX. EXCEPT AT RADIUS
8" COMPACTED CRUSHED
GRAVEL (704.05 FINE)
2" THICK TYPE II BIT. CONC.
PAVEMENT BASE COURSE
4" MINIMUM TOPSOIL AND HYDROSEED
ALL SIDESLOPES
- SEED AND STRAW MULCH OPTION
ALSO ACCEPTABLE
- USE EROSION MATTING (WHEN
REQUIRED) TO ESTABLISH VEGETATION
UNDISTURBED SOIL OR
APPROVED COMPACTED
GRANULAR FILL
1" THICK TYPE III BIT. CONC.
PAVEMENT FINISH COURSE
* VERTICAL ALIGNMENT ROADWAY GRADES SHALL NOT EXCEED TEN PERCENT (10%). IN NO CASE SHALL A GRADE OF GREATER
THAN EIGHT PERCENT (8%) BE LONGER THAN THREE HUNDRED (300) FEET. THE MINIMUM ROADWAY GRADE SHALL NOT BE
LESS THAN ONE HALF PERCENT (0.5%). THE MAXIMUM GRADES WITHIN ONE HUNDRED (100) FEET OF THE CENTERLINE
INTERSECTION OF TWO STREETS SHALL NOT BE GREATER THAN THREE PERCENT (3%). EVERY CHANGE IN GRADE SHALL BE
CONNECTED BY A VERTICAL CURVE CONSTRUCTED TO AFFORD THE MINIMUM SIGHT DISTANCE AND K-VALUES SHOWN ABOVE.
896, 900 & 950
HINESBURG RD.
SOUTH BURLINGTON, VT
PR
O
V
I
D
E
D
25
2
10
P
2
154
10
3.0
7
13.1
115
DRAINAGE
STONE
CHIMNEY
STONE FILL
* DASHED LINE GRADING
OPTION NOT SHOWN FOR
CLARITY ON SITE PLANS
P:\
A
u
t
o
C
A
D
D
P
r
o
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c
t
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2
0
2
4
\
2
4
1
1
0
-
W
G
M
A
s
s
o
c
i
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t
e
s
\
1
-
C
A
D
D
F
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-
S
i
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d
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1
/
2
0
2
4
1
1
:
5
3
:
5
4
A
M
DSM
DSM
SAL
AS SHOWN
24110
C4.1
MAR., 2024
WGM ASSOCIATES
c/o KEITH WRIGHT
P.O. BOX 2352
SOUTH BURLINGTON
VERMONT 05407
7-LOT
SUBDIVISION
SEWER DETAILS
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
NOTES:
PAVED
N.T.S.
D
D+2'
6"
6"
TYPICAL SEWER TRENCH DETAIL
5'
-
0
"
M
I
N
.
C
O
V
E
R
(
P
L
O
W
E
D
A
R
E
A
S
)
4'
-
0
"
M
I
N
.
C
O
V
E
R
(
T
Y
P
I
C
A
L
)
1. COMPACTION OF BACKFILL AND BEDDING SHALL BE A
MINIMUM OF 90% (95% UNDER ROADWAY SURFACES) OF
MAXIMUM DRY DENSITY DETERMINED IN THE STANDARD
PROCTOR TEST (ASTM D698).
2.BEDDING MATERIAL SHALL NOT BE PLACED ON FROZEN
SUBGRADE.
3.APPROVED BACKFILL SHALL NOT CONTAIN ANY STONES MORE
THAN 12" IN LARGEST DIMENSION (6" IN ROADWAYS, 1 1/2""
MAXIMUM DIAMETER WITHIN 24" OF THE OUTSIDE OF THE
PIPE), OR CONTAIN ANY FROZEN, WET, OR ORGANIC MATERIAL.
4.TRENCHES SHALL BE COMPLETELY DEWATERED PRIOR TO
PLACING OF PIPE BEDDING MATERIAL AND KEPT
DEWATERED DURING INSTALLATION OF PIPE AND BACKFILL.
5.IN TRENCHES WITH UNSTABLE MATERIALS OR HIGH WATER
TABLE, TRENCH BOTTOM SHALL FIRST BE STABILIZED BY
PLACEMENT OF FILTER FABRIC THEN CRUSHED STONE (3/4"
MAXIMUM).
6.THE SIDES OF TRENCHES 4' OR MORE IN DEPTH ENTERED BY
PERSONNEL SHALL BE SHEETED OR SLOPED TO THE ANGLE OF
REPOSE AS DEFINED BY O.S.H.A. STANDARDS.
7.BEDDING MATERIAL FOR WASTEWATER LINES SHALL CONSIST
OF CRUSHED STONE, GRAVEL, OR SAND WITH A MAXIMUM SIZE
OF 34". SUBMIT A SAMPLE TO THE ENGINEER FOR APPROVAL.
8.ALL JOINTS TO BE INSPECTED BY OWNER/ENGINEER/TOWN
PRIOR TO BACKFILL.
APPROVED BACKFILL
THOROUGHLY COMPACTED
IN 8" LIFTS
2" RIGID INSULATION WHEN
DEPTH OF PIPING IS LESS
THAN MINIMUM NOTED
4" WIDE MAGNETIC
"SEWER" TAPE INSTALLED
APPROX. 2' BELOW SURFACE
SEWER LINE, SEE PLAN
FOR TYPE AND SIZE
PIPE BEDDING
UNDISTURBED SOIL
OR ROCK
TOPSOIL, RAKE,
SEED & MULCH UNPAVED
REVISED 12/08/2016SWR-001SW
R
-
0
0
1
T
r
e
n
c
h
(SEE SITE PLAN)
5'
-
0
"
M
I
N
.
C
O
V
E
R
O
V
E
R
F
O
R
C
E
M
A
I
N
S
N.T.S.
SEWER SERVICE CONNECTION
REVISED 08/01/2014SWR-002
PLANELEVATION
FLOW
USE 4"x8' PVC PIPE TO MARK
LOCATION AND DEPTH OF
SERVICE CONNECTION. EXTEND
FROM PLUG TO 6" MIN. ABOVE
FINISH GRADE.
PROPERTY LINE
OR EASEMENT
BOUNDARY
- CONTRACTOR TO PROVIDE 3 LOCATION TIES TO
END OF LATERAL TO BE INCLUDED ON "AS-BUILT"
DRAWINGS. (IF CONSTRUCTION IS NOT
CONCURRENT WITH LATERAL)
- SEE TYPICAL TRENCH FOR BEDDING AND
BACKFILL REQUIREMENTS.
4" 22 12° OR 45° ELBOW
ROTATED AS REQUIRED
SEWER MAIN
SEWER MAIN
45° WYE
4" 22 12° OR 45° ELBOW
ROTATED AS REQUIRED
4" MIN. SDR 35 PVC SEWER
SERVICE, CONTINUE AS PER
PLAN AND INSTALL PVC
CAP. SEE SITE PLAN FOR
SLOPE AND ELEVATIONS
(MIN. SLOPE = 1/4" PER FT.)
SW
R
-
0
0
2
S
e
r
v
i
c
e
C
o
n
NOTES:
1.INTERIOR JOINTS SHALL NOT BE GROUTED.
2.IF DEPTH OF MANHOLE IS 7' OR LESS FROM RIM TO CENTERLINE INVERT, THEN A FLAT
TOP SHOULD BE SUBSTITUTED FOR THE CONE SECTION.
3.CENTERLINE INVERT ELEVATION IF SHOWN ON THE PLAN IS THE AVERAGE INVERT IN
THE MANHOLE. THE INLET IN SHALL BE 0.05 FEET HIGHER AND THE INLET OUT SHALL
BE 0.05 FEET LOWER.
4.PRECAST RISER AND BASES FOR MANHOLES SHALL CONFORM TO ASTM SPEC C-478.
2'-0" MIN. RADIUS
N.T.S.
TYPICAL SANITARY SEWER MANHOLE
REVISED 5/16/2023SWR-004
SLOPE
SLOPE
90° MAX.
PLAN
FINISH GRADE
OPENING
AS
REQUIRED
48"
1" RISE
ELEVATION
SE
C
T
I
O
N
BA
R
R
E
L
4"
8"
BA
S
E
A
S
R
E
Q
'
D
.
CO
N
E
S
E
C
T
I
O
N
D/2 MAX.0.
6
D
D
MANHOLE WALLMANHOLE OPENING
ABOVE
24" LEBARON FRAME & COVER LC266
TYPE C OR EQUAL, ADJUST TO MEET
FINISH GRADE AFTER
PAVEMENT BASE COURSE HAS
BEEN INSTALLED.
SET FRAME ON FULL MORTAR BED & SEAL
JOINT (VERIFY WITH MUNICIPALITY /
ENGINEER USE OF RUBBER GRADE RINGS
W/ MASTIC IN PLACE OF FULL MORTAR BED)
ADJUST TO GRADE (10" MAX.) WITH PRECAST
RISER SECTIONS USING THE LEAST NUMBER
OF RISERS THAT ARE COMMERCIALLY
AVAILABLE. MASTIC SHOULD BE USED TO SEAL
BETWEEN CONCRETE RISERS. WHERE THE
ROAD HAS A SLOPE, ANGLED RUBBER GRADE
RINGS SHALL BE USED PER THE
MANUFACTURER'S RECOMMENDATIONS.
POLYPROPYLENE MANHOLE
STEPS @ 8" O.C.
WATERTIGHT JOINTS USING
MASTIC BUTYL JOINT
COAT EXTERIOR OF ENTIRE
MANHOLE WITH A WATERTIGHT
SEALANT (2 COATS)
CAST IN PLACE FLEXIBLE MH SLEEVES OR
APPROVED EQUAL (TYP. ALL PIPES)
USE 3' (MAX.) STUBS AT ALL
MANHOLE PIPE CONNECTIONS
CLASS A CONCRETE BASE OR
APPROVED PRECAST
CONCRETE BASE
6" MIN. CRUSHED
STONE BEDDING
12" MIN.
UNDISTURBED SOIL
OR ROCK
CLASS B CONCRETE
SHELF AND INVERT
CHANNEL
SW
R
-
0
0
4
T
y
p
M
H
N.T.S.
TYPICAL CLEANOUT DETAIL
REVISED 8/28/2017SWR-007BSW
R
-
0
0
7
B
C
O
CONCRETE CRADLE w/ 3 MIL
POLYETHYLENE PLACED
BETWEEN PIPE & CONCRETE
4" SDR 35 PVC 45° ELBOW
FLOW
*CLEANOUT TO BE INSTALLED AT INTERVALS OF
NOT MORE THAN 100 FEET, AND UPSTREAM OF
BEND(S) IN BUILDING SEWER(S) WHEN CHANGE IN
DIRECTION EXCEEDS 45° (USE LONG SWEEP
FITTINGS WHEN EXCEEDING 45°)
GRASS PAVEMENT
CLEANOUT BOX
INDEPENDENT OF PIPE
PVC CAP
6" D.I. VALVE BOX TOP
SECTION w/ COVER
MARKED "CLEANOUT"
N.T.S.
NEW MAIN CONNECTION TO EX. SEWER MANHOLE
FINISH GRADE
PLAN
SLOPE
SLOPE
REVISED 02/17/2015
ELEVATION
PROPOSED GRAVITY
SEWER MAIN
CORE MANHOLE AND USE PSX
PRESS SEAL GASKET (OR
APPROVED EQUAL) FOR
WATERTIGHT CONSTRUCTION
GRIND OUT EXISTING
AND REPOUR NEW
CHANNEL
EXISTING
SEWER MAIN
EXISTING CONCRETE
SHELF AND INVERT
CHANNEL SMOOTH WITH DROP
FROM INLET TO OUTLET TO
MATCH EXISTING PIPE SLOPE
(GRIND OUT EX. AND REPOUR
NEW CHANNEL)
MANHOLE
OPENING
ABOVE
EXISTING
MANHOLE
WALL
8"
0.10' OR AS
PER PLANS
SWR-026SW
R
-
0
2
6
N
e
w
M
a
i
n
C
o
n
n
e
c
t
i
o
n
t
o
E
x
M
H
NEW SEWER MAIN
CORE MANHOLE AND USE PSX
PRESS SEAL GASKET (OR
APPROVED EQUAL) FOR
WATERTIGHT CONSTRUCTION
FL
O
W
FL
O
W
EXISTING
SEWER MAIN
EXISTING
SEWER MAIN
FLOW
ROUNDER CORNER
MIN. 1" (TYP.)
SWEEP TO OUTLET (TYP.),
SIZE EQUALS:
RADIUS = (I.D. MANHOLE FLOOR/2) -
(PIPE DIA/2)
NOTES:
1.COORDINATE NEW SEWER MAIN INSTALLATION AND CONNECTIONS WITH LOCAL
MUNICIPALITY.
896, 900 & 950
HINESBURG RD.
SOUTH BURLINGTON, VT
P:\
A
u
t
o
C
A
D
D
P
r
o
j
e
c
t
s
\
2
0
2
4
\
2
4
1
1
0
-
W
G
M
A
s
s
o
c
i
a
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e
s
\
1
-
C
A
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-
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&
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t
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d
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,
4
/
3
0
/
2
0
2
4
8
:
5
3
:
2
8
A
M
DSM
DSM
SAL
AS SHOWN
24110
C4.2
MAR., 2024
WGM ASSOCIATES
c/o KEITH WRIGHT
P.O. BOX 2352
SOUTH BURLINGTON
VERMONT 05407
7-LOT
SUBDIVISION
WATER DETAILS
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
NOTES:
PAVED
N.T.S.
D
D+2'
6"
6"
TYPICAL WATER TRENCH DETAIL
6'-
0
"
M
I
N
.
C
O
V
E
R
1. COMPACTION OF BACKFILL AND BEDDING SHALL BE A
MINIMUM OF 90% (95% UNDER ROADWAY SURFACES) OF
MAXIMUM DRY DENSITY DETERMINED IN THE STANDARD
PROCTOR TEST (ASTM D698).
2.BEDDING MATERIAL SHALL NOT BE PLACED ON FROZEN
SUBGRADE.
3.APPROVED BACKFILL SHALL NOT CONTAIN ANY STONES MORE
THAN 12" IN LARGEST DIMENSION (6" IN ROADWAYS, 1 1/2""
MAXIMUM DIAMETER WITHIN 24" OF THE OUTSIDE OF THE
PIPE), OR CONTAIN ANY FROZEN, WET, OR ORGANIC MATERIAL.
4.TRENCHES SHALL BE COMPLETELY DEWATERED PRIOR TO
PLACING OF PIPE BEDDING MATERIAL AND KEPT
DEWATERED DURING INSTALLATION OF PIPE AND BACKFILL.
5.IN TRENCHES WITH UNSTABLE MATERIALS OR HIGH WATER
TABLE, TRENCH BOTTOM SHALL FIRST BE STABILIZED BY
PLACEMENT OF FILTER FABRIC THEN CRUSHED STONE (3/4"
MAXIMUM).
6.THE SIDES OF TRENCHES 4' OR MORE IN DEPTH ENTERED BY
PERSONNEL SHALL BE SHEETED OR SLOPED TO THE ANGLE OF
REPOSE AS DEFINED BY O.S.H.A. STANDARDS.
7.BEDDING MATERIAL SHALL CONSIST OF CRUSHED STONE, OR
SAND WITH A MAXIMUM SIZE OF 34". SUBMIT A SAMPLE TO
THE ENGINEER FOR APPROVAL.
8.CONTRACTOR TO INSTALL TRACER WIRE ALONG ALL
SECTIONS OF NEW WATER LINE. TERMINATE TRACER WIRE AT
ALL VALVE BOXES AND HYDRANTS. COORDINATE
INSTALLATION WITH TOWN AND ENGINEER.
APPROVED BACKFILL
THOROUGHLY COMPACTED
IN 8" LIFTS
2" RIGID INSULATION WHEN
DEPTH OF PIPING IS LESS
THAN 6'-0"
WATER LINE, SEE PLAN
FOR TYPE AND SIZE
PIPE BEDDING
UNDISTURBED SOIL
OR ROCK
TOPSOIL, RAKE,
SEED & MULCH UNPAVED
REVISED 12/08/2016W-001
D/2
INSTALL UTILITY LOCATOR
RIBBON OVER WATER MAIN
APPROX. 2' BELOW SURFACE
TRACER WIRE (VERIFY TYPE WITH
TOWN/ENGINEER PRIOR TO START
OF CONSTRUCTION)
W-
0
0
1
T
r
e
n
c
h
(SEE SITE PLAN)
N.T.S.
THRUST BLOCK DETAILS
REVISED 2/23/2015W-003
NO BACKFILLING WILL BE ALLOWED UNTIL ANY CONC. THRUST BLOCKS
HAVE SET SUFFICIENTLY, AS DETERMINED BY THE ENGINEER AND/OR
LOCAL WATER DEPT.
PLACE 3 MIL (MIN.)
POLYETHYLENE
SHEET BETWEEN ALL
CONCRETE THRUST
BLOCKS AND PIPE
AND/OR FITTINGS TO
PREVENT BOND.
NOTE:
W-
0
0
3
T
h
r
u
s
t
NOTE: THRUST BLOCK SHALL BE USED AT ALL BENDS, TEES & REDUCERS
EFFECTIVE
BEARING
AREA
UNDISTURBED
SOIL
UNDISTURBED
SOILUNDISTURBED
SOIL
MINIMUM ONE FULL
LENGTH OF PIPE
PLUG
UNDISTURBED
SOIL
BURIED GATE VALVE
(WITH CONCRETE
SUPPORT VALVE &
ANCHOR
N.T.S.
WATER SERVICE CONNECTION
REVISED 2/23/2015W-006W-
0
0
6
S
e
r
v
C
o
n
1"
M
A
X
.
6'-
0
"
M
I
N
.
6'-
0
"
M
I
N
.
6"
MIN.
UNDISTRUBED SOIL
4"x8"x16" SOLID
CONCRETE BLOCK
CURB STOP
ADJUSTABLE IRON CURB
BOX w/ LID MARKED
"WATER" - CONTRACTOR
TO COORD. FINAL CURB
STOP COVER WITH LOCAL
WATER DEPT.
PROPERTY LINE OR
EASEMENT BOUNDARY
STATIONARY ROD
INSTALL A GOOSE
NECK LOOP
WATER MAIN
TYPE 'K' COPPER SERVICE
OR AS SHOWN ON PLANS
CORPORATION
(SEE PLAN FOR SIZE)
FINISH GRADE
NOTE:
1. SEE SPECIFICATIONS FOR
ADDITIONAL TAPPING
SADDLE, CORPORATION,
AND CURB STOP
REQUIREMENTS.
N.T.S.
WATER/SEWER CROSSING
W-007W-
0
0
7
W
a
t
e
r
-
S
e
w
e
r
C
r
o
s
s
i
n
g
WATER MAIN
PROFILE VIEW
18
"
MI
N
.
18
"
MI
N
.
GRAVITY SEWER OR
FORCE MAIN (JOINTS
TO BE ENCASED)
GRAVITY SEWER
OR FORCE MAIN
PLAN VIEW
WATER MAIN
SEWER MAIN
10
'
M
I
N
.
10' MIN.10' MIN.
10
'
M
I
N
.
SINGLE 20' LENGTH OF
WATER QUALITY PIPE
ENCASEMENT IF SEPARATION
IS BETWEEN 12" TO 18"
THE GRAVITY SEWER or FORCE
MAIN JOINTS SHALL BE CONCRETE
ENCASED WHEN LOCATED ABOVE
THE WATER MAIN
REVISED 5/4/2021
COMPLY WITH REQUIREMENTS OF VERMONT
WASTEWATER SYSTEM AND POTABLE WATER
SUPPLY RULES, SECTION 1-1007 -
"SEPARATION OF SANITARY SEWER SERVICE
LINE AND SANITARY SEWER COLLECTION
LINES FROM WATER MAINS, WATER SERVICE
LINES AND WATER SERVICE PIPES"
NOTES:
1. AT CROSSINGS, ONE FULL LENGTH OF WATER/STORM PIPE SHALL BE LOCATED SO
BOTH JOINTS WILL BE AS FAR FROM THE WATER/STORM AS POSSIBLE.
2.IF THE STORM MAIN IS OVER THE WATER MAIN, THE FIRST STORM PIPE JOINTS ON
EACH SIDE OF THE WATER MAIN MUST BE CONCRETE ENCASED. SPECIAL
STRUCTURAL SUPPORT FOR THE WATER AND STORM PIPES MAY BE REQUIRED.
3.WHERE IT IS IMPOSSIBLE TO MAINTAIN THE 18" SEPARATION, THE STORM MATERIALS
SHALL BE WATER MAIN PIPE OR EQUIVALENT AND SHALL BE PRESSURE TESTED TO
WATER MAIN STANDARDS.
4.WATER MAINS AND STORM LINES OR MANHOLES SHALL HAVE AT LEAST 5'
HORIZONTAL SEPARATION. THIS DISTANCE SHALL BE MEASURED EDGE TO EDGE.
N.T.S.
WATER/STORM CROSSING
REVISED 11/16/2021W-007AW-
0
0
7
A
W
a
t
e
r
-
S
t
o
r
m
C
r
o
s
s
i
n
g
L/2
POINT OF CROSSING
JOINT
MINIMUM 18" SEPARATION
BETWEEN OUTSIDE OF
PIPES
WATER OR
STORM LINE
L/2
L/2
L/2
WATER OR
STORM LINE
N.T.S.
INSTALL CURB STOP BOX
TO ACCESS TRACER WIRE
DIRECT BURY
COATED
TRACER WIRE
STABILIZATION FABRIC
MIRAFI 500X OR
APPROVED EQUAL
THRUST BLOCK
TYPE I STONE 4'
WIDE x 8' LONG
8"
3'
112"Ø COPPER
BLOW-OFF
FINISH GRADE
1"
M
A
X
.
6'
-
0
"
M
I
N
.
UNDISTRUBED SOIL
4"x8"x16" SOLID
CONCRETE BLOCK
CURB STOP
ADJUSTABLE IRON CURB
BOX w/ LID MARKED
"WATER"
112" TYPE 'K' COPPER
SERVICE
CURB STOP & 112" BLOW OFF DETAIL
896, 900 & 950
HINESBURG RD.
SOUTH BURLINGTON, VT
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:
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:
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6
A
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DSM
DSM
SAL
AS SHOWN
24110
C4.3
MAR., 2024
WGM ASSOCIATES
c/o KEITH WRIGHT
P.O. BOX 2352
SOUTH BURLINGTON
VERMONT 05407
7-LOT
SUBDIVISION
STORM DETAILS
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
NOTES:
N.T.S.
TYPICAL STORM TRENCH
REVISED 12/08/2016ST-003
D+2'
ST
-
0
0
3
S
t
o
r
m
T
r
e
n
c
h
PAVED
6"
6"
CO
V
E
R
P
E
R
P
L
A
N
APPROVED BACKFILL
THOROUGHLY COMPACTED
IN 8" LIFTS
STORM LINE, SEE PLAN
FOR TYPE AND SIZE
PIPE BEDDING
UNDISTURBED SOIL
OR ROCK
TOPSOIL, RAKE,
SEED & MULCH UNPAVED
1. COMPACTION OF BACKFILL AND BEDDING SHALL BE A
MINIMUM OF 90% (95% UNDER ROADWAY SURFACES) OF
MAXIMUM DRY DENSITY DETERMINED IN THE STANDARD
PROCTOR TEST (ASTM D698).
2.BEDDING MATERIAL SHALL NOT BE PLACED ON FROZEN
SUBGRADE.
3.APPROVED BACKFILL SHALL NOT CONTAIN ANY STONES MORE
THAN 12" IN LARGEST DIMENSION (6" IN ROADWAYS, 1 1/2""
MAXIMUM DIAMETER WITHIN 24" OF THE OUTSIDE OF THE
PIPE), OR CONTAIN ANY FROZEN, WET, OR ORGANIC MATERIAL.
4.TRENCHES SHALL BE COMPLETELY DEWATERED PRIOR TO
PLACING OF PIPE BEDDING MATERIAL AND KEPT
DEWATERED DURING INSTALLATION OF PIPE AND BACKFILL.
5.IN TRENCHES WITH UNSTABLE MATERIALS OR HIGH WATER
TABLE, TRENCH BOTTOM SHALL FIRST BE STABILIZED BY
PLACEMENT OF FILTER FABRIC THEN CRUSHED STONE (3/4"
MAXIMUM).
6.THE SIDES OF TRENCHES 4' OR MORE IN DEPTH ENTERED BY
PERSONNEL SHALL BE SHEETED OR SLOPED TO THE ANGLE OF
REPOSE AS DEFINED BY O.S.H.A. STANDARDS.
7.BEDDING MATERIAL SHALL CONSIST OF CRUSHED STONE,
GRAVEL, OR SAND WITH A MAXIMUM SIZE OF 34". SUBMIT A
SAMPLE TO THE ENGINEER FOR APPROVAL.
D
ST-032ST
-
0
3
2
L
e
v
e
l
S
p
r
e
a
d
e
r
VARIABLE (MIN. 7 FEET)
6"
MI
N
.
6"x6" TREATED TIMBERS
#5 REBARS TO SECURE TIMBERS
2:1 OR
FLATTER
6' MIN.
3"
4'
M
I
N
.
3' MIN.
EL.
CLEAN 5" MINUS
CRUSHED STONE
FILTER FABRIC
DISCHARGE TO
RECEIVING
TREATMENT
MEASURE
EL.
112" MINUS
CRUSHED
STONE
N.T.S.
LEVEL SPREADER SECTION
BENTONITE CLAY
LINER SHEET, 12"
WIDE ALONG LENGTH
AND ENDS OF
TIMBER LEVEL
SPREADER
EXTEND
CRUSHED STONE
TO TOE OF SLOPE
12
"
MI
N
.
2' MIN.
3"
6" MIN. LOW PERMEABILITY SOIL
(E.G. SILT LOAM, SILT, SILTY
CLAY LOAM)
REVISED 1/9/2017
N.T.S.
STONE LINED DITCH
REVISED 08/01/2014ST-012ST
-
0
1
2
S
p
i
l
l
w
a
y
/
S
t
o
n
e
D
i
t
c
h
3:1
SEE GRADING
1PLAN
N.T.S.
EMERGENCY SPILLWAY
TO BE USED PRIMARILY
WHERE SLOPE EXCEEDS
18" TO 24" (SEE GRADING
PLAN)
EXISTING
GRADE
STABILIZATION FABRIC
TYPE II
STONE FILL
STONE FILL
TYPE I, 12" THICK MIN.
TYPE II, 24" THICK MIN.
2' MIN.
6'
12
"
1
8
"
M
I
N
.
ST-011
N.T.S.
END SECTION DETAIL
REVISED 01/14/2015ST
-
0
1
1
E
n
d
S
e
c
t
i
o
n
A
A
3
1
A-A
24" M
I
N
.
CULVERT & END SECTION
TYPE I STONE FILL
MATCH DITCH SECTION
8'
TYPE I STONE FILL
(18" MIN. THICKNESS)
CONTINUE STONE
FILL IF REQUIRED
END SECTION
CULVERT
STABILIZATION FABRIC
MIRAFI 500X OR APPROVED
EQUAL
DI
A
.
N.T.S.
GRASS LINED DITCH
REVISED 10/07/2015ST-014ST
-
0
1
4
G
r
a
s
s
D
i
t
c
h
1
SEE PLAN
1
SEE PLAN
EXISTING
GRADE
TOPSOIL
EROSION CONTROL
MATTING IN DITCHES w/
PROFILE GRADES
EXCEEDING 5%. STAPLE AS
PER MANUF. SPECS.
12"
MIN.
2' MIN.
WIDTH
896, 900 & 950
HINESBURG RD.
SOUTH BURLINGTON, VT
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:
5
3
:
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4
A
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DSM
DSM
SAL
AS SHOWN
24110
C4.4
MAR., 2024
WGM ASSOCIATES
c/o KEITH WRIGHT
P.O. BOX 2352
SOUTH BURLINGTON
VERMONT 05407
7-LOT
SUBDIVISION
GRAVEL WETLAND
DETAILS
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
SEED MIX SHALL BE OBTAINED FROM THE FOLLOWING VENDOR, OR
SUBSTITUTE SUBJECT TO ENGINEER APPROVAL
VERMONT WETLAND PLANT SUPPLY, LLC
P.O. BOX 153
ORWELL, VT 05760
TELEPHONE: 802-948-2553
FAX: 802-948-2522
CELL: 802-989-4529
DREDONDO@VERMONTWETLANDPLANTS.COM
SEED MIX:
BROADCAST "DETENTION BASIN/WET MEADOW SEED MIX" IN WETLAND
AREAS COVERING BASE UP TO BERM HEIGHT AT A RATE OF 35 LBS PER
ACRS, 1 LB PER 1,200 S.F. BROADCAST TURF GRASS ALONG SLOPES
OUTSIDE OF WETLANDS.
SPECIES COMPOSITION:
PANICUM VIRGATUM, ELYMUS VIRGINIOUS, FESTUCA RUBRA, CAREX
VULPINOIDEA, CAREX SCOPARIA, SCIRPUS CYPERINUS, SCIRPUS
ATROVIRENS, BIDNES CERNUA, EUPATORIUM PERFOLIATUM,
EUPATORIADELPHUS MACULATUS, JUNCUS EFFUSUS, ONCCLEA
SENSIBILIS, VERBENA HASTATA, SYMPHYOTRIOHUM NOVA-ANGLIAEA
* WOODY VEGETATION MAY NOT BE PLANTED OR ALLOWED TO GROW
ON A DAM, WITHIN 15 FEET OF A DAM OR TOE OF THE EMBANKMENT,
OR WITHIN 25 FEET OF A PRINCIPAL SPILLWAY OUTLET.
SECTION
48"Ø
6" MIN. CRUSHED
STONE BEDDING
CAST-IN-PLACE FLEXIBLE
MANHOLE SLEEVES
(TYP. FOR ALL PIPES)
SET FRAME ON FULL
MORTAR BED & SEAL JOINT
WATERTIGHT JOINT USING 1"
MIN. WIDTH FLEXIBLE GASKET
(SEAL EXTERIOR JOINTS AND
LIFT HOLES w/ NON-SHRINK
GROUT)
COAT EXTERIOR OF ENTIRE
MANHOLE w/ WATERTIGHT
SEALANT (2 COATS)
UNDISTURBED
SOIL OR ROCK
PRECAST CONCRETE w/
MONOLITHIC BASE
12"
(MIN.)
OUTLET CONTROL STRUCTURE
6" UNDERDRAIN
INV. SEE PLAN
C.I. GRATE w/4 FLANGED FRAME
(OR APPROVED EQUAL) (SEE
PLAN FOR SIZE AND ELEVATION)
ORIFICE IN CAP
(SEE PLAN FOR
SIZE)
18
"
MI
N
.
SU
M
P
INV. SEE PLAN
N.T.S.
HDPE OUT
(SEE PLAN)
GRAVEL WETLAND
3:1
N.T.S.
FOREBAY SPILLWAY DETAIL
12" MINUS MODIFIED
TYPE I STONE FILL
AS SHOWN ON SITE PLANS
12
"
1
8
"
M
I
N
.
N.T.S.
GRAVEL WETLAND DETAIL
6" PERF. PVC PIPE
WHERE REQUIRED
8" MUCK SOIL
34", 3/4" GRAVEL
4" PEA STONE
2"
6"
ZONE 2/3 PLANTS
896, 900 & 950
HINESBURG RD.
SOUTH BURLINGTON, VT
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3
:
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1
A
M
SITE
SPECIFICATIONS
DSM
DSM
SAL
AS SHOWN
24110
C5.0
MAR., 2024
WGM ASSOCIATES
c/o KEITH WRIGHT
P.O. BOX 2352
SOUTH BURLINGTON
VERMONT 05407
7-LOT
SUBDIVISION
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
896, 900 & 950
HINESBURG RD.
SOUTH BURLINGTON, VT
P:\
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2
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8
:
5
4
:
0
0
A
M
SITE
SPECIFICATIONS
DSM
DSM
SAL
AS SHOWN
24110
C5.1
MAR., 2024
WGM ASSOCIATES
c/o KEITH WRIGHT
P.O. BOX 2352
SOUTH BURLINGTON
VERMONT 05407
7-LOT
SUBDIVISION
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
896, 900 & 950
HINESBURG RD.
SOUTH BURLINGTON, VT
P:\
A
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:
5
4
:
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9
A
M
SITE
SPECIFICATIONS
DSM
DSM
SAL
AS SHOWN
24110
C5.2
MAR., 2024
WGM ASSOCIATES
c/o KEITH WRIGHT
P.O. BOX 2352
SOUTH BURLINGTON
VERMONT 05407
7-LOT
SUBDIVISION
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
896, 900 & 950
HINESBURG RD.
SOUTH BURLINGTON, VT
P:\
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4
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1
7
A
M
”
SITE
SPECIFICATIONS
DSM
DSM
SAL
AS SHOWN
24110
C5.3
MAR., 2024
WGM ASSOCIATES
c/o KEITH WRIGHT
P.O. BOX 2352
SOUTH BURLINGTON
VERMONT 05407
7-LOT
SUBDIVISION
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
896, 900 & 950
HINESBURG RD.
SOUTH BURLINGTON, VT
P:\
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6
A
M
√√
SITE
SPECIFICATIONS
DSM
DSM
SAL
AS SHOWN
24110
C5.4
MAR., 2024
WGM ASSOCIATES
c/o KEITH WRIGHT
P.O. BOX 2352
SOUTH BURLINGTON
VERMONT 05407
7-LOT
SUBDIVISION
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
896, 900 & 950
HINESBURG RD.
SOUTH BURLINGTON, VT
P:\
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:
5
4
:
3
5
A
M
SITE
SPECIFICATIONS
DSM
DSM
SAL
AS SHOWN
24110
C5.5
MAR., 2024
WGM ASSOCIATES
c/o KEITH WRIGHT
P.O. BOX 2352
SOUTH BURLINGTON
VERMONT 05407
7-LOT
SUBDIVISION
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
896, 900 & 950
HINESBURG RD.
SOUTH BURLINGTON, VT
P:\
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