HomeMy WebLinkAboutZP-23-484 - 0004 Laurel Hill Drive 2/20/202421
6
215
21
5
21
5
215
214
2
1
4
214
21
3
213
21
3
212
TEMPORARY BENCHMARK
SPIKE IN UTILITY POLE
ELEV.=213.5
PAVEMENT
GRAVEL
PARKING BLOCKS
EX. PAVEMENT
LAUREL HILL DRIVE
SH
E
L
B
U
R
N
E
R
O
A
D
-
R
O
U
T
E
7
GRAVEL
LILAC
14"
PINE
SHRUB
LILAC
15"
(2 BOLE)
STOCKADE FENCE
CE
D
A
R
S
CE
D
A
R
S
CABLE VAULT
DIVERSIFIED
CONTROL CABINET
LILAC
SI
G
N
TRANSFORMER
TEL. PEDESTAL
(2) GAS METERS
GAS METER
FFE ALUM=214.5
(5) ELEC METERS
EX CB
RIM=212.4
3/4" CPF
0.5' BG
METAL COVER
A/C UNIT
5" VERT PIPE
BOLLARD (3)
EX. PAVEMENT
4" PVC
ROOF DRAIN
INV.=214.7
W
MONITORING WELL
YEWYEWYEWYEWYEWYEW
FFE ALUM=214.4
FE
N
C
E
STOCKADE FENCE
OE
OE
OE OE OE OE OE OE
OE
OE
OE
OE
OE
OE
OE
OE OE OE OE
O
E
OE
OE
OE
OE
E
E
OE
OE
O
E
O
E
n/f
HANDY, JOAN, LAURA ET AL.
974 SHELBURNE ROAD
n/f
ROZZI SHELBURNE ROAD, LLC
992 SHELBURNE ROAD
n/f
NEW ENGLAND FEDERAL
CREDIT UNION
1000 SHELBURNE ROAD
n/f
P. PROVOST
11 LAUREL HILL DRIVE
n/f
V.M & P.V. SOLAI
8 LAUREL HILL DRIVE
LAUREL HILL
APARTMENTS, LLC
W
W
S S S S S S S S S
W W W W W W W W W W
G
G G G G G G G G G
G
G
G
ST ST ST ST ST ST ST ST ST
EX CB
RIM=213.5
INV.IN=209.6 (4" SE)
INV.IN=209.3 (12" W)
INV.OUT=209.2 (12"E)
SUMP=209.1
S
n/f
HANDY, JOAN, LAURA ET AL.
974 SHELBURNE ROAD
EX. PAVEMENT
EX. PAVEMENT
20
'
R.
O
.
W
.
155'±
12
1
'
±
29
'
±
39
'
±
155'±
11
1
'
±
30
'
R.
O
.
W
.
S
S
W
W
ASPHALT CURB
ASPHALT CURB
8" A.C.
8" A.C.
10
'
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
10
'
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
20'
R.O.W.
30' REAR YARD SETBACK
30' FRONT YARD SETBACK
ST
S
T
4"
P
V
C
12" CMP12" HDPE
AP
P
R
O
X
I
M
A
T
E
L
O
C
A
T
I
O
N
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
PROGRESS PLANS
DRA
F
T
for R
e
v
i
e
w
OE
G
ST
S
W
W
S GJG
CJG
MAB
1" = 20'
23151
C1.0
--
LOCATION MAP
1" = 2000'
CLINT WEST
232 MT. PHILO ROAD
SHELBURNE,
VERMONT 05482
EXISTING
CONDITIONS
PLAN
SOUTH BURLINGTON
BURLINGTON
4 LAUREL HILL DRIVE
SOUTH BURLINGTON, VT
12/21/2023
89
7
LEGEND
EXISTING CONTOUR
EXISTING CURB
EXISTING FENCE
EXISTING GRAVEL
EXISTING PAVEMENT
EXISTING ELECTRIC
EXISTING GAS
EXISTING STORM
EXISTING GRAVITY SEWER
EXISTING WATER
PROJECT BENCHMARK
EXISTING MONITORING WELL
EXISTING SEWER MANHOLE
EXISTING CATCH BASIN
EXISTING HYDRANT
EXISTING SHUT OFF
EXISTING UTILITY 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
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. PROPERTY LINE INFORMATION IS APPROXIMATE, BASED ON INFORMATION
FROM LAND RECORDS AND MINIMAL REMAINING MONUMENTATION
RECOVERED. THIS PLAN IS NOT A BOUNDARY SURVEY AND IS NOT INTENDED TO
BE USED AS ONE.
3. SITE INFORMATION IS BASED ON A FIELD SURVEY PERFORMED BY CIVIL
ENGINEERING ASSOCIATES, INC. IN MAY & AUGUST 2023. SURVEY ORIENTATION
IS "GRID NORTH", VERMONT COORDINATE SYSTEM OF 1983 (HORIZONTAL) AND
NAVD88 (VERTICAL) BOTH ESTABLISHED FROM GPS OBSERVATIONS ON SITE.
BU
R
L
I
N
G
T
O
N
SO
U
T
H
BU
R
L
I
N
G
T
O
N
PROJECT
LOCATION
COVERAGE
CATEGORY
BUILDINGS
ZONING
40%
EXISTING
SETBACKS
REAR YARD
ZONING REQUIREMENTS:
ZONING DISTRICT:
COMMERCIAL 1 / RESIDENTIAL 15 (C1/R15)
22%
30'58'±
FRONT YARD 30'50'±
MAX. RESIDENTIAL DENSITY IN
DWELLING UNITS PER ACRE
SIDE YARD 10'10'±
2,900 SF/UNIT
5 STORIES
PARCEL
LOT 70%95%
TOTAL STORIES
ACCESSORY BUILIDNGS
MAX. BUILDING HEIGHT
10'
23,250± S.F.*
* SEE NOTE 2
2
LAUREL HILL
APARTMENTS, LLC
P:
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3
21
6
215
21
5
21
5
215
214
2
1
4
214
21
3
213
21
3
212
TEMPORARY BENCHMARK
SPIKE IN UTILITY POLE
ELEV.=213.5
PARKING BLOCKS
EX. PAVEMENT
LAUREL HILL DRIVE
SH
E
L
B
U
R
N
E
R
O
A
D
-
R
O
U
T
E
7
LILAC
14"
PINE
SHRUB
LILAC
15"
(2 BOLE)
STOCKADE FENCE
CE
D
A
R
S
CE
D
A
R
S
CABLE VAULT
DIVERSIFIED
CONTROL CABINETLILAC
TRANSFORMER
TEL. PEDESTAL
(2) GAS METERS
GAS METER
FFE ALUM=214.5
(5) ELEC METERS
EX CB
RIM=212.4
3/4" CPF
0.5' BG
METAL COVER
A/C UNIT
5" VERT PIPE
BOLLARD (3)
EX. PAVEMENT
4" PVC
ROOF DRAIN
INV.=214.7
W
MONITORING WELL
YEWYEWYEWYEWYEWYEW
FFE ALUM=214.4
FE
N
C
E
STOCKADE FENCE
OE
OE
OE OE OE OE OE OE
OE
OE
OE
OE
OE
OE
OE
OE OE OE OE
O
E
OE
OE
OE
OE
OE
OE
OE
OE
OE
O
E
O
E
n/f
HANDY, JOAN, LAURA ET AL.
974 SHELBURNE ROAD
n/f
ROZZI SHELBURNE ROAD, LLC
992 SHELBURNE ROAD
n/f
NEW ENGLAND FEDERAL
CREDIT UNION
1000 SHELBURNE ROAD
n/f
P. PROVOST
11 LAUREL HILL DRIVE
n/f
V.M & P.V. SOLAI
8 LAUREL HILL DRIVE
LAUREL HILL
APARTMENTS, LLC
W
W
S S S S S S S S S
W W W W W W W W W W
G
G G G G G G G G G
G
G
G
ST ST ST ST ST ST ST ST ST
EX CB
RIM=213.5
INV.IN=209.6 (4" SE)
INV.IN=209.3 (12" W)
INV.OUT=209.2 (12"E)
SUMP=209.1
S
12
TO BE REMOVED
25
'
±
9'
(TYP.)
18
'
7
DUMPSTER
ENCLOSURE PER
DETAIL SHEET C4.1
COORDINATE WITH
OWNER AND
ENGINEER
8'
MATCH EX. PAVEMENT
PER PAVEMENT TRANSITION DETAIL
SHEET C4.0 (TYP.)
MA
T
C
H
E
X
.
PA
V
E
M
E
N
T
MATCH EX.
PAVEMENT
PROPOSED FENCE
PROPOSED SHORT
TERM BIKE PARKING
SN
O
W
S
T
O
R
A
G
E
UE
n/f
HANDY, JOAN, LAURA ET AL.
974 SHELBURNE ROAD
EX. PAVEMENT
EX. PAVEMENT
20
'
R.
O
.
W
.
155'±
12
1
'
±
29
'
±
39
'
±
155'±
11
1
'
±
30
'
R.
O
.
W
.
S
S
W
W
W
FUTURE EV PARKING
CHARGING SPACES (3)
EXISTING PAVEMENT
SHIM AND OVERLAY
NEW PAVEMENT AT EXISTING
GRAVEL - SEE TYPICAL PAVEMENT
SECTION (FULL DEPTH
CONSTRUCTION)
NEW PAVEMENT AT EXISTING GRAVEL -
SEE TYPICAL PAVEMENT SECTION
(FULL DEPTH CONSTRUCTION)
SHIM AND OVERLAY
SHIM AND OVERLAY
PROPOSED
HYDRANT
TRANSITION CURB
PER DETAIL C4.0
MATCH EX.
CURB CUT /
PAVEMENT
9'
4'
4'
REPLACE EX. BOLLARD
OUTSIDE OF CURB
8" A.C.
8" A.C.
SN
O
W
ST
O
R
A
G
E
PROPOSED FENCE
10
'
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
10
'
S
I
D
E
Y
A
R
D
S
E
T
B
A
C
K
20'
R.O.W.
30' REAR YARD SETBACK
30' FRONT YARD SETBACK
EXISTING PAVEMENT
AND CURB TO BE
REMOVED (TYP.)
EXISTING PAVEMENT TO
BE REMOVED (TYP.)
EDGE OF EXISTING
PAVEMENT TO BE
REMOVED (TYP.)
MA
T
C
H
E
X
PA
V
E
M
E
N
T
ST
S
T
4"
P
V
C
12" CMP12" HDPE
AP
P
R
O
X
I
M
A
T
E
L
O
C
A
T
I
O
N
ST
S
T
NEW CB#1 (2x2)
RIM=213.5
INV.IN=210.1 (6" N)
INV.OUT=210.0 (6" SE)
CORE NEW
INV.IN=209.3 (6" NW)
6"
P
V
C
6"
P
V
C
ROOF DRAIN
INV.=210.6 (6"S)
COORDINATE
INSTALLATION WITH
OWNER
4'
SNIPPET/PARKLET
(4) AUTUMN BLAZE RED
MAPLE TREES (JR)
(2) CHAIRS / BENCHES
(1) PICNIC TABLE W/
SEATING
FDC
JR JR JR
JR
D
R
PROPOSED
BOLLARD
BENCH BENCH
TA
B
L
E
W
/
SE
A
T
I
N
G
C2.0
--
PROPOSED
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
PROGRESS PLANS
02/05/2024
CJG
CJG
MAB
1" = 20'
23151
LOCATION MAP
1" = 2000'
CLINT WEST
232 MT. PHILO ROAD
SHELBURNE,
VERMONT 05482
SOUTH BURLINGTON
BURLINGTON
4 LAUREL HILL DRIVE
SOUTH BURLINGTON, VT
89
7
BU
R
L
I
N
G
T
O
N
SO
U
T
H
BU
R
L
I
N
G
T
O
N
PROJECT
LOCATION
OE
G
ST
S
W
W
S
LEGEND
EXISTING CONTOUR
EXISTING CURB
EXISTING FENCE
EXISTING GRAVEL
EXISTING PAVEMENT
EXISTING OVERHEAD ELECTRIC
EXISTING GAS
EXISTING STORM
EXISTING GRAVITY SEWER
EXISTING WATER
PROJECT BENCHMARK
EXISTING MONITORING WELL
EXISTING SEWER MANHOLE
EXISTING CATCH BASIN
EXISTING HYDRANT
EXISTING SHUT OFF
EXISTING UTILITY 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
PROPOSED CURB
PROPOSED PAVEMENT
PROPOSED SIGN
COVERAGE
CATEGORY
BUILDINGS
ZONING
40%
EXISTING
SETBACKS
REAR YARD
ZONING REQUIREMENTS:
ZONING DISTRICT:
COMMERCIAL 1 / RESIDENTIAL 15 (C1/R15)
30'
FRONT YARD 30'
MAX. RESIDENTIAL DENSITY IN
DWELLING UNITS PER ACRE
23,250± S.F.
SIDE YARD 10'
2,900 SF/UNIT
5 STORIES
PARCEL
LOT 70%
TOTAL STORIES
ACCESSORY BUILIDNGS
MAX. BUILDING HEIGHT
10'
PROPOSED
13 UNITS
(4) 2 BEDROOM
(6) 1 BEDROOM
(3) STUDIO*
GREEN SPACE
22%
95%
22%
58'±
50'±
10'±
77%
5,365± S.F.
W PROPOSED WATER
PROPOSED HYDRANT
PROPOSED SHUT OFF
58'±
50'±
10'±
PARKING
BIKE PARKING
1 PER 10 UNITS (4 MIN.)SHORT TERM
LONG TERM 1 PER EVERY UNIT
4
9 UNITS = 9(0.75) + 3(0.75)=8.9 (9 SPACES)
0.75 PER DU + 0.75 PER 4 UNITSSTUDIO or 1 BEDROOM
2+ BEDROOM 1.5 PER DU + 0.75 PER 4 UNITS
4 UNITS = 4(1.5) + 1(0.75)=6.75 (7 SPACES)
23,250± S.F.
ZONING PROPOSED
13
DRA
F
T
for R
e
v
i
e
w
2 N/C
19 TOTAL PROVIDED
UE PROPOSED UNDERGROUND ELECTRIC
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 TOWN ROAD R.O.W. WITH TOWN
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, BASED ON INFORMATION FROM LAND
RECORDS AND MINIMAL REMAINING MONUMENTATION RECOVERED. 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
ST PROPOSED STORM
PROPOSED CATCH BASIN
LAUREL HILL
APARTMENTS, LLC
* STUDIO - 3 TOTAL
(2) COMMERCIAL
(1) RESIDENTIAL
PROPOSED DECIDUOUS TREE
21
6
215
21
5
21
5
215
214
2
1
4
214
21
3
213
21
3
212
LAUREL HILL DRIVE
SH
E
L
B
U
R
N
E
R
O
A
D
-
R
O
U
T
E
7
LILAC
14"
PINE
SHRUB
LILAC
15"
(2 BOLE)
STOCKADE FENCE
CE
D
A
R
S
CE
D
A
R
S
LILAC
FFE ALUM=214.5
EX CB
RIM=212.4
3/4" CPF
0.5' BG
W
MONITORING WELL
YEWYEWYEWYEWYEWYEW
FFE ALUM=214.4
FE
N
C
E
STOCKADE FENCE
OE
OE
OE
OE OE OE OE OE OE
OE
OE
OE
OE
OE
OE
OE
OE OE OE OE
O
E
OE
OE
OE
OE
OE
OE
OE
OE
OE
O
E
O
E
n/f
HANDY, JOAN, LAURA ET AL.
974 SHELBURNE ROAD
n/f
ROZZI SHELBURNE ROAD, LLC
992 SHELBURNE ROAD
n/f
NEW ENGLAND FEDERAL
CREDIT UNION
1000 SHELBURNE ROAD
n/f
P. PROVOST
11 LAUREL HILL DRIVE
n/f
V.M & P.V. SOLAI
8 LAUREL HILL DRIVE
LAUREL HILL
APARTMENTS, LLC
W
W
S S S S S S S S S
W W W W W W W W W W
G
G G G G G G G G G
G
G
G
ST ST ST ST ST ST ST ST ST
EX CB
RIM=213.5
INV.IN=209.6 (4" SE)
INV.IN=209.3 (12" W)
INV.OUT=209.2 (12"E)
SUMP=209.1
S
D
R
EXISTING UTILITY POLE TO
BE REMOVED, COORDINATE
WITH UTILITY PROVIDER
UE
n/f
HANDY, JOAN, LAURA ET AL.
974 SHELBURNE ROAD
20
'
R.
O
.
W
.
155'±
12
1
'
±
29
'
±
39
'
±
155'±
11
1
'
±
30
'
R.
O
.
W
.
S
S
W
W
W
NE
W
4
"
D
.
I
.
WA
T
E
R
S
E
R
V
I
C
E
EX. WATER SERVICE TO
BE REMOVED OR TO BE
CUT, CAPPED AND
ABANDONED IN PLACE
PROPOSED
HYDRANT
8" A.C.
8" A.C.
INSTALL 4x8 STAINLESS SLEEVE
AND VALVE. COORDINATE WITH
CITY WATER DEPARTMENT
20'
R.O.W.
NEW UNDERGROUND ELEC.
COORDINATE
INSTALLATION WITH UTILITY
COMPANY
ST
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T
4"
P
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12" CMP12" HDPE
AP
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FDC
6"
INSTALL 6x8 STAINLESS SLEEVE
AND VALVE COORDINATE WITH
CITY WATER DEPARTMENT DISCONNECT EXISTING WATER
SERVICE. COORDINATE WITH
CITY WATER DEPARTMENT
WATER SERVICE NOTES:
·A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE
CHAMPLAIN WATER DISTRICT DISTRIBUTION DIVISION
PRIOR TO ANY WATER INFRASTRUCTURE WORK. 7 DAYS
ADVANCE NOTICE MUST BE PROVIDED TO THE
DEPARTMENT BEFORE WATER MAIN WORK TAKES PLACE
SO AFFECTED CUSTOMERS CAN BE NOTIFIED.
·ALL WATER LINE WORK SHALL BE PERFORMED IN
ACCORDANCE WITH THE CWD SPECIFICATIONS
D.
I
.
C2.1
--
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
PROGRESS PLANS
01/10/2024
CJG
CJG
MAB
1" = 20'
23151
LOCATION MAP
1" = 2000'
CLINT WEST
232 MT. PHILO ROAD
SHELBURNE,
VERMONT 05482
SOUTH BURLINGTON
BURLINGTON
4 LAUREL HILL DRIVE
SOUTH BURLINGTON, VT
89
7
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PROJECT
LOCATION
OE
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LEGEND
EXISTING CONTOUR
EXISTING CURB
EXISTING FENCE
EXISTING GRAVEL
EXISTING PAVEMENT
EXISTING OVERHEAD ELECTRIC
EXISTING GAS
EXISTING STORM
EXISTING GRAVITY SEWER
EXISTING WATER
PROJECT BENCHMARK
EXISTING MONITORING WELL
EXISTING SEWER MANHOLE
EXISTING CATCH BASIN
EXISTING HYDRANT
EXISTING SHUT OFF
EXISTING UTILITY 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
PROPOSED CURB
PROPOSED PAVEMENT
PROPOSED SIGN
W PROPOSED WATER
PROPOSED HYDRANT
PROPOSED SHUT OFF
DRA
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for R
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UE PROPOSED UNDERGROUND ELECTRIC
LAUREL HILL
APARTMENTS, LLC
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EX. PAVEMENT
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15"
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EX. PAVEMENTW
MONITORING WELL
YEWYEWYEWYEWYEWYEW
FFE ALUM=214.4
OE
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OE OE OE OE OE OE
OE
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OE
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EX. PAVEMENT
EX. PAVEMENT
155'±
12
1
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±
29
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±
39
'
±
155'±
11
1
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±
S
S
W
W
W
PROPOSED
HYDRANT
PERMANENT STABILIZATION-
PAVED DRIVEWAY (TYP.)
INSTALL CONSTRUCTION
LIMITS TAPE (TYP.)
INSTALL SILT FENCE
DOWNGRADE OF ALL
DISTURBED AREAS
PERMANENT STABILIZATION-
INSTALL 4" TOPSOIL, FERTILIZE,
LAWN SEED (TYP.)
TEMPORARY STABILIZED
CONSTRUCTION ENTRANCE
8" A.C.
8" A.C.
10
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30' REAR YARD SETBACK
30' FRONT YARD SETBACK
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PERMANENT STABILIZATION-
PAVED DRIVEWAY / PARKING
AREA (TYP.)
PERMANENT STABILIZATION-
INSTALL 4" TOPSOIL, FERTILIZE,
LAWN SEED (TYP.)
FDC
C3.0
--
EPSC SITE 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
PROGRESS PLANS
01/10/2024
GJG
CJG
MAB
1" = 20'
23151
LOCATION MAP
1" = 2000'
CLINT WEST
232 MT. PHILO ROAD
SHELBURNE,
VERMONT 05482
SOUTH BURLINGTON
BURLINGTON
4 LAUREL HILL DRIVE
SOUTH BURLINGTON, VT
89
7
BU
R
L
I
N
G
T
O
N
SO
U
T
H
BU
R
L
I
N
G
T
O
N
PROJECT
LOCATION
OE
G
ST
S
W
W
S
LEGEND
EXISTING CONTOUR
EXISTING CURB
EXISTING FENCE
EXISTING GRAVEL
EXISTING PAVEMENT
EXISTING ELECTRIC
EXISTING GAS
EXISTING STORM
EXISTING GRAVITY SEWER
EXISTING WATER
PROJECT BENCHMARK
EXISTING MONITORING WELL
EXISTING SEWER MANHOLE
EXISTING CATCH BASIN
EXISTING HYDRANT
EXISTING SHUT OFF
EXISTING UTILITY 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
PROPOSED CURB
PROPOSED PAVEMENT
PROPOSED SIGN
W PROPOSED WATER
PROPOSED HYDRANT
PROPOSED SHUT OFF
NOTES:
1.ALL EROSION AND SEDIMENT CONTROL DEVICES MUST
BE INSTALLED AND STABILIZED BEFORE THE START OF
CONSTRUCTION.
2.LOAM, SEED AND MULCH ALL DISTURBED AREAS (TYP.)
3.INSTALL TEMPORARY STABILIZATION OF DISTURBED
SOILS THROUGH THE INSTALLATION OF 1" OF HAY
MULCH NO MORE THAN 7 DAYS AFTER WORK HAS
CEASED IN A PARTICULAR AREA.
4.SLOPES >3:1 SHALL RECEIVE EROSION CONTROL
MATTING.
5.MAXIMUM AMOUNT OF DISTURBED SOILS TO BE
LIMITED TO NO MORE THAN 2 ACRES.
6.SILT FENCE CONTRIBUTORY AREA TO BE LIMITED TO 14
ACRE / 100 L.F.
LEGEND
CONSTRUCTION LIMITS TAPE
STABILIZED CONSTRUCTION ENTRANCE
SILT FENCE
This project is located within the SPA for the Champlain Water District
WSID VT0005092. In the event of a hazardous spill or release during
future construction or any proposed activities at this site, the Applicant
should notify the public water system and have the water system's
contact information readily available at the project site and with the
project contractor(s).
LAUREL HILL
APARTMENTS, LLC
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AS SHOWN C3.1
--
EPSC NOTES 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
PROGRESS PLANS
12/21/2023
DRA
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for R
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GJG
CJG
MAB
23151
CLINT WEST
232 MT. PHILO ROAD
SHELBURNE,
VERMONT 05482
4 LAUREL HILL DRIVE
SOUTH BURLINGTON, VT
E-
0
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1
E
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N.T.S.
CONSTRUCTION FENCE DETAIL
REVISED 08/01/2014E-002E-
0
0
2
C
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F
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WOOD POST
30
"
18
"
EXISTING GRADE
NATIVE MATERIAL
PLASTIC ORANGE
CONSTRUCTION FENCE
REVISED 08/01/2014E-004E-
0
0
4
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20'
(
6
m
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R
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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
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F
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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
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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
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f
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c
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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 7 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 ru naff 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.
LAUREL HILL
APARTMENTS, LLC
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SITE 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
PROGRESS PLANS
12/21/2023
DRA
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GJG
CJG
MAB
23151
CLINT WEST
232 MT. PHILO ROAD
SHELBURNE,
VERMONT 05482
4 LAUREL HILL DRIVE
SOUTH BURLINGTON, VT
N.T.S.
TYPICAL PAVEMENT SECTION
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6" CRUSHED GRAVEL - FINE
AOT SPECIFICATION 704.05
2" TYPE II
BASE COURSE
SEPARATION
GEOTEXTILE
UNDISTURBED SOIL or
APPROVED COMPACTED
GRANULAR FILL
(FULL DEPTH CONSTRUCTION SECTION)
EMULSIFIED
ASPHALT
BITUMINOUS
CONCRETE
PAVEMENT
112" TYPE III
FINISH COURSE
12" DENSE GRADED CRUSHED STONE
AOT SPECIFICATION 704.06
12" MINIMUM
CRUSHED GRAVEL
SHOULDER
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
N.T.S.
LINE STRIPING DETAIL
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5'*8'
18'4" WHITE
PAINTED
MARKINGS
9'
18'
CURBING AND/OR
EDGE OF PAVEMENT
ACCESSIBLE
PARKING
SIGN
ACCESSIBLE PARKING SPACESTANDARD PARKING SPACE
2' ON CENTER
TRAFFIC MARKING PAINT TO BE READY-MIXED TRAFFIC PAINT SUITABLE
FOR MARKING ON EITHER BITUMINOUS OR PORTLAND CEMENT
CONCRETE PAVEMENT. READY-MIXED LOW VOC TRAFFIC PAINT SHALL
CONSIST OF 100% ACRYLIC TYPE, FAST DRYING TRAFFIC PAINT.
REVISED 2/27/2020
*8' FOR VAN ACCESSIBLE SPACE
(UNLESS OTHERWISE NOTED ON PLANS)
CENTER POINT
FOR MARKING
N.T.S.
ACCESSIBLE PARKING MARKING DETAIL
REVISED 2/27/2020S-015a
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PAVEMENT MARKINGS TO MEET STATE STANDARDS E-191NOTE:
4" WHITE
BORDER
BLUE
FIELD
WHITE PAINTED
ADA SYMBOL
2" HIGH LETTERS
(TYP.)
N.T.S.
ACCESSIBLE PARKING SIGN DETAIL
REVISED 2/27/2020S-015b
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PARKING
RESERVED
SIGN SHALL BE POSTED AT THE HEAD OF EACH ACCESSIBLE SPACE.
MOUNTING HEIGHT IS 60" MINIMUM TO BOTTOM OF SIGN.
18
"
COLOR:LEGEND AND BORDER - GREEN
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
MATERIAL:AS PER VAOT STANDARD E-143M
POST:2" (14 ga.) SQUARE STEEL SIGN POST
INSTALL IN ACCORDANCE w/VAOT
STANDARD E-164
6"
6"
ACCESSIBLE
VANIF APPLICABLE
N.T.S.
TRANSITION CURB DETAIL
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6'-0"
1"
FACE OF CURB
END TRANSITION SLOPE
BEGIN TRANSITION SLOPE
TOP OF CURB (SEE PLAN
FOR TYPE OF CURB)
FINISHED GRADE OF ROAD
PAVEMENT
REVISED 08/01/2014
N.T.S.
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TRANSITION FROM NEW PAVEMENT
TO EXISTING PAVEMENT
EXIST. TOP COURSE TO BE
REMOVED AND OVERLAIN
AS PART OF NEW
PAVEMENT SECTION
SAW CUT PAVEMENT,
CLEAN AND COAT WITH
EMULSION PRIOR TO
PAVING
EXIST. BASE MATERIAL
EXIST. BITUMINOUS
PAVEMENT
FINISH COURSE
BASE COURSENEW
CONSTRUCTION
18" (MIN.)
EDGE OF EXISTING
PAVEMENT
REVISED 6/15/2017
N.T.S.
TYPICAL PAVEMENT OVERLAY SECTION
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EXISTING SUBBASE
EXISTING
FINISH & BASE
COURSE
EMULSIFIED
ASPHALT
BITUMINOUS CONCRETE
PAVEMENT OVERLAY
2" TYPE III
FINISH COURSE
REVISED 6/19/2019
3 1
OR AS
SHOWN
ON PLANS
TOPSOIL, SEED
& MULCH ALL
DISTURBED
AREAS
BACK-UP NEW
EDGE OF
PAVEMENT
EXISTING
GRADE
NOTES:
1.SIDEWALK JOINTS:
- CONSTRUCTION JOINTS: SET CONSTRUCTION JOINTS AT SIDE AND END TERMINATIONS OF PAVING AND AT
LOCATIONS WHERE PAVING OPERATIONS ARE STOPPED FOR MORE THAN ONE-HALF HOUR UNLESS PAVING
TERMINATES AT ISOLATION JOINTS.
- ISOLATION JOINTS: FORM ISOLATION JOINTS OF PREFORMED JOINT-FILLER STRIPS ABUTTING CONCRETE
CURBS, CATCH BASINS, MANHOLES, INLETS, STRUCTURES, OTHER FIXED OBJECTS, AND WHERE INDICATED.
- CONTRACTION JOINTS: FORM WEAKENED-PLANE CONTRACTION JOINTS, SECTIONING CONCRETE INTO AREAS
AS INDICATED. TYPICAL JOINT SPACING IS 5 FEET BUT MAY BE INDICATED DIFFERENTLY ON PLANS FOR WIDER
SIDEWALKS OR PLAZA AREAS. CONSTRUCT CONTRACTION JOINTS FOR A DEPTH EQUAL TO AT LEAST
ONE-FOURTH OF THE CONCRETE THICKNESS, CONTRACTION JOINTS MAY BE EITHER GROOVED or SAWED
JOINTS.
2.NO DEICER SHALL BE APPLIED TO SIDEWALK UNTIL AT LEAST 30 DAYS OF AIR DRYING TIME HAS OCCURRED.
3.LIQUID MEMBRANE-FORMING CURING AND SEALING COMPOUNDS SHALL MEET ASTM C309 or C1315. SEALERS
SHALL BE BASED ON SILANE OR SILOXANE TECHNOLOGY FOR BEST SALT AND WATER REPELLENCY FOR
CONCRETE PAVEMENTS. TWO COATS SHALL BE APPLIED AT RIGHT ANGLES FOR EVEN COVERAGE. INSTALL IN
CONFORMANCE WITH MANUFACTURERS RECOMMENDATIONS.
4.INSTALL POLYURETHANE ELASTOMERIC SEALANT AT ALL SAWED JOINTS.
N.T.S.
CONCRETE SIDEWALK DETAIL
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6"6"
SIDEWALK WIDTH AS SHOWN ON PLANS
8" COMPACTED CRUSHED
GRAVEL (704.05 FINE)
5" THICK CONCRETE SIDEWALK
(8" THICK AT DRIVEWAY CROSSINGS)
UNDISTURBED SOIL OR
APPROVED COMPACTED
GRANULAR FILL
REVISED 7/01/2019
4" MINIMUM TOPSOIL, SEED AND MULCH
ALL SIDESLOPE
- USE EROSION MATTING (WHEN
REQUIRED) TO ESTABLISH VEGETATION
REVISED 3/27/2020S-001aS-
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CURB DETAIL
CRUSHED GRAVEL (FINE)
DENSE GRADED
SUB-BASE MATERIAL
NOTES:
1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH
18" JOINT BETWEEN SECTIONS.
2.CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED
EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL
CONFORMING TO AASHTO DESIGNATION M-153 (12"
SPONGE RUBBER OR CORK).
3.ASPHALT TREATED FELT TO BE USED BETWEEN SIDEWALK
AND CONCRETE CURB TOP.
6"
12"9"
6"
18
"
12" R.
TOP COURSE BITUMINOUS
CONCRETE PAVEMENT
BASE COURSE BITUMINOUS
CONCRETE PAVEMENT
PROVIDE 12" MIN. SUBBASE
MATERIAL BEHIND CURB
AND TO WITHIN 6" OF
FINISHED GRADE FOR
GRASSED SURFACES
CONCRETE CURB
6"
N.T.S.
REPLACEMENT OF EXISTING PAVEMENT
NOTES:
1. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE-WAY TRAFFIC AT ALL TIMES DURING WORK WITHIN THE R.O.W.
2.MAINTENANCE AND PROTECTION OF TRAFFIC DURING WORK WITHIN THE HIGHWAY R.O.W. SHALL BE PROVIDED IN
ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. THE CONTRACTOR SHALL NOT WORK
WITHIN THE R.O.W. WITHOUT APPROPRIATE CONSTRUCTION SIGNING IN PLACE.
3.ALL BACKFILL SHALL BE MADE IN SIX INCH (6") LIFTS AND COMPACTED TO NOT LESS THAN 95% MAXIMUM DRY
DENSITY ACCORDING TO ASTM D698.
4.REPLACE EXISTING ROAD STRIPING AS NECESSARY.
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NEW BIT. CONC. PAVEMENT
MATCH EX. SUBBASE
(18" MIN. CRUSHED
GRAVEL)
EXIST. SUBBASE
BOTH SIDES
SMOOTH CUT EXIST. BIT.
PAVEMENT PRIOR TO PAVING
1'-0"
(MIN.)
SEE TYPICAL TRENCH
DETAIL
D + 2' TRENCH
EXCAVATION (MIN.)
MATCH EX. PAVEMENT
(4" MIN. - 112" TYPE III
- 212" TYPE II)
ALL JOINTS SHALL BE
THOROUGHLY CLEANED AND
COATED WITH EMULSIFIED
ASPHALT PRIOR TO PAVING
EXIST. BIT. PAVEMENT
(BOTH SIDES)
LAUREL HILL
APARTMENTS, LLC
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SITE 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
PROGRESS PLANS
01/11/2024
DRA
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for R
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v
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w
GJG
CJG
MAB
23151
CLINT WEST
232 MT. PHILO ROAD
SHELBURNE,
VERMONT 05482
LAUREL HILL
APARTMENTS, LLC
4 LAUREL HILL DRIVE
SOUTH BURLINGTON, VT
REVISED 09/07/2020M-010DE
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DUMPSTER ENCLOSURE
N.T.S.
PLANFRONT ELEVATION
18'-0"
17'-0" OPENING
9'
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4'
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6
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10
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C
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3'-0"4'-0"4'-0"4'-0"3'-0"
9'-0"9'-0"
6" BOLLARD
(TYP.)4"x6" P.T.
POST (TYP.)
19'-0" CONC. SLAB
4"x6" P.T.
POST (TYP.)
FLUSH BOLTSBAR LATCH &
BRACKETS W.
PAD LOCK @
TOP LATCH4'
-
6
"
6"
6"
6'
-
0
"
HEAVY DUTY
TEE HINGE,
STANLEY
#CD1291 OR
APPROVED
EQUAL
CHAIN LINK FENCE WITH
SCREENING SLATS
6" CRUSHED GRAVEL
AT BOTTOM OF POST
CONCRETE
FILL AROUND
POST
6" CONCRETE PAD
8" CRUSHED GRAVEL
12" GALV. CARRIAGE
BOLTS OR 3 4"x412" LONG
GALV. LAG BOLTS
2"x6" P.T. GIRTS (TYP.)
CONFIRM AND COORDINATE
FENCE AND GATE REQUIREMENTS
WITH FENCE MANUFACTURER.
DETAIL REFLECTS MINIMUM
REQUIREMENTS FOR WOOD
ENCLOSURE FENCE.
REVISED 8/9/2015M-015aM-
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OR APPROVED EQUAL
22"
1
7
/
8
"
36
"
N.T.S.
BIKE RACK (PARK-IT BIKE RACKS)
NOTE: BIKE RACKS SHALL BE SURFACE
MOUNTED PER MANUFACTURERS
SPECIFICATIONS
REVISED 10/21/2019M-015bM-
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M
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M
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30" MIN.30" MIN.
N.T.S.
BIKE RACK (PLAN VIEW)
CONC. PAD
SEE BIKE
RACK DETAIL
REFER TO CONCRETE SIDEWALK
DETAIL FOR CONC. PAD
DET-L005
N.T.S.
TREE PLANTING DETAIL
REVISED 02/18/2015DE
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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
SYMBOL
AUTUMN BLAZE RED MAPLE TREES
COMMON NAME
TBD
SIZE/CALIPERSCIENTIFIC NAME
PLANTING SCHEDULE
QUANTITY
4JR
TREES
1.ALL PLANT MATERIALS IN THE PLANT SCHEDULE SHALL BE NURSERY GROWN IN ACCORDANCE WITH ANSI Z.60.1 STANDARDS
FOR MEASUREMENT OF NURSERY STOCK.
2.ALL PLANTS SHALL BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR FROM DATE OF RECEIPT OF
PROVISIONAL ACCEPTANCE OF THE COMPLETED INSTALLATION BY THE OWNER.
3.REPLACEMENT PLANTINGS WILL BE REQUIRED PRIOR TO FINAL ACCEPTANCE FOR ANY PLANTS WHICH ARE MISSING, NOT
TRUE TO SPECIFICATIONS, HAVE DIED OR ARE UNHEALTHY OR UNCHARACTERISTIC OF THE SPECIES (DUE TO EXCESSIVE
PRUNING, DIEBACK OR OTHER REASONS.)
4.ALL PLANT MATERIALS SHALL BE APPROVED PRIOR TO INSTALLATION
5.APPROVAL IS REQUIRED PRIOR TO ANY PLAN MATERIAL SUBSTITUTIONS.
6.THE LANDSCAPE CONTRACTOR SHALL HAVE THE GENERAL CONTRACTOR LOCATE ALL UNDERGROUND UTILITIES IN AREA TO
BE LANDSCAPED PRIOR TO COMMENCING ANY EXCAVATION.
7.GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL EROSION CONTROL MEASURES DURING CONSTRUCTION.
8.ALL DISTURBED AREAS ARE TO BE TOP SOILED AND SEEDED OR SODDED, AS INDICATED IN THE PLANTING AND EROSION
CONTROL PLANS.
9.ALL PLANTS SHALL BE BALLED AND BURLAPPED OR CONTAINER GROWN AS SPECIFIED. NO CONTAINER GROWN STOCK WILL
BE ACCEPTED IF IT IS ROOT BOUND. ALL ROOT WRAPPING MATERIAL MADE OF SYNTHETICS OR PLASTICS SHALL BE
REMOVED AT THE TIME OF PLANTING.
10.ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24 HOUR PERIOD AFTER PLANTING. ALL PLANTS
SHALL THEN BE WATERED WEEKLY, IF NECESSARY, DURING THE FIRST GOWNING SEASON.
PLANTING NOTES
ACER X FREEMANII ‘JEFFERSRED’
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AS SHOWN C4.2
--
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
PROGRESS PLANS
12/21/2023
DRA
F
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for R
e
v
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w
GJG
CJG
MAB
23151
CLINT WEST
232 MT. PHILO ROAD
SHELBURNE,
VERMONT 05482
4 LAUREL HILL DRIVE
SOUTH BURLINGTON, VT
NOTES:
PAVED
N.T.S.
D
D+2'
6"
6"
TYPICAL WATER TRENCH DETAIL
6'
-
0
"
M
I
N
.
C
O
V
E
R
E
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)
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(SEE SITE PLAN)
N.T.S.
TAPPING SLEEVE & VALVE DETAIL
REVISED 6/15/2015W-002
ALL COVERS SHALL BE MARKED "WATER" WITH
AN ARROW SHOWING THE COUNTERCLOCKWISE
DIRECTION OF OPENING.
NEW WATER LINE
FINISH GRADE
INSTALL CURB STOP BOX TO
ACCESS TRACER WIRE
ADJUSTABLE IRON VALVE BOX
WITH COVER MARKED "WATER"
TAPPING VALVE
MECH. JOINT WITH "MEGA-LUG"
RETAINER GLAND OR
APPROVED EQUAL
34" CORPORATION IN FIRST
LENGTH OF PIPE FOR TESTING
3/4" CRUSHED STONE BEDDING
(MIN. 12" THICK)
4 MIL POLYETHYLENE BETWEEN
FITTINGS AND CONCRETE
CONCRETE THRUST BLOCK
(SIZE DETERMINED BY SOIL
CONDITIONS) (REFER TO
THRUST BLOCK TABLE FOR
SIZING)
ALL TAPPING SLEEVE
NUTS & BOLTS SHALL BE
COATED BY HEAVY BRUSH
WITH BITUMASTIC COLD
APPLIED MATERIAL PRIOR
TO BACKFILL
EXISTING
WATER MAIN
TAPPING
SLEEVE
UNDISTURBED SOIL
W-
0
0
2
T
a
p
DIRECT BURY COATED
TRACER WIRE
NOTES:
1.TAPPING SLEEVES AND VALVES
ARE TO MEET THE LOCAL WATER
DEPARTMENT'S STANDARD
SPECIFICATIONS AND THE
VERMONT WATER SUPPLY RULES.
2.WET TAPS SHALL BE PREFORMED
BY PRE-APPROVED FIRMS ONLY.
3.ALL FITTINGS THAT ARE TO HAVE
CONCRETE POURED AROUND THEM
ARE TO BE WRAPPED WITH 4 mil.
POLYETHYLENE PRIOR TO
CONCRETE PLACEMENT.
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:
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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.
HYDRANT ASSEMBLY DETAIL
REVISED 3/9/2015W-004W-
0
0
4
H
y
d
NOTES:
1. ALL FITTINGS ARE TO HAVE MEGA-LUG
RETAINER GLANDS.
2.PRIOR TO POURING THRUST BLOCKS ALL
FITTINGS ARE TO BE WRAPPED WITH 4 mil
POLYETHYLENE.
6"
M
I
N
.
6'-
0
"
M
I
N
.
C
O
V
E
R
15
"
-
2
1
"
NOTE:
WHEN LOCATED BETWEEN SIDEWALK AND CURB
THE FACE NOZZLE SHALL BE PLACED 1' TO 8'
FROM THE FACE OF THE CURB. WHEN LOCATED
BEHIND THE SIDEWALK THE NOZZLE SHALL BE
PLACED BETWEEN 4' AND 6' FROM EDGE OF
SIDEWALK.
3/4" CRUSHED STONE
BEDDING (MIN. 12" THICK)
CONCRETE THRUST BLOCK
(SIZE DETERMINED BY SOIL
CONDITIONS) (REFER TO
THRUST BLOCK TABLE FOR
SIZING)
CONCRETE THRUST BLOCK
(SIZE DETERMINED BY SOIL
CONDITIONS) (REFER TO
THRUST BLOCK TABLE FOR
SIZING)
UNDISTURBED SOIL
ANCHOR COUPLING OR
SPOOL PIECE WITH
MEGA-LUG GLANDS
AWWA HYDRANT, VALVE
AND APPURTENANCES
AS PER SPECIFICATIONS
ADD WINTER MARKING
FLAGS (SPRING SUPPORTS)
DIRECT BURY COATED
TRACER WIRE
FINISH GRADE
ANCHOR
TEE
6" WATER
LINE
ADJUSTABLE IRON
VALVE BOX w/COVER
MARKED "WATER"
PLUG
HYDRANT
DRAIN
2"
-
6
"
N.T.S.
WATER SERVICE CONNECTION
REVISED 2/23/2015W-006W-
0
0
6
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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.
REVISED 12/03/2020ST-002bST
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2
C
B
N.T.S.
2x2 CATCH BASIN
PRECAST MANHOLE STRUCTURES
SHALL CONFORM TO ASTM SPEC.
C478 (LATEST EDITION)
OUTLET PIPE
(SEE SPECS/PLAN FOR
TYPE & SIZE)
6" MIN. CRUSHED STONE
FINISH GRADE
SET FRAME ON FULL
MORTAR BED
24" x 24" C.I. GRATE w/4 FLANGED
FRAME (OR APPROVED EQUAL)
PRECAST CONCRETE w/
MONOLITHIC BASE
WATERTIGHT JOINT USING
1" MIN. WIDTH FLEXIBLE
GASKET (SEAL EXTERIOR
JOINTS AND LIFT HOLES w/
NON-SHRINK GROUT)
* USE 30" SQ. STRUCTURE / GRATE
WHERE PIPE SIZE DICTATES
18
"
SU
M
P
6"
8"
*2'-0" SQ.
BA
S
E
RI
S
E
R
8"
CAST IN PLACE FLEXIBLE
SLEEVES OR APPROVED
EQUAL (TYP. ALL PIPES)
COAT EXTERIOR OF ENTIRE
MANHOLE w/ A WATERTIGHT
SEALANT (2 COATS)
NOTES:
N.T.S.
TYPICAL STORM TRENCH
REVISED 12/08/2016ST-003
D+2'
ST
-
0
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3
S
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PAVED
6"
6"
CO
V
E
R
P
E
R
P
L
A
N
E
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
LAUREL HILL
APARTMENTS, LLC
REVISED 11/07/2014W-100W-
1
0
0
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i
n
.
S
e
p
.
Non-sewage Wastewater Disposal Fields
Hazardous or Solid Waste Disposal Site
Concentrated Livestock Holding Area & Manure Storage Systems
Buildings
Flood ways
Surface Water
Limit of Herbicide Application on Utility R.O.W.
Property Line
Subsurface Wastewater Piping and Related Tanks
Sewage System Disposal Fields
Driveway (less than 3 residences)
Roadway, Parking Lot (outer edge of shoulder)
and other Siting Limitations
Potential Source of Contamination
VERMONT WATER SUPPLY RULE - CHAPTER 21
TABLE A11-1 - REQUIRED MINIMUM SEPARATION DISTANCES
a.See Table 11-2, FIG 11-1 OF VT WATER SUPPLY RULE, CH. 21
b.Increased to 50' when adjacent to agricultural cropland.
c.Applies to rights-of-way (ROW) where herbicides have been applied in the past
12 months or may be applied in the future. This distance may be increased to
200' depending on the active ingredient in the herbicide according to Vermont
Regulations for Control of Pesticides.
d.For Public water sources, see Appendix A, part 3, Subpart 3.3.8.
e.Water sources shall not be located in a flood way.
f.If a water source is potentially downgradient of a source of contamination, then
the Agency shall apply the criteria in 11.4.2.2.
f.
f.
200'
10'
e.
10'd
100'c
10'b
50'
a.
15'
25'
Separation Distance
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NTS C5.0
--
SPECIFICATIONS
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
PROGRESS PLANS
DRA
F
T
for R
e
v
i
e
w
GJG
CJG
MAB
23151
CLINT WEST
232 MT. PHILO ROAD
SHELBURNE,
VERMONT 05482
4 LAUREL HILL DRIVE
SOUTH BURLINGTON, VT
LAUREL HILL
APARTMENTS, LLC
12/21/2023
P:
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NTS C5.1
--
SPECIFICATIONS
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
PROGRESS PLANS
DRA
F
T
for R
e
v
i
e
w
GJG
CJG
MAB
23151
CLINT WEST
232 MT. PHILO ROAD
SHELBURNE,
VERMONT 05482
4 LAUREL HILL DRIVE
SOUTH BURLINGTON, VT
LAUREL HILL
APARTMENTS, LLC
12/21/2023
P:
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√√
NTS C5.2
--
SPECIFICATIONS
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
PROGRESS PLANS
DRA
F
T
for R
e
v
i
e
w
GJG
CJG
MAB
23151
CLINT WEST
232 MT. PHILO ROAD
SHELBURNE,
VERMONT 05482
4 LAUREL HILL DRIVE
SOUTH BURLINGTON, VT
LAUREL HILL
APARTMENTS, LLC
12/21/2023
P:
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NTS C5.3
--
SPECIFICATIONS
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
PROGRESS PLANS
DRA
F
T
for R
e
v
i
e
w
GJG
CJG
MAB
23151
CLINT WEST
232 MT. PHILO ROAD
SHELBURNE,
VERMONT 05482
4 LAUREL HILL DRIVE
SOUTH BURLINGTON, VT
LAUREL HILL
APARTMENTS, LLC
12/21/2023
P:
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T
o
P
D
F
.
p
c
3