HomeMy WebLinkAboutSD-21-03 - Plans - Record - 1840 Spear Street - 01243.17-CIVIL REV. 11-16-21E. PRO
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XINGDEWEY PLACE
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T JEFFERSON RD.TO SWIFT STREET10 CHURCHILL STREETCHURCHILL
NORTH JEFFERSON RD.PRESE
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48
17N
59N 61N
56N
23N
48
3
11B
7
54N
6
12
8
52N
9
51
52 53
54
2
2A
55
10A
10B
11
63
48
11A
1N
68N-79N
19N
18N
16N
15N
14N
13N
58N
63N
60N 62N
57N 64N
65N
21N
20N
22N25N
24N
55N
53N
50N
44N
49aN
51N
46N
45N
39N
40N
43N
42N
41N
47N 48aN
30N
38N
31N
34N
33N
32N
36N
48N
37N
35N
12N
10N
11N
3N
2N
5N
26N
29N
27N
28N
NORTHS
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6N
4N
7N
9N
8N
378377376
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364
CLASS 3 WETLAND
(Classification by
Tina Heath on
August 1, 2018)
PROJECT LOCATION
SHEET NO.SHEET NAME
PL-1 PROPOSED MODIFICATION OF SUBDIVISION
PL-2 PROPOSED MODIFICATION OF SUBDIVISION
C1.0 OVERALL SITE PLAN
C1.1 EXISTING CONDITION SITE PLAN
C2.0 PROPOSED CONDITIONS SITE PLAN
C2.1 PROPOSED GRADING AND DRAINAGE PLAN
C2.2 PROPOSED UTILITY PLAN
C2.3 PROPOSED ROAD PROFILES
C2.4 AUTO TURN SITE PLAN
C3.0 EPSC SITE PLAN
C3.1 EPSC NARRATIVE AND DETAILS
C4.0 SITE DETAILS
C4.1 UTILITY DETAILS
C4.2 UTILITY DETAILS
C5.0 SPECIFICATIONS
C5.1 SPECIFICATIONS
C5.2 SPECIFICATIONS
C5.3 SPECIFICATIONS
C5.4 SPECIFICATIONS
C5.5 SPECIFICATIONS
L-100 LANDSCAPE PLAN
L-101 LIGHTING PLAN & DETAILS
L-200 LANDSCAPE DETAILS
BUILDINGS FOOTPRINTS
ARE LIKENESS ONLY
INDEX OF SHEETS:
SOUTH VILLAGE COMMUNITIES, LLC
LOT 48N
SPEAR STREET
SOUTH BURLINGTON, VERMONT
CIVIL/SITE ENGINEER:
CIVIL ENGINEERING ASSOCIATES, INC.
10 MANSFIELD VIEW LANE
SOUTH BURLINGTON, VERMONT 05403
(802) 864-2323
OWNER / APPLICANT
SOUTH VILLAGE COMMUNITIES, LLC
C/O S.D. IRELAND COMPANIES
193 INDUSTRIAL AVE.
WILLISTON, VERMONT 05495
(802) 863-2946
LANDSCAPE ARCHITECT
T.J. BOYLE ASSOCIATES, LLC
301 COLLEGE STREET,
BURLINGTON VT 05401
(802) 658-3555
P:\AutoCADD Projects\2001\01243.17 - Lot 48N\1-CADD Files-01243.17\dwg\01243.17-SITE.dwg, 11/12/2020 2:15:11 PM, DWG To PDF.pc3
STORMWATER
DETENTION AREA
(TYPICAL)
"Quiet Path"
Exact location to be
determined during
construction
"Quiet Path"
Exact location to be
determined during
construction
"Quiet Path"
Exact location to be
determined during
constructionPROPOSED
STORMWATER
AREA ACCESS
"Quiet Path"
Exact location to be
determined during
construction
Agricultural Lease
LOT 63
(Open Space)
0.23 Ac. of Lot 48
(Open Space)
Exist. 20' wide
multi-purpose
easement for
stormwater &
potential future
recreation paths
n/f L. Long
Exempt Family Trust
1N
2N
3N
4N
5N
6N
7N
8N
9N
10N
11N
12N
13N
14N
15N
16N
17N
18N
19N
21N
20N
22N
23N
24N25N
26N 27N 28N
29N
30N
31N
32N
33N
34N
35N
36N
37N
38N
39N
40N
41N
42N
43N
44N
45N
46N
47N
48aN
49aN
50N
51N
52N
53N
54N
55N
66N
67N
68N-79N
PARCEL "c"
2.22 ac.
Proposed Street
Dedication Table
N. Jefferson Rd. 2.27± Ac.
Churchill Street 0.95± Ac.
Preserve Road 1.76± Ac.
Total: 4.98± Ac.
SCHEMATIC
BLDG. LOTS
ONLY (TYP.)PARCEL "A2"PARCEL "B" 0.94 ac.n/f C.E. Long
Revocable Trust
PARCEL "D"
1.91 Acres
Lot 68N 80N-91N
3.52 Ac.
of Lot 48
(Open Space)
0.49 Ac. of Lot 48
(Open Space)
116.94± Ac.
of Lot 48
(Open Space)
PARCEL "A2"
1.08 acres
56N
57N
58N
59N 60N 61N 62N
63N
64N
65N
PARCEL "A1"
0.51 acres
92N
93N
94N
95N
0.143 Ac.
0.216 Ac.
0.355 Ac.
0.356 Ac.
PROPOSED
NEW LOTS
92N - 95N
Exist. Lot 48N: 1.920± Ac.
To Lot 92N - 0.143± Ac.
To Lot 93N -0.216± Ac.
To Lot 94N -0.355± Ac.
to Lot 95N -0.356± Ac.
To Farm Edge -0.180± Ac.
Adjusted 48N 0.670± Ac.From Orig. Lot 11 5.048± Ac. New Lot 11.1 1.237± Ac.From Orig. Lot 11New Lot 11.2 1.123± Ac.Orig. Lot 11: 5.049± Ac.
To Lot 63 -0.799± Ac.
To Lot 11.1 -1.237± Ac.
To Lot 11.2 -1.123± Ac.
To Lot 48X -1.197± Ac.
To Farm Way R.O.W.-0.337± Ac.
To Douglas Lane R.O.W.-0.355± Ac.
Remainder Lot 11 0.000 Ac.Farm Way R.O.W. = 0.337± Ac.Douglas Lane R.O.W. = 0.355± Ac.Farm Edge Road (Private)R.O.W. = 0.180± Ac.Open Space0.670± Ac.48N
11.1
11.2
48X
11A
11B
63
Exist. Lot 11B: 2.707± Ac.
From Lot 63 +0.056± Ac.
From Lot 11A +0.088± Ac.
To Lot 63 - 0.056± Ac.
Adjusted 11B 2.795± Ac.
Exist. Lot 11A: 2.074± Ac.
To Lot 11B -0.088± Ac.
To Lot 63 -0.637± Ac.
Adjusted 11A 1.349± Ac.
Exist. Lot 63: 12.677± Ac.
To Lot 11B - 0.056± Ac.
From Lot 11B +0.056± Ac.
From Lot 11 +0.799± Ac.
From Lot 11A +0.637± Ac.
Adjusted 63 14.113± Ac.
RESERVED FOR FUTURE
DEVELOPMENT
FUTURE CITY SOCCER FIELD
SOCCER FIELD CEDED TO
CITY OF SOUTH BURLINGTON
Open Space / Common Interest
1.197± Ac.
- Legend -
- Survey Notes -
NOTE:
CAPPED IRON RODS
PROPOSED AT LOT
CORNERS (TYP.)
- Short Line Table -- Curve Table -
To the best of my knowledge & belief this plat properly
depicts the results of a survey conducted under my
supervision and is based upon records & field evidence
found. Boundaries shown are in substantial conformance
with the records unless noted otherwise. This plat is in
substantial compliance with 27 VSA 1403 "Recording of
Land Plats".
_______________________________________
Timothy R. Cowan VT LS 597
CEA
1" = 80'
01243
PL-1
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
802-864-2323 web: www.cea-vt.com
Proposed
Modification of Subdivision
Lots 11, & 92N - 95N
SOUTH VILLAGE
COMMUNITIES, LLC
East of Spear Street
South Burlington, Vermont
TRC
TRC
NOV. 13, 2020
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
_____________, 2015, SUBJECT TO THE
REQUIREMENTS AND CONDITIONS OF SAID
RESOLUTION.
SIGNED THIS ____ DAY OF ______________, 20___,
BY _____________________________, CHAIRPERSON.
42N
See Referenced Plat,
Sheet P1 for Location
Map & Sheet P3 for
Phase 2 Easements
61N-70N
SPECIAL SET-BACK NOTE
The following single-family lots,
marked with an asterisk (*) have
recieved special DRB approval
for 5' setbacks for side and rear
setbacks, and 10' street-facing
setbacks. The subject lots are
numbered: 38N, 39N, 40N, 41N,
42N, 43N, 44N, 45N, 46N, 47N,
48aN, 49aN, 50N, 51N, 52N,
53N, 54N, 55N, 66N, and 67N.
- Short Line Table -
- Reference Plats -
Reference shall be made to: "Phase 2 Lotting Plat,
South Village Communities, LLC", by Civil
Engineering Associates, Inc., dated October 31, 2013
and last revised June 9, 2017, along with Sheets P1
and P3 of that set. South Burlington Land Records.
1.Purpose of this plat is to depict the creation of additional lots
numbered 92N - 95N, and reconfiguration of Lot 11, into lots 11.1,
11.2 and 48X. Reference shall be made to previous plats
(referenced hereon) for further notes on the underlying lands and
adjacent parcels.
2.The perimeter boundary survey was performed during 2004-5 using
an electronic total stations and GPS.
3.Bearings shown are referenced to Grid North, Vermont Coordinate
System of 1983, related to National Geodetic Survey marks PG1580
"F 65" and AB9571 "NE Aiken" established by RTK GPS
measurements.
4.Spear Street generally has a 66 foot wide right of way. Location
was determined by existing monumentation and the traveled portion
of the road. Reference Town of Burlington "Highways and Roads
1802-1865", Page 22, and Town of Shelburne Town Minutes
Volume 1, Page 229.
5.This property lies within the "Southeast Quadrant" and the "Spear
Street - Allen Road Scenic View Protection Overlay" zoning districts.P:\AutoCADD Projects\2001\01243plt\PHASE 2 (2013)\Modification Plat (12-01-20).dwg, 1/13/2021 4:30:48 PM, DWG To PDF.pc3
PROPOSED
STORMWATER
EASEMENT
8'12'PROPOSED 30'
STORMWATER
EASEMENT
8.0'
11'
EX. ELEC. EASEMENT
EX. 10' ELEC.
EASEMENT
PRO
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E
D
10'
W
A
T
E
R
EAS
E
M
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N
T PROPOSED20' WATEREASEMENTPROPOSED20' ELEC.EASEMENTPR
O
P
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S
E
D
10'
E
L
E
C
.
EAS
E
M
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N
T
20'ELE
C
.
E
A
S
E
M
E
N
T
PROPOSED
20' ELEC EASEMENT
AT PEDESTAL (TYP.)
PROPOSED 20' ELEC.
EASEMENT AT
TRANSFORMER
PROPOSED
20' ELEC. EASEMENT
AT TRANSFORMER
REVISE EX. ELEC.
EASEMTENT TO 15'15'10'EX. 10' ELEC.
EASEMENT
PROPOSED 20'
SEWER EASEMENT
20'SEWEREASEMENTPROPOSED 20'STORMWATEREASEMENTPROPOSED 20'
ELEC. EASEMENT
PROPOSED
20'
WATER
EASEMENT
PROPOSED
STORMWATER
EASEMENT
EX. ELEC /
COMMUNICATIONS
EASEMENT
PROPOSED 12' WIDE
REC. PATH EASEMENT
REALIGNMENT
20' WIDEREC. PATH EASEMENTTO THE CITYEX. ELEC. EASEMENT
10'
12'
1N
2N
3N
4N
5N
6N
7N
8N
9N
10N
11N
12N
23N
26N 27N 28N
29N
30N
31N
32N
33N
34N
35N
36N
37N
47N
48aN
49aN
SCHEMATIC
BLDG. LOTS
ONLY (TYP.)PARCEL "A2"PARCEL "D"
1.91 Acres
PARCEL "A1"
0.51 acres
92N
93N
94N
95N
48N
11.1
11.2
48X
11A
11B
63
70.0'3475'45.0'PROPOSED
STORMWATER
EASEMENT22
.
9
'5.0'105.0'78.
9
'
10' EASE. (GMP)E1
E2
REC PATH
WALK
E2.1
PEDISTAL
STORM
EQUIP. EASE. (GMP)
(TYPICAL)
E2
E2.1
E2.1
E7
E8
REC PATH
E8
E8 E9 STORM
E7
E6
10' EASE. (GMP)
E1
E2
E1
10' EASE. (GMP)E2.1
E2 E2 E2
E2
E2
E2
REC PATH E8
E6
REC PATH E8
76.0'65.0
'65.0
'
E1
E8
REC PATH - Legend -
To the best of my knowledge & belief this plat properly
depicts the results of a survey conducted under my
supervision and is based upon records & field evidence
found. Boundaries shown are in substantial conformance
with the records unless noted otherwise. This plat is in
substantial compliance with 27 VSA 1403 "Recording of
Land Plats".
_______________________________________
Timothy R. Cowan VT LS 597
CEA
1" = 50'
01243
PL-2
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
802-864-2323 web: www.cea-vt.com
Proposed
Modification of Subdivision
Lots 11, 48 & 92N - 95N
SOUTH VILLAGE
COMMUNITIES, LLC
East of Spear Street
South Burlington, Vermont
TRC
TRC
NOV. 13, 2020
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
_____________, 2015, SUBJECT TO THE
REQUIREMENTS AND CONDITIONS OF SAID
RESOLUTION.
SIGNED THIS ____ DAY OF ______________, 20___,
BY _____________________________, CHAIRPERSON.
42N
11.16.2021 TRC Updated Rec. Path Easement
Existing easements for buried power & telecommunications cables
serving Green Mountain Power (GMP). Typically 10' in width and
bounded by street right-of-way lines, as shown hereon.
Existing equipment easements for transformer pads and modular
termination cabinets (MTC) serving Green Mountain Power (GMP).
Easement boundaries to be 6' distant from each side of structure,
as constructed. Locations shown schematically hereon.
Existing equipment easements for "secondary pedestals" serving
Green Mountain Power (GMP). Easement boundaries to be 6'
distant from each side of structure, as constructed. Locations
shown schematically hereon.
Existing gas line easement, 10' wide, crossing Lot 42 to Lots 40
and 41, to be centered on gas line as constructed, serving Vermont
Gas Systems (VGS).
Existing easements for wastewater lines crossing Lot 39 to service
Lots 38, 40 and 41. 10' and 15' in width, to be centered
on wastewater lines as constructed.
Existing storm water management easement over portion of "Open
Space Northwest" parcel near Spear Street, to be conveyed to City
of South Burlington.
Existing storm water management easement over
portions of "Parcel A" and "Open Space Northeast",
to be conveyed to City of South Burlington.
Existing storm water management easements over 2
small portions of "Parcel D", to be conveyed to
City of South Burlington.
Existing recreation path easement, 12' wide, centered on as-built
rec. path, to be conveyed to City of South Burlington.
Existing easement for sidewalk over portion
of "Parcel D", in front of Units 26N - 29N.
Existing easement of irregular shape and width for sewer
lines, structures and equipment on portion of "Open Space"
Lot 48, east of N. Jefferson Rd.
Existing 10' wide pedestrian easement over portion of
"0.23 Acre of Lot 48, Open Space" near Spear St.
- NOT USED -
Exisitng 26' wide R.O.W. in common serving Lots 39N,
40N, 41N & 42N. (0.07 Ac.)
1.This sheet is intended to depict easement locations and
extents. Please see Sheets PL1 for boundary information
and notes.
- Survey Note -- Easement Notes -P:\AutoCADD Projects\2001\01243plt\PHASE 2 (2013)\Modification Plat (12-01-20).dwg, PL2-Modification, 11/16/2021 9:03:32 AM
E. PRO
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MIDLA
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D
A
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DEWEY PLACE
FLANDERS LANEAIKEN ST.SOUTH JEFFERSON ROAD STREETSLADE STREETAL
L
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A
S
T JEFFERSON RD.W. FISHER LANE
MADISON LAN
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E. FISHER LANE
CHIPMAN STREETSOUTHSOU
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F
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DFROST ST.SPEAR STREETSPEAR STREETCHIPMAN
STAFFORDS
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10
24
115
STRE
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TSTAFFORD MIDLAND AV
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N
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ECHURCHILL STREETCHURCHILL
NORTH JEFFERSON RD.PRESE
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D
80N-91N
48
17N
31
59N 61N
56N
66N
23N
67N
48
3
11B
1
7
54N
6
12
8
52N
9
34
13
28
15
30
3332
29
35 36 41
42
48
47
20
51
52 53
54
56
57
61
58
59
60
62
5B
5E
5F
2
SOU
T
H
B
U
R
L
I
N
G
T
O
N
SHEL
B
U
R
N
E
31A26A
49
2A
55
10A
10B
14
5A
4A
5
11
63
48
11A
1N
14A
1918
7A
5C
5D
21 22 16 17
23 25 26 27
27A
37 38
39 40
43 44
45 46
48
48
49
107
114
116
117
118
120
119
113
112
111
110
109
108
49
126
127
128
129
125
124123122
121104105106
103102
101
49A
68N-79N
19N
18N
16N
15N
14N
13N
58N
63N
60N 62N
57N 64N
65N
21N
20N
22N25N
24N
55N
53N
50N
44N
49aN
51N
46N
45N
39N
40N
43N
42N
41N
47N 48aN
30N
38N
31N
34N
33N
32N
36N
48N
37N
35N
12N
10N
11N
3N
2N
5N
26N
29N
27N 28N
4B NORTHJEFFERSON RD.ALLEN ROAD
D
PS
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S
S
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S
S
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PS
D
S
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D
D
D
D
D
D
D
D
S
S
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SS
S
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6N
4N
7N
9N
8N
S
S
S
CLASS 3 WETLAND(Classification byTina Heath onAugust 1, 2018)
1" = 150'
01243.17
C1.0
11/13/2020
LOCATION MAP
1" = 2000'
OVERALL 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
DSM
MAB
S.D. IRELAND
COMPANIES
193 INDUSTRIAL AVENUE
WILIISTON, VERMONT 05495
Dorset StreetSpear StreetAllen Road
Vermont National
Country Club
Nowland
Farm Road
U.V.M.
Dorset
Farms
SOU
T
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B
U
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L
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O
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SHEL
B
U
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N
E
SITE
SOUTH VILLAGE
COMMUNITIES,
LLC
LOT 48N
DSM
PROJECT LOCATION
BUILDINGS FOOTPRINTS
ARE LIKENESS ONLY
3
8
0
379
379
378
378
378
37
7
377
377
3
7
6
376
376
375375
375
3
7
4
374
374
37
3
373
3
7
3
372
372
372
371
371
370
370
370
369
369
WWWW
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SUDUDUDSS
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8
W
W
EX. CB
RIM=377.3
INV. IN (6" SE)=373.7
INV. IN (6" SW)=373.4
INV. IN (15 SW)=369.5
INV. OUT (15" NE)=368.1
EX. CB
RIM=380.3
INV. IN (6" NW)=376.3
INV. IN (6" NE)=376.5
INV. OUT (15" S)= 375.5EX. CB
RIM=380.5
INV. IN (6" SE)=376.4
INV. IN (6" SW)=376.4
INV. IN (15" SW)=370.6
INV. IN (15" N)=375.2
INV. OUT (15" NE)= 370.4
EX. CB
RIM=375.9
INV. IN (15" W)=367.4
INV. IN (15" N)=367.3
INV. IN (6" N)=372.4
INV. IN (6 NE)=372.4
INV. OUT (15" E)= 367.3
EX. CB
RIM=376.2
INV. IN (15" SW)=367.6
INV. IN (6" SW)=373.2
INV. IN (6" N)=372.9
INV. OUT (x" x)= 367.5
EX. SMH
RIM= 377.2
INV. IN (8" SW)=369.4
INV. IN (8" NW)=369.2
INV. OUT (8" E)=369.3
EX. SMH
RIM= 379.6
INV. IN (8" SW)=372.3
INV. OUT (8" SE)=372.2
EX. CB
RIM=368.9
INV. IN (6" SW)=363.1
INV. IN (15" NW)=363.3
INV. OUT (15" SE)=363.1
EX. SMH
RIM= 367.9
INV. IN (8" SW)=359.5
INV. IN (8" NW)=359.4
INV. OUT (8" N)=359.3
EX. CB
RIM=367.6
INV. IN (6" SW)=363.2
INV. IN (15" NW)=363.0
INV. IN (6" N)=363.8
INV. OUT (15" N)=362.6
EX. CB
RIM=367.5
INV. IN (6" NE)=364.0
INV. IN (15" SW)=362.2
INV. IN (15" NW)=362.3
INV. OUT (15" NE)=362.0
EX. 8" DI WATER
STUB w/ END CAP
63
36N
35N
34N 33N 32N 31N
30N
29N
28N
27N
26N
48N
50N
49aN
25N
23NPRESERVE ROADNORTH JEFFERSON ROAD
CHURCHHILL STREET
EX. TRAIL8" SDR 35 PVC8"
SDR
35
PVC8" SDR 35 PVC8" SDR 35 PVC
24N
15" HDPE8" SDR 35 PVCEX. 15" HDPE+ 379
.
0
±
+ 380
.
1
±
+ 380
.
5
±
+ 380.
8
±
+ 378
.
4
±EXIST
ING
REC
.
PATHEXISTING REC. PATHEXISTING SIDEWALKEXISTING REC. PATH
8" DI
63
DSM
MAB
1" = 20'
01243.17
C1.1
11/13/2020
LOCATION MAP
1" = 2000'
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
S.D. IRELAND
COMPANIES
193 INDUSTRIAL AVENUE
WILIISTON, VERMONT 05495
Dorset StreetSpear StreetAllen Road
Vermont National
Country Club
Nowland
Farm Road
U.V.M.
Dorset
Farms
SOU
T
H
B
U
R
L
I
N
G
T
O
N
SHEL
B
U
R
N
E
SITE
SOUTH VILLAGE
COMMUNITIES,
LLC
LOT 48N
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 BASED ON PLAT ENTITLED "PHASE II LOTING
PLAT SOUTH VILLAGE COMMUNITIES, LLC" DATED OCT, 31, 2013 REVISED
05/20/20 PREPARED BY CIVIL ENGINEERING ASSOCIATES, INC. . THIS PLAN IS
NOT A BOUNDARY SURVEY AND IS NOT INTENDED TO BE USED AS ONE.
3.SITE INFORMATION IS BASE ON UPON A FIELD SURVEY PERFORMED BY S.D.
IRELAND IN 2019. SURVEY ORIENTATION IS "GRID NORTH", VERMONT
COORDINATE SYSTEM OF 1983 (HORIZONTAL) AND NAVD88. MARSH ROAD
CONTOURS ARE BASED UPON A PLAN ENTITLED " SOUTH VILLAGE
COMMUNITIES PLAN AND PROFILE MARSH ROAD / SOUTH JEFFERSON ROAD"
DATED MAY 28, 20014 PREPARED BY O'LEARY-BERKE CIVIL ASSOCIATES, PLC
DSM
P:\AutoCADD Projects\2001\01243.17 - Lot 48N\1-CADD Files-01243.17\dwg\01243.17-SITE.dwg, 1/8/2021 12:16:46 PM, DWG To PDF.pc3
3
8
0
379
379
378
378
378
37
7
377
377
3
7
6
376
37
6
375375
375
3
7
4
374
374
37
3
373
3
7
3
372
372
372
371
371
370
370
370
369
369 SS37537637737
7 378378379380381PROPOSED 20' WIDE ACCESS LANE
S
PROPOSED FENCE
NO PARKING
SIGN
REALIGN EX. REC. PATH12'PAVERS PER LANDSCAPE PLAN
R
=
1
5
'R=15'PROPOSED SWALE
S
S
S
27N
26N
50N
25NPRESERVE ROADCHURCHHILL STREET
EX. TRAIL93N
94N95N 92N
FARMS EDGE LANE
100+0
0
100+50
101+00
101+50
102+00
102+50
103+00
103+50
104+00
104+38.68 EXIST
ING
REC
.
PATHEXISTING REC. PATHEXISTING SIDEWALKEXISTING REC. PATH
0+75
T
63
PROPOSED
5' WIDE
SIDEWALK
NO PARKING
SIGN
STOP SIGN
NO PARKING
SIGN
STORMWATER POND
PROPOSED
SWALE
12'
STORMWATER
EASEMENT TO H.O.A.
STORMWATER EASEMENT
STORMWATER EASEMENT
8'8'STORMWATER EASEMENT
5' SETBACK
5' SETBACK
5' SETBACK5' SETBACK10' SETBACK5' SETBACK5' SETBACK13' SETBACK
10' SETBACK
10' SETBACK
5' SETBACK
5' SETBACK 5' SETBACK5' SETBACK5' SETBACK
5' SETBACK
PAVED
PAVED
PAVED
PAVED
PAVED
221
PRESERVE
ROAD
16 FARMS
EDGE LANE
26 FARMS
EDGE LANE
28 FARMS
EDGE LANE
58 FARMS
EDGE LANE 46 FARMS
EDGE LANE
66 FARMS
EDGE LANE
76 FARMS
EDGE LANE
PROPOSED FENCE PER
LANDSCAPE PLAN (TYP.)
48N
GRAVEL
GRAVEL
GRAVEL
PROPOSED FENCE PER
LANDSCAPE PLAN (TYP.)
59.00'
160.38'
226.68'
R=40.0'
PROPOSED LIGHTING
PER LANDSCAPE PLANS 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
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 BASED ON A PLAT ENTITLED
"PHASE II LOTTING PLAT SOUTH VILLAGE COMMUNITIES, LLC."
DATED OCT. 31, 2013 REVISED 05/20/20 PREPARED BY CIVIL
ENGINEERING ASSOCIATES, INC. 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
DSM
MAB
1" = 20'
01243.17
C2.0
LOCATION MAP
1" = 2000'
PROPOSED
CONDITIONS
PLAN
S.D. IRELAND
COMPANIES
193 INDUSTRIAL AVENUE
WILIISTON, VERMONT 05495
Dorset StreetSpear StreetAllen Road
Vermont National
Country Club
Nowland
Farm Road
U.V.M.
Dorset
Farms
SOU
T
H
B
U
R
L
I
N
G
T
O
N
SHEL
B
U
R
N
E
SITE
SOUTH VILLAGE
COMMUNITIES,
LLC
LOT 48N
PROPOSED CONDITIONS SITE PLAN
SCALE: 1" = 20'
1" = 20'
11/13/2020
LEGEND
FM
G
ST
S
W
E
100 EXISTING CONTOUR
EXISTING CURB
EXISTING FENCE
EXISTING GRAVEL
EXISTING PAVEMENT
EXISTING SWALE
EXISTING ELECTRIC
EXISTING FORCEMAIN
EXISTING GAS
EXISTING STORM
EXISTING GRAVITY SEWER
EXISTING WATER
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
SETBACK LINE
PROPERTY LINE
IRON ROD/PIPE FOUND
CONCRETE MONUMENT FOUND
S
D
UD EXISTING UNDERDRAIN
G
FD
S
W
UE
PROPOSED CONTOUR100
PROPOSED CURB
PROPOSED FENCE
PROPOSED GRAVEL
PROPOSED PAVEMENT
PROPOSED SWALE
PROPOSED UNDERGROUND ELECTRIC
PROPOSED GAS
PROPOSED FOUNDATION DRAIN
PROPOSED GRAVITY SEWER
PROPOSED WATER
S PROPOSED SEWER MANHOLE
PROPOSED CATCH BASIN
PROPOSED REBAR SET
PROPOSED HYDRANT
PROPOSED SHUT OFF
PROPOSED SETBACK LINE
PROPOSED PROPERTY LINE
ST PROPOSED STORM
ANY TIME
R7-1
12"x18"
PARKING
NO
R1-1
30"x30"
PROPOSED SIGNS
DSM
BUILDINGS FOOTPRINTS
ARE LIKENESS ONLY
01/06/21 DSM REVISIONS PER TOWN COMMENTS
01/26/21 DSM ADD ROAD CENTER LINE DIMENSIONS
11/04/21 DSM REVISED PER DRB COMMENTS
P:\AutoCADD Projects\2001\01243.17 - Lot 48N\1-CADD Files-01243.17\dwg\01243.17-SITE.dwg, C2.0 PROPOSED, 11/16/2021 8:14:42 AM
3
8
0
379
379
378
378
378
37
7
377
377
3
7
6
376
376
37537
5
375
3
7
4
374
374
37
3
373
3
7
3
372
372
372
371
37
1
370
370
370
369
369
WWWW
W
W W W W W W
W WWWWWWWWWWWWWW
W
W
W
WWWWWWW
WSSSSSSSSSSSSSSS
S
S
S
S
S
S
SSS
SSSS
SUDUDUDSS
UDUDUDUDSTSTSTSTST
STSTSTSTSTSTSTST
ST UDUDUDUDUDUDUDUDUDUDUDUDUDUD
UD
U
D
UD
UD
UD UD UD UD UD
UD
UD
UD
UD UD UD UD UD
UD UDUDUDUDUDS
T
S
T
ST ST ST ST ST ST ST UDUDST
ST ST ST ST ST
STSTSTSTSTSTSTUDUD
S
TS SSSSSSEEEEEEEEEEEE
E
E E E E E
E
E
E
E
E pppppp
p GG
GGGGGGGGGGGGGGGGGGGGG
G
G
G G G G G G 3683
6
9 3703713723733743753763773
77 37837837938038136736
8
W
W
EX. CB
RIM=377.3
INV. IN (6" SE)=373.7
INV. IN (6" SW)=373.4
INV. IN (15 SW)=369.5
INV. OUT (15" NE)=368.1
EX. CB
RIM=380.3
INV. IN (6" NW)=376.3
INV. IN (6" NE)=376.5
INV. OUT (15" S)= 375.5EX. CB
RIM=380.5
INV. IN (6" SE)=376.4
INV. IN (6" SW)=376.4
INV. IN (15" SW)=370.6
INV. IN (15" N)=375.2
INV. OUT (15" NE)= 370.4
EX. CB
RIM=375.9
INV. IN (15" W)=367.4
INV. IN (15" N)=367.3
INV. IN (6" N)=372.4
INV. IN (6 NE)=372.4
INV. OUT (15" E)= 367.3
EX. CB
RIM=376.2
INV. IN (15" SW)=367.6
INV. IN (6" SW)=373.2
INV. IN (6" N)=372.9
INV. OUT (x" x)= 367.5
STSS
EX. CB
RIM=368.9
INV. IN (6" SW)=363.1
INV. IN (15" NW)=363.3
INV. OUT (15" SE)=363.1
EX. CB
RIM=367.6
INV. IN (6" SW)=363.2
INV. IN (15" NW)=363.0
INV. IN (6" N)=363.8
INV. OUT (15" N)=362.6
EX. CB
RIM=367.5
INV. IN (6" NE)=364.0
INV. IN (15" SW)=362.2
INV. IN (15" NW)=362.3
INV. OUT (15" NE)=362.0
NEW CB #1
RIM= 369.1
INV. IN = 365.8 (6" PERF. PVC U.D.)
INV. OUT = 365.7 (15" SW)
FND INV.=365.0
FDFDFD FD FD FD FD FD FD FD
C.O. INV.=367.7
FND
INV.=370.0
FND INV.=370.0
FND INV.=367.0
FND INV.=364.9
FND INV.=367.0
FND INV.=365.8
W W W W W W W
PROPOSED RETAINING WALL
AS NEEDED (FIELD VERIFY)
T.O.W.=380.5
B.O.W. =378.0±
EX. 8" DI WATER
STUB w/ END CAP
S S S S S S S
SUE UE UE UE UE
UEUE
S
S
UE UE UE
SS
ST ST ST
INV.= 365.8 (6" PERF)
CREATE LOW POINT IN PATH
ALIGNMENT AS PART OF
EMERGENCY OVERFLOW
MANAGEMENT
EMERGENCY SPILLWAY
ELEV.=370.5
63
36N
35N
34N
33N
32N 31N
30N
29N
28N
27N
26N
50N
25N
23NPRESERVE ROADNORTH JEFFERSON ROAD
CHURCHHILL STREET
EX. TRAIL93N
94N95N 92N
24N
FARMS EDGE LANE
15" HDPEEX. 15" HDPE15" HDPE S=0.028380374375
371WF.F.E.=381.0
F.F.E.=380.0
F.F.E.=381.0
WALKOUT
ELEV.=371.0 WALKOUT
ELEV.=371.0
F.F.E.=382.0
F.F.E.=381.0
F.F.E.=382.0
WALKOUT
ELEV.=372.0
F.F.E.=382.0 F.F.E.=382.0
F.F.E.=381.0
F.F.E.=381.0 F.F.E.=382.0
F.F.E.=381.0
+ 379
.
0
±
+ 380
.
1
±
+ 380.
5
±
+ 380
.
5
±
2%
+ 378.6
+ 379.5
+ 377.8
+ 376.47.5%6.6%BC 3
7
9
.
9
+
TC 38
0
.
5 5.4%3.7%1.8%+ 371.6
+ 378.8
372
374
379
376
378
370 378373372380
381
380
381379
378
377376
375
381
374373372+ 379.54"+ 38
0.
8
±
+ 378.
4
±4"4"6" HDPE S=0.0094"WALKOUT
ELEV.=372.0
FD378
F.F.E.=382.0 W+ 38
0
.
2
379
100+0
0
100+50
101+00
101+50
102+00
102+50
103+00
103+50
104+00
104+38.68
377376
379
380
379 EXIST
ING
REC
.
PATHEXISTING REC. PATHEXISTING SIDEWALKEXISTING REC. PATH
0+75
18@2%369.615'@2%8" DI
15'@2%T
370
371
368.6
37218'@2%FD377FDFD376375378+ 371.6
378.0
+
+ 378.4+ 377.7378.4 +
+ 379.5
+ 379.6+ 379.0+ 379.5379.6 +
+ 377.6+ 378.3
+ 380.1381380380+ 376.4+ 377.1
+ 379.7
379.
5
+
+ 380.1+ 380.1
+ 38
0.7+ 380.
3
+ 380.7
+ 381.
3
371
LOT 95 WILL HAVE
13D SPRINKLER
SYSTEM LOT 94 WILL HAVE
13D SPRINKLER
SYSTEM
63
NEW (6"NW) INV.=363.2 FD
NEW (15" W) INV.=363.36" HDPE S=0.0.136" PERF UD
TO BE REMOVED
+ 370.7+ 370.7
378.6
+
+ 378.2
379
378
380379378377376375379380380381370
+ 370.
4
GRADE TO DRAINTO EX. CB+ 370.5
381
+ 380.5
380
UE UE UE UE
UE
48N
C.O. INV.=364.7
C.O. INV.=363.4
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
DSM
MAB
1" = 20'
01243.17
C2.1
11/13/2020
LOCATION MAP
1" = 2000'
PROPOSED
GRADING AND
DRAINAGE PLAN
12/18/20 DSM REVISIONS PER TOWN COMMENTS
S.D. IRELAND
COMPANIES
193 INDUSTRIAL AVENUE
WILIISTON, VERMONT 05495
Dorset StreetSpear StreetAllen Road
Vermont National
Country Club
Nowland
Farm Road
U.V.M.
Dorset
Farms
SOU
T
H
B
U
R
L
I
N
G
T
O
N
SHEL
B
U
R
N
E
SITE
SOUTH VILLAGE
COMMUNITIES,
LLC
LOT 48N
LEGEND
FM
G
ST
S
W
E
100 EXISTING CONTOUR
EXISTING CURB
EXISTING FENCE
EXISTING GRAVEL
EXISTING PAVEMENT
EXISTING SWALE
EXISTING ELECTRIC
EXISTING FORCEMAIN
EXISTING GAS
EXISTING STORM
EXISTING GRAVITY SEWER
EXISTING WATER
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
SETBACK LINE
PROPERTY LINE
IRON ROD/PIPE FOUND
CONCRETE MONUMENT FOUND
S
D
UD EXISTING UNDERDRAIN
G
FD
S
W
UE
PROPOSED CONTOUR100
PROPOSED CURB
PROPOSED FENCE
PROPOSED GRAVEL
PROPOSED PAVEMENT
PROPOSED SWALE
PROPOSED UNDERGROUND ELECTRIC
PROPOSED GAS
PROPOSED FOUNDATION DRAIN
PROPOSED GRAVITY SEWER
PROPOSED WATER
S PROPOSED SEWER MANHOLE
PROPOSED CATCH BASIN
PROPOSED REBAR SET
PROPOSED HYDRANT
PROPOSED SHUT OFF
PROPOSED SETBACK LINE
PROPOSED PROPERTY LINE
ST PROPOSED STORM
PROPOSED SIGN
PROPOSED YARD DRAIN
DSM
BUILDINGS FOOTPRINTS
ARE LIKENESS ONLY
01/06/21 DSM REVISIONS PER TOWN COMMENTS
11/04/21 DSM REVISED PER DRB COMMENTS
P:\AutoCADD Projects\2001\01243.17 - Lot 48N\1-CADD Files-01243.17\dwg\01243.17-SITE.dwg, C2.1 GRADING, 11/16/2021 8:41:30 AM
3
8
0
379
379
378
378
378
37
7
377
377
3
7
6
376
376
37537
5
375
3
7
4
374
374
37
3
373
3
7
3
372
372
372
371
37
1
370
370
370
369
369
WWWW
W
W W W W W W
W WWWWWWWWWWWWWW
W
W
W
WWWWWWW
WSSSSSSSSSSSSSSS
S
S
S
S
S
S
SSS
SSSS
SUDUDUDSS
UDUDUDUDSTSTSTSTST
STSTSTSTSTSTSTST
ST UDUDUDUDUDUDUDUDUDUDUDUDUDUD
UD
U
D
UD
UD
UD UD UD UD UD
UD
UD
UD
UD UD UD UD UD
UD UDUDUDUDUDS
T
S
T
ST ST ST ST ST ST ST UDUDST
ST ST ST ST ST
STSTSTSTSTSTSTUDUD
S
TS SSSSSSEEEEEEEEEEEE
E
E E E E E
E
E
E
E
E pppppp
p GG
GGGGGGGGGGGGGGGGGGGGG
G
G
G G G G G G 3683
6
9 3703713723733743753763773
77 37837837938038136736
8
W
W
EX. SMH
RIM= 377.2
INV. IN (8" SW)=369.4
INV. IN (8" NW)=369.2
INV. OUT (8" E)=369.3
EX. SMH
RIM= 379.6
INV. IN (8" SW)=372.3
INV. OUT (8" SE)=372.2
STSS
EX. SMH
RIM= 367.9
INV. IN (8" SW)=359.5
INV. IN (8" NW)=359.4
INV. OUT (8" N)=359.3
CONNECT TO EX. SEWER
STUB. VERIFY INVERT PRIOR
TO ORDERING MANHOLES.
MIN. INV. AT 14" / FT. = 361.2
NEW SMH#3
RIM= 370.2
INV.IN =363.4 (8" W)
INV.OUT = 363.3 (8"E)FDFDFD FD FD FD FD FD FD FD
W W W W W W W
PROPOSED RETAINING WALL
AS NEEDED (FIELD VERIFY)
T.O.W.=380.5
B.O.W. =378.0±
PROPOSED
FIBERGLASS PAD
CONC. ENCASE
EX. 8" DI WATER
STUB w/ END CAP
34" TYPE K COPPER
WATER SERVICE
CONNECT TO EX. 8" WATER LINE
W/ REDUCER TO 2 12" WATER SERVICE
S S S S S S S
SUE UE UE UE UE
UEUE
S
S
UE UE UE
NEW SMH#2
RIM= 372.5
INV.IN = 365.6 (8" N)
INV.OUT =365.5 (8"S)
NEW SMH#1
RIM= 379.0
INV.IN =374.0 (4" NW
INV. IN = 374.0 (4" W)
INV.OUT =373.9 (8"S)SS
NEW SMH#4
RIM= 370.2
INV.IN =362.4 (8" W)
INV.OUT = 362.3 (8"E)
PROPOSED FIBERGLASS
PEDESTAL
PROPOSED FIBERGLASS
PEDESTAL
ST ST ST
63
36N
35N
34N
33N
32N 31N
30N
29N
28N
27N
26N
50N
25N
23NPRESERVE ROADNORTH JEFFERSON ROAD
CHURCHHILL STREET
EX. TRAIL8" SDR 35 PVC8"
SDR
35
PVC8" SDR 35 PVC8" SDR 35 PVC
93N
94N95N 92N
24N
FARMS EDGE LANE
15" HDPE8" SDR 35 PVCEX. 15" HDPEPROPOSED 2 12" WATER SERVICE
8" SDR 35 PVC S=0.01380374375
371WF.F.E.=381.0
F.F.E.=380.0
F.F.E.=381.0
WALKOUT
ELEV.=371.0 WALKOUT
ELEV.=371.0
F.F.E.=382.0
F.F.E.=381.0
F.F.E.=382.0
WALKOUT
ELEV.=372.0
F.F.E.=382.0 F.F.E.=382.0
F.F.E.=381.0
F.F.E.=381.0 F.F.E.=382.0
F.F.E.=381.0
+ 379
.
0
±
+ 380
.
1
±
+ 380.
5
±
372
374
379
376
378
370 378373372380
381
380
381379
378
377376
375
381
374373372+ 38
0.
8
±
+ 378.
4
±
WALKOUT
ELEV.=372.0
FD378
F.F.E.=382.0 W379
100+0
0
100+50
101+00
101+50
102+00
102+50
103+00
103+50
104+00
104+38.68
377376
379
380
379 EXIST
ING
REC
.
PATHEXISTING REC. PATHEXISTING SIDEWALKEXISTING REC. PATH
0+75
2" WATER SERVICEC.O.18@2%369.615'@2%8" DI
15'@2%T
370
371
368.6
372 2" WATER SERVICE 2" WATER SERVICE18'@2%FD4" SDR35 PVC377 2" WATER SERVICE4" SDR35PVCPROPOSED 8" SDR 35 PVC S=0.06 34" TYPE K COPPERFDFD4" SDR35PVC4" SDR
3
5
P
V
C3764" SDR35PVC4" SDR35PVC4" SDR35PVC4" SDR35PVC375378381380380PROPOSED 8" SDR 35 PVC S=0.01
371
LOT 95 WILL HAVE
13D SPRINKLER
SYSTEM LOT 94 WILL HAVE
13D SPRINKLER
SYSTEM
63
379
378
380379378377376375379380380381370
GRADE TO DRAINTO EX. CB381380
UE UE UE UE
UE
34" TYPE K COPPER48N
UE
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
DSM
MAB
1" = 20'
01243.17
C2.2
11/13/2020
LOCATION MAP
1" = 2000'
PROPOSED
UTILITY PLAN
S.D. IRELAND
COMPANIES
193 INDUSTRIAL AVENUE
WILIISTON, VERMONT 05495
Dorset StreetSpear StreetAllen Road
Vermont National
Country Club
Nowland
Farm Road
U.V.M.
Dorset
Farms
SOU
T
H
B
U
R
L
I
N
G
T
O
N
SHEL
B
U
R
N
E
SITE
SOUTH VILLAGE
COMMUNITIES,
LLC
LOT 48N
LEGEND
FM
G
ST
S
T
W
E
100 EXISTING CONTOUR
EXISTING CURB
EXISTING FENCE
EXISTING GRAVEL
EXISTING PAVEMENT
EXISTING SWALE
WETLANDS
WETLANDS BUFFER
EXISTING ELECTRIC
EXISTING FORCEMAIN
EXISTING GAS
EXISTING STORM
EXISTING GRAVITY SEWER
EXISTING TELEPHONE
EXISTING WATER
STREAM
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
SETBACK LINE
PROPERTY LINE
IRON ROD/PIPE FOUND
CONCRETE MONUMENT FOUND
S
D
EXISTING YARD DRAIN
UD EXISTING UNDERDRAIN
FM
G
ST
S
T
W
PROPOSED CONTOUR100
PROPOSED CURB
PROPOSED FENCE
PROPOSED GRAVEL
PROPOSED PAVEMENT
PROPOSED SWALE
PROPOSED ELECTRIC
PROPOSED FORCEMAIN
PROPOSED GAS
PROPOSED STORM
PROPOSED GRAVITY SEWER
PROPOSED TELEPHONE
PROPOSED WATER
PROPOSED SETBACK LINE
PROPOSED PROPERTY LINE
S PROPOSED SEWER MANHOLE
PROPOSED CATCH BASIN
PROPOSED REBAR SET
PROPOSED HYDRANT
PROPOSED SHUT OFF
PROPOSED SIGN
PROPOSED YARD DRAIN
DSM
BUILDINGS FOOTPRINTS
ARE LIKENESS ONLY
11/04/21 DSM REVISED PER DRB COMMENTS
P:\AutoCADD Projects\2001\01243.17 - Lot 48N\1-CADD Files-01243.17\dwg\01243.17-SITE.dwg, C2.2 UTILITY, 11/16/2021 8:46:13 AM
EXISTING GRADE
EX. GAS CONDUIT
(APPROX. INV.)
EX. 15" HDPE
STORM LINE
EX. 8" PVC
SEWER LINE
100+00100+50101+00101+50102+00102+50103+00103+50104+00104+50
365
366
367
368
369
370
371
372
373
374
375
376
377
378
379
380
381
382
383
384
385
386
364
365
366
367
368
369
370
371
372
373
374
375
376
377
378
379
380
381
382
383
384
385
386
380.5380.6380.3378.4379.7378.4379.2378.2378.6377.8378.1376.2377.4375.6376.7374.8376.0-1.6
S=0.02
S=0.011 PVC STA.100+14.66PVC ELEV.380.22PVI STA.100+29.66PVI ELEV.380.52PVT STA.100+44.66PVT ELEV.380.3630.0VC
9.63K-Val
S=0.014
-3.8 PVC STA.103+83.00PVC ELEV.376.27PVI STA.104+03.00PVI ELEV.376.00PVT STA.104+23.00PVT ELEV.375.2440.0VC
16.46K-Val
END OF PROPOSEDDRIVEWAYPROPERTY LINEPROPERTY LINEPROPOSED GRAVEL DRIVEWAYEND OF PROPOSED PAVED ROADA
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
DSM
MAB
AS SHOWN
01243.17
C2.3
LOCATION MAP
1" = 2000'
ROAD PROFILE
S.D. IRELAND
COMPANIES
193 INDUSTRIAL AVENUE
WILIISTON, VERMONT 05495
Dorset StreetSpear StreetAllen Road
Vermont National
Country Club
Nowland
Farm Road
U.V.M.
Dorset
Farms
SOU
T
H
B
U
R
L
I
N
G
T
O
N
SHEL
B
U
R
N
E
SITE
SOUTH VILLAGE
COMMUNITIES,
LLC
LOT 48N
PROPOSED ROAD PROFILE
SCALE:
HORIZONTAL: 1" = 20'
VERTICAL:1" = 2'
11/13/2020
DSM
P:\AutoCADD Projects\2001\01243.17 - Lot 48N\1-CADD Files-01243.17\dwg\01243.17-SITE.dwg, 11/12/2020 10:20:10 AM, DWG To PDF.pc3
3
8
0
379
379
378
378
378
37
7
377
377
3
7
6
376
37
6
375375
375
3
7
4
374
374
37
3
373
3
7
3
372
372
372
371
371
370
370
370
369
369 SS37537637737
7 378378379380381S
S
S
S
27N
26N
50N
25NPRESERVE ROADCHURCHHILL STREET
EX. TRAIL93N
94N95N 92N
FARMS EDGE LANE EXIST
ING
REC
.
PATHEXISTING REC. PATHEXISTING SIDEWALKEXISTING REC. PATH
T
63
48N
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
DSM
MAB
1" = 20'
01243.17
C2.4
LOCATION MAP
1" = 2000'
FIRE TRUCK
TURNING SITE
PLAN
S.D. IRELAND
COMPANIES
193 INDUSTRIAL AVENUE
WILIISTON, VERMONT 05495
Dorset StreetSpear StreetAllen Road
Vermont National
Country Club
Nowland
Farm Road
U.V.M.
Dorset
Farms
SOU
T
H
B
U
R
L
I
N
G
T
O
N
SHEL
B
U
R
N
E
SITE
SOUTH VILLAGE
COMMUNITIES,
LLC
LOT 48N
1" = 20'
11/13/2020
LEGEND
FM
G
ST
S
W
E
100 EXISTING CONTOUR
EXISTING CURB
EXISTING FENCE
EXISTING GRAVEL
EXISTING PAVEMENT
EXISTING SWALE
EXISTING ELECTRIC
EXISTING FORCEMAIN
EXISTING GAS
EXISTING STORM
EXISTING GRAVITY SEWER
EXISTING WATER
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
SETBACK LINE
PROPERTY LINE
IRON ROD/PIPE FOUND
CONCRETE MONUMENT FOUND
S
D
UD EXISTING UNDERDRAIN
G
FD
S
W
UE
PROPOSED CONTOUR100
PROPOSED CURB
PROPOSED FENCE
PROPOSED GRAVEL
PROPOSED PAVEMENT
PROPOSED SWALE
PROPOSED UNDERGROUND ELECTRIC
PROPOSED GAS
PROPOSED FOUNDATION DRAIN
PROPOSED GRAVITY SEWER
PROPOSED WATER
S PROPOSED SEWER MANHOLE
PROPOSED CATCH BASIN
PROPOSED REBAR SET
PROPOSED HYDRANT
PROPOSED SHUT OFF
PROPOSED SETBACK LINE
PROPOSED PROPERTY LINE
ST PROPOSED STORM
DSM
BUILDINGS FOOTPRINTS
ARE LIKENESS ONLY
P:\AutoCADD Projects\2001\01243.17 - Lot 48N\1-CADD Files-01243.17\dwg\01243.17-SITE.dwg, C2.4 AUTOTURN, 11/12/2021 11:29:08 AM
3
8
0
379
379
378
378
378
37
7
377
377
3
7
6
376
37
6
375375
375
3
7
4
374
374
37
3
373
3
7
3
372
372
372
371
371
370
370
370
369
369 SS37237337437537637737
7 378378379380381S
INSTALL SILT FENCE
DOWN GRADIENT OF
DISTURBED GROUND (TYP.)
INSTALL
CONSTRUCTION TAPE
ALONG CONSTRUCTION
LIMITS
4" TOPSOIL SEED AND
EROSION CONTROL
MATTING BETWEEN
REC. PATH AND
CURBING
4" LOAM, SEED AND
MULCH ALL DISTURBED
AREAS
BIT. CONCRETE
ROAD SURFACE
INSTALL INLET
PROTECTION AROUND
CATCH BASIN
(TYP.)
CONSTRUCTION
ENTRANCE
S
S
S
35N
34N
33N
32N 31N
30N
27N
26N
50N
25NPRESERVE ROADCHURCHHILL STREET
EX. TRAIL93N
94N95N 92N
24N
FARMS EDGE LANE 380374375
371372
374
379
376
378
370 378373372380
381
380
381379
378
377376
375
381
374373372378
379377376
379
380
379 EXIST
ING
REC
.
PATHEXISTING REC. PATHEXISTING SIDEWALKEXISTING REC. PATH18@2%369.615'@2%15'@2%T
370
371
368.6
37218'@2%377376375378381380380371
63
379
378
380379378377376375379380380381370
GRADE TO DRAINTO EX. CB381380
48N
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
DSM
MAB
1" = 20'
01243.17
C3.0
LOCATION MAP
1" = 2000'
EPSC SITE PLAN
S.D. IRELAND
COMPANIES
193 INDUSTRIAL AVENUE
WILIISTON, VERMONT 05495
Dorset StreetSpear StreetAllen Road
Vermont National
Country Club
Nowland
Farm Road
U.V.M.
Dorset
Farms
SOU
T
H
B
U
R
L
I
N
G
T
O
N
SHEL
B
U
R
N
E
SITE
SOUTH VILLAGE
COMMUNITIES,
LLC
LOT 48N
1" = 20'
11/13/2020
EROSION CONTROL LEGEND
CONSTRUCTION FENCE W/ REINFORCED SILT FENCE
CONSTRUCTION LIMITS TAPE
EROSION CONTROL MATTING
SILT FENCE
INLET PROTECTION
NOTES:
1.LOAM, SEED AND MULCH ALL DISTURBED AREAS (TYP.)
2.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.
3.SLOPES >3:1 SHALL RECEIVE EROSION CONTROL MATTING.
4.MAXIMUM AMOUNT OF DISTURBED SOILS TO BE LIMITED TO
NO MORE THAN 2 ACRES.
5.SILT FENCE CONTRIBUTORY AREA TO BE LIMITED TO 14
ACRE / 100 L.F.
DSM
BUILDINGS FOOTPRINTS
ARE LIKENESS ONLY
11/04/21 DSM REVISED PER DRB COMMENTS
P:\AutoCADD Projects\2001\01243.17 - Lot 48N\1-CADD Files-01243.17\dwg\01243.17-SITE.dwg, C3.0 EPSC, 11/16/2021 8:46:42 AM
AS SHOWN C3.1
11/13/2020
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
DSM
MAB
01243.17
S.D. IRELAND
COMPANIES
193 INDUSTRIAL AVENUE
WILIISTON, VERMONT 05495
SOUTH VILLAGE
COMMUNITIES,
LLC
LOT 48N
DSM
E-001 EC SheetN.T.S.
CONSTRUCTION FENCE DETAIL
REVISED 08/01/2014E-002E-002 Constr FenceWOOD POST
30"18"EXISTING GRADE
NATIVE MATERIAL
PLASTIC ORANGE
CONSTRUCTION FENCE
REVISED 08/01/2014E-004E-004 Constr. Ent20' (6m) RROADWAYAA
STABILIZED CONSTRUCTION ENTRANCE
N.T.S.12'. MIN.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-003 Silt FenceN.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" MIN.12" MIN.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-005 StockpileTEMPORARY 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-007 Infilt SectSILT 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"MIN.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.P:\AutoCADD Projects\2001\01243.17 - Lot 48N\1-CADD Files-01243.17\dwg\01243.17-DETAILS SPEC.dwg, C3.1 ESPC DETAILS, 11/12/2021 3:43:53 PM
2 14" TYPE I BASE
COURSE
1 14" TYPE III
SURFACE COURSE
SEPARATION
GEOTEXTILE
COMPACTED
SUBGRADE
10'10'
6" 2" MINUS BASE
12" 5" MINUS CRUSHED
STONE SUBBASE
2%
N.T.S.
TYPICAL PAVED ROAD SECTION
3
141
CONCRETE
CURB
5.5'5.0'
CONCRETE
SIDEWALK
AS SHOWN C4.0
11/13/2020
LOCATION MAP
1" = 2000'
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
DSM
MAB
01243.17
LOCATION MAP
1" = 2000'
S.D. IRELAND
COMPANIES
193 INDUSTRIAL AVENUE
WILIISTON, VERMONT 05495
Dorset StreetSpear StreetAllen Road
Vermont National
Country Club
Nowland
Farm Road
U.V.M.
Dorset
Farms
SOU
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B
U
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SHEL
B
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SITE
SOUTH VILLAGE
COMMUNITIES,
LLC
LOT 48N
N.T.S.
DRIVE CURB CUT DETAIL
S-007S-007 Curb Cut16'-0" DRIVE CURB CUT (TYP. ) - TO BE FIELD LOCATED 6'-0"6'-0"
REINFORCE CONCRETE
CURBING AT DRIVEWAY
CUTS
112" CURB REVEAL AT CURB
CUTS
SEE TRANSITION
CURB DETAIL
BEGIN
TRANSITION
SLOPE
SEE CONCRETE
CURB DETAIL
SEE ROAD SECTION DETAIL
REVISED 08/01/2014
N.T.S.
TRANSITION CURB DETAIL
S-006S-006 Trans Curb7"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.
RECREATIONAL PATH
EXISTING ROAD
1
VARIES
1/4"/FT.
4" TOPSOIL
10'-0" REC. PATHVARIES - SEE PLAN 2'
12" CRUSHED
GRAVEL (FINE)
2" TYPE IV
BITUMINOUS
CONCRETE PAVEMENT
STABILIZATION
FABRIC
10%
6"
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
S-002S-002 Conc Walk6"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
S-032S-032 STOP BARREVISED 4/30/2019
6' MINIMUM
12' MAXIMUM4'24"
4' MIN
30' MAX
4" WHITE LINE
REFLECTORIZED STOP BAR
EDGE OF TRAVELED WAY
EDGE OF SHOULDER
50' MAX.6' MIN."STOP" SIGN
* THE 'DESIRED STOPPING POINT" IS THE LOCATION BASED ON SITE CONDITIONS
THAT BEST ALLOWS THE STOPPED VEHICLE TO VIEW THE APPROACHING TRAFFIC
N.T.S.
STOP BAR LAYOUT
REVISED 3/27/2020S-001aS-001 Curb - no walkN.T.S.
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"7"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.
CROSSWALK DETAIL
S-008S-008 Crosswalk6'-0"AS SHOWN ON PLANS
2'-0"
2'-0"
WHITE THERMOPLASTIC
REVISED 12/19/2014
DSM
N.T.S.
TYPICAL GRAVEL SURFACE SECTION
S-004S-004 Gravel SecSEPARATION GEOTEXTILE
COMPACTED SUBGRADE
REVISED 5/08/2020
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
6" CRUSHED GRAVEL - FINE
AOT SPECIFICATION 704.05
12" DENSE GRADED CRUSHED STONE
AOT SPECIFICATION 704.06
P:\AutoCADD Projects\2001\01243.17 - Lot 48N\1-CADD Files-01243.17\dwg\01243.17-DETAILS SPEC.dwg, 11/11/2020 4:12:16 PM, DWG To PDF.pc3
AS SHOWN C4.1
11/13/2020
LOCATION MAP
1" = 2000'
UTILITY 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
12/18/20 DMS REVISED BIORETENTION DETAIL
DSM
MAB
01243.17
LOCATION MAP
1" = 2000'
S.D. IRELAND
COMPANIES
193 INDUSTRIAL AVENUE
WILIISTON, VERMONT 05495
Dorset StreetSpear StreetAllen Road
Vermont National
Country Club
Nowland
Farm Road
U.V.M.
Dorset
Farms
SOU
T
H
B
U
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L
I
N
G
T
O
N
SHEL
B
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SITE
SOUTH VILLAGE
COMMUNITIES,
LLC
LOT 48N
N.T.S.
TYPICAL CATCH BASIN @ CURB
REVISED 6/7/2019ST-002ST-002 Typ CB(SIMILAR WITHOUT CURB)
PRECAST MANHOLE STRUCTURES
SHALL CONFORM TO ASTM SPEC.
C478 (LATEST EDITION)18"SUMPOUTLET PIPE
(SEE SPECS/PLAN FOR
TYPE & SIZE)12"MAX.24"x24"
48" MIN.
SEE PLANS
6" MIN. CRUSHED GRAVEL
ADJUST TO GRADE w/
CONCRETE RISERS
BITUMINOUS CONCRETE
PAVEMENT (14" / FT. SLOPE
MIN.)
SET FRAME ON FULL
MORTAR BED
LEBARON LK120 (LK120A FOR DESIGN GRADES >5%)
C.I. GRATE w/ 3 FLANGED FRAME (OR APPROVED
EQUAL). RIM TO BE SET 1" BELOW NORMAL CROSS
SECTION ELEV.)
HIGH STRENGTH
NON-SHRINK GROUT
CONCRETE CURB
PRECAST CONCRETE w/
MONOLITHIC BASE
WATERTIGHT JOINT USING
1" MIN. WIDTH FLEXIBLE
GASKET (SEAL EXTERIOR
JOINTS AND LIFT HOLES w/
NON-SHRINK GROUT)
CAST IN PLACE FLEXIBLE
SLEEVES OR APPROVED
EQUAL (TYP. ALL PIPES)
NOTES:
N.T.S.
TYPICAL STORM TRENCH
REVISED 12/08/2016ST-003
D+2'ST-003 Storm TrenchPAVED
6"
6"COVER PER PLANAPPROVED 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
N.T.S.
FOUNDATION DRAIN
REVISED 11/10/2014ST-020
4" SDR 35 PERF. PVC
3/4" WASHED STONE
WRAPPED W/ DRAINAGE
FABRIC. COORDINATE
DRAINAGE W/ ARCH.
STRUCTURAL DETAIL
±6"
TOP OF FTG.
ELEV. (SEE PLAN)
GRANULAR BACKFILL
(TYP.)
GROUND LINE (SLOPE
AWAY FROM BUILD.)
FIN. SLAB EL.
(SEE PLAN)ST-020 Foundation DrainN.T.S.
UNDERDRAIN CLEANOUT DETAIL
REVISED 08/01/2014ST-010ST-010 UD CO6" PERF. HDPE FLOW
GRASS PAVEMENT
45° WYE
CONCRETE CRADLE w/ 3 MIL
POLYETHYLENE PLACED
BETWEEN PIPE & CONCRETE
6"x4" REDUCER
4" PVC SDR 35
CAST IRON VALVE BOX
TOP SECTION w/ COVER
MARKED 'STORM'
THREADED SDR 35
PLUG w/ COUNTER
SUNK SCREW
CLEANOUT BOX
INDEPENDANT
OF PIPE
N.T.S.
ELECTRICAL TRENCH - SECONDARY
REVISED 08/01/2014M-008M-008 Elec Trench Secondary24" MIN.24" MIN.
12" MIN.
APPROVED BACKFILL
THOROUGHLY COMPACTED
IN 8" LIFTS
ELECTRICAL CABLE MARKING
TAPE SHALL BE PLACED 8" TO
12" BELOW FINISH GRADE
TELEPHONE
CABLE
MIN. 4" SAND OR FINE
GRAVEL ON ALL SIDES
OF CONDUIT
ELECTRICAL CONDUIT
DSM
SOIL SPECIFICATION FOR BIORETENTION:
·The surface treatment shall suppress weed growth, and shall consist of stone or other inert material that minimizes exposed soil, and shall allow for 18 to 24 -inch
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·The upper media layerFRQVLVWLQJRIWKHXSSHUµEHORZWKHVXUIDFHWUHDWPHQWVKDOOFRQVLVWRIDPL[RIRUJDQLFPDWWHUDQG86'$VDQGWRORDP\VDQGFODVVLILFDWLRQ
DQGJHQHUDOO\PHHWWKHIROORZLQJJUDGDWLRQ ¬VDQG ZLWKQRPRUHWKDQRIWKHVDQGDVILQHRUYHU\ILQHVDQGVQRPRUHWKDQVLOWDQGFOD\ZLWK
FOD\FRQWHQWE\ZHLJKW¬,IRUJDQLFPDWWHULQWKHIRUPRIFRPSRVWLVLQFRUSRUDWHGLQWRWKHXSSHUPHGLDOD\HULWVKDOOFRPSULVHQRPRUHWKDQDQGKDYHOHVVWKDQ
7RWDO3KRVSKRUXV 73 ¬¬,IWKHRUJDQLFPDWWHUFRQVLVWVRIDPDWHULDORWKHUWKDQFRPSRVWVXFKDVSHDWLWVKDOOFRPSULVHQRPRUHWKDQRIWKHXSSHUPHGLD
layer. Alternatively, the upper media layer may be free of organic matter that is directly mixed with the sand and compost or organic matter may be limited to specific
SODQWLQJORFDWLRQVRUDWWKHEDVHRILQGLYLGXDOSODQWV VLGHGUHVVLQJ ¬,QDOOFDVHVZKHQDELRUHWHQWLRQ673LVGHVLJQHGZLWKDQXQGHUGUDLQDQGFRPSRVWLVXWLOL]HGDQG
mixed within the upper media layer the overall soil media as mixed shall be low in phosphorus (4.0 mg/kg limit for available phosphorus). The compost and/or upper
soil layer of the soil media shall be tested in accordance with the testing options identified in this Procedure.
··Option 1: Test the Compost Only: Utilize low-phosphorus compost having less than 0.2% Total Phosphorus (TP), understanding the compost may only comprise 3% of the
ŽǀĞƌĂůůďŝŽƌĞƚĞŶƚŝŽŶƐŽŝůŵĞĚŝĂ͘dŚĞƌĞĐŽŵŵĞŶĚĞĚƚĞƐƚƚŽďĞƉĞƌĨŽƌŵĞĚŽŶƚŚĞĐŽŵƉŽƐƚŝƐĂĚŝŐĞƐƚŝŽŶŵĞƚŚŽĚ͕ WϯϬϱϬŽƌϯϬϱϭŽƌƐŝŵŝůĂƌŵĞƚŚŽĚ͕ĨŽůůŽǁĞĚďLJW
analysis. [This test for 'total' P in compost is likely available through the University of Vermont, Agricultural and Environmental Testing Lab, and may be available through
private laboratories.]
··Option 2:Testing the Bioretention Soil Media: Four (4.0) mg/kg is the limit for available phosphorus in the bioretention soil media based on the Modified Morgan's soil
ƚĞƐƚ͘dŚŝƐƚĞƐƚŝƐůŝŬĞůLJĂǀĂŝůĂďůĞƚŚƌŽƵŐŚƚŚĞhŶŝǀĞƌƐŝƚLJŽĨsĞƌŵŽŶƚ͕ŐƌŝĐƵůƚƵƌĂůĂŶĚ ŶǀŝƌŽŶŵĞŶƚĂůdĞƐƚŝŶŐ>Ăď͕ĂŶĚŵĂLJďĞĂǀĂŝůĂďůĞƚŚƌŽƵŐŚƉƌŝǀĂƚĞůĂďŽƌĂƚŽƌŝĞƐ͘dŚĞ
Morgan's soil test, available in New York, will also suffice. Other soil tests, such as Mehlich-3, Bray and Olsen are not considered to be acceptable methods for this
determination.]
·The lower media layerLVORFDWHGGLUHFWO\EHORZWKHXSSHUPHGLDOD\HUDQGDERYHWKHVWRQHOD\HUWKDWLQFOXGHVWKHXQGHUGUDLQ¬7KLVOD\HUVKDOOFRQVLVWRIPHGLXP
VDQG $670&FRQFUHWHVDQG RUDSSURYHGHTXLYDOHQW¬7KHORZHUPHGLDOD\HUPXVWQRWKDYHFRPSRVWRURWKHURUJDQLFPDWWHUFRPSRQHQWXQOHVVUHTXLUHGWR
support a tree planting, and only in that specific location.
REVISED 08/01/2014
NOTE:
BIORETENTION SOIL SHALL NOT BE COMPACTED
DURING BACKFILL. AFTER BACKFILL OF ENTIRE
PLANTING BED, PRIOR TO PLANTING AND MULCH
PLACEMENT, THE SYSTEM SHALL BE FILLED WITH
WATER TO CONSOLIDATE SOIL MATERIAL. ADD
ADDITIONAL PLANTING MIX AND RESHAPE AS
NECESSARY TO ACHIEVE FINISHED GRADE.
N.T.S.
TYPICAL BIORETENTION SECTION
PRECAST MANHOLE STRUCTURES
SHALL CONFORM TO ASTM SPEC.
C478 (LATEST EDITION).18"SUMPDRAINAGE FABRIC
MIRAFI 140NS OR
APPROVED EQUAL
12" LAYER OF 34" TO 2"
WASHED DRAINAGE
STONE
12" CONCRETE SAND
(ASTM 33)
6" PERF. PVC SDR 35
UNDERDRAIN SYSTEM -
REFER TO SITE PLANS FOR
LAYOUT AND ORIENTATION
SEAL w/ CAST-IN-PLACE
FLEXIBLE MH SLEEVES
6" MIN. CRUSHED GRAVEL
12" BIORETENTION
SOIL
1
2
GRADE SOIL TO RIM
AT C.B.
PRECAST CONCRETE RISERS
LEBARON LF248 24"x24" C.I.
GRATE w/ FLANGED FRAME
SET FRAME ON FULL
MORTAR BED
P:\AutoCADD Projects\2001\01243.17 - Lot 48N\1-CADD Files-01243.17\dwg\01243.17-DETAILS SPEC.dwg, 12/17/2020 4:34:48 PM, DWG To PDF.pc3
AS SHOWN C4.2
11/13/2020
LOCATION MAP
1" = 2000'
UTILITY 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
DSM
MAB
01243.17
LOCATION MAP
1" = 2000'
S.D. IRELAND
COMPANIES
193 INDUSTRIAL AVENUE
WILIISTON, VERMONT 05495
Dorset StreetSpear StreetAllen Road
Vermont National
Country Club
Nowland
Farm Road
U.V.M.
Dorset
Farms
SOU
T
H
B
U
R
L
I
N
G
T
O
N
SHEL
B
U
R
N
E
SITE
SOUTH VILLAGE
COMMUNITIES,
LLC
LOT 48N
NOTES:
PAVED
N.T.S.
D
D+2'
6"
6"
TYPICAL SEWER TRENCH DETAIL5'-0" MIN. COVER (PLOWED AREAS)4'-0" MIN. COVER (TYPICAL)6"
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-001SWR-001 Trench(SEE SITE PLAN)5'-0" MIN. COVER OVER FORCE MAINSN.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.)SWR-002 Service ConNOTES:
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 1/29/2015SWR-004
SLOPE
SLOPE
90° MAX.
PLAN
FINISH GRADE
OPENING
AS
REQUIRED
48"
1" RISE
ELEVATIONSECTIONBARREL4"8"BASE AS REQ'D.CONE SECTIOND/2 MAX.0.6DD
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
SWR-004 Typ MHN.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-026SWR-026 New Main Connection to Ex MHNEW SEWER MAIN
CORE MANHOLE AND USE PSX
PRESS SEAL GASKET (OR
APPROVED EQUAL) FOR
WATERTIGHT CONSTRUCTIONFLOWFLOWEXISTING
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.
NOTES:
PAVED
N.T.S.
D
D+2'
6"
6"
TYPICAL WATER TRENCH DETAIL6'-0" MIN. COVER1. 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-001 Trench(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-002 TapDIRECT 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:W-003 ThrustNOTE: 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-006 Serv Con1" MAX.6'-0" MIN.6'-0" MIN.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.
DSM
P:\AutoCADD Projects\2001\01243.17 - Lot 48N\1-CADD Files-01243.17\dwg\01243.17-DETAILS SPEC.dwg, 11/11/2020 4:12:43 PM, DWG To PDF.pc3
AS SHOWN C5.0
11/13/2020
LOCATION MAP
1" = 2000'
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
DSM
MAB
01243.17
LOCATION MAP
1" = 2000'
S.D. IRELAND
COMPANIES
193 INDUSTRIAL AVENUE
WILIISTON, VERMONT 05495
Dorset StreetSpear StreetAllen Road
Vermont National
Country Club
Nowland
Farm Road
U.V.M.
Dorset
Farms
SOU
T
H
B
U
R
L
I
N
G
T
O
N
SHEL
B
U
R
N
E
SITE
SOUTH VILLAGE
COMMUNITIES,
LLC
LOT 48N
DSM
P:\AutoCADD Projects\2001\01243.17 - Lot 48N\1-CADD Files-01243.17\dwg\01243.17-DETAILS SPEC.dwg, 11/11/2020 4:14:46 PM, DWG To PDF.pc3
AS SHOWN C5.1
11/13/2020
LOCATION MAP
1" = 2000'
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
DSM
MAB
01243.17
LOCATION MAP
1" = 2000'
S.D. IRELAND
COMPANIES
193 INDUSTRIAL AVENUE
WILIISTON, VERMONT 05495
Dorset StreetSpear StreetAllen Road
Vermont National
Country Club
Nowland
Farm Road
U.V.M.
Dorset
Farms
SOU
T
H
B
U
R
L
I
N
G
T
O
N
SHEL
B
U
R
N
E
SITE
SOUTH VILLAGE
COMMUNITIES,
LLC
LOT 48N
DSM
P:\AutoCADD Projects\2001\01243.17 - Lot 48N\1-CADD Files-01243.17\dwg\01243.17-DETAILS SPEC.dwg, 11/11/2020 4:15:08 PM, DWG To PDF.pc3
AS SHOWN C5.2
11/13/2020
LOCATION MAP
1" = 2000'
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
DSM
MAB
01243.17
LOCATION MAP
1" = 2000'
S.D. IRELAND
COMPANIES
193 INDUSTRIAL AVENUE
WILIISTON, VERMONT 05495
Dorset StreetSpear StreetAllen Road
Vermont National
Country Club
Nowland
Farm Road
U.V.M.
Dorset
Farms
SOU
T
H
B
U
R
L
I
N
G
T
O
N
SHEL
B
U
R
N
E
SITE
SOUTH VILLAGE
COMMUNITIES,
LLC
LOT 48N
DSM
P:\AutoCADD Projects\2001\01243.17 - Lot 48N\1-CADD Files-01243.17\dwg\01243.17-DETAILS SPEC.dwg, 11/11/2020 4:15:28 PM, DWG To PDF.pc3
”
AS SHOWN C5.3
11/13/2020
LOCATION MAP
1" = 2000'
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
DSM
MAB
01243.17
LOCATION MAP
1" = 2000'
S.D. IRELAND
COMPANIES
193 INDUSTRIAL AVENUE
WILIISTON, VERMONT 05495
Dorset StreetSpear StreetAllen Road
Vermont National
Country Club
Nowland
Farm Road
U.V.M.
Dorset
Farms
SOU
T
H
B
U
R
L
I
N
G
T
O
N
SHEL
B
U
R
N
E
SITE
SOUTH VILLAGE
COMMUNITIES,
LLC
LOT 48N
DSM
P:\AutoCADD Projects\2001\01243.17 - Lot 48N\1-CADD Files-01243.17\dwg\01243.17-DETAILS SPEC.dwg, 11/11/2020 4:15:50 PM, DWG To PDF.pc3
√√
AS SHOWN C5.4
11/13/2020
LOCATION MAP
1" = 2000'
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
DSM
MAB
01243.17
LOCATION MAP
1" = 2000'
S.D. IRELAND
COMPANIES
193 INDUSTRIAL AVENUE
WILIISTON, VERMONT 05495
Dorset StreetSpear StreetAllen Road
Vermont National
Country Club
Nowland
Farm Road
U.V.M.
Dorset
Farms
SOU
T
H
B
U
R
L
I
N
G
T
O
N
SHEL
B
U
R
N
E
SITE
SOUTH VILLAGE
COMMUNITIES,
LLC
LOT 48N
DSM
P:\AutoCADD Projects\2001\01243.17 - Lot 48N\1-CADD Files-01243.17\dwg\01243.17-DETAILS SPEC.dwg, 11/11/2020 4:16:07 PM, DWG To PDF.pc3
AS SHOWN C5.5
11/13/2020
LOCATION MAP
1" = 2000'
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
DSM
MAB
01243.17
LOCATION MAP
1" = 2000'
S.D. IRELAND
COMPANIES
193 INDUSTRIAL AVENUE
WILIISTON, VERMONT 05495
Dorset StreetSpear StreetAllen Road
Vermont National
Country Club
Nowland
Farm Road
U.V.M.
Dorset
Farms
SOU
T
H
B
U
R
L
I
N
G
T
O
N
SHEL
B
U
R
N
E
SITE
SOUTH VILLAGE
COMMUNITIES,
LLC
LOT 48N
DSM
P:\AutoCADD Projects\2001\01243.17 - Lot 48N\1-CADD Files-01243.17\dwg\01243.17-DETAILS SPEC.dwg, 11/11/2020 4:16:28 PM, DWG To PDF.pc3