HomeMy WebLinkAbout02/01/2020 - South Village Communities, Phase 1AGWWWWWWW
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FMFMFMFMFMFMFMS
STSTSTSSSSSSSSSSSSS
S
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ST
ST
ST
STST
STSTST
STST
SSSSSSSTSTSTSTUDUDUDUDUDUDUDUDUDUDUDUDUDUD
UD
UD
UD
UD
UD
UDD
PHASE 1A/1B
CONTRACT
LIMITS
S
S
S
S
S
FMFM FM
PHASE 1A/1B
CONTRACT
LIMITS
S
S
S
S
S
S
S
S
D
D
D
D
D
D
D
S
S
S
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2N
1N
1
55
2A
4A
11A
4B
26A 31A
7A
27A
10B10A
2
5F
5E
5D
5C
5B
5A
62
61
60
59
58
57
56
54
5352
51
20
23
22
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19
43 44
42
41
38
37
36
35
24
29
30
31
32
33 34
28272625
18
15
17
16
13
14
12B10
98
7
6
5
3
1
11OHPOHPOHPOHPE
E
E
E
E
OHP
OHP
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OHP
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E
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E
E
E
E
E
E EE
E
E
E
E
E EEEPHASE 1A/2
CONTRACT
LIMITS
GAC
1" = 60'
01243.13
AB1.0
FEB., 2020
LOCATION MAP
1" = 2000'
PHASE 1A
AS-BUILT PLAN
OVERALL
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
DSM
S.D. IRELAND
COMPANIES
193 INDUSTRIAL AVENUE
WILIISTON, VERMONT 05495
SOUTH VILLAGE
COMMUNITIES,
LLC
SPEAR STREET
SOUTH BURLINGTON, VT
SITE 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
SHE
L
B
U
R
N
E
LEGEND
FM
ST
S
W
EXISTING FORCEMAIN
EXISTING STORM
EXISTING GRAVITY SEWER
EXISTING WATER
EXISTING SEWER MANHOLE
EXISTING STORM MANHOLE
EXISTING CATCH BASIN
EXISTING HYDRANT
EXISTING SHUT OFF
APPROXIMATE PROPERTY LINE
IRON ROD/PIPE FOUND
CONCRETE MONUMENT FOUND
S
D
E EXISTING ELECTRIC
EXISTING LIGHT POLE
AS-BUILT UTILITY INFORMATION WAS
PROVIDED BY THE CONTRACTOR IN
COMBINATION WITH AN AS-BUILT SURVEY
PERFORMED BY CEA
P:\AutoCADD Projects\2001\01243 ASBUILTS 2018\1-CADD Files-\Dwg\01243 - As-Built.dwg, 2/20/2020 2:00:23 PM, gcarter
19+0020+0021+0022+0023+0023+93.20100+00
101+00
102+
0
0
103
+
0
0
10
4
+
0
0
10
5
+
0
0
10
6
+
0
0
107+00 108+00 109+00 109+93.81
225+00226+00227+00228+00229+00230+00231+00604+00605+00606+00607+00607+78.8560+00
61+00
62+00 62+38.99
50+00
51+00
52+00 52+48.87
704+00705+00706+00706+88.5270+00 71+00 72+00 73+00 73+26 231+00GGG
G
G
GW
W WWWWW
W
W
W WWWWW
W
W
W
W
W W
WWWWWWWWWW
WWW
W
WWWWWWW
W
S
ST
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM
FMFMFMFMS S
814 L.F. 8" WATER MAIN
1,054 L.F. 12"
D
.
I
.
W
A
T
E
R
M
A
I
N
81 LF 6" D.I.3/4"3/4"3/4"3/4"SSSSSSSSS
SSSSSTSTSTST
ST
STST
ST
ST
ST
STST ST UDUDUDUDUDUDAIKEN STREETDEWEY LANE
W. FISHER LANE
ALLEN ROAD EAST
E. FISHER LANE
SOUTH JEFFERSON ROADSLADE STREET11
3
6
7
8
9
10
12
14
13
18 19
51
52
53
54
56
57
11A
2
10A 10B
7A
11A
4A
2A
55
1
S
FMFMFMFMFM
S
S
S
D
D
D
D
S
S
SS
S
8" x 6" TEE &
6" GATE VALVE
12" GATE VALVE
HYDRANT
(TYP.)
12X8 TEE
(1) 8" GATE VALVE
(2) 12" GATE VALVE
AIR RELEASE STRUCT.
AT HIGH POINT
8"x 6" TEE
6" GATE VALVE
12" WATER MAIN
12" GATE VALVE
PRESSURE REDUCING VAULT
COORDINATE OPERATING RANGE
WITH CWD CHIEF ENGINEER.
12x12 TEE
(3) 12" GATE VALVE
12" WATER MAIN
12" WATER MAIN
8"x8" TEE
(3) 8" GATE VALVE1.5'20.7'14'2.6'2.5'10.8'
3.0'4.0'26'3.3'3'3.25'
3.5'
2
4
.
4
'
1.5'1.5'20.7'7.5'
26.0'2'16.3'29.5'
2
4
.
4
'
1.5'
3'
16'
(2) 34"
34"
34"
3 4"
34"
34"34"34"34"34"1.7'
25
.
5
'33.3'3.6'
30.5'3.7'
1.8'
34"34"34"34"35.2'
3.4'
3.5'
6.6'7.7'17.4'
50.6'7.2'
33.1'41.1
'
3.2'52.4'
34"
34"
34"OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPE
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EEEEEEEEEEEEEEOHP
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E
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EEEEEEEEPHASE 1A/2
CONTRACT
LIMITS
258 L.F. 12" D.I. WATER MAIN818 L.F. 12" D.I. WATER MAIN720 L.F. 12" D.I. WATER MAINCURB STOP
(TYP.)
3/4"
3/4"
34"
3
4"
3
4"
3/4"
GAC
01243.13
AB1.1
LOCATION MAP
1" = 2000'
PHASE 1A
AS-BUILT WATER
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
DSM
S.D. IRELAND
COMPANIES
193 INDUSTRIAL AVENUE
WILIISTON, VERMONT 05495
SOUTH VILLAGE
COMMUNITIES,
LLC
SPEAR STREET
SOUTH BURLINGTON, VT
SITE 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
SHE
L
B
U
R
N
E
LEGEND
FM
ST
S
W
EXISTING FORCEMAIN
EXISTING STORM
EXISTING GRAVITY SEWER
EXISTING WATER
EXISTING SEWER MANHOLE
EXISTING STORM MANHOLE
EXISTING CATCH BASIN
EXISTING HYDRANT
EXISTING SHUT OFF
APPROXIMATE PROPERTY LINE
IRON ROD/PIPE FOUND
CONCRETE MONUMENT FOUND
S
D
E EXISTING ELECTRIC
EXISTING LIGHT POLE
1" = 40'
FEB., 2020
P:\AutoCADD Projects\2001\01243 ASBUILTS 2018\1-CADD Files-\Dwg\01243 - As-Built.dwg, 2/19/2020 1:48:43 PM, gcarter
Area 122+000+00
1+00
2
+
0
0
3+
0
0
107+00 108+00 109+00 109+93.81
220+00221+00222+00223+00224+00225+00226+00227+00405+00
407+00
408+00
409+0
0
409
+
7
6
.
6
2600+00601+00602+00603+00604+00605+00606+0060+00
61+00
62+00 62+38.99
50+00
51+00
52+00 52+48.87
30+00
31+00
32+00
33+00 34+00
35+00
35+45.26
504+00504+80.6700+00701+00702+00703+00704+00705+00706+00706+88.5270+00 71+00 72+00 73+00 73+26
1+00
2
+
0
0
3+
0
0
218+00219+00402+00403+00404+00503+00599+95406+00
W
WW
WW
W W
WWWWWWWWW
W
W
W
WW WWWWWWWWWWWWWWWWWWWWWW
W
WWWWWWW
W
W
W
W
W
W
WWWWW WWWWW
WWWWWW
W
W
WS
ST
FM
FM FM FM FM
FMFMFMFMFMFMFMFMFMFMS S
814 L.F. 8" WATER MAIN 3/4"3/4"3/4"3/4"STST
SSSSSSSSSSSSSSSSS
S
SS
S
S
S
S
S
SSSSSSSSSSSTSTST
ST
STST
ST
ST
ST
STST ST
ST
ST
ST
ST
ST
ST
STSTST
STSTSTST
ST
ST
STST
SSSSSSSSSTSTUD
UDUDUDUDUDUD
UDUDUDUDUDUD
UD
UD
UD
UD
UD UDAIKEN STREETDEWEY LANE
W. FISHER LANE
ALLEN ROAD EAST
E. FISHER LANE
SOUTH JEFFERSON ROADFLANDERS LA
N
E
FLANDERS LANE
CHIPMAN STREET
SOUTH JEFFERSON ROADSLADE STREETPHASE 1A/1B
CONTRACT
LIMITS
S
CHIPMAN STREET3
5
6
7
8
9
10
12
14
13
16
17
15
18
25
26 27 28
34
33
32
31
30
29
24
35
36
37
41
42
19
21
22
23
20
54
56
57
58
59
60
61
62
10A 10B
27A
7A
31A
26A
4B
4A
2A
55
S
S
S
PHASE 1A/1B
CONTRACT
LIMITS
S
S
S
S
S
S
S
D
D
D
D
D
D
D
S
S
S
SSS
S
S
12x12 TEE
(3) 12" GATE VALVE
12" WATER MAIN
8"x8" TEE
(3) 8" GATE VALVE
14'2.6'2.5'10.8'
3.0'4.0'26'3.3'3'3.25'
3.5'
2
4
.
4
'
1.5'33.3'15.0'20.25'1.5'
29.8'1.0'4.3'5.5'.5'
7.5'
26.0'2'16.3'29.5'
2
4
.
4
'
1.5'33.3'15.0'20.25'1.5'
29.8'1.0'4.3'5.5'.5'
3'
16'
(2) 34"
34"
34"
3 4"
3 4"
3 4"34"34"34"34"1.7'
25
.
5
'33.3'3.6'
30.5'3.7'
1.8'
34"34"34"34"35.2'
3.4'
3.5'
1.8'
1.3'
00.4'
1.5'2.4'1.6'2.1'8.7'3.1'
1.2'
1.3'
2.5'
0.8'
0.8'
6.6'46.2
'
1.1'8.8'0.8'
6.6'19.9'0.7'7.7'17.4'
8X8 TEE
8" (3) GATE VALVE
AIR RELEASE
STRUCTURE
34"
34"
34"EEEEEE EEEEE
E
E
EEEEEEE
E
E
E
E EEEE
E
E
E EEEEEE
E
E
E
E E
E
E EEEEEEEEEEEEEEE
EE
E E E
E
E
EEEEEEEEEEE
E
EEE
EE
EE
E
E
EEE
E EEE
EE
E
E
E
E E
E 818 L.F. 12" D.I. WATER MAIN720 L.F. 12" D.I. WATER MAIN223 L.F. 12" D.I. WATER MAIN 818 L.F. 12" D.I. WATER MAIN814 L.F. 8" WATER MAIN11 LF 8" D.I.
WATER MAIN
165 LF 8" DI W
A
T
E
R
M
A
I
N
105 L.F. 12" D.I. W
A
T
E
R
M
A
I
N
91 LF 12" D.I.
WATER MAIN
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"3/4"
3/4"
3/4"
3/4"
3/4"
3/
4
"
3/4"
3/4"
3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"3/4"GAC
01243.13
AB1.2
LOCATION MAP
1" = 2000'
PHASE 1A
AS-BUILT WATER
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
DSM
S.D. IRELAND
COMPANIES
193 INDUSTRIAL AVENUE
WILIISTON, VERMONT 05495
SOUTH VILLAGE
COMMUNITIES,
LLC
SPEAR STREET
SOUTH BURLINGTON, VT
SITE 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
SHE
L
B
U
R
N
E
LEGEND
FM
ST
S
W
EXISTING FORCEMAIN
EXISTING STORM
EXISTING GRAVITY SEWER
EXISTING WATER
EXISTING SEWER MANHOLE
EXISTING STORM MANHOLE
EXISTING CATCH BASIN
EXISTING HYDRANT
EXISTING SHUT OFF
APPROXIMATE PROPERTY LINE
IRON ROD/PIPE FOUND
CONCRETE MONUMENT FOUND
S
D
E EXISTING ELECTRIC
EXISTING LIGHT POLE
1" = 40'
FEB., 2020
P:\AutoCADD Projects\2001\01243 ASBUILTS 2018\1-CADD Files-\Dwg\01243 - As-Built.dwg, 2/19/2020 1:49:29 PM, gcarter
19+0020+0021+0022+0023+0023+93.20100+00
101+00
102+
0
0
103
+
0
0
10
4
+
0
0
10
5
+
0
0
10
6
+
0
0
107+00 108+00 109+00 109+93.81
225+00226+00227+00228+00229+00230+00231+00604+00605+00606+00607+00607+78.8560+00
61+00
62+00 62+38.99
50+00
51+00
52+00 52+48.87
704+00705+00706+00706+88.5270+00 71+00 72+00 73+00 73+26 231+00GGW
W WWWWW
W
W
W WWWWW
W
W
W
W
W W
WWWWWWWWWW
WWW
W
WWWWWWW
W
S
ST
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM
FMFMFMFMS S
INV.=367.4 SSSSSSSSS
SSSSSTSTSTST
ST
STST
ST
ST
ST
STST ST UDUDUDUDUDUDAIKEN STREETDEWEY LANE
W. FISHER LANE
ALLEN ROAD EAST
E. FISHER LANE
SOUTH JEFFERSON ROADSLADE STREET11
3
6
7
8
9
10
12
14
13
18 19
51
52
53
54
56
57
11A
2
10A 10B
7A
11A
4A
2A
55
1
S
FMFMFMFMFM
S
SMH #13
RIM=376.63
INV. IN (6" W)=368.2
INV. OUT (8" S)=368.1
S
SMH #12
RIM=377.6
INV. IN (8" N)=367.2
INV. IN (4" W)=367.2
INV. OUT (8" S)=367.1 S
SMH
D
D
D
D
S
SMH #7
RIM=371.7
INV. IN (8" W)=353.5
INV. IN (12" N)=353.5
INV. IN (4" E)=353.5
INV. OUT 12" S)=353.4
S
SMH #7A
RIM= 372.7
INV. IN (12" NE)=353.8
INV. OUT (12" S)=353.7
S
SMH #8
RIM=376.1
INV. IN (6" N)=363.1
INV. OUT (8" E)=363.0
S
SEWER FORCE MAIN AIR
RELEASE STRUCTURE
STA 106+78
S
SMH #11A
Rim=376.5
INV. IN (4" E)=366.5
INV. OUT (8" S)=366.4
SMH #5
RIM=367.8
INV. IN (12"N)=353.1
INV. IN (4"E)=361.2
(DROP INLET)
INV. OUT (12" S)=353.0
SEWER FORCE MAIN
SANITARY SEWER LINEOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPE
E
EEEEEEEEEEEEEEOHP
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E
E
E
E EEE E E E EEEE
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E
E
E
E
E
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E
EEEEEEEEPHASE 1A/2
CONTRACT
LIMITS
250 LF 8" SDR 35 PVC @ 0.4%294 LF 8" SDR 35 PVC165 LF of 8" SDR
35 PVC @ 6%
2,06
6
L
F
o
f
x
"296 LF of 12" SDR35 PVC @ 0.1%296 LF of 12" SDR35 PVC @ 0.1%8" CAP1,200 LF of 4" PVCGAC
01243.13
AB1.3
LOCATION MAP
1" = 2000'
PHASE 1A
AS-BUILT
SEWER 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
DSM
S.D. IRELAND
COMPANIES
193 INDUSTRIAL AVENUE
WILIISTON, VERMONT 05495
SOUTH VILLAGE
COMMUNITIES,
LLC
SPEAR STREET
SOUTH BURLINGTON, VT
SITE 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
SHE
L
B
U
R
N
E
LEGEND
FM
ST
S
W
EXISTING FORCEMAIN
EXISTING STORM
EXISTING GRAVITY SEWER
EXISTING WATER
EXISTING SEWER MANHOLE
EXISTING STORM MANHOLE
EXISTING CATCH BASIN
EXISTING HYDRANT
EXISTING SHUT OFF
APPROXIMATE PROPERTY LINE
IRON ROD/PIPE FOUND
CONCRETE MONUMENT FOUND
S
D
E EXISTING ELECTRIC
EXISTING LIGHT POLE
1" = 40'
FEB., 2020
P:\AutoCADD Projects\2001\01243 ASBUILTS 2018\1-CADD Files-\Dwg\01243 - As-Built.dwg, 2/19/2020 2:55:43 PM, gcarter
Area 122+000+00
1+00
2
+
0
0
3+
0
0
107+00 108+00 109+00 109+93.81
220+00221+00222+00223+00224+00225+00226+00227+00405+00
407+00
408+00
409+0
0
409
+
7
6
.
6
2600+00601+00602+00603+00604+00605+00606+0060+00
61+00
62+00 62+38.99
50+00
51+00
52+00 52+48.87
30+00
31+00
32+00
33+00 34+00
35+00
35+45.26
504+00504+80.6700+00701+00702+00703+00704+00705+00706+00706+88.5270+00 71+00 72+00 73+00 73+26
1+00
2
+
0
0
3+
0
0
218+00219+00402+00403+00404+00503+00599+95406+00
W
WW
WW
W W
WWWWWWWWW
W
W
W
WW WWWWWWWWWWWWWWWWWWWWWW
W
WWWWWWW
W
W
W
W
W
W
WWWWW WWWWW
WWWWWW
W
W
WS
ST
FM
FM FM FM FM
FMFMFMFMFMFMFMFMFMFMS S
INV.=367.4
STST
SSSSSSSSSSSSSSSSS
S
SS
S
S
S
S
S
SSSSSSSSSSSTSTST
ST
STST
ST
ST
ST
STST ST
ST
ST
ST
ST
ST
ST
STSTST
STSTSTST
ST
ST
STST
SSSSSSSSSTSTUD
UDUDUDUDUDUD
UDUDUDUDUDUD
UD
UD
UD
UD
UD UDAIKEN STREETDEWEY LANE
W. FISHER LANE
ALLEN ROAD EAST
E. FISHER LANE
SOUTH JEFFERSON ROADFLANDERS LA
N
E
FLANDERS LANE
CHIPMAN STREET
SOUTH JEFFERSON ROADSLADE STREETPHASE 1A/1B
CONTRACT
LIMITS
S
CHIPMAN STREET3
5
6
7
8
9
10
12
14
13
16
17
15
18
25
26 27 28
34
33
32
31
30
29
24
35
36
37
41
42
19
21
22
23
20
54
56
57
58
59
60
61
62
10A 10B
27A
7A
31A
26A
4B
4A
2A
55
S
S
S
SMH #24 STA. 503+30
RIM= 375.0
INV. IN (8" NE)= 366.1
INV. OUT (8" SE)= 366.0
PHASE 1A/1B
CONTRACT
LIMITS
S
SMH #12
RIM=377.6
INV. IN (8" N)=367.2
INV. IN (4" W)=367.2
INV. OUT (8" S)=367.1 S
?SMH???
S
SMH #11
RIM=371.4
INV. IN (8" N)=362.9
INV. OUT (8" S)=362.8
S
SMH #17
RIM= 368.6
INV. IN (2@8" NW, N)=360.1
INV. IN (4" S)=360.1
INV. OUT (8" E)=360.0
S
S
SMH #19
RIM=377.5
INV. IN (8" N)=363.7
INV. OUT (8" E)=363.6
S
SMH #15
RIM= 379.78
INV. IN (8" N)=365.1
INV. IN (4" W)=365.1
INV. OUT (8" S)=365.0
D
D
D
D
D
D
D
S
SMH #16
RIM= 366.64
INV. IN ((2)@8" W,S)=351.6
INV. IN (12" N)=351.6
INV. OUT (12" E)=351.5
S
EX. SMH #16A
RIM=364.8
INV. IN (12" W)=351.4
INV. IN (8" E)=346.8
INV. OUT (12" N)=346.7
S
SMH #9
RIM=365.2
INV. IN (12" N)=352.3
INV. IN ((2)@4" E)=356.2
(DROP INLET)
INV. OUT (12" S)=352.2
SSS
S
SMH #11A
Rim=376.5
INV. IN (4" E)=366.5
INV. OUT (8" S)=366.4
S
SMH #5
RIM=367.8
INV. IN (12"N)=353.1
INV. IN (4"E)=361.2
(DROP INLET)
INV. OUT (12" S)=353.0
SMH #18
RIM= 376.11
INV. IN (8" W)= 363.1
INV. OUT (8" E)= 363.0
SEWER FORCE MAIN
SANITARY SEWER LINE
PUMP STATION #1EEEEE E EEEEE
E
E
EEEEEEE
E
E
E
E EEEE
E
E
E EEEEEE
E
E
E
E E
E
E EEEEEEEEEEEEEEE
EE
E E E
E
E
EEEEEEEEEEE
E
EEE
EE
EE
E
E
EEE
E EEE
EE
E
E
E
E E
E250 LF 8" SDR 35 PVC @ 0.4%294 LF 8" SDR 35 PVC165 LF of 8" SDR
35 PVC @ 6%296 LF of 12" SDR35 PVC @ 0.1%204 LF of 12" SDR 35 PVC @ 0.3%246 LF of 12" SDR 35 PVC @ 0.2%32 LF of 12" SDR 35 PVC @ 0.2%
45 LF of 12" SDR 35
PVC @ 0.2%
134 LF
o
f
8
"
S
D
R
3
5
PVC @
6
%
150 LF of 8" SDR 35
PVC @ 2%
147 LF of 8" SDR 35
PVC @ 2%187 LF of 8" SDR 35PVC @ 1%225 LF of 8" SDR 35PVC @ 0.6%208 LF of 8" SDR 35 PVC @ 1%2,066 LF of x"GAC
01243.13
AB1.4
LOCATION MAP
1" = 2000'
PHASE 1A
AS-BUILT
SEWER 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
DSM
S.D. IRELAND
COMPANIES
193 INDUSTRIAL AVENUE
WILIISTON, VERMONT 05495
SOUTH VILLAGE
COMMUNITIES,
LLC
SPEAR STREET
SOUTH BURLINGTON, VT
SITE 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
SHE
L
B
U
R
N
E
LEGEND
FM
ST
S
W
EXISTING FORCEMAIN
EXISTING STORM
EXISTING GRAVITY SEWER
EXISTING WATER
EXISTING SEWER MANHOLE
EXISTING STORM MANHOLE
EXISTING CATCH BASIN
EXISTING HYDRANT
EXISTING SHUT OFF
APPROXIMATE PROPERTY LINE
IRON ROD/PIPE FOUND
CONCRETE MONUMENT FOUND
S
D
E EXISTING ELECTRIC
EXISTING LIGHT POLE
1" = 40'
FEB., 2020
P:\AutoCADD Projects\2001\01243 ASBUILTS 2018\1-CADD Files-\Dwg\01243 - As-Built.dwg, 2/19/2020 1:50:42 PM, gcarter
19+0020+0021+0022+0023+0023+93.20100+00
101+00
102+
0
0
103
+
0
0
10
4
+
0
0
10
5
+
0
0
10
6
+
0
0
107+00 108+00 109+00 109+93.81
225+00226+00227+00228+00229+00230+00231+00604+00605+00606+00607+00607+78.8560+00
61+00
62+00 62+38.99
50+00
51+00
52+00 52+48.87
704+00705+00706+00706+88.5270+00 71+00 72+00 73+00 73+26 231+00GGW
W WWWWW
W
W
W WWWWW
W
W
W
W
W W
WWWWWWWWWW
WWW
W
WWWWWWW
W
S
ST
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM
FMFMFMFMS S46 LF15" HDPE @ 2%36 LF 15" HDPE@ 0%PHASE I LIMITS OF
RECREATION PATH
CONSTRUCTION
131 LF 15" HDPE @ 0.5%109 LF 15" HDPE @ 1%166 LF 15" HDPE @ 3%
30"30"128 LF 30" HDPE @ 1%306 LF 24" HDPE
@
1
%66 LF 18" HDPE @ 1%56 LF 18" HDPE@ N/A
%4"120 LF 15" HDPE @ 0.5%143 LF 15" HDPE @ 1%161 LF 18" HDPE @ 0.6%
2
2
L
F
1
5
"
HD
P
E@ 2%SSSSSSSSS
SSSSSTSTSTST
ST
STST
ST
ST
ST
STST ST UDUDUDUDUDUDAIKEN STREETDEWEY LANE
W. FISHER LANE
ALLEN ROAD EAST
E. FISHER LANE
SOUTH JEFFERSON ROADSLADE STREET11
3
6
7
8
9
10
12
14
13
18 19
51
52
53
54
56
57
11A
2
10A 10B
7A
11A
4A
2A
55
1
S
FMFMFMFMFM
CB 5
RIM=375.6
INV. OUT (15" SE)=371.9
CB 4
RIM=375.7
INV. IN (15" NW)=371.7
INV. IN (15" NE)=371.7
INV. OUT (15" SW)=371.5
35 LF
15" HDPE
@ 1%
CB 11
RIM=376.4
INV. IN=368.9
INV. OUT (15" NE)=368.8
CB 10
RIM=377.0
INV. IN (15" W)= 372.5
INV. OUT (15" NE)=372.4
CB 9
RIM=376.9
INV. OUT (15" E)=372.4
CB 30
RIM=368.3
INV. IN (30" NE)=363.0
INV. OUT (30" SE)=362.9
CB 31
RIM=368.2
INV. OUT (30" SW)=362.7
CB
RIM=369.8
INV. IN (24" W)=364.1
INV. IN (18" N)=364.1
INV. OUT (30" SW)=364.1
CB 28
RIM=368.7
INV. IN (15" S)=364.9
INV. OUT (30" N)=364.8
CB 29
RIM=369.1
INV. OUT (15" N)=365.2
CB 26
RIM=370.1
INV. IN=365.5
INV. OUT (18" S)=365.4
CB 25
RIM=370.9
INV. IN (18" NW)=366.4
INV. OUT (18" S)=366.3
CB 24
RIM=370.9
INV. IN=367.0
INV. OUT (18" SE)=366.9
CB 23
RIM=370.8
INV. IN (18" NE)=367.2
INV. OUT (18" S)=367.1
CB 21
RIM=371.9
INV. IN (15" E)=367.4
INV. OUT (18" SW)=367.3
CB 22
RIM=371.9
INV. OUT (15" W)=367.9
CB 20
RIM=376.9
INV. OUT (15" E)=372.4
CB 17
RIM=375.8
INV. IN (24" S)=367.4
INV. OUT (24" NE)=367.3
CB 13
RIM=374.0
CB 53
RIM=366.9
INV. IN (42" W)=356.8
CB 2
RIM=360.4
INV. IN (15" N)=357.1
INV. IN (4" E)=357.3
INV. OUT=357.1
CB 7
RIM=375.6
INV. IN (15" S)=371.5
INV. OUT (15" SW)=371.4
CB 8
RIM=375.8
INV. OUT (15" N)=371.8
CB 16
RIM=374.5
INV. OUT (15" SE)=370.4
CB 15
RIM=374.5
INV. IN (15" N)=370.0
INV. IN (18" W)=367.9
INV. OUT (18" E)=367.8
S
S
S
D
DMH 5
RIM=368.1
INV. IN (24" S)=357.8
INV. IN (30" N)=362.4
INV. OUT (42" SE)=357.9
D
DMH 4
RIM=370.6
INV. IN=364.8
INV. IN=364.8
INV. OUT (24" E)=364.7D
DMH 2
RIM=375.4
INV. IN=367.6
INV. OUT (24" N)=367.5
D
DMH 1 - STA 606+00
RIM=378.0
INV. IN=370.8
INV. OUT (15" S)=370.7
S
S
SS
CB 6
RIM=376.7
INV. IN (15" NE)=372.2
INV. OUT (15" SW)=372.2
CB 3
RIM=376.7
INV. OUT (15" SW)=372.7
CB 27
RIM=370.1
INV. OUT (15" W)=366.2
S
FES 10
INV.= 358.3
FES 12
INV.= 356.3OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPE
E
EEEEEEEEEEEEEEOHP
OHPUE
UE UEUEE
EEEEEEEEEEEEEE
EEEEEE
E
E
E
E EEE E E E EEEE
EEEEEEEEE
EEE
E
E
E
E
E
EEEEE
E
EEEEEEEEPHASE 1A/2
CONTRACT
LIMITS
CENTER BASIN
OUTLET STRUCTURE
SEE SHEET C5.7
INV.= 355.7
4"
30 LF
15" HDPE @ 2%
36 LF
15" HDPE @ 2%
24 LF
15" HDPE
@ 1%22 LE15" HDPE@ 1%22 LF
15" HDPE
@ 0%
21 LF
15" HDPE
@ 2%29 LF
18" HDPE
@ 0.3%
21 LF
18" HDPE
@ 0.5%
30 LF 18" HDPE @ 2%
21 LF
15" HDPE @ 3%
15 LF
18" HDPE @ 9%
22 LF
24" HDPE @ 3%
18 LF
15" HDPE @ 0%
22 LF
15" HDPE @ 1%
21 LF
30" HDPE @ x%
CB 1
RIM=360.4
INV. IN (15" NE)=357.3
INV. IN (15" NW)=357.2
INV. OUT (15" S)=357.1
37 LF
15" HDPE @ 3%
15"
21 LF
15" HDPE
@ 1%
40 LF 18" HDPE @ 0.5%
38 LF 24" HDPE @ 0.5%
22 LF
15" HDPE
@ 16%
CB 12
RIM=377.2
INV. IN=369.3
INV. OUT (15" SE)=369.2
DSM
DSM
GAC
1" = 40'
01243.13
AB1.5
LOCATION MAP
1" = 2000'
S.D. IRELAND
COMPANIES
193 INDUSTRIAL AVENUE
WILIISTON, VERMONT 05495
SOUTH VILLAGE
COMMUNITIES,
LLC
PHASE 1A
AS-BUILT
STORMWATER
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
SPEAR STREET
SOUTH BURLINGTON, VT
SITE 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
SHE
L
B
U
R
N
E
LEGEND
FM
ST
S
W
EXISTING FORCEMAIN
EXISTING STORM
EXISTING GRAVITY SEWER
EXISTING WATER
EXISTING SEWER MANHOLE
EXISTING STORM MANHOLE
EXISTING CATCH BASIN
EXISTING HYDRANT
EXISTING SHUT OFF
APPROXIMATE PROPERTY LINE
IRON ROD/PIPE FOUND
CONCRETE MONUMENT FOUND
S
D
E EXISTING ELECTRIC
EXISTING LIGHT POLE
FEB., 2020
P:\AutoCADD Projects\2001\01243 ASBUILTS 2018\1-CADD Files-\Dwg\01243 - As-Built.dwg, 2/19/2020 1:52:16 PM, gcarter
Area 122+000+00
1+00
2
+
0
0
3+
0
0
107+00 108+00 109+00 109+93.81
220+00221+00222+00223+00224+00225+00226+00227+00405+00
407+00
408+00
409+0
0
409
+
7
6
.
6
2600+00601+00602+00603+00604+00605+00606+0060+00
61+00
62+00 62+38.99
50+00
51+00
52+00 52+48.87
30+00
31+00
32+00
33+00 34+00
35+00
35+45.26
504+00504+80.6700+00701+00702+00703+00704+00705+00706+00706+88.5270+00 71+00 72+00 73+00 73+26
1+00
2
+
0
0
3+
0
0
218+00219+00402+00403+00404+00503+00599+95406+00
W
WW
WW
W W
WWWWWWWWW
W
W
W
WW WWWWWWWWWWWWWWWWWWWWWW
W
WWWWWWW
W
W
W
W
W
W
WWWWW WWWWW
WWWWWW
W
W
WS
ST
FM
FM FM FM FM
FMFMFMFMFMFMFMFMFMFMS S
FES 6
INV=359.1 STST
78 LF 1
5
"
H
D
P
E
@
6
%15"131 LF 15" HDPE @ 0.5%109 LF 15" HDPE @ 1%166 LF 15" HDPE @ 3%
80
L
F
1
5
"
H
D
P
E
@
6
%
111 LF 15" HDPE
@
0
.
5
%
30"
150 L
F
4
2
"
H
D
P
E
@
0
.
7
%30"128 LF 30" HDPE @ 1%306 LF 24" HDPE
@
1
%123 LF 15" HDPE @ 2%95 LF 15" HDPE @ 6%
145 LF 15" HDP
E
@
%
118 LF 18"
H
D
P
E
@
1
%144 LF 24" HDPE
@ 1
%66 LF 18" HDPE @ 1%190 LF 24" HDPE @ 0.4%102 LF
4
2
"
H
D
P
E
@
0
.
6
%132 LF 24" HDPE @ 0.5%10' WIDE
G
R
A
V
E
L
A
C
C
E
S
S
R
D
.
176 LF 42
"
H
D
P
E
@
0
.
5
%
120 LF 15" HDPE @ 0.5%143 LF 15" HDPE @ 1%161 LF 18" HDPE @ 0.6%
2
2
L
F
1
5
"
HD
P
E@ 2%SSSSSSSSSSSSSSSSS
S
SS
S
S
S
S
S
SSSSSSSSSSSTSTST
ST
STST
ST
ST
ST
STST ST
ST
ST
ST
ST
ST
ST
STSTST
STSTSTST
ST
ST
STST
SSSSSSSSSTSTUD
UDUDUDUDUDUD
UDUDUDUDUDUD
UD
UD
UD
UD
UD UDAIKEN STREETDEWEY LANE
W. FISHER LANE
ALLEN ROAD EAST
E. FISHER LANE
SOUTH JEFFERSON ROADFLANDERS LA
N
E
FLANDERS LANE
CHIPMAN STREET
SOUTH JEFFERSON ROADSLADE STREETPHASE 1A/1B
CONTRACT
LIMITS
S
CHIPMAN STREET3
5
6
7
8
9
10
12
14
13
16
17
15
18
25
26 27 28
34
33
32
31
30
29
24
35
36
37
41
42
19
21
22
23
20
54
56
57
58
59
60
61
62
10A 10B
27A
7A
31A
26A
4B
4A
2A
55
S
S
S
CB 8
RIM=361.2'
INV. IN (6" N)= 357.0
CB 7
RIM=368.5'
INV. IN (15" W)=362.0
INV. IN (6" N)=362.7
INV. OUT (15" S)=362.0
INV. OUT (15" SW)=371.5
35 LF
15" HDPE
@ 1%
CB 11
RIM=376.4
INV. IN=368.9
INV. OUT (15" NE)=368.8
CB 10
RIM=377.0
INV. IN (15" W)= 372.5
INV. OUT (15" NE)=372.4
CB 9
RIM=376.9
INV. OUT (15" E)=372.4
CB 45
RIM=375.4
INV. IN (15" SW)=370.8
INV. IN (15" NW)=370.8
INV. OUT (15" SE)=370.7
CB 42
RIM=370.4
INV. IN (15" W)=365.3
INV. OUT (15" E)=365.2
CB 38
RIM=365.6
INV. IN (15" SW)=361.7
INV. IN (18" NW)=361.7
INV. OUT (24" NE)=361.6
CB 39
RIM=365.2
INV. OUT (15" NE)=361.6
CB 36
RIM=363.9
INV. IN (24" SW)=359.6
INV. OUT (24" SE)=359.5
CB 37
RIM=3634.2
INV. IN (24" NW)=359.4
INV. OUT (24" NE)=359.3
CB 33
RIM=364.4
INV. IN (15" S)=360.8
INV. OUT (15" NE)=360.7
CB 35
RIM=364.5
INV. OUT (15" N)=360.8
CB 32
RIM=365.5
INV. IN (15" SW)=360.0
INV. OUT (15" SE)=359.9
CB 34
RIM=365.5
INV. IN (15" W)=359.5
INV. IN (24" S)=358.7
INV. OUT (24" N)=358.6
CB 30
RIM=368.3
INV. IN (30" NE)=363.0
INV. OUT (30" SE)=362.9
CB 31
RIM=368.2
INV. OUT (30" SW)=362.7
CB
RIM=369.8
INV. IN (24" W)=364.1
INV. IN (18" N)=364.1
INV. OUT (30" SW)=364.1
CB 28
RIM=368.7
INV. IN (15" S)=364.9
INV. OUT (30" N)=364.8
CB 29
RIM=369.1
INV. OUT (15" N)=365.2
CB 26
RIM=370.1
INV. IN=365.5
INV. OUT (18" S)=365.4
CB 25
RIM=370.9
INV. IN (18" NW)=366.4
INV. OUT (18" S)=366.3
CB 24
RIM=370.9
INV. IN=367.0
INV. OUT (18" SE)=366.9
CB 17
RIM=375.8
INV. IN (24" S)=367.4
INV. OUT (24" NE)=367.3
CB 13
RIM=374.0
INV. IN (15" E)=369.2
INV. OUT (15" N)=369.2
CB 14
RIM=373.9
INV. OUT (15" W)=369.5
CB 51
RIM=372.0
INV. IN (15" E)=367.5
INV. OUT (15" S)=367.4
CB 52
RIM=372.2
INV. OUT (15" W)=368.6CB 50
RIM=371.0
INV. OUT (15" S)=367.0
CB 49
RIM=371.0
INV. IN (15" N)=366.7
INV. OUT (15" SE)=366.6
CB 48 5'Ø
RIM=370.9
INV. IN (15")=366.4
INV. OUT (15" S)=366.3
CB 40
RIM=368.1
INV. IN=363.8
INV. IN=363.8
INV. OUT=363.7
CB 41
RIM=368.1
INV. OUT (15" W)=364.1
CB 53
RIM=366.9
INV. IN (42" W)=356.8
INV. IN (10" N&S)=357.0
INV. OUT (42" E)=356.7
CB 54
RIM=361.2
INV. IN (42" NW)=356.1
INV. IN (4" N)=356.3
INV. OUT (42" NE)=356.2PHASE 1A/1B
CONTRACT
LIMITS
CB 7
RIM=375.6
INV. IN (15" S)=371.5
INV. OUT (15" SW)=371.4
CB 8
RIM=375.8
INV. OUT (15" N)=371.8
CB 16
RIM=374.5
INV. OUT (15" SE)=370.4
CB 15
RIM=374.5
INV. IN (15" N)=370.0
INV. IN (18" W)=367.9
INV. OUT (18" E)=367.8
FES 9
RIM=364.5
CB 46
RIM=376.4
INV. OUT (15" E)=372.6
CB 47
RIM=376.5
INV. IN (15" W)=372.4
INV. OUT (15" SW)=372.3
S
S
S
S
S
S
S
D
DMH 7
RIM=377.3
INV. IN (15" NE)=371.7
INV. OUT (15" E)=371.6
D
DMH 6
RIM=368.6
INV. IN (15" N)=363.4
INV. IN (15 "W)=364.8
INV. OUT (18" SE)=363.3
D
DMH 8
RIM=367.8
INV. IN=359.8
INV. OUT=359.7
D
DMH 5
RIM=368.1
INV. IN (24" S)=357.8
INV. IN (30" N)=362.4
INV. OUT (42" SE)=357.9
D
DMH 4
RIM=370.6
INV. IN=364.8
INV. IN=364.8
INV. OUT (24" E)=364.7D
DMH 2
RIM=375.4
INV. IN=367.6
INV. OUT (24" N)=367.5
D
DMH 1 - STA 606+00
RIM=378.0
INV. IN=370.8
INV. OUT (15" S)=370.7
S
S
S
SSS
CB 27
RIM=370.1
INV. OUT (15" W)=366.2
S
S
CB
?RIM=374.0?
INV. OUT (15" NE)=
CB 43
RIM=375.2
INV. IN=371.0
INV. OUT (15" NE)=370.9
CB 44
RIM=375.2
INV. OUT (15" E)=371.2
FES
INV.=355.4
GRASS SWALE
STONE LINED
SWALE
FES 8
INV.=369.6E
EEEEE EEEEE
E
E
EEEEEEE
E
E
E
E EEEE
E
E
E EEEEEE
E
E
E
E E
E
E EEEEEEEEEEEEEEE
EE
E E E
E
E
EEEEEEEEEEE
E
EEE
EE
EE
E
E
EEE
E EEE
EE
E
E
E
E E
E22 LE15" HDPE@ 1%22 LF
15" HDPE
@ 0%
@ 0.5%
30 LF 18" HDPE @ 2%
21 LF
15" HDPE @ 3%
15 LF
18" HDPE @ 9%
22 LF
24" HDPE @ 3%
18 LF
15" HDPE @ 0%
22 LF
15" HDPE @ 1%
21 LF
30" HDPE @ x%
21 LF
15" HDPE
@ 1%
40 LF 18" HDPE @ 0.5%
38 LF 24" HDPE @ 0.5%
22 LF
30" HDPE @ 1%
21 LF
15" HDPE @ 2%
30 LF
15" HDPE @ 2%
23 LF
15" HDPE @ 0%
21 LF
24" HDPE @ 0.5%
26 LF
15" HDPE @ -0.4%
21 LF
15" HDPE @ 1%
21 LF
15" HDPE @ 5%
22 LF
15" HDPE @ 1%
21 LF
15" HDPE @ 1%
26 LF
15" HDPE @ 2%
19 LF
15" HDPE
@ %
21 LF
15" HDPE @ 1%
18 LF
15" HDPE @ 3%
22 LF
15" HDPE @ 1%
45 LF
15" HDPE @ 1%
22 LF
15" HDPE
@ 16%
CB 12
RIM=377.2
INV. IN=369.3
INV. OUT (15" SE)=369.2 DSM
DSM
GAC
1" = 40'
01243.13
AB1.6
LOCATION MAP
1" = 2000'
S.D. IRELAND
COMPANIES
193 INDUSTRIAL AVENUE
WILIISTON, VERMONT 05495
SOUTH VILLAGE
COMMUNITIES,
LLC
PHASE 1A
AS-BUILT
STORMWATER
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
SPEAR STREET
SOUTH BURLINGTON, VT
SITE 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
SHE
L
B
U
R
N
E
LEGEND
FM
ST
S
W
EXISTING FORCEMAIN
EXISTING STORM
EXISTING GRAVITY SEWER
EXISTING WATER
EXISTING SEWER MANHOLE
EXISTING STORM MANHOLE
EXISTING CATCH BASIN
EXISTING HYDRANT
EXISTING SHUT OFF
APPROXIMATE PROPERTY LINE
IRON ROD/PIPE FOUND
CONCRETE MONUMENT FOUND
S
D
E EXISTING ELECTRIC
EXISTING LIGHT POLE
FEB., 2020
P:\AutoCADD Projects\2001\01243 ASBUILTS 2018\1-CADD Files-\Dwg\01243 - As-Built.dwg, 2/19/2020 1:53:10 PM, gcarter
19+0020+0021+0022+0023+0023+93.20100+00
101+00
102+
0
0
103
+
0
0
10
4
+
0
0
10
5
+
0
0
10
6
+
0
0
107+00 108+00 109+00 109+93.81
225+00226+00227+00228+00229+00230+00231+00604+00605+00606+00607+00607+78.8560+00
61+00
62+00 62+38.99
50+00
51+00
52+00 52+48.87
704+00705+00706+00706+88.5270+00 71+00 72+00 73+00 73+26 231+00GGW
W WWWWW
W
W
W WWWWW
W
W
W
W
W W
WWWWWWWWWW
WWW
W
WWWWWWW
W
S
ST
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM
FMFMFMFMS S SSSSSSSSS
SSSSSTSTSTST
ST
STST
ST
ST
ST
STST ST UDUDUDUDUDUDAIKEN STREETDEWEY LANE
W. FISHER LANE
ALLEN ROAD EAST
E. FISHER LANE
SOUTH JEFFERSON ROADSLADE STREET11
3
6
7
8
9
10
12
14
13
18 19
51
52
53
54
56
57
11A
2
10A 10B
7A
11A
4A
2A
55
1
S
FMFMFMFMFM
S
S
S
D
D
D
D
S
S
SS
SOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPE
E
EEEEEEEEEEEEEEOHP
OHPUE
UE UEUEK30.3 TRANFORMER VAULT
K30.2 CONCRETE VAULT
ND 450 FIBER VAULT
378' 5" PVC
438' 3 PHASE 1/0 15KV
475' 5" PVC
535' 3 PHASE 1/0 15KV
490' 5" PVC
530' 3 PHASE 1/0 15KV
245' 3" PVC
290' 3" PVC
320' 1/0 15KV
496' 5" PVC
536' 3 PHASE 1/0 15KV
376' 3" PVC
406' 1/0 15KV
300' 3" PVC
330' 1/0 15KV
108' 3" PVE
118' 350MCM
35' 3" PVC
45' 350MCM
47' 3" PVC
57' 350MCM
30' 3" PVC
40' 350MCM
100' 350MCM
163' 3" PVC
173' 350MCM
152' 3"PVC
162' 350MCMCONCRETE ENCASEMENTCONCRETE ENCASE
M
E
N
T
E
EEEEEEEEEEEEEE
EEEEEE
E
E
E
E EEK30.3 TRANFORMER VAULTK30.2 CONCRETE VAULT
K30.2 VAULT
ND
4
5
0
F
I
B
E
R
V
A
U
L
T
E E E E EEEE
EEEEEEEEE
ENOTE:
GMP REQUIRES A 10' EASEMENT ADJACENT TO ROAD AND 20'
FOR ALL LINES NOT RUNNING ADJACENT TO ROADWAY. THE
EASEMENT AREA WILL EXTEND 3' SURROUNDING THE OUTER
PERIMETER OF THE TRANSFORMERS AND SWITCHGEAR VAULTS.
EASEMENT STRIP WILL BE CENTERED 5' OR 10' ON BOTH SIDES
OF THE CENTERLINE OF THE INSTALLED CONDUITS.
378' 5"
P
V
C
438' 3
P
H
A
S
E
1
/
0
1
5
K
V
475' 5" PVC
535' 3 PHASE 1/0 15KV
490' 5" PVC
530' 3 PHASE 1/0 15KV
285' 3" PVC
315' 1/0 15KV
496' 5" PVC
536' 3 PHASE 1/0 15KV
376' 3" PVC
406' 1/0 15KV
455' 3" PVC485' 1/0 15KV35' 3" PVC
45' 350MCM
47' 3" PVC
57' 350MCM
90' 3" PVC100' 350MCM
5' 3" PVC25' 350MCMEE
E
E
E
E
E
MTC 1118178
MTC 2
118179
MTC 3
118181
PAD 1-01
118180
PAD 1
118196
PAD 1-03
118186
PED 1-03-01
118198
PED 1-03-02
118199
PAD 2-01
118183
75
50
25
50
POLE 111
102413
EE15TEL HUT
PAD 1-11 TAG 122154
INSTALL:
15KVA PAD
1-15KV 1/0 ELBOW
1-GRD CAP
60' 1/0 15KV PRI UG
CONNECT:
4/0 URD SERVICE & INSTALL METER
PAD 1-11122154
MTC 1 TAG 118178
INSTALL:
1-15KV ELBOWS
EEE
E
ENOTE:
LOT 54 & 52 HAS TO BE FEED FROM
PED 3-01-01 DUE TO ONLY 4 SEVICE
TAPS ALLOWED FROM TRANFORMER
PAD 3-01.EEEEEEEPHASE 1A/2
CONTRACT
LIMITS
CONCRETE
ENCASEMENT
CONCRETE
ENCASEMENT
275' 1/0 15 KV
CONCRETE
ENCASEMENT
CONCRETE
ENCASEMENT
CONCRETE
ENCASEMENT PED 3-01-01
121608
PAD 3-01
118188
PED 2-01-01
121603
PED 2-01-02
121604
DSM
DSM
GAC
1" = 40'
01243.13
AB1.7
LOCATION MAP
1" = 2000'
S.D. IRELAND
COMPANIES
193 INDUSTRIAL AVENUE
WILIISTON, VERMONT 05495
SOUTH VILLAGE
COMMUNITIES,
LLC
PHASE 1A
AS-BUILT ELEC.,
COMM., & CABLE
UTILITY PLAN
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
SPEAR STREET
SOUTH BURLINGTON, VT
SITE 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
SHE
L
B
U
R
N
E
LEGEND
FM
ST
S
W
EXISTING FORCEMAIN
EXISTING STORM
EXISTING GRAVITY SEWER
EXISTING WATER
EXISTING SEWER MANHOLE
EXISTING STORM MANHOLE
EXISTING CATCH BASIN
EXISTING HYDRANT
EXISTING SHUT OFF
APPROXIMATE PROPERTY LINE
IRON ROD/PIPE FOUND
CONCRETE MONUMENT FOUND
S
D
E EXISTING ELECTRIC
EXISTING LIGHT POLE
FEB., 2020
P:\AutoCADD Projects\2001\01243 ASBUILTS 2018\1-CADD Files-\Dwg\01243 - As-Built.dwg, 2/19/2020 1:53:54 PM, gcarter
Area 122+000+00
1+00
2
+
0
0
3+
0
0
107+00 108+00 109+00 109+93.81
220+00221+00222+00223+00224+00225+00226+00227+00405+00
407+00
408+00
409+0
0
409
+
7
6
.
6
2600+00601+00602+00603+00604+00605+00606+0060+00
61+00
62+00 62+38.99
50+00
51+00
52+00 52+48.87
30+00
31+00
32+00
33+00 34+00
35+00
35+45.26
504+00504+80.6700+00701+00702+00703+00704+00705+00706+00706+88.5270+00 71+00 72+00 73+00 73+26
1+00
2
+
0
0
3+
0
0
218+00219+00402+00403+00404+00503+00599+95406+00
W
WW
WW
W W
WWWWWWWWW
W
W
W
WW WWWWWWWWWWWWWWWWWWWWWW
W
WWWWWWW
W
W
W
W
W
W
WWWWW WWWWW
WWWWWW
W
W
WS
ST
FM
FM FM FM FM
FMFMFMFMFMFMFMFMFMFMS S
STST
SSSSSSSSSSSSSSSSS
S
SS
S
S
S
S
S
SSSSSSSSSSSTSTST
ST
STST
ST
ST
ST
STST ST
ST
ST
ST
ST
ST
ST
STSTST
STSTSTST
ST
ST
STST
SSSSSSSSSTSTUD
UDUDUDUDUDUD
UDUDUDUDUDUD
UD
UD
UD
UD
UD UDAIKEN STREETDEWEY LANE
W. FISHER LANE
ALLEN ROAD EAST
E. FISHER LANE
SOUTH JEFFERSON ROADFLANDERS LA
N
E
FLANDERS LANE
CHIPMAN STREET
SOUTH JEFFERSON ROADSLADE STREETPHASE 1A/1B
CONTRACT
LIMITS
S
CHIPMAN STREET3
5
6
7
8
9
10
12
14
13
16
17
15
18
25
26 27 28
34
33
32
31
30
29
24
35
36
37
41
42
19
21
22
23
20
54
56
57
58
59
60
61
62
10A 10B
27A
7A
31A
26A
4B
4A
2A
55
S
S
S
PHASE 1A/1B
CONTRACT
LIMITS
S
S
S
S
S
S
S
D
D
D
D
D
D
D
S
S
S
SSS
S
S
K30.3 TRANFORMER VAULT
ND 450 FIBER VAULT
290' 3" PVC
320' 1/0 15KV
190' 3" PVC
220' 1/0 15KV
3' 3" PVC
30' 1/0 15KV
360' 3" PVC
395' 1/0 15KV
360' 3" PVC
360' 1/0 15KV
245' 3" PVC
275' 1/0 15KV
496' 5" PVC
536' 3 PHASE 1/0 15KV
455' 3" PVC
485' 1/0 15KV
263' 3" PVC
293' 1/0 15KV
400' 3" PVC
430' 1/0 15KV
316' 3" PVC
346' 1/0 15KV
300' 3" PVC
330' 1/0 15KV
332' 3" PVC
362' 1/0 15KV
265' 3" PVC
295' 1/0 15KV
35' 3" PVC
45' 350MCM
47' 3" PVC
57' 350MCM
55' 3" PVC
65' 350MCM
55' 3" PVC
65' 350MCM
55' 3" PVC
65' 350MCM
53' 3"PVC
63' 350MCM
66' 3" PVC
76' 350MCM
28' 3" PVC
38' 350MCM 34' 3"PVC
44' 350MCM
30' 3" PVC
40' 350MCM
100' 350MCM
163' 3" PVC
173' 350MCM
152' 3"PVC
162' 350MCM
40' 3"PVC
50' 350MCM
30' 3" PVC
40' 350MCM
300' 3" PVC
330' 1/0 15KVEEEE
EE EEEEE
E
E
EEEEEEE
E
E
E
E EEEE
E
E
E EEEEEE
E
E
EK30.3 TRANFORMER VAULTND 450 FIBER VAULT
E E
E
E EEEEEEEEEEEEEEE
E285' 3" PVC
315' 1/0 15KV
230' 3" PVC260' 1/0 15KV300' 3" PVC
330' 1/0 15KV
496' 5" PVC
536' 3 PHASE 1/0 15KV
455' 3" PVC485' 1/0 15KV263' 3" PVC293' 1/0 15KV400' 3" PVC
430' 1/0 15KV
316' 3" PVC
346' 1/0 15KV
345' 3" PVC
365' 1/0 15KV
300' 3" PVC
330' 1/0 15KV
265' 3" PVCE
E E E
E
E
EE35' 3" PVC
45' 350MCM
47' 3" PVC
57' 350MCM
55' 3" PVC
65' 350MCM
55' 3" PVC
65' 350MCM
30' 3" PVC
40' 350MCM
90' 3" PVC100' 350MCM
5' 3" PVC25' 350MCM
300' 3" PVC
330' 1/0 15KV
PAD 1
118196
MTC 1-02
118182
PAD 1-11
118185
PAD 1-03
118186
PED 1-03-01
118198
PED 1-03-02
118199
MTC 1-05
121618
PAD 2-01
118183
PAD 3-02
118189
PAD 3-03
118190
MTC 4
118191PAD 4-01
118192
75
50
75
75
15
25
50
50
50 EEEEEEEE
NOTE:
LOT 54 & 52 HAS TO BE FEED FROM
PED 3-01-01 DUE TO ONLY 4 SEVICE
TAPS ALLOWED FROM TRANFORMER
PAD 3-01.EE
EEE
EE
EE
E
E
EEE
E EEE
EE
E
E
E
E E
E
CONCRETE
ENCASEMENT
CONCRETE
ENCASEMENT
CONCRETE
ENCASEMENT CONCRETE
ENCASEMENT
CONCRETE
ENCASEMENT
CONCRETE
ENCASEMENT
CONCRETE
ENCASEMENT
CONCRETE
ENCASEMENT
CONCRETE
ENCASEMENT
25
CONCRETE
ENCASEMENT
CONCRETE
ENCASEMENT
CONCRETE
ENCASEMENT
CONCRETE
ENCASEMENT
CONCRETE
ENCASEMENT
CONCRETE
ENCASEMENT
CONCRETE
ENCASEMENT PED 2-02-11
121606
PED 3-01-01
121608
PAD 3-01
118188
PED 2-01-01
121603
PED 2-01-02
121604
PAD 2-02
118187
PED 1-04-11
121601
PED 1-04-01
121600 PAD 1-04
118184
PED 1-04-21
121602
CONCRETE
ENCASEMENT
PED 2-02-01
121605
DSM
DSM
GAC
1" = 40'
01243.13
AB1.8
LOCATION MAP
1" = 2000'
S.D. IRELAND
COMPANIES
193 INDUSTRIAL AVENUE
WILIISTON, VERMONT 05495
SOUTH VILLAGE
COMMUNITIES,
LLC
PHASE 1A AS-BUILT
ELEC., COMM., &
CABLE UTILITY
PLAN
A
C
CIVIL ENGINEERING ASSOCIATES, INC.
E
10 MANSFIELD VIEW LANE, SOUTH BURLINGTON, VT 05403
P: 802-864-2323 FAX: 802-864-2271 web: www.cea-vt.com
SPEAR STREET
SOUTH BURLINGTON, VT
SITE 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
SHE
L
B
U
R
N
E
LEGEND
FM
ST
S
W
EXISTING FORCEMAIN
EXISTING STORM
EXISTING GRAVITY SEWER
EXISTING WATER
EXISTING SEWER MANHOLE
EXISTING STORM MANHOLE
EXISTING CATCH BASIN
EXISTING HYDRANT
EXISTING SHUT OFF
APPROXIMATE PROPERTY LINE
IRON ROD/PIPE FOUND
CONCRETE MONUMENT FOUND
S
D
E EXISTING ELECTRIC
EXISTING LIGHT POLE
FEB., 2020
P:\AutoCADD Projects\2001\01243 ASBUILTS 2018\1-CADD Files-\Dwg\01243 - As-Built.dwg, 2/19/2020 1:55:21 PM, gcarter