ST. ALBANS HPP 8000(17)6057F00C-4FBC-4942-B5A5-C142459B1038...79 230 N VT S T A T E P LA N E GR ID...
Transcript of ST. ALBANS HPP 8000(17)6057F00C-4FBC-4942-B5A5-C142459B1038...79 230 N VT S T A T E P LA N E GR ID...
------
77 230
N
VT S
TATE
PLANE
GRID
False Nort
hing: 0.0000
False East
ing: 1640416
.6667
Origin Latit
ude: 42°30'
00.0000"N
Central Mer
idian: 72°30
'00.0000"W
US Survey
Foot
Transverse
Mercator
NAD83 Vermont St
ate Planes
VT83
3/4/2016
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
SCALE
20 400
IN FEET
MATCHLINE STA. 101+85
57414_BDR_NU1_UT.dgn
D. M. PECK
ST. ALBANS
HPP 8000(17)
VHB 57414.00
C.J. HAKEY
GENERAL PLANS ( 1 OF 17)
J. D. SALADINO
LAW
N
OUTCROPLEDGE
W/LT
UP#30/2
4
TRANS
W/LT &
UP#1/25/31
MB
4"
16"
42"
6"
OUTCROPLEDGE
EM & T
RANS RIS,
UP#30-
1 W/2
6"
W/FIR
BOXUP#NETT/22/
28
W/LP
& SWIT
CHUP#2
9/VZ23
A
B
C
DE
"V
CP
10
"R
CP
24
"RCP24
"VCP8
"R
CP
24
"RCP24
"RCP15
"VCP6
"R
CP
24
"V
CP
6
"VCP6
"RCP15
"R
CP
15
"RCP15
"VCP
6
"PIPE4
"R
CP
15
|=403.0'
24"RCP
(P16)
|=403.5'
24"RCP
(P15)
|=403.7'
15"RCP
(P14)
406.53'
R=
"PIP
E4
|=404.9'
15"RCP
(P14)
407.32'
R=
"PIPE4
"VCP
6
|=405.4'
15"RCP
(P25)
|=406.8'
4"PIPE
(P24)
408.47'
R=
|=402.4'
24"RCP
(P27)
|=402.8'
24"RCP
(P26)
|=403.6'
15"RCP
(P25)
408.55'
R=
S
|=403.9'
6"VCP
(P2)
|=403.9'
6"VCP
(P1)
408.75'
R=
S
|=402.3'
24"RCP
(P17)
|=403.0'
15"RCP
(P18)
|=402.6'
24"RCP
(P16)
409.24'
R=
SS
|=405.5'
6"VCP
(P1)
410.01'
R=
|=403.5'
15"RCP
(P18)
410.10'
R=
|=406.4'
15"RCP
(P20)
|=406.2'
4"PIPE
(P19)
410.81'
R=
|=405.4'
15"RCP
(P21)
|=407.4'
4"PIPE
(P23)
|=405.4'
15"RCP
(P20)
410.85'
R=
S
|=403.3'
8"VCP
(P238)
|=404.6'
6"VCP
(P237)
411.38'
R=
S
|=401.7'
10"VCP
(P9)
|=407.7'
6"VCP
(P6)
|=406.1'
6"VCP
(P5)
|=404.7'
10"VCP
(P7)
|=401.8'
8"VCP
(P8)411
.66'
R=
EM
GM
GMGM
GM
NA
SO
N
ST.
CO
NN
EC
TO
R
S. MAIN ST. (US 7)
(I-89
AC
CES
S)
ST.
AL
BA
NS
ST
AT
E
HW
Y
STATION 100+22
HPP 8000(17)
BEGIN PROJECT
BEGIN APPROACH
BEGIN APPROACH
STA. 3000+50
STA. 904+25
END APPROACH
STA. 899+00
100
101
+00
3000
+00
3001
+00
3002
+00
899+00 900+00 901+00 902+00 903+00 904+00
CC
MR3
S1
S2
MR2
S3
MR4
S4
MR1
****
*
N/F
****
*
N/F ****
*
N/F
****
*
N/F
****
*
N/F
OU
ELLE
TT
E
N/F
TO
WE
RS
BE
SS
ER
Y
N/F
KE
LLE
Y
N/F
GR
AL
NIC
K
N/F
Approximate Exist. R.O.W.
Approximate Exist. R.O.W.
Approximate Exist. R.O.W.
Approximate Exist. R.O.W.
------
78 230
N
VT S
TAT
E
PLA
NE
GRID
False Northing: 0.0000
False Easting: 1640416.6667
Origin Latitude: 42°30'00.0000"N
Central Meridian: 72°30'00.0000"W
US Survey Foot
Transverse Mercator
NAD83 Vermont State Planes
VT83
3/4/2016
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
SCALE
20 400
IN FEET
MA
TC
HLIN
E ST
A. 1
01+
85
MA
TC
HLIN
E ST
A. 1
07+
00
57414_BDR_NU1_UT.dgn
D. M. PECK
ST. ALBANS
HPP 8000(17)
VHB 57414.00
C.J. HAKEYJ. D. SALADINO
GENERAL PLANS (2 OF 17)
LAWN
LAWN
LAWN
TR
ELLIS
WO
OD
1.5'Hx2.4'W
OVAL CMP
"V
CP
12
|=383.5'
"C
MP
24
|=385.4'
NASON ST. CONNECTOR
102
103
101104
106 105
109
108
107
102+00103+00 104+00 105+00 106+00 107+00
TRUST
LUNEAU FAMILY
N/F
St. ALBANS
CITY OF
N/F
GRALNICK
N/F
MASSE
N/F
PICKERING
N/F
St. ALBANS
CITY OF
N/F
26, L
LC
NA
SO
N IN
VE
ST
ME
NT
N/F
CO
ND
OMINIU
M
28 N
AS
ON S
TR
EE
T, L
LC
N/FC
OU
TU
RE
N/F
DESLAURIERS
N/F
DASH NO
N/F
LAWYER
N/F
TRUST
LUNEAU FAMILY
N/F
DRAKE
N/F
------
79 230
N
VT S
TATE
PLANE
GRID
False Nort
hing: 0.0000
False East
ing: 1640416
.6667
Origin Latit
ude: 42°30'
00.0000"N
Central Mer
idian: 72°30
'00.0000"W
US Survey
Foot
Transverse
Mercator
NAD83 Vermo
nt State Pla
nes
VT83
SCALE
20 400
IN FEET
3/4/2016
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
MATCHLINE STA. 107+00
MA
TC
HLIN
E ST
A. 3
02+
00
57414_BDR_NU1_UT.dgn
D. M. PECK
ST. ALBANS
HPP 8000(17)
VHB 57414.00
C.J. HAKEYJ. D. SALADINO
GENERAL PLANS (3 OF 17)
MB
2" TREES
24"
20"
3"
3"
& EM
W/RIS,UP#8
40"
18" PI
NE
10"
MB
#9UP
"PIP
E8
"PIPE2
"R
CP
12
"HDPE18
S
S|=374.5'
8"PIPE
(P36)
|=378.4'
2"PIPE
(P37)
|=374.5'
8"PIPE
(P35)
382.81'
R=
|=381.6'
12"RCP
(P38)
385.80'
R=
SG
MB
MB
GMGM
|=381.6'
18"HDPE
(P39)
|=381.7'
12"RCP
(P38)
389.48'
R=
LEMNAH DR.
NA
SO
N
ST.
NA
SO
N
ST.
CONNECTORNASON ST.
CONTROL STRUCTURE
MULTISTAGE OUTLET
110
112
111 115
114
116
113
118
117
119
HYDRANT
RELOCATE FIRE
REMOVE AND
DO NOT DISTURB
RR GATE
DO NOT DISTURB
RR GATE
202
+00
203
+00
204
+00
205
+00
107
+00
108+00
109+00110+00
301+00
302+0038
0
376
382
382
382.
5
382.
5
380
381
380
378
381
CONDOMINIUM28 NASON STREET, LLC
N/F
CONDOMINIUM28 NASON STREET, LLC
N/F
St. ALBANSCITY OF
N/F
INC.CV PROPERTIES,
N/F
INC.CV PROPERTIES,
N/F INC.
CV PROPERTIES,N/F
St. ALBANSCITY OF
N/F
Approxim
ate
Exist.
R.O.W.
Approximate Exist. R.O.W.
Approxim
ate
Exist.
R.O.W.
Approximate Exist. R.O.W.
Approxim
ate
Exist.
R.O.W.
------
80 230
N
VT S
TATE
PLANE
GRID
False Nort
hing: 0.0000
False East
ing: 1640416
.6667
Origin Latit
ude: 42°30'
00.0000"N
Central Mer
idian: 72°30
'00.0000"W
US Survey
Foot
Transverse
Mercator
NAD83 Vermont St
ate Planes
VT83
3/4/2016
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
SCALE
20 400
IN FEET
MA
TC
HLIN
E ST
A. 3
02+
00
MA
TC
HLIN
E ST
A. 3
06+
00
57414_BDR_NU1_UT.dgn
D. M. PECK
ST. ALBANS
HPP 8000(17)
VHB 57414.00
C.J. HAKEYJ. D. SALADINO
GENERAL PLANS (4 OF 17)
3"
6" TREES
& 2 LT'SW/
3 RIS,UP#6
B A
B A
C
B
A C
|=380.95'
AC
SBC=
WATER=(NPV)0.0
0'
R=
"PVC8
"PVC8
"HDPE18
"VCP6
"H
DP
E12
"RCP12
"PVC8
"HDPE18
"H
DPE
12
"PVC
8
|=381.5'
12"RCP
(P43)
|=381.4'
12"RCP
(P42)
383.82'
R=
|=381.6'
12"HDPE
(P40)
383.93'
R=
|=381.7'
12"RCP
(P42)
383.94'
R=
|=381.4'
12"HDPE
(P41)
|=381.7'
12"HDPE
(P40)
|=381.3'
12"RCP
(P43)
384.65'
R=
|=381.1'
18"HDPE
(P44)
|=381.1'
12"HDPE
(P41)
|=381.2'
18"HDPE
(P39)
384.65'
R=
S
|=381.7'
8"PVC
(P51)
|=381.8'
8"PVC
(P50)
385.22'
R=
S
LEMNAH DR.
120
121
122
125
123
124
302+00
303+00
304+00
305+00
306+00
MARTELL
N/F
WARNER
N/F
Approximate Exist. R.O.W.
Approximate Exist. R.O.W.
------
81 230
N
VT S
TATE
PLANE
GRID
False Nort
hing: 0.0000
False East
ing: 1640416
.6667
Origin Latit
ude: 42°30'
00.0000"N
Central Mer
idian: 72°30
'00.0000"W
US Survey
Foot
Transverse
Mercator
NAD83 Vermo
nt State Pla
nes
VT83
3/4/2016
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
SCALE
20 400
IN FEET
MA
TC
HLIN
E ST
A. 3
06+
00
MA
TC
HLIN
E ST
A. 3
11+
25
57414_BDR_NU1_UT.dgn
D. M. PECK
ST. ALBANS
HPP 8000(17)
VHB 57414.00
C.J. HAKEYJ. D. SALADINO
GENERAL PLANS (5 OF 17)
12"
12"
8"
8"
8"
10"
10"
12"
10"
12"
8"
8"
8"
12"
12"
W/LT.
UP#4/4
& 6 RI
S.W/3 T
RANS UP#4A/
4-1
UP#6
8"
8"
8"
8"
& 2 RI
SW/3 T
RANS,UP#5
;384.7
1
"V
CP
10
"V
CP
10
|=379.1'
"CI
8
"PVC8
"HDPE
18
"HDPE
18
"HDPE
18
"HDPE18
|=379.9'
"RCP18
|=381.1'
|=379.8'
18"HDPE
(P45)
|=379.8'
18"HDPE
(P44)
383.47'
R=
S
S
384.10'
R=
|=379.7'
18"HDPE
(P55)
|=379.7'
18"HDPE
(P54)
384.64'
R=
|=379.7'
8"PVC
(P53)
|=379.6'
8"CI
(P52)
384.77'
R=
|=379.6'
18"HDPE
(P56)
|=379.7'
18"HDPE
(P55)
385.09'
R=
S|=377.7'
10"VCP
(P58)
|=377.8'
10"VCP
(P57)
385.95'
R=
S
LEMNAH DR.
129
126
127 128
130
10
CONTROL STRUCTURE
MULTISTAGE OUTLET
131
133
132
SEE PLANS FOR DETAIL
NEW STEVENS BROOK CROSSING
306+00
307+00
308+00
309+00
310+00
311+00
379
380381
382
383384
385
WARNER
N/F
St. ALBANSCITY OF
N/F
WARNER
N/F
DRIVE, LLC.THREE LEMNAH
N/F
St. ALBANSCITY OF
N/F
INC.CV PROPERTIES,
N/F
------
82 230
N
VT S
TATE
PLANE
GRID
False Nort
hing: 0.0000
False East
ing: 1640416
.6667
Origin Latit
ude: 42°30'
00.0000"N
Central Mer
idian: 72°30
'00.0000"W
US Survey
Foot
Transverse
Mercator
NAD83 Vermo
nt State Pla
nes
VT83
3/4/2016
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
SCALE
20 400
IN FEET
MA
TC
HLIN
E ST
A. 3
11+
25
MA
TC
HLIN
E ST
A. 314+
75
57414_BDR_NU1_UT.dgn
D. M. PECK
ST. ALBANS
HPP 8000(17)
VHB 57414.00
C.J. HAKEYJ. D. SALADINO
GENERAL PLANS (6 OF 17)
12"
10"
10"
12"
10"
12"
10"
8"8"
8"
12"
8"
12"
12"
8"
12"
8"1 R
IS3 T
RANS &
W/LT., UP#3
ON TOPW/
STEEL PLATE
CONC. BLOCK MH
8"
& 3 RI
SW/3 T
RANS. LT.,
UP#2/65
T
8"
"RCP12
"CI
12
"RCP
30
"PVC6
"P
VC
8
"P
VC
4
"HDPE
12
"H
DP
E12
"HDPE
12|=381.1'
12"HDPE
(P245)
|=381.1'
12"HDPE
(P244)
383.88'
R=
|=379.6'
12"CI (P
248)
|=379.5'
12"RCP
(P247)
|=380.5'
8"PVC
(P246)
384.09'
R=
D
|=379.6'
30"RCP
(P249)
|=379.6'
12"CI (P
248)
384.31'
R=
|=380.9'
8"PVC
(P246)
|=380.9'
12"HDPE
(P245)
384.62'
R=
|=381.0'
12"HDPE
(P62)
384.92'
R=
S|=380
.7' 6"P
VC (P6
1)
|=381.0'
4"PVC
(P60)
385.54'
R=
S
135136
134
137
138
137A
R
312+00313+00
314+00
INDUSTRIAL PARKSt. ALBANS CITY OF
N/F
Approximate Exist. R.O.W.
Approximate Exist. R.O.W.
------
83 230
N
VT S
TATE
PLANE
GRID
False Nort
hing: 0.0000
False East
ing: 1640416
.6667
Origin Latit
ude: 42°30'
00.0000"N
Central Mer
idian: 72°30
'00.0000"W
US Survey
Foot
Transverse
Mercator
NAD83 Vermo
nt State Pla
nes
VT83
SCALE
20 400
IN FEET
3/4/2016
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
MA
TC
HLIN
E ST
A. 314+
75
MA
TC
HLIN
E ST
A. 4
03+
75
57414_BDR_NU1_UT.dgn
D. M. PECK
ST. ALBANS
HPP 8000(17)
VHB 57414.00
C.J. HAKEYJ. D. SALADINO
GENERAL PLANS (7 OF 17)
12"
12"
12"
12" 12"
1"
1"
12"
14"
12"
8"
UP#1
5 LT'S
W/TRANS &
UP#1
1/2
W/EM
UP#5A
GP#8.5
W/LT
/657
UP#9/5
(LOWER PIPES
ARE NOT V
ISIBLE)
4"
8"
8"
UP
4-1
"V
CP
15
"V
CP
15
"R
CP
12
"VCP8
"PVC6
"RCP12
"RCP
12
"R
CP
12
"PVC
12
|=379.5'
12"RCP
(P275)
382.96'
R=
"R
CP
12
"RCP12
|=380.7'
6"PVC
(P61)
|=381.0'
4"PVC
(P60)
385.54'
R=
|=381.4'
12"RCP
(P267)
385.59'
R=
D
D
|=373.8'
36"RCP
(P266)
|=379.6'
12"RCP
(P267)
|=373.8'
36"RCP
(P265)
385.88'
R=
|=382.7'
12"RCP
(P274)
385.90'
R=
SG
|=381.5'
12"RCP
(P271)
|=381.6'
12"RCP
(P270)
386.09'
R=
|=383.2'
12"PVC
(P272)
386.32'
R=
D
D
|=374.3'
36"RCP
(P265)
|=380.4'
6"PVC
(P273)
|=379.9'
12"PVC
(P272)
|=380.1'
12"RCP
(P271)
|=374.3'
30"RCP
(P264)
386.36'
R=
S
S
|=378.5'
15"VCP
(P235)
|=378.5'
15"VCP
(P234)
|=378.6'
8"VCP
(P233)
386.57'
R=
|=382.0'
12"RCP
(P270)
|=382.5'
12"RCP
(P269)
386.58'
R=
|=383.1'
12"RCP
(P269)
386.59'
R=
LO
WE
R
WE
LE
DE
N
ST.
ALLEN ST.
LEMNAH DR.
144
142
141
139
145
147149
148
140
150
146
143
2002
+00
2003
+00
2004
+00
2005
+00
315+00
316+00
317+00
402+00
403+00
CHARBONNEAU
N/F
St. ALBANS
CITY OF
N/F
St. ALBANS
CITY OF
N/F
INC.
CV PROPERTIES,
N/F
INC.
CV PROPERTIES,
N/F
St. ALBANS
CITY OF
N/F
*
N/F
MURPHY
N/F
Approxim
ate
Exist.
R.O.W.
Approxim
ate
Exist.
R.O.W.
Approximate Exist. R.O.W.
Approximate Exist. R.O.W.
Approximate Exist. R.O.W.
Approximate Exist. R.O.W.
Approxim
ate
Exist.
R.O.W.
Approxim
ate
Exist.
R.O.W.
------
84 230
N
VT S
TATE
PLANE
GRIDFalse N
orthing: 0.0000
False Easting:
1640416.6667
Origin Latitud
e: 42°30'00.000
0"N
Central Meridi
an: 72°30'00.00
00"W
US Survey Foot
Transverse M
ercator
NAD83 Vermont
State PlanesVT83
3/4/2016
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
SCALE
20 400
IN FEET
MA
TC
HLIN
E STA. 408+
50
MA
TC
HLIN
E ST
A. 4
03+
75
57414_BDR_NU1_UT.dgn
D. M. PECK
ST. ALBANS
HPP 8000(17)
VHB 57414.00
C.J. HAKEY
GENERAL PLANS (8 OF 17)
J. D. SALADINO
24"
24"24"
LT
W/TRANS & UP#3/
1
UP#4/2
W/LTUP#5/
40T
UP (OLD)
& EM UP 7,
W/LT
;386.06
C
A
B
UP#6
RISERUP#6A W/1
W/TRANSUP#6/
6
3"
3"
12"
10"
6"
"RCP30
"RCP21
"RCP21
"VCP12
"V
CP
8
"VCP
4
"R
CP
12
"VCP4
"CI
8
"P
VC
6
"R
CP
12
"R
CP
12
"R
CP
12
"RCP
12
"RCP
12
|=380.7' 12
"RCP (P277
)383.
03'R=
|=382.0' 8"
CI (P261
)383.
82'R=
|=381.5' 6"P
VC (P259
)384.
61'R=
DD
|=377.7' 21
"RCP (P263
)
|=378.3' 21
"RCP (P258
)384.
76'R=
|=381.4' 12"
RCP (P260
)384.
78'R=
|=381.5' 12"
RCP (P276
)384.
79'R=
|=382.4' 12
"RCP (P278
)384.
89'R=
|=381.9' 12"
RCP (P280
)
|=381.8' 12"
RCP (P279
)384.
92'R=
|=382.0' 12
"RCP (P279
)
|=382.0' 12
"RCP (P278
)384.
97'R=
|=376.4' 30
"RCP (P264
)
|=377.1' 21
"RCP (P263
)
|=379.3' 8"
CI (P261
)384.
97'R=
SS
|=380.3' 12
"VCP (P228
)|=380.
3' 8"VCP (
P230)
385.25'
R=
SS
|=380.9' 8"
VCP (P233
)|=381.0
' 4"VCP (
P232)
|=381.1' 4"V
CP (P231
)385.
95'R=
GM
GM
ALLEN ST.
ST
OW
EL
L S
T.
151
155
153
156159
157
158
154152
404+00
405+00
406+00
407+00
408+00
GODIN
N/F
BERTHIAUME
N/F
BANK AMERICA
N/F
LEWIS
N/F
PARTNERSHIP
HOUSING LIMITED
WILLARD MILL
N/F
CV PROPERTIES, INC.N/F
Approximate Exist. R.O.W.
Approximate Exist. R.O.W.
------
85 230
N
VT STATE P
LANE GRIDFalse Northing: 0.0000
False Easting: 16404
16.6667
Origin Latitude: 42°3
0'00.0000"N
Central Meridian: 72
°30'00.0000"W
US Survey FootTransverse Mercator
NAD83 Vermont State
PlanesVT83
3/4/2016
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
SCALE
20 400
IN FEET
MA
TC
HLIN
E STA. 408+
50
MA
TC
HLIN
E ST
A. 5
05+
25
MA
TC
HLIN
E ST
A. 4
13+
50
57414_BDR_NU1_UT.dgn
D. M. PECK
ST. ALBANS
HPP 8000(17)
VHB 57414.00
C.J. HAKEY
GENERAL PLANS (9 OF 17)
J. D. SALADINO
UP (OLD)
FP
GP#5
W/TRANS
UP#4/5
RIS
W/3 TRANS, 1 UP#5/40T/4
UP#9/5 W/LT
EM
UP 2A
UP 3
UP
4"
3"
16"
14"
4"
4"
4"
UP#8/5A
8"
A
B
F.F.E.=
389.8
0'
F.F.E.=
389.8
1'
F.F.E.=
389.7
4'
UG
E
UG
E
UG
E
"R
CP
10
"RCP21
"PVC4
"VCP6
"PVC6
"RCP
12
"R
CP
12
"PVC15
"PVC15
"PIP
E8
"CI4
|=381.0' 6"PVC (P250)384.53'R=
"PIP
E6
|=381.9' 12"RCP (P252)
|=382.9' 4"CI (P251)
384.70'R=
|=381.3' 15"PVC (P256)
|=381.4' 15"PVC (P255)
384.74'R=
|=381.3' 12"RCP (P257)
|=381.4' 15"PVC (P256)
384.80'R=
D
D
|=379.2' 21"RCP (P258)
|=379.2' 21"RCP (P254)
|=379.5' 10"RCP (P253)
384.81'R=
S
S
BC=WATER=
(NPV)
384.87'R=
D
D
|=379.5' 21"RCP (P254)
|=380.6' 12"RCP (P252)
384.92'R=
"CIP
3
|=380.8' 6"VCP (P224)|=382.7' 8"PI
PE (P223)385.43'R=
S
S
S
BC=
WATER=(NPV)
385.74'R=|=384.1' 6"PI
PE (P221)386.05'R=
|=383.5' 8"VCP (P218)
386.52'R=
S
S|=385.3' 3"CI
P (P222)386.57'R=
|=384.5' 6"PIPE (P221)
386.59'R=
EM
CHAIN LINK FENCE
END NEW FENCE
NECR
PAVE LIM
IT
GRAVEL DRIVE
MATCH EXISTINGBEGIN NEW FENCE
FENCEREMOVE/DISPOSE
CATHERINE ST.
ST
EB
BIN
S
ST.
MARKET ST.
ALLEN ST.
404
412
410
409
502
501
504
503
A9
R1
A4
A1 A2
A7
A6
A5
413
R2
405
411
406
407
408
421
420
A410
160500
+00
501
+00
502+00
503+00
504+00
505+00
409+00
410+00
411+00
412+00
413+00
LEWIS
N/F
#3 LLCBEVINS PROPERTY
N/F
CV PROPERTIES, INC.N/F
BLOUIN
N/F
PARTNERSHIPHOUSING LIMITED
WILLARD MILL N/F
LLC
T.M.L COMMERCIAL, N/F
& DEVELOPMENTCONSTRUCTION
T & M
N/F
COMMERCIAL, LLC
T.M.L.
N/F
St. ALBANS
CITY OF
N/F
Approximate Exist. R.O.W.
Approxim
ate
Exist.
R.O.W.
Approximate Exis
t. R.O.W.
Approximate Exis
t. R.O.W.
Approxim
ate
Exist.
R.O.W.
Approxim
ate
Exist.
R.O.W.
Approximate Exist. R.O.W.
------
86 230
N
VT STATE PLANE GRID
False Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83
3/4/2016
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
SCALE
20 400
IN FEET
MA
TC
HLIN
E ST
A. 6
03+
25
MA
TC
HLIN
E ST
A. 5
05+
25
MA
TC
HLIN
E ST
A. 4
13+
50
57414_BDR_NU1_UT.dgn
D. M. PECK
ST. ALBANS
HPP 8000(17)
VHB 57414.00
C.J. HAKEY
GENERAL PLANS (10 OF 17)
J. D. SALADINO
W/TRANS
#3-1
W/LIGHT
#40T 3
NEW
W/LIGHT
#31
W/LIGHT
#VZ6 1 3 2
1
UP TRANS
LIGHT
#2 W/
11
UP LP
W/TRANS
#1
& TRANS
W/LIGHT
NYNEX1
10"10" 12"
8" 10"
24"
24"
22"
24"
8"
12"
UP#3-1w/LIGHT
GUY
F.F.E.=389.57'
(HOOD)
(HOOD)
(NO FLOW)
3/5-1
UP
18" OAK 28" OAK 26" OAK
NO PARKING
"R
CP
12
"VCP
15"VCP15
"V
CP
12
"A
C15
"PIP
E12
"PIP
E12
"AC15
"CMP12
"AC15
"A
C12
"AC8
"PVC10
"VCP
6
"CMP
12
"H
DP
E12
"RCP8
"PIPE6
"A
C10
"CI
8
"VCP8
|=382.2' 10"AC (P550)
384.52'R=
|=379.9' 12"AC (P552)
|=380.2' 8"AC (P551)
384.54'R=
"PVC4
|=379.5' 12"CMP (P176)
|=381.3' 12"CMP (P175)
384.62'R=
|=381.8' 8"RCP (P174)
384.86'R=
|=381.2' 12"CMP (P175)
384.87'R=
GM
12"
"PIPE6
"PIPE6
|=382.2' 6"PIPE (P171)
385.14'R=
"R
CP
12
"RCP12
D|=378.3' 12"PIPE (P173)
|=378.3' 12"PIPE (P172)
385.62'R=
"RCP12
SG
S
|=376.2' 15"VCP (P162)
|=376.3' 15"VCP (P161)
|=376.6' 12"VCP (P160)
385.79'R=
S
|=375.7' 15"VCP (P159)
|=376.0' 15"VCP (P162)
|=375.9' 15"AC (P158)
385.81'R=
|=384.4' 4"PVC (P217)
386.32'R=
|=383.5' 8"VCP (P218)
386.52'R=
SS|=381.4' 6"PIPE (P220)
|=381.4' 6"PIPE (P219)
386.78'R=
GM
"PIPE6
EM
|=381.2' 12"HDPE (P169)
|=381.4' 12"HDPE (P168)
387.52'R=
|=378.6' 12"RCP (P543)
|=379.2' 12"RCP (P544)
387.55'R=
S
S
|=379.4' 15"AC (P157)
|=379.4' 15"AC (P148)
387.59'R=
CO GM
S
|=378.6' 15"AC (P158)
|=378.6' 15"AC (P157)
387.76'R=
D
|=383.6' 21"RCP (P180)
|=384.8' 12"RCP (P179)
|=384.7' 12"RCP (P178)
388.29'R=
T
|=387.0' 6"PIPE (P170)
388.51'R=
|=385.6' 12"RCP (P177)
388.62'R=
|=385.3' 12"RCP (P179)
|=384.7' 12"RCP (P177)
388.77'R=
GM
D
D
|=381.6' 12"HDPE (P168)
|=381.1' 10"PVC (P166)
|=383.0' 8"CI (P165)
389.55'R=
CO
D
|=384.8' 6"PIPE (P164)
|=384.8' 6"PIPE (P163)
390.28'R=
END NEW FENCE
PB
LA
KE S
T. (V
T 36)
CATHERINE ST.
MARKET ST.
FEDERAL ST.
402
401
A12
601
403
605
A22
A10
A11
S1
S2
R3
R4
A100
38
+00
39
+00
40
+00
41
+00
601+00
602+00603+00
506+00
507+00
414+00
415+00
MR3
MR2
MR1
CC
PB-1
EP
B-3
EP
B-1
EP
B-2
PB-2
S1
S2
PB-3
*
N/F
CV PROPERTIES, INC.
N/F
AMERICANADIAN, LLC
N/F
CV PROPERTIES, INC.
N/F
AMERICANADIAN, LLC
N/F
MARX 2, LLC
N/F
MARX 2, LLC
N/F
AMERICANADIAN, LLC
N/F
HOTEL, INC.
St. ALBANS
N/F
WHITE
N/F
St. ALBANS
CITY OF
N/F
Approxim
ate
Exist.
R.O.W.
Approxim
ate
Exist.
R.O.W.
Approximate Exist. R.O.W.
Approxiate Exist. R.O.W.
Approximate Exist. R.O.W.
Approxiate Exist. R.O.W.
Approxim
ate
Exist.
R.O.W.
Approxim
ate
Exist.
R.O.W.
------
87 230
N
VT STATE PLANE GRID
False Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83
3/4/2016
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
SCALE
20 400
IN FEET
MA
TC
HLIN
E ST
A. 6
03+
25
MA
TC
HLIN
E ST
A. 6
09+
25
57414_BDR_NU1_UT.dgn
D. M. PECK
ST. ALBANS
HPP 8000(17)
VHB 57414.00
C.J. HAKEY
GENERAL PLANS (11 OF 17)
J. D. SALADINO
& SIGN
W/LIGHT
#7 3
W/LIGHT
#9 5
#9B
UP
W/TRANS
#VZ 2
& TRANS
W/LIGHT
#5 2A
2" 2"
6" 2" 6" 2"
6"
8"
NO PIPES
(OLD)(NEW)
(NEW) (NEW) (NEW)
30"
"RCP
8
"RCP12 "RCP
24
"RCP12"RCP12"RCP12
"PIP
E8
"PIP
E12
"PIPE12
"PIP
E
8
"PIPE12
"V
CP
12
"VCP12
"R
CP
21
"PIP
E12
"R
CP
21
"V
CP
12
"VCP12
"V
CP
12
"VCP12
"PIP
E6
"RCP24
"RCP24
"RCP12
"PIP
E8
"RCP21
"VCP
6 "VCP
6
"RCP12
GM
S
"R
CP
12
"CI
6
"R
CP
12 "R
CP
12
"RCP24
"R
CP
12
"R
CP
12
"R
CP
12
|=378.6' 12"RCP (P543)
|=379.2' 12"RCP (P544)
387.55'R=
"R
CP
12
|=378.3' 12"RCP (P541)
|=378.3' 12"RCP (P542)
387.84'R=
|=378.4' 12"RCP (P542)
|=348.5' 12"RCP (P543)
387.84'R=
D
S
|=380.1' 15"AC (P148)
|=380.2' 12"PIPE (P155)
|=380.1' 8"PIPE (P152)
|=380.1' 12"PIPE (P147)
388.07'R=
|=383.6' 21"RCP (P180)
|=384.8' 12"RCP (P179)
|=384.7' 12"RCP (P178)
388.29'R=
"RCP12|=385.5' 12"RCP (P181)
388.82'R=
EM
"RCP12
S|=380.6' 12"PIPE (P155)
|=380.7' 8"PIPE (P154)
|=383.6' 8"PIPE (P153)
388.99'R=
|=385.6' 12"RCP (P182)
389.03'R=
S |=381.0' 8"PIPE (P152)
|=383.2' 6"PIPE (P151)
389.05'R=
|=385.5' 12"RCP (P284)
389.14'R=
D
S
|=380.8' 12"PIPE (P147)
|=380.8' 12"VCP (P150)
|=380.8' 12"PIPE (P146)
389.17'R=
|=383.2' 12"RCP (P285)
|=383.2' 12"RCP (P284)
389.38'R=
|=385.0' 12"RCP (P183)
|=385.3' 6"CI (P184)
389.43'R=
|=381.4' 21"RCP (P197)
|=384.0' 6"VCP (P196)
|=381.7' 21"RCP (P195)
|=384.2' 6"VCP (P194)
|=382.9' 12"VCP (P193)
389.63'R=
D
|=383.2' 24"RCP (P188)
|=383.2' 21"RCP (P180)
389.84'R=
S
S
|=381.1' 12"PIPE (P146)
|=381.3' 12"VCP (P135)
389.85'R=
T
|=386.8' 12"RCP (P189)
389.95'R=
EM
|=387.0' 12"RCP (P185)
390.03'R=|=387.3' 12"RCP (P186)
390.14'R=
|=386.4' 12"RCP (P198)
390.24'R=
D
|=381.9' 21"RCP (P195)
|=382.1' 24"RCP (P188)
|=382.1' 24"RCP (P187)
390.27'R=
S
|=381.5' 12"VCP (P150)
|=382.2' 12"VCP (P149)
390.54'R=
D
|=383.0' 24"RCP (P187)
|=384.0' 24"RCP (P207)
390.84'R=
S
|=381.6' 12"VCP (P135)
|=381.6' 12"PIPE (P145)
|=381.6' 12"VCP (P134)
390.85'R=
S
|=382.8' 12"PIPE (P145)
|=382.9' 12"VCP (P144)
391.03'R=
|=388.1' 12"RCP (P204)
391.11'R=
|=0.0' 24"RCP (P547)
|=0.0' 8"RCP (P546)
|=0.0' 12"RCP (P545)
391.34'R=
|=386.9' 12"RCP (P200)
|=387.0' 12"RCP (P199)
391.77'R=
|=388.9' 12"RCP (P199)
391.81'R=
S
AC
CE
SS
GA
RA
GE
PA
RKI
NG
FEDERAL ST.
CE
NT
ER
ST.
KIN
GM
AN
ST.
616
606
A14607
CURB BREAK ELEV. 390.72
CORE NEW
CONNECTION
BIORETENTION INVERT ELEV. 390.02
LANDSCAPE DRAIN ELEV. 390.55A13
612
613
611614
617
CURB BREAK ELEV. 392.02
BIORETENTION INVERT ELEV. 390.78
LANDSCAPE DRAIN ELEV. 391.53
REMOVE STRUCTURE
615
REHAB AS NEEDED
604+00 605+00 606+00 607+00 608+00 609+00
Approxiate Exist. R.O.W.
MESICK
N/F
MESICK
N/F
VUCKOVIC
N/F
VERMONT
STATE OF
N/F
CV PROPERTIES, INC.
N/FMAYNARD AUTO SUPPLY
N/F
HUNGERFORD
N/F
PIGNONA
N/F
DEMARINIS
N/F
CV PROPERTIES, INC.
N/F
ASSOCIATES
JOLLEY
N/F
ALBANS
CITY OF St.
N/F
ALBANS
CITY OF St.
N/F
Approxiate Exist. R.O.W. Approxiate
Exist.
R.O.W.
Approxiate
Exist.
R.O.W.
------
88 230
N
VT STATE PLANE GRID
False Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83
3/4/2016
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
SCALE
20 400
IN FEET
MA
TC
HLIN
E ST
A. 6
09+
25
MA
TC
HLIN
E ST
A. 6
14+
50
57414_BDR_NU1_UT.dgn
D. M. PECK
ST. ALBANS
HPP 8000(17)
VHB 57414.00
C.J. HAKEY
GENERAL PLANS (12 OF 17)
J. D. SALADINO
W/LIGHT
#15
W/TRANS
#14 9
#13 BA8
& TRANS
W/LIGHT
#11 BA 6
#FB 12 72"
12"
2" 4"
16"
6"
12"
12"
10" 10"
2"6"6"
2" 2"
MW
"PIP
E12
"VCP12 "VCP8
"PIP
E12
"PIP
E
8
"PVC18
"P
VC
18
"PIP
E8
"RCP18
"P
VC
6"R
CP
12
"R
CP
12
"RCP12
"RCP
12
"CI
12 "RCP
12
S
|=383.0' 12"VCP (P134)
|=383.0' 12"PIPE (P141)
|=383.3' 12"VCP (P133)
393.41'R=
SS|=386.6' 18"PVC (P209)
|=386.6' 18"PVC (P208)
393.47'R=
|=390.4' 12"RCP (P202)
|=390.6' 6"PVC (P203)
|=390.6' 12"RCP (P201)
393.55'R=
D
D
|=387.5' 24"RCP (P207)
|=389.1' 18"RCP (P206)
394.00'R=
|=390.9' 12"RCP (P201)
394.03'R=
S
S
|=383.8' 12"VCP (P133)
|=383.8' 12"PIPE (P140)
|=384.1' 8"VCP (P132)
394.24'R=
|=391.3' 12"RCP (P205)
394.34'R=D
|=389.8' 18"RCP (P206)
|=390.3' 12"RCP (P282)
|=390.1' 12"RCP (P205)
394.44'R=
S
S
|=385.8' 18"PVC (P210)
|=385.8' 18"PVC (P209)
394.49'R=
S
|=386.0' 12"PIPE (P140)
|=389.6' 8"PIPE (P139)
|=386.0' 8"PIPE (P137)
394.50'R=
EM
S
|=390.9' 12"RCP (P282)
|=391.0' 12"CI (P283)
|=391.6' 12"RCP (P281)
395.07'R=
D
EM
EM
D
EM
|=391.4' 12"CI (P283)
395.64'R=|=392.2' 12"RCP (P281)
395.65'R=
FEDERAL ST.
HU
DS
ON
ST.
HO
YT
ST.
HO
YT
ST.
EX
TE
NSIO
N
18"
D
12"
D
CURB BREAK ELEV. 394.35
619
620
BIORETENTION INVERT ELEV. 392.65
LANDSCAPE DRAIN ELEV. 393.46CURB BREAK ELEV. 393.70
BIORETENTION INVERT ELEV. 393.00
LANDSCAPE DRAIN ELEV. 393.81
CURB BREAK ELEV. 394.05
BIORETENTION INVERT ELEV. 393.34
LANDSCAPE DRAIN ELEV. 394.15CURB BREAK ELEV. 392.79
BIORETENTION INVERT ELEV. 391.76
LANDSCAPE DRAIN ELEV. 392.57
BIORETENTION INVERT ELEV. 393.70
LANDSCAPE DRAIN ELEV. 394.51
622 623
618621
610+00 611+00 612+00 613+00 614+00
Approxiate Exist. R.O.W.
Approxiate Exist. R.O.W.
CV PROPERTIES, INC.
N/F
TITAN PROPERTIES, LLC
N/F
C. BROWN, INC.
N/FC. BROWN, INC.
N/FC. BROWN, INC.
N/F
*
N/F
ASSOCIATES
JOLLEY
N/F
ASSOCIATES
JOLLEY
N/F
INC.
CV PROPERTIES,
N/F
Approxim
ate
Exist.
R.O.W.
Approxim
ate
Exist.
R.O.W.
------
89 230
N
VT STATE PLANE GRID
False Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83
3/4/2016
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
SCALE
20 400
IN FEET
MA
TC
HLIN
E ST
A. 6
14+
50
MA
TC
HLIN
E ST
A. 6
19+
75
57414_BDR_NU1_UT.dgn
D. M. PECK
ST. ALBANS
HPP 8000(17)
VHB 57414.00
C.J. HAKEY
GENERAL PLANS (13 OF 17)
J. D. SALADINO
W/LIGHT
#17
#18 13
W/TRANS
#16 11
CONC. WALK
18" 18"
2"
6"
2" 6" 4" 4" 2" 2"
16" 16" 28"
4" 4"
UP
1
UP
17-01
"VCP6
"PIP
E6
"VCP8
"VCP21
"VCP8
"PVC18
S
S
S
|=384.4' 6"VCP (P128)
|=384.4' 6"VCP (P130)
393.97'R=
|=385.8' 18"PVC (P210)
|=385.8' 18"PVC (P209)
394.49'R=
S
|=385.0' 8"VCP (P132)
|=385.0' 8"VCP (P131)
394.52'R=
S
|=385.5' 8"VCP (P131)
|=385.5' 8"VCP (P215)
394.56'R=
S
|=385.3' 21"VCP (P211)
|=385.3' 18"PVC (P210)
395.00'R=
MB
MB
EM E
M
EMEM
EM
FEDERAL ST.
CURB BREAK ELEV. 394.72
BIORETENTION INVERT ELEV. 393.93
LANDSCAPE DRAIN ELEV. 394.74
CURB BREAK ELEV. 394.75
BIORETENTION INVERT ELEV. 393.71
LANDSCAPE DRAIN ELEV. 394.52
CURB BREAK ELEV. 394.59
CURB BREAK ELEV. 394.46
BIORETENTION INVERT ELEV. 393.21
LANDSCAPE DRAIN ELEV. 394.02
CURB BREAK ELEV. 393.88
624
625
626
627
615+00 616+00 617+00 618+00 619+00
GIROUX
N/F
GRIFFIN
N/F
MAGOON
N/F
CHAMBERLAIN
N/FWILSON
N/FCARR
N/F
CREAMERY
COOPERATIVE
St. ALBANS
N/F
ASSOCIATES
BETH-EL COURT
N/F
Approximate Exist. R.O.W.
Approximate Exist. R.O.W.
------
90 230
N
VT STATE PLANE GRID
False Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83
3/4/2016
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
SCALE
20 400
IN FEET
MA
TC
HLIN
E ST
A. 6
25+
50
57414_BDR_NU1_UT.dgn
D. M. PECK
ST. ALBANS
HPP 8000(17)
VHB 57414.00
C.J. HAKEY
GENERAL PLANS (14 OF 17)
MA
TC
HLIN
E T
O
619+
75
J. D. SALADINO
W/LIGHT
#21 16
W/TRANS
#22 17
& TRANS
W/LIGHT
#19 14 #20 15
W/LIGHT
#19A
W/LIGHT
#1
40"
6"
2-24"
6"
12" 12" 12" 12"
4"
6"
6"
6"
12" 36"
20"
6"6"
6" 6" 6" 6" 6" 6" 6" 6"
6"
6"
(6")
"VCP6
"VCP6
"AC12
"CMP
8
EMG
M
"VCP21
"V
CP
21
|=383.6' 15"PIPE (P124)
|=383.9' 12"AC (P127)
389.96'R=
GM
EM
|=384.8' 12"AC (P127)
|=385.1' 8"CMP (P125)
390.69'R=
S
|=382.6' 6"VCP (P243)
390.86'R=
MB
MB
S
S |=391.9' 21"VCP (P213)
|=391.9' 21"VCP (P212)
393.04'R=
EM
|=384.1' 21"VCP (P212)
|=385.3' 6"PIPE (P214)
|=384.1' 21"VCP (P211)
393.67'R=
GM
EM
FEDERAL ST.
AL
DIS S
T.
628
629
631
BIORETENTION INVERT ELEV. 392.35
LANDSCAPE DRAIN ELEV. 393.16
CURB BREAK ELEV. 393.05
BIORETENTION INVERT ELEV. 392.12
LANDSCAPE DRAIN ELEV. 392.93
630
CURB BREAK ELEV. 392.23
BIORETENTION INVERT ELEV. 391.12
LANDSCAPE DRAIN ELEV. 391.93
632
633
634
635
CURB BREAK ELEV. 391.34
BIORETENTION INVERT ELEV. 390.10
LANDSCAPE DRAIN ELEV. 390.91 CURB BREAK ELEV. 390.80
637
636
620+00 621+00 622+00 623+00 624+00 625+00
12'
WID
E E
AS
EM
EN
T
RAYMOND
N/F
St. PIERE
N/F
VUCKOVIC
N/F
SAMPSON
N/F
CARR
N/F
ASSOCIATES
BETH-EL COURT
N/F
RILEY
N/F
RAYMOND
N/F
RAYMOND
N/F
WOOD
N/F
BAILEY
N/F
Approximate Exist. R.O.W.
Approximate Exist. R.O.W.
------
91 230
N
VT STATE PLANE GRID
False Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83
3/4/2016
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
SCALE
20 400
IN FEET
MA
TC
HLIN
E ST
A. 6
25+
50
MA
TC
HLIN
E ST
A. 6
30+
25
57414_BDR_NU1_UT.dgn
D. M. PECK
ST. ALBANS
HPP 8000(17)
VHB 57414.00
C.J. HAKEY
GENERAL PLANS (15 OF 17)
J. D. SALADINO
EM
& TRANS
W/LIGHT
#25 20
#24 19
& TRANS
W/LIGHT
#23 18
42"
6"
4" 6" 6"
4"
12"
6"
6"
12"
6"
8" 4"
24"
32"
12" 8"
40"
"VCP12
"AC18
"VCP12
"PIPE15
EM
|=382.3' 18"AC (P123)
|=382.6' 15"PIPE (P124)
388.68'R=
S
|=382.5' 12"VCP (P115)
|=382.6' 12"VCP (P121)
389.36'R=
EMEM
GM
GM
EM
GM
FEDERAL ST.
639
638
641
642
BIORETENTION INVERT ELEV. 389.53
LANDSCAPE DRAIN ELEV. 390.34
640644
643
647
648
626+00 627+00 628+00 629+00630+00
St. ALBANS
CITY OF
N/F
HODGDON
N/F
MACHIA
N/F
RAYMOND
N/F
LEROU
N/F
MESSIER
N/F
MASSEY
N/F
BOUCHARD
N/FLANGLAIS
N/FHARVEY
N/F
HEMOND
N/F
HEMOND
N/FMcMAHON
N/F
BILODEAU
N/FBILODEAU
N/F
MACHIA
N/F
MESSIER
N/F
Approximate Exist. R.O.W.
Approximate Exist. R.O.W.
3/4/2016
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
------
92 230
N
VT ST
ATE P
LA
NE
GRID
False
Northin
g: 0.00
00
False
Easting
: 164041
6.6667
Origin La
titude:
42°30'
00.000
0"N
Central Me
ridian: 72
°30'00.00
00"W
US Sur
vey Fo
ot
Transv
erse M
ercator
NAD83
Vermon
t State
Planes
VT83
SCALE
20 400
IN FEET
MATCHLIN
E ST
A. 63
0+25
MA
TC
HLIN
E ST
A. 805+
75
57414_BDR_NU1_UT.dgn
D. M. PECK
ST. ALBANS
HPP 8000(17)
VHB 57414.00
C.J. HAKEY
GENERAL PLANS (16 OF 17)
J. D. SALADINO
#4
A
UP
W/ LIG
HT
#25
B
#4
25T 7
A
#7
W/ LIG
HT
#8 8
#10
#25
A 21
12"
4"
6"
4"
4"
2"X6 EL
M
10"
4"
10"
6"W
10"
8"
(18"A
C)
(12"CI)
"RCP 48
"RCP 48
"PVC8
"PVC 12
"RCP 36
"RCP
18
"PVC
4
"PIPE18
"CI12
"PIPE 18
"CIP
12
"CIP 12
"PIPE 18
SS
380.2
9'
R=
"A
C18
D
|=369.8'
48"R
CP (P
98)
|=376.4'
18"R
CP (P
100)
|=369.8'
48"R
CP (P
97)
|=378.2'
12"CI (P
94)
381.9
0'
R=
|=376.5'
18"R
CP (P
100)
382.1
9'
R=
SS
|=376.3'
12"P
VC (P
119)
|=376.4'
18"PIP
E (P
118)
|=376.4'
12"CIP (P
113)
|=376.4'
8"P
VC (P
112)
|=377.1'
4"P
VC (P
111)
382.2
8'
R=
"CIP 12
|=378.9'
12"CI (P
94)
383.3
4'
R=
"CI4
"CI
12
"RCP 36
SS
|=378.8'
18"PIP
E (P
118)
|=378.8'
18"PIP
E (P
117)
386.4
5'
R=
D
|=372.8'
48"R
CP (P
97)
|=374.1'
36"R
CP (P
96)
386.6
4'
R=
|=380.2'
18"A
C (P
106)
|=380.2'
18"A
C (P
123)
388.2
0'
R=
S
|=379.3'
18"PIP
E (P
117)
|=379.3'
12"CIP (P
120)
|=379.3'
18"PIP
E (P
116)
388.5
3'
R=
S
|=385.1'
4"CI (P
122)
388.6
6'
R=
|=385.6'
12"CI (P
105)
388.6
7'
R=
SS|=
382.7'
12"CIP (P
113)
|=382.8'
12"CIP (P
114)
388.7
3'
R=
SS
|=379.6'
18"PIP
E (P
116)
|=379.6'
12"V
CP (P
115)
388.9
7'
R=
S
D
|=376.7'
36"R
CP (P
96)
|=383.6'
12"CI (P
105)
|=380.0'
18"A
C (P
106)
|=377.7'
36"R
CP (P
95)
389.2
7'
R=
"CI12
EM
"CI
12|=
389.6'
12"CI (P
90)
394.9
2'
R=
|=391.9'
12"CI (P
93)
395.0
6'
R=
D
|=391.7'
36"R
CP (P
95)
|=391.4'
12"CI (P
93)
|=388.0'
12"CI (P
90)
|=391.4'
42"R
CP (P
84)
398.1
3'
R=
FE
DE
RA
L S
T.
(VT 38)LOWER NEWTON ST.
12"
D
12" D12" D
12" D
12"D
646
645
650
651
052
649
049
048
047
050
051
045
046
054
053
800+00
801+00
802+00
803+00
804+00 805+00
631
+00
632
+00
MR3
S1
MR2
MR1
CC
BROWNN/F
LASHWAYN/F SMITH
N/F
BAILEYN/F
N/F
CV PROPERTIESN/F
INC.SAXON INDUSTRIES,
N/F
ASSOCIATESSt. ALBANS
N/F
GA
MA
CH
EN/F
N/F
N/F
ASSOCIATESSt. ALBANS
N/F
CITY OF St. ALBANSN/F
Approximate Exist. R.O.W.
Approximate Exist. R.O.W.
Approxim
ate
Exist.
R.O.W.
Approxim
ate
Exist.
R.O.W.
Approximate Exist. R.O.W.
Approximate Exist. R.O.W.
------
93 230
N
VT ST
ATE P
LA
NE
GRID
False
Northin
g: 0.00
00
False
Easting
: 164041
6.6667
Origin La
titude:
42°30'
00.000
0"N
Central Me
ridian: 72
°30'00.00
00"W
US Sur
vey Fo
ot
Transv
erse M
ercator
NAD83
Vermon
t State
Planes
VT83
3/4/2016
DESIGNED BY:
PROJECT LEADER: DRAWN BY:
PLOT DATE:
CHECKED BY:
PROJECT NAME:
PROJECT NUMBER:
FILE NAME:
SHEET OF
SCALE
20 400
IN FEET
MA
TC
HLIN
E ST
A. 805+
75
57414_BDR_NU1_UT.dgn
D. M. PECK
ST. ALBANS
HPP 8000(17)
VHB 57414.00
C.J. HAKEY
GENERAL PLANSS (17 OF 17)
J. D. SALADINO
EM
GM
GM
UP
UF 1
W/ LIG
HT
#12 2 15
#11 14
FIR
E B
OX
W/ LIG
HT
&
#13 16
#2 2
UP LP 3
A
#3 3
4"
18"
16"&4.2"
16"
24"
2"
8"
12"
16"
14"
12"
16"
24"
4"
18"
24"
20"
24"
32"
24"
12"
12"
6"
24"
6"
14"
24"
12"
10"
18"
24"
10"
24"
12"
8"
8"
42"
6"
24"
4"X4
4"
SE
WER?
"RCP 42
GM
EM
"RCP 42
"R
CP
24
"R
CP
24
EM
"PIPE 15
"PIP
E15
"R
CP
24
"R
CP
24
"PIP
E
15
GM
D
|=405.0'
42"R
CP (P
84)
|=405.9'
42"R
CP (P
83)
418.1
9'
R=
CO
"RCP21
12"
"CI
12
"P
VC
12
"CI 12
"PIP
E12
"PIPE
12
GM
D
|=414.6'
15"PIP
E (P
89)
|=415.2'
15"PIP
E (P
87)
|=414.7'
15"PIP
E (P
85)
423.6
7'
R=
"RCP21
|=420.9'
12"P
VC (P
88)
424.3
2'
R=
D
|=413.6'
24"R
CP (P
80)
|=420.5'
12"CI (P
79)
|=414.4'
24"R
CP (P
75)
424.5
7'
R=
|=414.4'
24"R
CP (P
82)
|=414.4'
24"R
CP (P
81)
|=420.7'
12"CI (P
74)
|=414.6'
21"R
CP (P
72)
424.6
5'
R=
D
D
|=413.0'
42"R
CP (P
83)
|=413.4'
24"R
CP (P
82)
|=413.3'
24"R
CP (P
80)
424.6
8'
R=
|=421.4'
12"PIP
E (P
66)
424.9
4'
R=
|=420.9'
12"CI (P
74)
424.9
4'
R=
"PIPE12
|=421.4'
12"CI (P
79)
425.0
8'
R=
"PIP
E12
|=421.5'
12"PIP
E (P
77)
425.2
5'
R=
D
|=423.1'
21"R
CP (P
72)
|=423.9'
12"PIP
E (P
71)
|=423.2'
21"R
CP (P
73)
|=424.2'
12"PIP
E (P
67)
428.2
9'
R=
|=424.8'
12"PIP
E (P
67)
428.8
2'
R=
|=424.9'
12"PIP
E (P
71)
429.0
3'
R=
N. M
AIN S
T. (U
S 7)
LOWER NEWTON ST. (VT 38)
STATION 809+34
HPP 8000(17)
END PROJECT
NEWTON RD.UPP
ER
806+00807+00
808+00
809+00
1002
+00
1003
+00
1004
+00
1005
+00
MR2
CCM
R1
S1
S2
LAWTONN/F
PA
TTE
EN/F
DA
ND
UR
AN
DN/F
MO
RRIL
LN/F
N/F
TR
US
TC
HA
BO
T F
AMIL
Y
N/F
CO
RB
EIL
N/F
CO
RB
EIL
N/F
CO
RB
EIL
N/F
BRUNELLEN/F
Approximate Exist. R.O.W.
Approximate Exist. R.O.W.
Approxim
ate
Exist.
R.O.W.
Approxim
ate
Exist.
R.O.W.
Approxim
ate
Exist.
R.O.W.
Approxim
ate
Exist.
R.O.W.