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.




------

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:


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


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:


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


D. M. PECK

ST. ALBANS

HPP 8000(17)

VHB 57414.00



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.


Approxim

ate

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:


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


D. M. PECK

ST. ALBANS

HPP 8000(17)

VHB 57414.00



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



------

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:


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


D. M. PECK

ST. ALBANS

HPP 8000(17)

VHB 57414.00



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:


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


D. M. PECK

ST. ALBANS

HPP 8000(17)

VHB 57414.00



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



------

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:


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


D. M. PECK

ST. ALBANS

HPP 8000(17)

VHB 57414.00



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.





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:


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


D. M. PECK

ST. ALBANS

HPP 8000(17)

VHB 57414.00

C.J. HAKEY


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



------

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:


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


D. M. PECK

ST. ALBANS

HPP 8000(17)

VHB 57414.00

C.J. HAKEY


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


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.


------

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:


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


D. M. PECK

ST. ALBANS

HPP 8000(17)

VHB 57414.00

C.J. HAKEY


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.


Approxiate Exist. R.O.W.



Approxim

ate

Exist.

R.O.W.

Approxim

ate

Exist.

R.O.W.

------

87 230

N

VT STATE PLANE GRID


3/4/2016

DESIGNED 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


D. M. PECK

ST. ALBANS

HPP 8000(17)

VHB 57414.00

C.J. HAKEY


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



LANDSCAPE DRAIN ELEV. 391.53

REMOVE STRUCTURE

615

REHAB AS NEEDED

604+00 605+00 606+00 607+00 608+00 609+00


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


3/4/2016

DESIGNED 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


D. M. PECK

ST. ALBANS

HPP 8000(17)

VHB 57414.00

C.J. HAKEY


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


619

620


LANDSCAPE DRAIN ELEV. 393.46CURB BREAK ELEV. 393.70





LANDSCAPE DRAIN ELEV. 394.15CURB BREAK ELEV. 392.79





622 623

618621

610+00 611+00 612+00 613+00 614+00



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


3/4/2016

DESIGNED 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


D. M. PECK

ST. ALBANS

HPP 8000(17)

VHB 57414.00

C.J. HAKEY


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.












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



------

90 230

N

VT STATE PLANE GRID


3/4/2016

DESIGNED 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


D. M. PECK

ST. ALBANS

HPP 8000(17)

VHB 57414.00

C.J. HAKEY


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






630




632

633

634

635



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



------

91 230

N

VT STATE PLANE GRID


3/4/2016

DESIGNED 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


D. M. PECK

ST. ALBANS

HPP 8000(17)

VHB 57414.00

C.J. HAKEY


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



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



3/4/2016

DESIGNED 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


D. M. PECK

ST. ALBANS

HPP 8000(17)

VHB 57414.00

C.J. HAKEY


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



Approxim

ate

Exist.

R.O.W.

Approxim

ate

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:


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


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



Approxim

ate

Exist.

R.O.W.

Approxim

ate

Exist.

R.O.W.

Approxim

ate

Exist.

R.O.W.

Approxim

ate

Exist.

R.O.W.

pcross

Typewritten Text

Is part of signal mast arm missing?

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...

Documents