100+10.00 - 103+00.00

FROM STA. TO STA.

4" YELLOW LINE (D0UBLE)

AT STA. 101+97 TO STA. 102+48 RT.

THE FOUR (4)GRANITE POSTS LOCATED

THE CONTRACTOR SHALL NOT DISTURB

NOTE:

RETAIN

R 16.0’

100+10.00 RT - 103+00.00 RT

100+10.00 LT - 103+00.00 LT

FROM STA. TO STA.

4" WHITE LINE

100+10.00 - 100+60.00

FROM STA. TO STA.

COLD PLANING, BITUMINOUS PAVEMENT

101+63.00 LT (WIDTH 10’)

CONSTRUCT DRIVE (GRAVEL)

R 16.0’

BARN

GUY

WIRE

BM#1

ALDERS

ALDERS

GRAVEL

DRIVE

SIGN

HCTRL

COMB

7/59.9

COMB 7

GARAGE HOUSE

STONE POSTS

NAIL IN POLE COMB #7

ELEV. 601.89

B.M. #1

18" CMP

EXISTING R.O.W.

EXISTING R.O.W.

EXISTING R.O.W.

EXISTING R.O.W.

100+00 101+00 102+00 103+00

100+00.00

POB

ANC.

12’

12’

ANC.

STA. 101+35.00

BEGIN PROJECT

STA. 100+10.00

BEGIN APPROACH

SOUTH TO BARNARD

VT ROUTE 12N 12°12’28.68" E

N

VT STATE P

LANE GRID

N

VT STATE P

LANE GRID

SCALE 1" = 20’-0"

20 0 20

MA

TC

H

LIN

E S

TA. 10

3+00.0

0

31-AUG-2011

DESIGNED BY:

PROJECT LEADER: DRAWN BY:

PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF11 64

BETHEL

sc002bdr.dgn

M. EVANS-MONGEON

U. STANLEY

G. ROKES

U. STANLEY

LAYOUT SHEET 1

BHF 0241 (30)

SHEET MODEL "LAYOUT 1"

7

77

HH

4D

b

Y

HH

D

STA. 106+31.00 RT 18’(GREEN)

STA. 106+25.00 LT 18’(BLUE)

STA. 104+15.00 RT 18’(BLUE)

STA. 103+88.00 LT 18’(GREEN)

DELINEATOR WITH STEEL POST

105+89.08 - 106+18.50 RT

105+78.17 - 106+07.58 LT

104+39.78 - 104+69.20 RT

104+28.79 - 104+58.29 LT

FROM STA. TO STA.

GALVANIZED NETC 2 RAIL

GUARDRAIL APPROACH SECTION,

104+69.20 - 105+89.08 RT

104+58.29 - 105+78.17 LT

FROM STA. TO STA.

BRIDGE RAILING, GALVANIZED NETC 2 RAIL

INDICATED.

ALL TIMES. THE FLOW OF DITCH IS AS

DITCH TO BE FREE OF OBSTRUCTIONS AT

THIS INCLUDES THE PIPES OVER FLOW

FLOWING AT ALL PHASES OF THE PROJECT.

STA. 104+23.00 (58.0 RT)TO BE FREE

FROM STA. 103+92.00 (61.0 RT)TO

WATER OVER FLOW PIPE AND SUMP LINE;

THE CONTRACTOR WILL ALLOW THE WELL

NOTE:

103+00.00 - 108+00.00

FROM STA. TO STA.

4" YELLOW LINE (DOUBLE)

L

EXISTING BRIDGE DATA

SIMPLE SPAN WITH CONCRETE DECK

YEAR BUILT: 1939

CLEAR SPAN: 58 FT.

VERTICAL CLEARANCE: 9.5 FT.

WATERWAY OF FULL OPENING: 440 SQ. FT.

EXISTING BRIDGE RAIL: TEMPORARY CONCRETE BARRIER

R 16.0’R 16.0’

105+73.00 - 105+86.00 RT

105+51.00 - 105+63.00 LT

104+47.00 - 104+89.00 RT

103+73.00 - 104+67.00 LT

FROM STA. TO STA.

REMOVAL AND DISPOSAL OF GUARDRAIL

106+37.00 RT

106+28.00 LT

104+20.00 RT

103+85.00 LT

ANCHOR FOR STEEL BEAM RAIL VT 12

103+28.50 RT (WIDTH 12’)

CONSTRUCT DRIVE (GRAVEL)

106+18.50 - 106+42.30 RT

106+07.58 - 106+28.22 LT

104+15.42 - 104+39.78 RT

103+80.00 - 104+28.79 LT

FROM STA. TO STA.

STEEL BEAM GUARDRAIL, GAVANIZED VT 12

103+00.00 RT - 108+00.00 RT

103+00.00 LT - 108+00.00 LT

FROM STA. TO STA.

4" WHITE LINE

103+89.10 34.93 RT

103+49.93 24.65 RT

STA. OFFSET

TRANSPLANTING SHRUBS

HOUSE

WELL

GUY

WIRE

SHRUB

S.POP

S.ELM

S.POP

LOCUST CREEK

MM 0120/

1404/0100

WOODS

GRAVEL

DRIVE

HCTRL

HCTRL

HCTRL

COMB 1/2/59-6

COMB6/4/9-7

9

D

4

D

(TRANSPLANT)

LILAC

(TRANSPLANT)

SHRUB

SUMP LINE

WATEROVER FLOW

12" CPEP

EXISTING ROW

EXISTING ROW EXISTING R.O.W.

EXISTING R.O.W.

103+00 104+00 105+00 106+00 107+00 108+00

200

+00

200

+65

400+00

402+75

402+00

401+00

ANC.

ANC.

12’

RETIRE

RETIRE

14’

12’

ANC.

TEMPORARY DETOUR LIMITS

(TYP.)

TEMPORARY DETOUR C

STA 104+62.87

BEGIN BRIDGE

STA 105+83.42

END BRIDGE

~ = 55.000°

CHANNEL STA 401+00.00

MAINLINE STA 105+90.00=

N 12°12’28.68" E

AT 90°(RIGHT)

AND DRIVE 200+00.00

VT 12 STA.103+28.50

DRIVE INTERSECTION

N

VT STATE P

LANE GRID

SCALE 1" = 20’-0"

20 0 20

MA

TC

H

LIN

E S

TA. 10

3+00.0

0

MA

TC

H

LIN

E S

TA. 10

8+00.0

0

12 64

BETHEL

sc002bdr.dgn

M. EVANS-MONGEON

U. STANLEY

G. ROKES

U. STANLEY

LAYOUT SHEET 2

31-AUG-2011

DESIGNED BY:

PROJECT LEADER: DRAWN BY:

PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

BHF 0241 (30)

SHEET MODEL "LAYOUT 2"

b

YY

H

HH

b

YY

H

H

H

V

b

108+00.00 - 109+50.00

FROM STA. TO STA.

4" YELLOW LINE (DOUBLE)

MA

TC

H

LI

NE

ST

A. 108

+00.00

108+00.00 RT - 109+50.00 RT

108+00.00 LT - 109+50.00 LT

FROM STA. TO STA.

4" WHITE LINE

M.PINEBM#2

SIGN

SIGN

2-MM

HCTRL

EXISTING

GUARD RAILCOMB 3/5

D

EXISTING R.O.W.

EXISTING R.O.W.

EXISTING R.O.W.

EXISTING R.O.W.

B.M. #2

NAIL IN M.PINE

EL=590.621

CONCRETE

BOUND

IP

CONCRETE

BOUND

B

108+00 109+00 109+84

109

+84.25

PO

E

ANC.

12’

NEW P.B.

STATION 108+25.00

END PROJECT STATION 109+50.00

END APPROACH

N 12°12’28.68" E

VT ROUTE 107

NORTH TO BETHEL/

VT ROUTE 12

N

VT STATE P

LANE GRID

SCALE 1" = 20’-0"

20 0 20

13 64

BETHEL

sc002bdr.dgn

M. EVANS-MONGEON

U. STANLEY

G. ROKES

U. STANLEY

LAYOUT SHEET 3

31-AUG-2011

DESIGNED BY:

PROJECT LEADER: DRAWN BY:

PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

BHF 0241 (30)

SHEET MODEL "LAYOUT 3"

77 HH

7

b

S2

YY

YY