PROPOSED IMPROVEMENT BRIDGE PROJECT TOWN … · r a l v e r m o n t r y. f a s fas b30 p bethel municipal forest west bethel bethel municipal forest bethel d d u u u place logo and

BHF 0241(38)

BHF 0241 (38)

BETHEL

STA 276+00.00

STA 287+74.00

STA 294+25.00

STA 284+09.00

COUNTY OF WINDSORTOWN OF BETHEL

PROJECT LOCATION:

PROJECT DESCRIPTION:

LENGTH OF ROADWAY:

LENGTH OF PROJECT:

LENGTH OF STRUCTURE:

FL

OW

BR

OO

K

BETHEL

PLANS PREPARED BY

VT R

OUTE 12

MARK SARGENT

BEGIN APPROACH

END APPROACH

END PROJECT

GIL

EA

D

TO B

ETHE

L

VT ROUTE 12

TO RANDOLPH

END BRIDGE

NAVD 88 FT

SPC(4400 VT) 5FT

NAD 83(1996)

GIL

EA

D

BR

OO

KR

OA

D

ROAD

ROUTE NO : VT ROUTE 12, RURAL MAJOR COLLECTOR, BRIDGE 38

SPRING HOLLOW

VSE, INC.

11/04/2012

VT R

OU

TE

12

GILEADBROOKROAD

APPROXIMATELY 4.04 MILES NORTH OF THE INTERSECTION OF VT ROUTE 12 AND VT ROUTE 107

80 800

SCALE 1" = 80'-0"

1625.00 FEET

1260.00 FEET

365.00 FEET

2

27

279+00

280+00 2

81+00282+00 283+00 284+00 285+00 286+00 287+00 288+00 289+00 290+00

291+00S 6+00

S 7+00

G 2+00

BEGIN PROJECT

(MM 5.246)

STA 277+00.00

294+00

END APPROACH

BEGIN APPROACH

(MM 5.554)

STA 293+25.00

292+00

293+00

277+

00278

+00

BEGIN BRIDGE

VT ROUTE 12

AG

EN

CY

OF

TN

OM

R

EV

RT

AT

O

N

OP

S

NA

RT

N

WEST RELATED ROADWAY WORK AND INCIDENTAL ITEMS

REMOVAL OF EXISTING BRIDGE AND CONSTRUCTION OF A BRIDGE ON ALIGNMENT SHIFTED

B8

B40

B42

B29

B3

B32

B44

B2

B41

B31

Brook

BrookGilead

StoddardBk.

THIR

DB

RA

NC

H

CE

NT

RAL

VE

RM

ON

T

RY.

FA

S

FAS

B30

P

BETHEL

MUNICIPAL

FOREST

WestBethel

BETHEL

MUNICIPAL

FOREST

BETHEL

D

D

U

U

U

80 800

SCALE 1" = 80'-0"

80 800

SCALE 1" = 80'-0"

80 800

SCALE 1" = 80'-0"

80 800

SCALE 1" = 80'-0"

80 800

SCALE 1" = 80'-0"

PLACE LOGO AND P.E. STAMP INSIDE THIS BOX (AGENCY CONSULTANT USE ONLY - OTHERS TOGGLE THIS BOX OFF)

NUA 1+00SUA 1+00

JANUARY 16, 2017

PERMITTING PLANS

VERM ONT

FREEDOM ANDUNITY

CANADA

ORLEANSESSEX

WASHIN

GTON

LAMOILLE

FRANKLIN

GR

AN

D IS

LE

ADDISON

CHIT

TENDEN

ORANGE

CA

LE

DO

NIA

WIN

DS

OR

RUTLAND

BE

NNIN

GT

ON

WINDHAM

N

VT

ST

AT

E P

LA

NE

GRID

APPROVED DATE

SHEET 1 OF SHEETS

DATUM

VERTICAL

HORIZONTAL

SURVEYED DATE :

SURVEYED BY :

PROJECT MANAGER :

PROJECT NAME :

PROJECT NUMBER :

NEW YORK

State of

MASSACHUSETTS

Commonwealth of

NEW HAMPSHIRE

State of

BRIDGE PROJECT

PROPOSED IMPROVEMENT

AGENCY OF TRANSPORTATION

STATE OF VERMONT

QUALITY ASSURANCE PROGRAM : LEVEL

PLACE LOGO AND P.E. STAMP INSIDE THIS BOX (AGENCY CONSULTANT USE ONLY - OTHERS TOGGLE THIS BOX OFF)

PLANS.

SPECIAL PROVISIONS AS ARE INCORPORATED IN THESE

REVISIONS AND SUCH REVISED SPECIFICATIONS AND

FOR USE ON THIS PROJECT, INCLUDING ALL SUBSEQUENT

FEDERAL HIGHWAY ADMINISTRATION ON JULY 20, 201 1

FOR CONSTRUCTION DATED 201 1, AS APPROVED BY THE

WITH THESE PLANS AND THE STANDARD SPECIFICATIONS

CONSTRUCTION IS TO BE CARRIED ON IN ACCORDANCE

DIRECTOR OF PROJECT DELIVERY

S. HICKEY

A. KIRBYM. SARGENT

D. GOZALKOWSKI

2EXISTING LAYOUT SHEET 1

12/6/2016z10c216bdr_cgp_ex.dgn

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PROJECT LEADER: DRAWN BY:

PLOT DATE:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

V:\

Projects\

AN

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K2\23825\

CA

DD\_

MS

TN\10

C216\

Per

mitting\

CG

P 3-9015

Per

mit

Application\

Attach

ment 4\z10c216bdr_cgp_ex.d

gn

BHF 0241(38)

BETHEL

28

CHECKED BY:

640

640

650

650

650

650

660

660

660

660

660

670

670

670

670

670

670

680

680

680 680

680

680

680

680

690

690690

690

690

690

690690

690

690

690

690

690

700

700

700

MA

TC

H

LIN

E S

TA 282

+25,

SE

E

NE

XT

SH

EE

T

SE

E

NE

XT

SH

EE

T

MA

TC

H

LIN

E S

TA

S 5+75,

K = 0.49

HIGH ERODIBILITY

25%-60% SLOPES

WINDSOR LOAMY FINE SAND

K = 0.37

MEDIUM ERODIBILITY

0%-3% SLOPES

AGAWAM FINE SANDY LOAM

K = 0.24

LOW ERODIBILITY

0%-3% SLOPES, OCCASIONALLY FLOODED

PODUNK FINE SANDY LOAM

K = 0.20

HIGH ERODIBILITY

15%-25% SLOPES, ROCKY

VERSHIRE-DUMMERSTON COMPLEX

VT ROUT

E 12

TO BETH

EL

VT ROUTE 12

(SPRING HOLLOW ROAD)

TH-84

GARY & LISA

ALEXANDER,

N/F

AMBULANCE, INC.

WHITE RIVER VALLEY

BRENDA T.

WASHBURN, MARK S. &

DAVIS, RICHARD A.

DAVIS, RICHARD A.

P

L

P

L

P

L

P

L

EXIST

ING R.O

.W.

EXIST

ING R.O

.W.

EXISTING R.O.W.

EXISTING R.O.W.

TOWN OF BETHEL

279+00

280+00

281+00282+00

278+00

277+0

0

VT ROUT

E 12

TO BETH

EL

VT ROUTE 12


TH-84

NVT STATE PLANE GRID

MA

TC

H

LIN

E S

TA 282

+25,

SE

E

NE

XT

SH

EE

T

SE

E

NE

XT

SH

EE

T

MA

TC

H

LIN

E S

TA

S 5+75,

SCALE 1" = 20'-0"

20 0 20

S. HICKEY

A. KIRBYM. SARGENT

D. GOZALKOWSKI



5323

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PLOT DATE:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

V:\

Projects\

AN

Y\

K2\23825\

CA

DD\_

MS

TN\10

C216\

Per

mitting\

CG

P 3-9015

Per

mit

Application\

Attach


gn

BHF 0241(38)

BETHEL

28

CHECKED BY:

640

640

640

640

640

640

640

640

650

650

650

650

650

650

650

650

650

650

650

650

660

660

660

660

660

660

660

660

660

660

670

670

670

670

670

670

670 670

670

670

680

680

680

680

680

680

680

680

680

680 680

680

680

680

690

690

690

700

700

700

K = 0.49

HIGH ERODIBILITY

25%-60% SLOPES

WINDSOR LOAMY FINE SAND

K = 0.24

LOW ERODIBILITY



K = 0.37

MEDIUM ERODIBILITY

0%-3% SLOPES

AGAWAM FINE SANDY LOAM

K = 0.20

HIGH ERODIBILITY

25%-50% SLOPES

HINCKLEY SANDY LOAM

K = 0.24

LOW ERODIBILITY



BROOK

GILE

AD

MM 5.336 = STA 281+75.00

SPRING HOLLOW ROAD

TH-84


TH-84

VT ROUTE 12


TH-84

DAVIS, RICHARD A.

REYNOLDS, BARBARA A.

BARBARA A.

REYNOLDS,

BETHEL

TOWN OF

RICHARD A.

DAVIS,

P

L

P

L

EXISTING R.O.W.

EXISTING R.O.W.

EXISTING R.O.W.

EXISTING R.O.W.

.W.

O.R

NW

OT

GNI

TSI

XE

.W.

O.R

NW

OT

GNI

TSI

XE

TOWN OF BETHEL

TOWN OF BETHEL

283+00284+00

285+00286+00

287+00288+00

BROOK

GILE

AD

MM 5.336 = STA 281+75.00

SPRING HOLLOW ROAD

TH-84


TH-84

VT ROUTE 12


TH-84


MA

TC

H

LIN

E S

TA 282

+25,

SE

E P

RE

VIO

US

SH

EE

T

SE

E P

RE

VIO

US S

HE

ET

MA

TC

H

LIN

E S

TA

S 5+75,

MA

TC

H

LIN

E S

TA 288

+25,

SE

E

NE

XT

SH

EE

T

SCALE 1" = 20'-0"

20 0 20

S. HICKEY

A. KIRBYM. SARGENT

D. GOZALKOWSKI



5323

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PLOT DATE:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

V:\

Projects\

AN

Y\

K2\23825\

CA

DD\_

MS

TN\10

C216\

Per

mitting\

CG

P 3-9015

Per

mit

Application\

Attach


gn

BHF 0241(38)

BETHEL

28

CHECKED BY:

660

660

660

660

670

670

670

680

680

680

690

690

690

690

690

700

700

700

700

700

710

710

710

710

710

710

720

720

720

720

730

730

730

730

740

740

740

750

750

750

K = 0.20

HIGH ERODIBILITY

25%-50% SLOPES

HINCKLEY SANDY LOAM

K = 0.32

MEDIUM ERODIBILITY

8%-15% SLOPES

BUCKLAND LOAM

MM 5.525 = STA 291+72.59

GILEAD BROOK ROAD

TH-7

(GIL

EA

D

BR

OO

K

RO

AD)

TH-7

VT ROUTE 12

VT ROUTE 12

TO RANDOLPH

CHRIST CHURCH PARISH

& BARBARA

WRIGHT, CLARENCE

& BARBARA

WRIGHT, CLARENCE


BARBARA A.

REYNOLDS,

BETHEL

TOWN OF

P

L

P

L

EXIS

TIN

G T

OW

N R.O.W.

EXIS

TIN

G T

OW

N R.O.W.

EXISTING R.O.W.

EXISTING R.O.W.

EXISTING R.O.W.

EXISTING R.O.W.

289+00

290+00

291+00

292+00

293+00

294+00

G 2+00

PRIVATE WELL

MM 5.525 = STA 291+72.59

GILEAD BROOK ROAD

TH-7

(GIL

EA

D

BR

OO

K

RO

AD)

TH-7

VT ROUTE 12

VT ROUTE 12

TO RANDOLPH


MA

TC

H

LIN

E S

TA 288

+25, S

EE P

RE

VIO

US

SH

EE

T

SCALE 1" = 20'-0"

20 0 20

S. HICKEY

A. KIRBY

PROPOSED LAYOUT SHEET 1

D. GOZALKOWSKI

D. GOZALKOWSKI

5

12/6/2016z10c216bdr_cgp_prop.dgn

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PROJECT NUMBER:

FILE NAME:

SHEET OF

V:\

Projects\

AN

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K2\23825\

CA

DD\_

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TN\10

C216\

Per

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CG

P 3-9015

Per

mit

Application\

Attach

ment 4\z10c216bdr_cgp_prop.d

gn

BHF 0241(38)

BETHEL

28

CHECKED BY:

MA

TC

H

LIN

E S

TA 282

+25,

SE

E

NE

XT

SH

EE

T

SE

E

NE

XT

SH

EE

T

MA

TC

H

LIN

E S

TA

S 5+75,

STORMWATER DISCHARGE

IMPERVIOUS TO BE REMOVED = 3235 SF (THIS SHEET)

NON-JURISDICTIONAL REDEVELOPMENT = 12556 SF (THIS SHEET)

GARY & LISA

ALEXANDER,

N/F

AMBULANCE, INC.

WHITE RIVER VALLEY

BRENDA T.

WASHBURN, MARK S. &

DAVIS, RICHARD A.

P

L

P

L

P

L

P

L

EXIST

ING R.O

.W.

EXIST

ING R.O

.W.

EXISTING R.O.W.

EXISTING R.O.W.

TOWN OF BETHEL

NORTHBO

UNDSOUT

HBOUND

EDGE OF

SHOULDER

EDGE OF

SHOULDER

VT ROU

TE 12

6'-6"

15'-9"

8'-0"4'-0"

4'-0"8'-0"

STA 280+75.00

STA 279+25.00

VT ROU

TE 12

TO BET

HEL

STA 276+00.00

STA 277+00.00

EDGE OF TR

AVEL LANE

EDGE OF TR

AVEL LANE

BEGIN PROJECT

END APPROACH

AREA

PLANS (TYP)

GRAVEL PARKING

SEE UTILITY

4'-0"

11'-0"

11'-0"

4'-0"

4'-0"

11'-0"

11'-0"

4'-0"

279+00

280+00

281+00282+00

ST

A 275+96.0

9

PC

STA 281+75.00 VT 12 =

STA S 5+00.00 TH-84

PI STA S 5+35.42 AHD.

PI STA S 5+42.84 BK.=

278+00

277+0

0

STA S 5+10.24

PC

2'-1"

11'-6"

11'-1"

1'-8"

PI S

TA 279

+45.5

6

AH

D.

PI S

TA 279

+52.7

0

BK.=

)D

AO

R

WO

LL

OH

GNI

RP

S(

48

-H

T

STA S 5+37.26 TH-84 =

STA S 5+68.01

PT

S1

CURVE

44'29"E

56'26"E

ACCESS

BEGIN SOUTH UTILITY

STA SUA 0+00.00

GUIDE POSTS (TYP)

STA 276+85.00, LT

(OPTION ITEM)

CULVERT

NEW 18" X 30'

GRADE TO DRAIN

BEGIN GRASS CHANNEL LT & RT

BEGIN APPROACH

END GRASS CHANNEL RT

STA 281+57.004' GRASS CHANNEL

(TYP)

ELEV=633.48'

H&T-USDA NRCS T

BM BM. #4160

MA

TC

H

LIN

E S

TA 282

+25,

SE

E

NE

XT

SH

EE

T


SE

E

NE

XT

SH

EE

T

MA

TC

H

LIN

E S

TA

S 5+75,

SCALE 1" = 20'-0"

20 0 20

LEGEND


EXPANSION = 7715 SF (THIS SHEET)



S. HICKEY

A. KIRBY


D. GOZALKOWSKI

6

D. GOZALKOWSKI


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PROJECT NUMBER:

FILE NAME:

SHEET OF

V:\

Projects\

AN

Y\

K2\23825\

CA

DD\_

MS

TN\10

C216\

Per

mitting\

CG

P 3-9015

Per

mit

Application\

Attach


gn

BHF 0241(38)

BETHEL

28

CHECKED BY:

MA

TC

H

LIN

E S

TA 282

+25,

SE

E P

RE

VIO

US

SH

EE

T

MA

TC

H

LIN

E S

TA 288

+25,

SE

E

NE

XT

SH

EE

T

SE

E P

RE

VIO

US S

HE

ET

MA

TC

H

LIN

E S

TA

S 5+75,

STA 285+19.50

STA 286+63.50

C BEARINGL

C BEARINGL




EXPANSION SUMMARY

LAYOUT SHEET 1 TOTAL = 12556 SF






REDEVELOPMENT TOTAL = 25653 SF EXPANSION TOTAL = 31578 SF

(LESS THAN 1 ACRE)

NON-JURISDICTIONAL REDEVELOPMENT SUMMARY


IMPERVIOUS TO BE REMOVED SUMMARY



IMPERVIOUS TO BE REMOVED TOTAL = 16341 SF


DAVIS, RICHARD A.


BARBARA A.

REYNOLDS,

BETHEL

TOWN OF

RICHARD A.

DAVIS,

P

L

P

L

EXISTING R.O.W.

EXISTING R.O.W.

EXISTING R.O.W.

EXISTING R.O.W.

.W.

O.R

NW

OT

GNI

TSI

XE

.W.

O.R

NW

OT

GNI

TSI

XE

TOWN OF BETHEL

TOWN OF BETHEL

SOUTHBOUND

NORTHBOUNDVT ROUTE 12

10'-0"

10'-0"

END BRIDGE

STA 287+74.00

10'-0"

4'-6"

4'-0"

4'-0"

11'-0"

11'-0"

5'-0"

11'-0"

5'-0"

11'-0"

5'-0"

11'-0"

11'-0"

5'-0"

BEGIN BRIDGE

STA 284+09.00

FACE OF GUARDRAIL

EDGE OF TRAVEL LANE

EDGE OF TRAVEL LANE

STA 283+06.00

STA 284+47.00

CHANNEL LINE

EXISTING BRIDGE

TO BE REMOVED

SEE UTILITY

PLANS (TYP)

4'-0"

11'-0"

11'-0"

4'-0"

EXISTING R.C.D.I. W/GRATE

STRUCTURE EXCAVATION

TO BE REMOVED WITH THE

283+00284+00

285+00286+00

287+00288+00

CURVE S2

ST

A 283

+02.18

PT

S 6+00

S 8+00STA S 8+15.08

POE

STA S 7+77.87

PT

ST

A

S 6+63.2

4

PC

ST

A 12+92.72

PI

ST

A 288

+22.7

4

PC

FACE OF GUARDRAIL

BY OTHERS

HOUSE TO BE REMOVED

DELTA = 45 42'37" LT

STA 12+49.70 CHANNEL

STA 285+69.68 VT 12 =

PI STA S 6+98.95 AHD.

PI STA S 7+42.15 BK.=

ST

A 11+

00.0

0POB

STA 13+50.00

POE

NUA 2+00

SUA 1+00SUA 2+00

WO

LL

OH

GNI

RP

S(

12'-0"

SOUTH UTILITY ACCESS

S1

CURVE

STA SUA 2+31.26

ACCESS

END SOUTH UTILITYSTA NUA 2+36.38

ACCESS

END NORTH UTILITY

(OPTION ITEM)

NEW 18" X 32' CULVERT

GRATE TYPE D @ INLET

NEW 4' X 4' PRCC DI W/

STA 283+65.00, RT

(OPTION ITEM)

CULVERT

NEW 24" X 106'

STA S 5+77.00

GUIDE POSTS (TYP)BEGIN DRY SWALE

STA 283+87.00

END DRY SWALE

END GRASS CHANNEL

4' GRASS CHANNEL

2' DRY SWALE

PROPOSED DRIVE

APPROXIMATE LOCATION

DISCHARGE POINT

S/N 002

DISCHARGE POINT

S/N 001

BROOK

GILE

AD

MM 5.336 = STA 281+75.00

SPRING HOLLOW ROAD

TH-84

DISK B01006 - ELEV=700.61

BM. #8


TH-84

MA

TC

H

LIN

E S

TA 282

+25,

SE

E P

RE

VIO

US

SH

EE

T

MA

TC

H

LIN

E S

TA 288

+25,

SE

E

NE

XT

SH

EE

T

N

VT STATE PLANE GRIDS

EE P

RE

VIO

US S

HE

ET

MA

TC

H

LIN

E S

TA

S 5+75,

SCALE 1" = 20'-0"

20 0 20

STA 285+19.50

STA 286+63.50

C BEARINGL

C BEARINGL

LEGENDLEGEND




EXPANSION SUMMARY







REDEVELOPMENT TOTAL = 25653 SF EXPANSION TOTAL = 31578 SF

(LESS THAN 1 ACRE)

NON-JURISDICTIONAL REDEVELOPMENT SUMMARY


IMPERVIOUS TO BE REMOVED SUMMARY



IMPERVIOUS TO BE REMOVED TOTAL = 16341 SF


S. HICKEY

A. KIRBY


D. GOZALKOWSKI

7

D. GOZALKOWSKI


5323

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PROJECT NUMBER:

FILE NAME:

SHEET OF

V:\

Projects\

AN

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K2\23825\

CA

DD\_

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TN\10

C216\

Per

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CG

P 3-9015

Per

mit

Application\

Attach


gn

BHF 0241(38)

BETHEL

28

CHECKED BY:

CHRIST CHURCH PARISH

& BARBARA

WRIGHT, CLARENCE

& BARBARA

WRIGHT, CLARENCE


BARBARA A.

REYNOLDS,

BETHEL

TOWN OF

P

L

P

L

EXIS

TIN

G T

OW

N R.O.W.

EXIS

TIN

G T

OW

N R.O.W.

EXISTING R.O.W.

EXISTING R.O.W.

EXISTING R.O.W.

EXISTING R.O.W.

NORTHBOUND

SOUTHBOUND

VT ROUTE 12

4'-0"

11'-0"

4'-0"

11'-0"

10'10'

4'-0"

4'-0"

11'-0"

11'-0"

10'10'

FACE OF GUARDRAIL

STA 293+25.00

EDGE OF TRAVEL LANE

EDGE OF TRAVEL LANE

BEGIN APPROACH

END PROJECT

END APPROACHSTA G 2+50.00

BEGIN APPROACHSTA G 2+00.00

END APPROACH

STA 294+25.00

SEE UTILITY

PLANS (TYP)289+00

290+00

291+00

292+00

293+00

294+00

ST

A 292+67.4

8

PT

STA G 2+08.82

PT

STA G 1+49.38

PCPI STA G 1+79.09 AHD.

PI STA G 1+79.11 BK.=

ST

A 288

+22.7

4

PC

STA G 1+00.00 TH-7

STA 291+72.59 VT 12 =

1'-2"

12'-4"

10'-11"

1'-8"

FACE OF GUARDRAIL

G 2+00

PI S

TA 290

+40.9

5

AH

D.

PI S

TA 290

+49.2

6

BK.=

VT ROUTE 12

TO RANDOLPH

NUA 1+00

STA 289+63.08 VT 12 =

12'-0"

UTILITY ACCESSNORTH

GUIDE POSTS (TYP)

BEGIN NORTH UTILITY ACCESS

STA NUA 0+00.00

PRIVATE WELL

(GIL

EA

D

BR

OO

K

RO

AD)

TH-7

RRSIR - ELEV=723.04'

BM. #5519

MA

TC

H

LIN

E S

TA 288

+25, S

EE P

RE

VIO

US

SH

EE

T


SCALE 1" = 20'-0"

20 0 20

LEGENDLEGEND





S. HICKEY

A. KIRBYM. SARGENT

D. GOZALKOWSKI

DETAIL LAYOUT SHEET 1 8

12/6/2016z10c216bdr_cpg_det.dgn

5323

12/6/2016

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

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=

DESIGNED BY:


PLOT DATE:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

V:\

Projects\

AN

Y\

K2\23825\

CA

DD\_

MS

TN\10

C216\

Per

mitting\

CG

P 3-9015

Per

mit

Application\

Attach

ment 4\z10c216bdr_cpg_det.d

gn

BHF 0241(38)

BETHEL

28

CHECKED BY:

MA

TC

H

LIN

E S

TA 282

+25,

SE

E

NE

XT

SH

EE

T

SE

E

NE

XT

SH

EE

T

MA

TC

H

LIN

E S

TA

S 5+75,

NORTHBO

UNDSOUT

HBOUND

EDGE OF

SHOULDER

EDGE OF

SHOULDER

VT ROU

TE 12

6'-6"

15'-9"

8'-0"4'-0"

4'-0"8'-0"

STA 280+75.00

STA 279+25.00

VT ROU

TE 12

TO BET

HEL

STA 276+00.00

STA 277+00.00

EDGE OF TR

AVEL LANE

EDGE OF TR

AVEL LANE

BEGIN PROJECT

END APPROACH

AREA

GRAVEL PARKING

4'-0"

11'-0"

11'-0"

4'-0"

4'-0"

11'-0"

11'-0"

4'-0"

279+00

280+00

281+00282+00

278+00

277+0

0

2'-1"

11'-6"

11'-1"

1'-8"

)D

AO

R

WO

LL

OH

GNI

RP

S(

48

-H

T

GRADE TO DRAIN

BEGIN GRASS CHANNEL LT & RT

BEGIN APPROACH

END GRASS CHANNEL RT

STA 281+57.004' GRASS CHANNEL

(TYP)

ELEV=633.48'

H&T-USDA NRCS T

BM BM. #4160

MA

TC

H

LIN

E S

TA 282

+25,

SE

E

NE

XT

SH

EE

T

N

VT STATE PLANE GRID

SE

E

NE

XT

SH

EE

T

MA

TC

H

LIN

E S

TA

S 5+75,

SCALE 1" = 20'-0"

20 0 20

S. HICKEY

A. KIRBYM. SARGENT

D. GOZALKOWSKI

9DETAIL LAYOUT SHEET 2


5323

12/6/2016

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

DESIGNED BY:


PLOT DATE:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

V:\

Projects\

AN

Y\

K2\23825\

CA

DD\_

MS

TN\10

C216\

Per

mitting\

CG

P 3-9015

Per

mit

Application\

Attach


gn

BHF 0241(38)

BETHEL

28

CHECKED BY:

MA

TC

H

LIN

E S

TA 282

+25,

SE

E P

RE

VIO

US

SH

EE

T

MA

TC

H

LIN

E S

TA 288

+25,

SE

E

NE

XT

SH

EE

T

SE

E P

RE

VIO

US S

HE

ET

MA

TC

H

LIN

E S

TA

S 5+75,

STA 285+19.50

STA 286+63.50

C BEARINGL

C BEARINGL

BETHEL

TOWN OF

DISCHARGE POINT

S/N 002

DISCHARGE POINT

S/N 001

SOUTHBOUND

NORTHBOUNDVT ROUTE 12

10'-0"

10'-0"

END BRIDGE

STA 287+74.00

10'-0"

4'-6"

4'-0"

4'-0"

11'-0"

11'-0"

5'-0"

11'-0"

5'-0"

11'-0"

5'-0"

11'-0"

11'-0"

5'-0"

BEGIN BRIDGE

STA 284+09.00

FACE OF GUARDRAIL

EDGE OF TRAVEL LANE

EDGE OF TRAVEL LANE

STA 283+06.00

STA 284+47.00

EXISTING BRIDGE

TO BE REMOVED

4'-0"

11'-0"

11'-0"

4'-0"

283+00284+00

285+00286+00

287+00288+00

12+00

13+00

S 6+00

S 8+00

FACE OF GUARDRAIL

BY OTHERS

HOUSE TO BE REMOVED

NUA 2+00

SUA 1+00SUA 2+00

WO

LL

OH

GNI

RP

S(

12'-0"


BEGIN DRY SWALE

STA 283+87.00

END DRY SWALE

END GRASS CHANNEL

4' GRASS CHANNEL

2' DRY SWALE

PROPOSED DRIVE

APPROXIMATE LOCATION

BROOK

GILE

AD

MM 5.336 = STA 281+75.00

SPRING HOLLOW ROAD

TH-84

DISK B01006 - ELEV=700.61

BM. #8


TH-84

MA

TC

H

LIN

E S

TA 282

+25,

SE

E P

RE

VIO

US

SH

EE

T

MA

TC

H

LIN

E S

TA 288

+25,

SE

E

NE

XT

SH

EE

T

N

VT STATE PLANE GRIDS

EE P

RE

VIO

US S

HE

ET

MA

TC

H

LIN

E S

TA

S 5+75,

SCALE 1" = 20'-0"

20 0 20

STA 285+19.50

STA 286+63.50

C BEARINGL

C BEARINGL

BETHEL

TOWN OF

10

S. HICKEY

A. KIRBYM. SARGENT

D. GOZALKOWSKI

DETAIL LAYOUT SHEET 3


5323

12/6/2016

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

DESIGNED BY:


PLOT DATE:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

V:\

Projects\

AN

Y\

K2\23825\

CA

DD\_

MS

TN\10

C216\

Per

mitting\

CG

P 3-9015

Per

mit

Application\

Attach


gn

BHF 0241(38)

BETHEL

28

CHECKED BY:

NORTHBOUND

SOUTHBOUND

VT ROUTE 12

4'-0"

11'-0"

4'-0"

11'-0"

10'10'

4'-0"

4'-0"

11'-0"

11'-0"

10'10'

FACE OF GUARDRAIL

STA 293+25.00

EDGE OF TRAVEL LANE

EDGE OF TRAVEL LANE

BEGIN APPROACH

END PROJECT

END APPROACHSTA G 2+50.00

BEGIN APPROACHSTA G 2+00.00

END APPROACH

STA 294+25.00

289+00

290+00

291+00

292+00

293+00

294+00

1'-2"

12'-4"

10'-11"

1'-8"

FACE OF GUARDRAIL

G 2+00

VT ROUTE 12

TO RANDOLPH

NUA 1+00

12'-0"

UTILITY ACCESSNORTH

PRIVATE WELL

(GIL

EA

D

BR

OO

K

RO

AD)

TH-7

RRSIR - ELEV=723.04'

BM. #5519

MA

TC

H

LIN

E S

TA 288

+25, S

EE P

RE

VIO

US

SH

EE

T


SCALE 1" = 20'-0"

20 0 20

11MISCELLANEOUS DETAIL SHEET

EXISTING GROUND

DRY SWALE DETAIL

4' WIDTH

1:2 1:2

2'-6" PERMEABLE SOIL

6" GRAVEL

NOT TO SCALE

4' WIDTH

1:2

1:21:2

EXISTING GROUND

GRASS CHANNEL DETAIL

VARIE

S

4' WIDTH

(SEE PLANS)

12/6/2016z10c216mdt.dgn

5323

12/6/2016

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

DESIGNED BY:


PLOT DATE:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

V:\

Projects\

AN

Y\

K2\23825\

CA

DD\_

MS

TN\10

C216\

Per

mitting\

CG

P 3-9015

Per

mit

Application\

Attach

ment 4\z10c216

mdt.d

gn

BHF 0241(38)

BETHEL

89

CHECKED BY:

12

M. SARGENT

S. HICKEY

A. KIRBY

CROSS SECTION SHEET 1

SCALE

10 200

IN FEET

D. GOZALKOWSKI

12/6/2016z10c216xs_cgp.dgn

5323

12/6/2016

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

DESIGNED BY:


PLOT DATE:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

V:\

Projects\

AN

Y\

K2\23825\

CA

DD\_

MS

TN\10

C216\

Per

mitting\

CG

P 3-9015

Per

mit

Application\

Attach

ment 4\z10c216xs_cgp.d

gn

BHF 0241(38)

BETHEL

89

CHECKED BY:

INV. 689.23INV. 687.97

0.005 0.033

0.027

0.0420.030

INV. 689.23INV. 687.97

INV. 689.23INV. 687.97

INV. 689.23INV. 687.97

0.005 0.033

0.027

0.020 0.042

0.020 0.050

INV. 689.23INV. 687.97

0.005 0.033

0.027

0.0420.030

INV. 689.23INV. 687.97

INV. 689.23INV. 687.97

INV. 689.23

ELEV. 693.10

INV. 687.97

0.005

0.027 -0.042

0.020 0.042 -0.047-0.060

0.020 0.050 -0.050 -0.060

670

680

690

700

710

720

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

276+00

670

680

690

700

710

720

670

680

690

700

710

720

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

276+50

670

680

690

700

710

720

670

680

690

700

710

720

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

276+82

670

680

690

700

710

720

670

680

690

700

710

720

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

277+00

670

680

690

700

710

720

1:2

F.G. = 696.81

F.G. = 696.27

F.G. = 695.71

F.G. = 695.33

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

-0.060 -0.060

ELEV. 691.81

DITCH

PROPOSED

DITCH

PROPOSED

ELEV. 695.23

ELEV. 693.45 ELEV. 693.79

ELEV. 694.89

ELEV. 692.52INV. 693.19

1:2

1:2

1:2

1:2

1:2

1:2

1:2

1:2

1:4

1:21:2

13

M. SARGENT

S. HICKEY

A. KIRBY


SCALE

10 200

IN FEET

D. GOZALKOWSKI

12/6/2016z10c216xs_cgp.dgn

5323

12/6/2016

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

DESIGNED BY:


PLOT DATE:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

V:\

Projects\

AN

Y\

K2\23825\

CA

DD\_

MS

TN\10

C216\

Per

mitting\

CG

P 3-9015

Per

mit

Application\

Attach


gn

BHF 0241(38)

BETHEL

89

CHECKED BY:

INV. 687.88INV. 686.62

INV. 685.01INV. 686.27

INV. 683.45

INV. 682.95INV. 683.04

INV. 684.67

INV. 687.88INV. 686.62

INV. 685.01INV. 686.27

INV. 683.45

INV. 682.95INV. 683.04

INV. 684.67

INV. 687.88INV. 686.62

INV. 685.01INV. 686.27

INV. 683.45

INV. 682.95INV. 683.04

INV. 684.67

INV. 687.88INV. 686.62

INV. 685.01INV. 686.27

INV. 683.45

INV. 682.95INV. 683.04

INV. 684.67

INV. 687.88INV. 686.62

INV. 685.01INV. 686.27

INV. 683.45

INV. 682.95INV. 683.04

INV. 684.67

INV. 687.88INV. 686.62

INV. 685.01INV. 686.27

INV. 683.45

INV. 682.95INV. 683.04

INV. 684.67

INV. 687.88INV. 686.62

INV. 685.01INV. 686.27

INV. 683.45

INV. 682.95INV. 683.04

INV. 684.67

ELEV. 692.09

ELEV. 691.07

ELEV. 688.04

ELEV. 689.56

INV. 687.88INV. 686.62

INV. 685.01INV. 686.27

INV. 683.45

INV. 682.95INV. 683.04

INV. 684.67

660

670

680

690

700

710

720

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

277+50

660

670

680

690

700

710

720

670

680

690

700

710

720

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

278+00

670

680

690

700

710

720

670

680

690

700

710

720

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

278+50

670

680

690

700

710

720

670

680

690

700

710

720

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

279+00

670

680

690

700

710

720

1:2

1:3

1:2

1:3

1:2

1:2

1:4

1:4

1:4

1:4

0.050 -0.050

0.050 -0.050

0.050 -0.050

0.050 -0.050

F.G. = 693.97

F.G. = 692.37

F.G. = 690.76

F.G. = 689.16

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

-0.020-0.060

-0.020-0.060

-0.020-0.060

-0.020-0.0601:4

DITCH

PROPOSED

ELEV. 690.32

ELEV. 688.58

ELEV. 686.60

ELEV. 684.63

DITCH

PROPOSED

1:2

1:2

1:2

1:2

1:2

1:2

1:2

1:2

1:2

14

M. SARGENT

S. HICKEY

A. KIRBY


SCALE

10 200

IN FEET

D. GOZALKOWSKI

12/6/2016z10c216xs_cgp.dgn

5323

12/6/2016

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

DESIGNED BY:


PLOT DATE:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

V:\

Projects\

AN

Y\

K2\23825\

CA

DD\_

MS

TN\10

C216\

Per

mitting\

CG

P 3-9015

Per

mit

Application\

Attach


gn

BHF 0241(38)

BETHEL

89

CHECKED BY:

AREA

GRAVEL PARKING

INV. 682.45INV. 681.53

INV. 680.91

INV. 680.41

INV. 679.91INV. 680.95

INV. 681.45

INV. 681.95

AREA

GRAVEL PARKING

INV. 682.45INV. 681.53

INV. 680.91

INV. 680.41

INV. 679.91INV. 680.95

INV. 681.45

INV. 681.95

AREA

GRAVEL PARKING

INV. 682.45INV. 681.53

INV. 680.91

INV. 680.41

INV. 679.91INV. 680.95

INV. 681.45

INV. 681.95

AREA

GRAVEL PARKING

INV. 682.45INV. 681.53

INV. 680.91

INV. 680.41

INV. 679.91INV. 680.95

INV. 681.45

INV. 681.95

AREA

GRAVEL PARKING

INV. 682.45INV. 681.53

INV. 680.91

INV. 680.41

INV. 679.91INV. 680.95

INV. 681.45

INV. 681.95

AREA

GRAVEL PARKING

INV. 682.45INV. 681.53

INV. 680.91

INV. 680.41

INV. 679.91INV. 680.95

INV. 681.45

INV. 681.95

GRAVEL PARKING

AREA

AREA

GRAVEL PARKING

INV. 682.45INV. 681.53

INV. 680.91

INV. 680.41

INV. 679.91INV. 680.95

INV. 681.45

INV. 681.95

ELEV. 686.53

ELEV. 684.00

GRAVEL PARKING

AREA

ELEV. 685.01

AREA

GRAVEL PARKING

ELEV. 682.99

INV. 682.45INV. 681.53

INV. 680.91

INV. 680.41

INV. 679.91INV. 680.95

INV. 681.45

INV. 681.95

DITCH

PROPOSED

660

670

680

690

700

710

720

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

279+50

660

670

680

690

700

710

720

660

670

680

690

700

710

720

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

280+00

660

670

680

690

700

710

720

660

670

680

690

700

710

720

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

280+50

660

670

680

690

700

710

720

660

670

680

690

700

710

720

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

281+00

660

670

680

690

700

710

720

1:2

1:2

-0.0601:4

1:2

-0.020

1:2

-0.0601:

3

1:3

-0.050

-0.050

0.050 -0.050

0.050 -0.050

0.050

0.050

1:41:4

1:4

F.G. = 687.64

F.G. = 686.40

F.G. = 685.43

F.G. = 684.75

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

-0.020-0.060-0.020

-0.020-0.060 -0.020

-0.020-0.060

-0.020-0.060

1:4

1:3

ELEV. 682.88

ELEV. 681.40

ELEV. 679.94

ELEV. 679.31

DITCH

PROPOSED

1:2

1:2

1:2

1:21:2

1:2

1:2

1:2

15

M. SARGENT

S. HICKEY

A. KIRBY


SCALE

10 200

IN FEET

D. GOZALKOWSKI

12/6/2016z10c216xs_cgp.dgn

5323

12/6/2016

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

DESIGNED BY:


PLOT DATE:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

V:\

Projects\

AN

Y\

K2\23825\

CA

DD\_

MS

TN\10

C216\

Per

mitting\

CG

P 3-9015

Per

mit

Application\

Attach


gn

BHF 0241(38)

BETHEL

89

CHECKED BY:

INV. 679.41

INV. 678.91

INV. 678.41 INV. 680.19

INV. 677.91

UD-3 OUTLET

INV. 680.45

INV 680.69

INV. 679.41

INV. 678.91

INV. 678.41 INV. 680.19

INV. 677.91

UD-3 OUTLET

INV. 680.45

INV 680.69

INV. 679.41

INV. 678.91

INV. 678.41 INV. 680.19

INV. 677.91

UD-3 OUTLET

INV. 680.45

INV 680.69

INV. 679.41

INV. 678.91

INV. 678.41 INV. 680.19

INV. 677.91

UD-3 OUTLET

INV. 680.45

INV 680.69

INV. 679.41

INV. 678.91

INV. 678.41 INV. 680.19

INV. 677.91

UD-3 OUTLET

INV. 680.45

INV 680.69

INV. 679.41

INV. 678.91

INV. 678.41 INV. 680.19

INV. 677.91

UD-3 OUTLET

INV. 680.45

INV 680.69

INV. 679.41

INV. 678.91

INV. 678.41 INV. 680.19

INV. 677.91

UD-3 OUTLET

INV. 680.45

INV 680.69

ELEV. 682.48

ELEV. 680.95

INV. 681.47

ELEV. 681.97

SPRING HOLLOW ROAD

INV. 679.41

INV. 678.91

INV. 678.41 INV. 680.19

INV. 677.91

UD-3 OUTLET

INV. 679.70

STA 282+02

UD-2 OUTLET

INV. 680.29

STA 281+66

INV. 680.45

INV 680.69

DITCH

PROPOSED

660

670

680

690

700

710

720

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

281+50

660

670

680

690

700

710

720

660

670

680

690

700

710

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

282+00

660

670

680

690

700

710

650

660

670

680

690

700

710

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

282+50

650

660

670

680

690

700

710

650

660

670

680

690

700

710

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

283+00

650

660

670

680

690

700

710

1:2

1:4

1:4

1:2

0.050 -0.050

0.050 -0.050

0.050 -0.050

0.034 -0.034

F.G. = 684.34

F.G. = 684.20

F.G. = 684.35

F.G. = 684.77

-0.021

-0.020

-0.020

SPRING HOLLOW ROAD



1:4

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

-0.020-0.060

-0.020-0.060

-0.020-0.060

-0.060

1:3

1:2 1:4

1:6

-0.036

ELEV. 679.07

INV. 671.65

INV. 672.14

STONE FILL,

TYPE II

RIM 679.01

STA 281+57

4 X 4 PRCC DI

DITCH

PROPOSED

-0.010-0.150

16

M. SARGENT

S. HICKEY

A. KIRBY


SCALE

10 200

IN FEET

D. GOZALKOWSKI

12/6/2016z10c216xs_cgp.dgn

5323

12/6/2016

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

DESIGNED BY:


PLOT DATE:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

V:\

Projects\

AN

Y\

K2\23825\

CA

DD\_

MS

TN\10

C216\

Per

mitting\

CG

P 3-9015

Per

mit

Application\

Attach


gn

BHF 0241(38)

BETHEL

89

CHECKED BY:

INV. 677.41

INV. 677.25

INV. 677.41

INV. 677.25

INV. 677.41

INV. 677.25

INV. 677.41

INV. 677.25

INV. 677.41

INV. 677.25

INV. 677.41

INV. 677.25

INV. 677.41

INV. 677.25

ELEV. 679.45

INV. 677.41

ELEV. 678.97

INV. 677.25

DITCH

PROPOSED

INV. 676.78

INV. 676.47

INV. 676.81

STONE FILL,

TYPE II




RIM 685.23

650

660

670

680

690

700

710

0 10 20 30 40 50 60 70-10-20-30-40-50

283+50

650

660

670

680

690

700

710

650

660

670

680

690

700

710

0 10 20 30 40 50 60 70-10-20-30-40-50

283+66

650

660

670

680

690

700

710

650

660

670

680

690

700

710

0 10 20 30 40 50 60 70-10-20-30-40-50

284+00

650

660

670

680

690

700

710

640

650

660

670

680

690

700

710

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

284+50

640

650

660

670

680

690

700

710

1:4 1:2

1:2

1:3

0.020 -0.020

0.020 -0.020

0.020 -0.020

0.020 -0.020

1:3

F.G. = 685.47

F.G. = 685.75

F.G. = 686.45

F.G. = 687.70

-0.020

-0.020

-0.0151:1

1:2

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

-0.060

-0.060

-0.020 -0.060-0.050

-0.050

1:2

80 90

80 90 80 90

TYPE II

STONE FILL,

ELEV. 667.24

ELEV. 667.40

PROPOSED

SWALE

INV. 664.23

INV. 664.40

1:2.

2

1:2.

5

ELEV. 678.63

1:2

17

M. SARGENT

S. HICKEY

A. KIRBY


SCALE

10 200

IN FEETD. GOZALKOWSKI

12/6/2016z10c216xs_cgp.dgn

5323

12/6/2016

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

DESIGNED BY:


PLOT DATE:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

V:\

Projects\

AN

Y\

K2\23825\

CA

DD\_

MS

TN\10

C216\

Per

mitting\

CG

P 3-9015

Per

mit

Application\

Attach


gn

BHF 0241(38)

BETHEL

89

CHECKED BY:

620

630

640

650

660

670

680

690

700

710

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

285+00

620

630

640

650

660

670

680

690

700

710

620

630

640

650

660

670

680

690

700

710

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

285+50

620

630

640

650

660

670

680

690

700

710

0.020 -0.020

0.020 -0.020

F.G. = 689.23F.G. = 691.04

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

18

M. SARGENT

S. HICKEY

A. KIRBY


SCALE

10 200


12/6/2016z10c216xs_cgp.dgn

5323

12/6/2016

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

DESIGNED BY:


PLOT DATE:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

V:\

Projects\

AN

Y\

K2\23825\

CA

DD\_

MS

TN\10

C216\

Per

mitting\

CG

P 3-9015

Per

mit

Application\

Attach


gn

BHF 0241(38)

BETHEL

89

CHECKED BY:

620

630

640

650

660

670

680

690

700

710

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

286+00

620

630

640

650

660

670

680

690

700

710

620

630

640

650

660

670

680

690

700

710

720

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

286+50

620

630

640

650

660

670

680

690

700

710

720

0.020 -0.020

0.020 -0.020

F.G. = 693.13

F.G. = 695.49

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

19

M. SARGENT

S. HICKEY

A. KIRBY


SCALE

10 200


12/6/2016z10c216xs_cgp.dgn

5323

12/6/2016

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

DESIGNED BY:


PLOT DATE:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

V:\

Projects\

AN

Y\

K2\23825\

CA

DD\_

MS

TN\10

C216\

Per

mitting\

CG

P 3-9015

Per

mit

Application\

Attach


gn

BHF 0241(38)

BETHEL

89

CHECKED BY:

620

630

640

650

660

670

680

690

700

710

720

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

287+00

620

630

640

650

660

670

680

690

700

710

720

0.020 -0.020

F.G. = 698.14

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

0.020 -0.060

20

M. SARGENT

S. HICKEY

A. KIRBY


SCALE

10 200


12/6/2016z10c216xs_cgp.dgn

5323

12/6/2016

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

DESIGNED BY:


PLOT DATE:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

V:\

Projects\

AN

Y\

K2\23825\

CA

DD\_

MS

TN\10

C216\

Per

mitting\

CG

P 3-9015

Per

mit

Application\

Attach


gn

BHF 0241(38)

BETHEL

89

CHECKED BY:

630

640

650

660

670

680

690

700

710

720

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

287+50

630

640

650

660

670

680

690

700

710

720

0.020 -0.020

F.G. = 701.05

-0.020

1:1

NORTH UTILITY ACCESS

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

0.020 -0.060

21

M. SARGENT

S. HICKEY

A. KIRBY


SCALE

10 200


12/6/2016z10c216xs_cgp.dgn

5323

12/6/2016

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

DESIGNED BY:


PLOT DATE:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

V:\

Projects\

AN

Y\

K2\23825\

CA

DD\_

MS

TN\10

C216\

Per

mitting\

CG

P 3-9015

Per

mit

Application\

Attach


gn

BHF 0241(38)

BETHEL

89

CHECKED BY:

GRUBBING MATERIAL

INV 696.93

GRUBBING MATERIAL

INV 696.93

GRUBBING MATERIAL

INV 696.93

STONE FILL, TYPE II

630

640

650

660

670

680

690

700

710

720

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

288+00

630

640

650

660

670

680

690

700

710

720

1:1.

5

0.030 -0.030

GEOTEXTILE

F.G. = 704.25

-0.020


AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

-0.060-0.040

22

M. SARGENT

S. HICKEY

A. KIRBY


SCALE

10 200


12/6/2016z10c216xs_cgp.dgn

5323

12/6/2016

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

DESIGNED BY:


PLOT DATE:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

V:\

Projects\

AN

Y\

K2\23825\

CA

DD\_

MS

TN\10

C216\

Per

mitting\

CG

P 3-9015

Per

mit

Application\

Attach


gn

BHF 0241(38)

BETHEL

89

CHECKED BY:

GRUBBING MATERIALGRUBBING MATERIALGRUBBING MATERIAL

STONE FILL, TYPE II

GRUBBING MATERIAL

INV 700.17

630

640

650

660

670

680

690

700

710

720

730

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

288+50

630

640

650

660

670

680

690

700

710

720

730

1:1.

5

0.052 -0.052

GEOTEXTILE

F.G. = 707.72

-0.020


AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

0.052-0.060

-0.018

23

M. SARGENT

S. HICKEY

A. KIRBY


SCALE

10 200


12/6/2016z10c216xs_cgp.dgn

5323

12/6/2016

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

DESIGNED BY:


PLOT DATE:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

V:\

Projects\

AN

Y\

K2\23825\

CA

DD\_

MS

TN\10

C216\

Per

mitting\

CG

P 3-9015

Per

mit

Application\

Attach


gn

BHF 0241(38)

BETHEL

89

CHECKED BY:

STONE FILL, TYPE II

GRUBBING MATERIALGRUBBING MATERIALGRUBBING MATERIALGRUBBING MATERIAL

630

640

650

660

670

680

690

700

710

720

730

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

289+00

630

640

650

660

670

680

690

700

710

720

730

1:1.

5

INV 703.87

0.060 -0.060

GEOTEXTILE

F.G. = 711.48


-0.020

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

-0.010

24

M. SARGENT

S. HICKEY

A. KIRBY


SCALE

10 200


12/6/2016z10c216xs_cgp.dgn

5323

12/6/2016

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

DESIGNED BY:


PLOT DATE:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

V:\

Projects\

AN

Y\

K2\23825\

CA

DD\_

MS

TN\10

C216\

Per

mitting\

CG

P 3-9015

Per

mit

Application\

Attach


gn

BHF 0241(38)

BETHEL

89

CHECKED BY:

GRUBBING MATERIAL

STONE FILL, TYPE II


630

640

650

660

670

680

690

700

710

720

730

740

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

289+50

630

640

650

660

670

680

690

700

710

720

730

740

1:1.

5

INV 707.85

0.060 -0.060

GEOTEXTILE

F.G. = 715.45

-0.020


AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

0.020-0.060

25

M. SARGENT

S. HICKEY

A. KIRBY


SCALE

10 200


12/6/2016z10c216xs_cgp.dgn

5323

12/6/2016

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

DESIGNED BY:


PLOT DATE:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

V:\

Projects\

AN

Y\

K2\23825\

CA

DD\_

MS

TN\10

C216\

Per

mitting\

CG

P 3-9015

Per

mit

Application\

Attach


gn

BHF 0241(38)

BETHEL

89

CHECKED BY:

GRUBBING MATERIAL

STONE FILL, TYPE II


650

660

670

680

690

700

710

720

730

740

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

290+00

650

660

670

680

690

700

710

720

730

740

1:1.

5

INV 711.85

0.060 -0.060

GEOTEXTILE

F.G. = 719.45

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

-0.060

-0.010

26

M. SARGENT

S. HICKEY

A. KIRBY


SCALE

10 200


12/6/2016z10c216xs_cgp.dgn

5323

12/6/2016

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

DESIGNED BY:


PLOT DATE:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

V:\

Projects\

AN

Y\

K2\23825\

CA

DD\_

MS

TN\10

C216\

Per

mitting\

CG

P 3-9015

Per

mit

Application\

Attach


gn

BHF 0241(38)

BETHEL

89

CHECKED BY:

GRUBBING MATERIAL

STONE FILL, TYPE II


670

680

690

700

710

720

730

740

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140-10-20-30-40-50-60-70-80-90-100-110-120-130-140

290+50

670

680

690

700

710

720

730

740

1:1.

5

INV 715.85

0.060 -0.060

GEOTEXTILE

F.G. = 723.45

COMMON EXCAVATION

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

-0.060-0.010

27

M. SARGENT

S. HICKEY

A. KIRBY


SCALE

10 200


12/6/2016z10c216xs_cgp.dgn

5323

12/6/2016

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

DESIGNED BY:


PLOT DATE:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

V:\

Projects\

AN

Y\

K2\23825\

CA

DD\_

MS

TN\10

C216\

Per

mitting\

CG

P 3-9015

Per

mit

Application\

Attach


gn

BHF 0241(38)

BETHEL

89

CHECKED BY:

GRUBBING MATERIAL

STONE FILL, TYPE II

INV. 723.97

INV. 727.97

INV. 732.02

GRUBBING MATERIAL

STONE FILL, TYPE II

INV. 723.97

INV. 727.97

INV. 732.02

GRUBBING MATERIAL

STONE FILL, TYPE II

INV. 723.97

INV. 727.97

INV. 732.02

GRUBBING MATERIAL

STONE FILL, TYPE II

GEOTEXTILE

INV. 723.97

INV. 727.97

INV. 732.02

700

710

720

730

740

750

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

291+00

700

710

720

730

740

750

700

710

720

730

740

750

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

291+23

700

710

720

730

740

750

710

720

730

740

750

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

291+50

710

720

730

740

750

710

720

730

740

750

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

292+00

710

720

730

740

750

720

730

740

750

760

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

292+50

720

730

740

750

760

1:4

0.020

1:41:4 1:4

-0.160

1:1.

5

1:1.

5

1:4

1:3

1:3

1:3

INV 719.97

INV 721.81

0.060 -0.060

0.060 -0.060

0.060 -0.060

0.060 -0.060

0.055 -0.055AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

F.G. = 727.45

F.G. = 729.29

F.G. = 731.45

F.G. = 735.45

F.G. = 739.45

-0.060

-0.060

0.020-0.060

-0.020-0.060

-0.020-0.060

-0.010

-0.010

28

M. SARGENT

S. HICKEY

A. KIRBY


SCALE

10 200


12/6/2016z10c216xs_cgp.dgn

5323

12/6/2016

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

DESIGNED BY:


PLOT DATE:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

V:\

Projects\

AN

Y\

K2\23825\

CA

DD\_

MS

TN\10

C216\

Per

mitting\

CG

P 3-9015

Per

mit

Application\

Attach


gn

BHF 0241(38)

BETHEL

89

CHECKED BY:

INV. 736.19

INV. 738.19

INV. 736.19

INV. 738.19

INV. 736.19

INV. 738.19

INV. 736.19

INV. 738.19

720

730

740

750

760

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

293+00

720

730

740

750

760

730

740

750

760

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

293+25

730

740

750

760

730

740

750

760

770

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

293+50

730

740

750

760

770

730

740

750

760

770

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

294+00

730

740

750

760

770

730

740

750

760

770

780

0 10 20 30 40 50 60 70-10-20-30-40-50-60-70

294+25

730

740

750

760

770

780

1:4

1:4

1:40.033 -0.040

0.021 -0.040

0.010 -0.040

0.000 -0.040

0.000 -0.040

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

AP

PR

OX.

EX.

RO

W

F.G. = 743.45

F.G. = 745.45

F.G. = 747.45

F.G. = 751.45

F.G. = 753.38

-0.020 -0.060

-0.020 -0.060

-0.020 -0.060

-0.020 -0.060

-0.020 -0.060

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