PROPOSED IMPROVEMENT BRIDGE PROJECT

STA 13+33.8

BEGIN BRIDGE

STA 12+00.00

BEGIN PROJECT

MIL

LER BR

OOK

STA 13+84.1

END BRIDGE

STA 15+50.00

END PROJECT

N

VT S

TAT

E

PLA

NE

GRID

False

Northin

g: 0.00

00

False

Easting

: 16404

16.6667

Origin La

titude: 42

°30’00.00

00"N

Central M

eridia

n: 72°3

0’00.0

000"W

US S

urvey

Foot

Transv

erse M

ercato

r

NAD83 Ve

rmont S

tate Pl

anes

VT83

BO 1446(39)

STOWE

TOWN OF STOWE

COUNTY OF LAMOILLE

ROUTE NO :

LENGTH OF STRUCTURE :

LENGTH OF ROADWAY :

LENGTH OF PROJECT :

TOWN HIGHWAY 43 (CLASS 3 TOWN HIGHWAY)

PROJECT LOCATION :

PROJECT DESCRIPTION :

50.3 FEET.

350.00 FEET.

299.7 FEET.

AND METHODS.

VTRANS UPON CONTRAT AWARD IN ACCORDANCE WITH THEIR MEANS

CONTRACTOR SHALL SUBMIT A SITE-SPECIFIC EPSC PLAT TO

FOR EPSC. NO SITE-SPECIFIC EPSC PLAN IS INCLUDED. THE

5. THIS PROJECT WILL UTILIZE THE VT DEC LOW RISK SITE HANDBOOK

4. FINAL HYDRAULICS HAS BEEN REQUESTED.

SUBMIT THEIR OWN TRAFFIC CONTROL PLAN FOR VTRANS APPROVAL.

CONCEPTUAL PURPOSES ONLY. THE CONTRACTOR SHALL DEVELOP AND

3. A TRAFFIC CONTROL PLAN HAS BEEN SHOWN IN THE PLANS FOR

UTILIZED ON THE ONE-WAY TEMPORARY BRIDGE.

BRIDGE UPSTREAM. TEMPORARY TRAFFIC SIGNALS WILL BE

TRAFFIC WILL BE MAINTAINED ON A ONE-WAY TEMPORARY

2. THE BRIDGE WILL BE CLOSED DURING CONSTRUCTION AND

AND PROPERTY OWNERS.

IN ORDER TO REDUCE IMPACTS TO EXISTING RESOURCES

1. ATTEMPTS TO MINIMIZE PROJECT LIMITS HAVE BEEN MADE

REVIEWER NOTES:

NAVD88

NAD83(96)

9/21/2009

R. GILMAN

2

0 4040

SCALE: 1" = 40’-0"

BO 1446(39)

STOWE

CAROLYN COTA, P.E.

22-FEB-2021

CONCEPTUAL PLANS

TO TH-1 (MOSCOW RD)

TH-43 (NEBRASKA VALLEY RD)

CLUB (DEAD END)

TO LAKE MANSFIELD TROUT

TH-43 (NEBRASKA VALLEY RD)

10+5010+50

11+00

12+0013+00

14+00

15+0016+00 16+90

SUBSTRUCTURE, ROADWAY AND CHANNEL WORK.

REPLACEMENT OF THE EXISTING BRIDGE TO INCLUDE SUPERSTRUCTURE,

AND EXTENDING EASTERLY .047 MILES.

APPROXIMATELY 1.5 MILES NORTHWEST FROM ITS INTERSECTION WITH TH 1 (MOSCOW ROAD)

BRIDGE 48 IS LOCATED IN THE TOWN OF STOWE ON TH 43 (NEBRASKA VALLEY ROAD)

VERM ONTFREEDOM ANDUNITY

CANADA

ORLEANSESSEX

WASHI

NGTON

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

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

SHEET OF SHEETS1 13

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 APRI L 1 3, 2018

FOR CONSTRUCTION DATED 2018, AS APPROVED BY THE

WITH THESE PLANS AND THE STANDARD SPECIFICATIONS

CONSTRUCTION IS TO BE CARRIED ON IN ACCORDANCE

HIGHWAY DIVISION, CHIEF ENGINEER

4’-0"

CLEAR ZONE

(TYP)

SHOULDER

GRADE

0.020 0.0200.060

WITH GUARDRAIL WITHOUT GUARDRAIL

BRIDGE

LC

C

TH 43 ROADWAY TYPICAL SECTION

SCALE �" = 1’-0"

SCALE �" = 1’-0"

TH 43

L

7’-0" CLEAR ZONE (FILL)

7’-0" CLEAR ZONE (CUT)

SAND BORROW

SUBBASE

- AGGREGATE SURFACE COURSE

- PAVEMENT (TOTAL THICKNESS)

SURFACE

+/- 1"

+/- 1"

+/- �"

+/- �"

MATERIAL TOLERANCES(IF USED ON PROJECT)

3’-0"9’-0" TRAVEL LANE (TYP)12’-0" TO FACE OF RAIL (TYP)3’-0"

GRADE

(GALVANIZED) (TYP)

C15x33.9 DIAPHRAGM

(SEE SD-502.00)

DRIP NOTCH

0.020 0.020

27’-4"

LONGITUDINAL DECK GROOVING

CONCRETE, CLASS PCD W/

9" HIGH PERFORMANCE

(T

YP)

11�

"

3 13

22-FEB-2021

DESIGNED BY:

PROJECT LEADER: DRAWN BY:

PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

STOWE

BO 1446(39)

C. BURRALLC. BURRALL

C. COTA M. LONGSTREET

TYPICAL SECTIONS 1

270 GRADE 50 (TYP)

AASHTO M 270M/M

STEEL (GALVANIZED)

W30x116 STRUCTURAL

2’-11"7’-2"3’-7"

(TYP) (TYP) (TYP)

BRIDGE TYPICAL SECTION

FLOW

13’-8" TO FASCIA(TYP)12’-0" TO FACE OF RAIL (TYP)

9’-0" TRAVEL LANE (TYP) 3’-0"

(TYP)

SHOULDER

TOPSOIL

(TYP)

1:3

1:2

1:2

2" TYPE IIIS

1 �" BCP, TYPE IVS OVER

* 1 �" BCP, TYPE IVS OVER

*

CONCRETE PAVEMENT

5" BITUMINOUS

HSD-400.01)

(SEE DETAIL

SAFETY EDGE

SHOULDERS

5" AGGREGATE

OF THE STANDARD SPECIFICATIONS.

APPLICATION RATES IN TABLE 406.12A

EMULSION SHALL BE APPLIED PER THE

s12j658typ.dgn

GRADED CRUSHED STONE

18" SUBBASE OF DENSE6" SAND BORROW

1’-8"

(SEE STD G-1B)

(POWDER COATED BLACK)

BOX BEAM GUARDRAIL

(SEE STD S-364A)

(POWDER COATED BLACK)(TYP)

3 RAIL BOX BEAM

BRIDGE RAILING, GALVANIZED

OLD ALIGNMENT, FIX TO NU4 OFF ALIGNMENT IN BETWEEN

SCALE 1" = 20’-0"

20 0 20

N

VT S

TAT

E

PL

AN

E

GRID

False No

rthing

: 0.000

0False Ea

sting: 1

640416.66

67

Origin La

titude: 42

°30’00

.0000"

N

Centra

l Meri

dian: 7

2°30’0

0.0000

"WUS S

urvey

Foot

Transv

erse M

ercato

rNA

D83

Vermon

t State

Plane

sVT

83

22-FEB-2021

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

------

4 13

STOWE

BO 1446(39)

s12j658nu4.dgn

C.BURRALL

MCL

MCL

EXISTING CONTITIONS

10+50

11+00

12+00

13+00 14+00

15+00

16+00

16+90

25

HVCTRL

102

HVCTRL

101

HVCTRL

100

HVCTRL

ELEV. = 753.28

IN TREE

RAILROAD SPIKE

BENCHMARK

FLOW

PIPE

FILL

STONE

MILLER

BR

OOK

FL

OW

#66

MAILBOX

#86

MAILBOX

#1533

MAILBOX

CBL LS 514UP 8" W/CAP� " IRON ROD

(NEBRASKA VALLEY ROAD)

TH-43


TH-43

(F

AL

LS

BR

OO

K

LA

NE)

TH-45

(S

UG

AR

BU

SH

LA

NE)

TH-47

DRIVE

GRAVEL

DRI

VE

GR

AV

EL

(35)

R2-1

SIGN

(FALLS BROOK LN)D3-1

SIGN

SUGARHOUSE)(NEBR. KNOLL

TIC SIGN

(35)

R2-1

SIGN

(SUGAR BUSH LN)D3-1

SIGN

W14-1

SIGN

2-145-1

COMB

145-1

COMB

145-2

COMB

COMB

WIRE

GUY

WIRE

GUY

WIRE

GUY

SPAN LENGTH: 45’

CONCRETE CIP DECK

BUILT 1925 ROLLED I BEAM,

EXISTING BRIDGE INFORMATION

AP

PR

OX. E

XIS

TIN

G T

OW

N R.O.W.

P

L

APP

RO

X. E

XIS

TIN

G T

OW

N R.O.W.

APPROX. EXISTING TOWN R.O.W.




750

750

750

750

750

750

750

750

750

750

750

750

760

760

80’-0"

e = 6.00%

E = 13.55’

L = 275.85’

T = 139.67’

R = 713.00’

CURVE (1)

e = 3.60%

E = 2.68’

L = 185.00’

T = 92.60’

R = 1600.00’

CURVE (2)

22-FEB-2021

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

------

5 13

10+50

11+00

12+00

13+00 14+00

15+00

16+00

16+90

ST

A 10

+50.00

PO

B

ST

A 11

+56.58PC

STA 14+32.42

PT

ST

A 15

+04.81

PC

ST

A 15

+97.41

PI (

CU

RV

E 2)

STA 16+89.81

POE

STOWE

BO 1446(39)

s12j658nu4.dgn

C.BURRALL

LAYOUT OPTION 4

MCL

MCL

30°

10+00

11+00

11+25

11+25

60°

STA 12+96.25

PI (CURVE 1)

BRIDGE C

TEMPORARY

L

LIMITS

CONSTRUCTION

LIMITS

CONSTRUCTION

TEMPORARY

KEVIN, JOHN & EDWARDADAMS, MARION LIFE ESTATE NF

McBRINE, JOHNNF

McBRINE, JOHNNF

& LOUISE M.TOWNSEND, GEORGE R NF

HALE, HEATHERNF

25

HVCTRL

102

HVCTRL

101

HVCTRL

100

HVCTRL

DIST=65.90

TIE

DIST=69.40

TIE

DIST=77.31

TIE

DIST=82.56

TIE

ELEV. = 753.28

IN TREE

RAILROAD SPIKE

BENCHMARK

FLOW

PIPE

FILL

STONE

MILLER

BR

OOK

FL

OW

#66

MAILBOX

#86

MAILBOX

#1533

MAILBOX

CBL LS 514UP 8" W/CAP� " IRON ROD


TH-43


TH-43

(F

AL

LS

BR

OO

K

LA

NE)

TH-45

(S

UG

AR

BU

SH

LA

NE)

TH-47

DRIVE

GRAVEL

DRI

VE

GR

AV

EL

(35)

R2-1

SIGN

(FALLS BROOK LN)D3-1

SIGN

SUGARHOUSE)(NEBR. KNOLL

TIC SIGN

(35)

R2-1

SIGN

(SUGAR BUSH LN)D3-1

SIGN

W14-1

SIGN

2-145-1

COMB

145-1

COMB

145-2

COMB

COMB

WIRE

GUY

WIRE

GUY

WIRE

GUY

SPAN LENGTH: 45’

CONCRETE CIP DECK

BUILT 1925 ROLLED I BEAM,

EXISTING BRIDGE INFORMATION

22-FEB-2021

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

------

5 13

STOWE

BO 1446(39)

s12j658nu4.dgn

C.BURRALL

MCL

MCL

LAYOUT TEMP OPTION 4

N

VT S

TAT

E

PLA

NE

GRID

False

Northin

g: 0.00

00

False

Easting

: 16404

16.6667

Origin La

titude: 42

°30’00.00

00"N

Central M

eridia

n: 72°3

0’00.0

000"W

US S

urvey

Foot

Transv

erse M

ercato

r

NAD83 Ve

rmont S

tate Pl

anes

VT83

720

730

740

750

760

770

780

790790

730

740

750

760

770

780

790790

720720

730

740

750

760

770

780

790790

10

+50

10

+75

11

+00

11

+25

11

+50

11

+75

12

+00

12

+25

12

+50

12

+75

13

+00

13

+25

13

+50

13

+75

14

+00

14

+25

14

+50

14

+75

15

+00

15

+25

15

+50

PVI 10+50.00

ELEV 755.33

PV

C 11

+58.12

EL

EV 753.36

PVI 12+44.12

ELEV 751.78

LO 12

+58.68

EL

EV 752.44

PV

T 13

+30.12

EL

EV 752.90

PV

C 13

+91.20

EL

EV 753.69

PVI 14+55.70

ELEV 754.53

PV

T 15

+20.20

EL

EV 757.02

-1.8300% 1.3000%

3.8500%

L =172.00 FT

G1 =-1.8300%

G2 =1.3000%

HSD =340 FT

K =55

L =129.00 FT

G1 =1.3000%

G2 =3.8500%

HSD =456 FT

K =51

755.33

754.88

754.42

753.96

753.50

753.07

752.75

752.54

752.44

752.46

752.59

752.84

753.16

753.48

753.82

754.25

754.80

755.48

756.28

757.20

755.3

754.8

754.3

753.9

753.4

753.1

752.7

752.5

752.5

752.4

752.4

752.4

742.9

742.6

753.0

753.7

754.5

755.3

756.2

757.1

758.1

TH43

720

730

740

750

760

770

780

790790

15

+50

15

+75

16

+00

16

+25

16

+50

16

+75

17

+00

PV

C 15

+77.25

EL

EV 759.21

PVI 16+27.25

ELEV 761.14

PV

T 16

+77.25

EL

EV 763.75

L =100.00 FT

G1 =3.8500%

G2 =5.2270%

HSD =340 FT

K =73

758.16

759.13

760.12

761.21

762.38

763.63

759.1

760.2

761.3

762.4

763.7

3.8500%

TH43

22-FEB-2021

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

------

6 13

STOWE

BO 1446(39)

s12j658nu4.dgn

C.BURRALL

PROFILE OPTION 4

MCL

MCL

GENERAL NOTES

DEFINITIONS

COBBLE

BOULDER

GRAVEL

BEDROCK (LEDGE)

SILT

CLAY

SAND

VARVED

HARDPAN

MUCK

MOISTURE CONTENT

FLOWING SAND

STRIKE

DIP

12 inches.

- Rock in its native

- A rock fragment with an

- Rock fragments with an

average dimension > 12 inches.

average dimension between 3 and

- Rounded particles of rock

able strength when air-dried.

no strength when air-dried.

or slightly plastic and exhibits

- Fine grained soil, exhibits

plasticity when moist and consider-

- Alternate layers of silt

- Granular soil so

and clay.

- Extremely dense soil,

cemented layer, not softened

when wet.

- Weight of water

- Inclination of bed with a

into drill casing during extraction

- Angle from magnetic north

of wash rod.

to line of intersection of bed

with a horizontal plane.

saturated (loose) that it flows

- Particles of rock < 0.0787"

< 3" and > 0.0787" (#10 sieve).

(#10 sieve) and > 0.0029" (#200 sieve).

- Soil < 0.0029" (#200 sieve), non

(AASHTO)

horizontal plane.

divided by dry weight of soil.

- Soft organic soil (containing

> 10% organic material.

location of indefinite thickness.

or judgment by the Contractor.

interpretation, independent analysis

personal investigation, independent

is not intended as a substitute for

tion is presented in good faith and

the Agency. The subsurface informa-

access to the same data available to

intended to provide the Contractor

the information in the Contract is

estimating purposes. Presentation of

interpreted for Agency design and

surface data was performed and

Analysis and interpretation of sub-

face information presented herein.

exercised in preparing the subsur-

Engineering judgment was

1.

2.

3.

4.

5.

6.

7.

meters and survey feet.

Grid North American Datum 1983 in

are shown in Vermont State Plane

Northing and Easting coordinates

Subsurface Investigations, 1988.

defined in the AASHTO Manual on

discontinuities in the bedrock is

fractures, joints and other

weathering, and spacing of

describe the hardness, degree of

Terminology used on boring logs to

portray final contract details.

only and may not accurately

profile are for illustrative purposes

the boring plan layout or soils

Pictorial structure details shown on

7 13BORING INFORMATION SHEET

s12j658bor.dgn

0 2020

SCALE: 1" = 20’-0"

BO 1446(39)

STOWE

and other factors.

ing rainfall, methods of exploration

may vary according to the prevail-

ed at the time of exploration and

conditions indicated are as record-

Observed water levels and/or

boring or sample locations.

encountered between individual

surface conditions that may be

reflect actual variations in sub-

the Agency and may not necessarily

available subsurface information by

engineering interpretation from

ties and descriptions are based on

Soil and rock classifications, proper-

and 02/1 1/2015 by the Agency.

herein were made between 12/03/2014

The subsurface explorations shown

22-FEB-2021

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

C. BURRALL

ROCK QUALITY DESIGNATION

SHEAR STRENGTH

N TERM

DESCRIPTIVE

(GRANULAR SOILS)

DENSITY

(COHESIVE SOILS)

CONSISTENCY

N TERM

DESCRIPTIVE

A7

A6

A5

A4

A2

A3

A1

AASHTO

Very Loose

Loose

Med. Dense

Dense

Very Dense

Very Soft

Soft

Med. Stiff

Stiff

Very Stiff

Hard

Very Hard

COLOR

Orange

Light

Green

Gray

Dark

Brown

Blue

Black

Multicolored

Yellow

White

Tan

Red

Purple

Pink

SOIL CLASSIFICATION

TO DENSITY/CONSISTENCYCORRELATION GUIDE OF "N"

mltc

yel

wh

tn

rd

pu

pnk

Clayey Soil - Highly Compressible

Clayey Soil - Low Compressibility

Silty Soil - Highly Compressible

Silty Soil - Low Compressibility

Silty or Clayey Gravel and Sand

Fine Sand

Gravel and Sand

>50

25-50

11-24

5-10

<5

>60

31-60

16-30

9-15

5-8

2-4

<2

<250

250-500

>4000

500-1000

1000-2000

2000-4000

IN P.S.F.

ROCK

DESCRIPTION

CONSISTENCY

UNDRAINED

SHEAR STRENGTH

Very Poor

Poor

Fair

Good

Excellent

Soft

Very Soft

Med. Stiff

Stiff

Hard

Very Stiff

COMMONLY USED SYMBOLS

Water Elevation

Standard Penetration Boring

Auger Boring

Rod Sounding

Sample

Standard Penetration Test

Blow Count Per Foot For:

2" O. D. Sampler

1 �" I. D. Sampler

Hammer Weight Of 140 Lbs.

Hammer Fall Of 30"

Field Vane Shear Test

S

N

Can Not Penetrate Further

No Ledge To Depth

Ledge

No Recovery

Percent Recovery

Recovery

Rock Quality Designation

California Bearing Ratio

NP

PI

PL

LL

M

NX

BX

AX

HSA

WA

MD

DC

B

Wash Ahead

Mud Drill

Diamond Core

Blast

Core Size 1 �"

Hollow Stem Auger

Core Size 2 �"

Core Size 1 �"

Plastic Limit

Liquid Limit

Non Plastic

Plasticity Index

Sat

W

MTW

M

D

Saturated

Wet

Moist To Wet

Moist

Dry

Double Tube Core Barrel Used

US

VS

Undisturbed Soil Sample

Bo

Gr

Sa

Si

Cl

HP

Le

NLTD

CNPF

TLOB

Boulder

Gravel

Sand

Silt

Clay

Hardpan

NR

Rec.

%Rec.

RQD

CBR

< Less Than

> Greater Than

R.Q.D. (%)

>90

76 to 90

51 to 75

25 to 50

<25

R Refusal (N 100)>

or

lt

gn

gry

dk

brn

bl

blk

Moisture Content (Dry Wgt. Basis)

VTSPG NAD83 - See Note 7

Top of Ledge Or Boulder

C. BURRALL

M. LONGSTREET

C. COTA

N

VT S

TAT

E

PL

AN

E

GRID

False No

rthing

: 0.000

0False Ea

sting: 1

640416.66

67

Origin La

titude: 42

°30’00

.0000"

N

Centra

l Meri

dian: 7

2°30’0

0.0000

"WUS S

urvey

Foot

Transv

erse M

ercato

rNA

D83

Vermon

t State

Plane

sVT

83

BORING CHART

NO.

HOLE STATION NORTHING EASTINGOFFSET

B-101

B-102

B-103

6.42 LT 714241.58 1571864.66

9.39 LT

14.94 RTB-104

13.67 RT

TEMP BRIDGE

CL

B-102

B-103

B-104

B-101

13+30.96

13+43.33

13+77.93

13+94.57

714218.59 1571870.08

714230.76 1571909.92

714203.02 1571919.99

12+00

13+00 14+00

15+00

MILLER

BR

OOK

FL

OW


TH-43

(F

AL

LS

BR

OO

K

LA

NE)

TH-45

(S

UG

AR

BU

SH

LA

NE)

TH-47

C. COTA

8 13

730

740

750

760

770

780

790

800

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

11+00

730

740

750

760

770

780

790

800

730

740

750

760

770

780

790

800

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

11+50

730

740

750

760

770

780

790

800

730

740

750

760

770

780

790

800

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

12+00

730

740

750

760

770

780

790

800

730

740

750

760

770

780

790

800

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

12+50

730

740

750

760

770

780

790

800

STA.11+00 TO STA.12+50

F.G. = 754.42

F.G. = 753.50

F.G. = 752.75

F.G. = 752.44

-0.020 0.007

-0.032 0.032

-0.0580.058

-0.0600.060

STOWE

BO 1446(39)

12j658/s12j658xs.dgn

TH43 CROSS SECTIONS 1

M. LONGSTREET C. BURRALL

M. LONGSTREET

22-FEB-2021

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

MATCH TH45

C. COTA

9 13

730

740

750

760

770

780

790

800

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

12+60

730

740

750

760

770

780

790

800

730

740

750

760

770

780

790

800

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

13+00

730

740

750

760

770

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790

800

730

740

750

760

770

780

790

800

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

13+20

730

740

750

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770

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790

800

730

740

750

760

770

780

790

800

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

13+50

730

740

750

760

770

780

790

800

STA.12+60 TO STA.13+50

F.G. = 752.44

F.G. = 752.59

F.G. = 752.78

F.G. = 753.16

-0.0600.060

-0.0600.060

-0.0600.060

-0.0600.060

STOWE

BO 1446(39)




M. LONGSTREET

22-FEB-2021

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

MATCH TH45

C. COTA

10 13

730

740

750

760

770

780

790

800

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

14+00

730

740

750

760

770

780

790

800

730

740

750

760

770

780

790

800

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

14+50

730

740

750

760

770

780

790

800

730

740

750

760

770

780

790

800

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

14+75

730

740

750

760

770

780

790

800

730

740

750

760

770

780

790

800

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

15+00

730

740

750

760

770

780

790

800

STA.14+00 TO STA.15+00

F.G. = 753.82

F.G. = 754.80

F.G. = 755.48

F.G. = 756.28

-0.051 0.051

-0.018 0.018

-0.002 0.002

0.014 -0.014

STOWE

BO 1446(39)




M. LONGSTREET

22-FEB-2021

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

C. COTA

11 13

730

740

750

760

770

780

790

800

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

15+50

730

740

750

760

770

780

790

800

730

740

750

760

770

780

790

800

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

15+75

730

740

750

760

770

780

790

800

730

740

750

760

770

780

790

800

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

16+00

730

740

750

760

770

780

790

800

730

740

750

760

770

780

790

800

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

16+50

730

740

750

760

770

780

790

800

STA.15+50 TO STA.16+50

F.G. = 758.16

F.G. = 759.13

F.G. = 760.12

F.G. = 762.37

0.036 -0.036

0.036 -0.036

0.036 -0.036

0.036 -0.036

STOWE

BO 1446(39)




M. LONGSTREET

22-FEB-2021

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

C. COTA

12 13

730

740

750

760

770

780

790

800

0 10 20 30 40-10-20-30-40

10+00

730

740

750

760

770

780

790

800

730

740

750

760

770

780

790

800

0 10 20 30 40-10-20-30-40

10+15

730

740

750

760

770

780

790

800

730

740

750

760

770

780

790

800

0 10 20 30 40-10-20-30-40

10+20

730

740

750

760

770

780

790

800

730

740

750

760

770

780

790

800

0 10 20 30 40-10-20-30-40

10+30

730

740

750

760

770

780

790

800

730

740

750

760

770

780

790

800

0 10 20 30 40-10-20-30-40

10+40

730

740

750

760

770

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790

800

730

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790

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0 10 20 30 40-10-20-30-40

10+50

730

740

750

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770

780

790

800

STA.10+00 TO STA.10+50

STOWE

BO 1446(39)


CHANNEL CROSS SECTIONS 1


M. LONGSTREET

22-FEB-2021

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

C. COTA

13 13

730

740

750

760

770

780

790

800

0 10 20 30 40-10-20-30-40

10+60

730

740

750

760

770

780

790

800

730

740

750

760

770

780

790

800

0 10 20 30 40-10-20-30-40

10+70

730

740

750

760

770

780

790

800

730

740

750

760

770

780

790

800

0 10 20 30 40-10-20-30-40

10+80

730

740

750

760

770

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790

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730

740

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770

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0 10 20 30 40-10-20-30-40

10+90

730

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730

740

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790

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0 10 20 30 40-10-20-30-40

11+00

730

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790

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730

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0 10 20 30 40-10-20-30-40

11+25

730

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800

STA.10+60 TO STA.11+25

STOWE

BO 1446(39)


CHANNEL CROSS SECTIONS 2


M. LONGSTREET

22-FEB-2021

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

PROPOSED IMPROVEMENT BRIDGE PROJECT

Documents

Transcript of PROPOSED IMPROVEMENT BRIDGE PROJECT