M O FREED UNIT OM AND Y PROPOSED IMPROVEMENT BRIDGE …

0 4040

SCALE: 1" = 40'-0"

12/31/2019

NAVD88

2

NAD83(2011)

VTRANS

RICHFORD

COUNTY OF FRANKLIN

TOWN OF RICHFORD

TO BERKSHIREVT 105

TO JAY

VT 105

ROUTE NO : VT RT 105, MINOR ARTERIAL BRIDGE NO : 30

0+001+00

2+003+00 4+00

5+00

6+00

WITH A NEW TEMPORARY DETOUR BRIDGE OFF ALIGNMENT.

REPLACEMENT OF EXISTING TEMPORARY BRIDGE ON VT 105 ALIGNMENT

ER P20-1 (806)C/1

LENGTH OF PROJECT:

LENGTH OF DETOUR:

PROJECT DESCRIPTION:

PROJECT LOCATION:

600.00 FEET

600.00 FEET

STA 0+00.00

BEGIN TEMPORARY DETOUR

BEGIN PROJECT

STA 6+00.00

END TEMPORARY DETOUR

END PROJECT

N

VT STAT

E PLA

NE

GRID

CAROLYN COTA, P.E.

ER P20-1 (806)C/1

RICHFORD

BR

OOK

LOVELA

ND

AND RIVER ST.IN RICHFORD AND EXTENDING 600 FEET NORTH ON VT 105.

BEGINNING 1.0 MILES SOUTH OF THE INTERSECTION OF VT 105, MAIN ST.

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 21

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

Ann L. Gammell, PE Jun 21, 2021

3'-0"

(TYP)

EL VARIES

1.5

1

(T

YP)

3'-0"

3'-0"

(T

YP)

(TYP) CHANNEL EXCAVATION

LIMITS OF UNCLASSIFIED

GROUND

EXISTING

SCALE …" = 1'-0"

ABUTMENT EARTHWORK TYPICAL SECTION

3'-0"

MI

NI

MU

M

TEMPORARY BRIDGE

DETOUR ROADWAY FG.

GRADE

0.020 0.0200.060

C

VT 105

L

1:2

*

CONCRETE PAVEMENT

3" BITUMINOUS

SHOULDERS

3" AGGREGATE

GRADED CRUSHED STONE

18" SUBBASE OF DENSE

(TYP)

SHLD

1 •" BCP, TYPE IVS OVER

* 1 •" BCP, TYPE IVS OVER

SCALE …" = 1'-0"

STONE FILL (TYP)

GEOTEXTILE UNDER

21-JUN-2021

DESIGNED BY:

PROJECT LEADER: DRAWN BY:

PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

C. COTA

2 21

RICHFORD

ER P20-1(806) C/1

s20b162typ_c1.dgn

D. PETERSON

M. LONGSTREET

D. PETERSON

TEMPORARY BRIDGE TYPICAL SECTION

(SEE STD G-1)

GALVANIZED

W/ 8FT POSTS

GUARDRAIL,

HD STEEL BEAM

1:1.5

TYPE III

STONE FILL,

TYPE III

STONE FILL,

2'-0" 12'-0" TO FACE OF RAIL (TYP) 10'-0" TRAVEL LANE (TYP) 2'-0"

6'-0"

VT 105 TEMPORARY DETOUR ROADWAY TYPICAL SECTION

GROUND

EXISTING

BORROW

EARTH

C. COTA

3 21

RICHFORD

ER P20-1(806) C/1

s20b162notes_c1.dgn

D. PETERSON

R. PELLETT

S. COLEY

22-JUN-2021

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OFPROJECT NOTES SHEET

ESTIMATED QUANTITIES FOR ITEM 900.645 SPECIAL PROVISION (TEMPORARY ROADWAY)*

*

TEMPORARY ROADWAY.

NOT INCLUDE ALL ITEMS AND/OR INCIDENTALS REQUIRED TO CONSTRUCT THE

THE ITEMS AND QUANTITIES REQUIRED FOR THE LUMP SUM ITEM. THIS LIST DOES

THESE ITEMS ARE NOT CONTRACT ITEMS BUT PROVIDED TO ASSIST IN ESTIMATING

NOTE:

21-JUN-2021

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

C. COTA

4 21

RICHFORD

ER P20-1(806) C/1

s20b162notes_c1.dgn

D. PETERSON

R. PELLETT

S. COLEY

QUANTITY SHEET

DITCH

FOUNDATION

GARDEN

HEDGE

WITH PROPOSED ANNOTATION.

FEATURES WITH HEAVIER LINEWEIGHT, IN COMBINATION

FOR EXISTING FEATURES, ALSO USED FOR PROPOSED

THESE ARE COMMON VAOT SURVEY POINT SYMBOLS

BODY OF WATER EDGE

WOOD LINE

STONE WALL

ROAD EDGE PAVEMENT

ROAD EDGE GRAVEL

DRIVEWAY EDGE

RAILROAD TRACKS

LEDGE EXPOSED

BRUSH LINE

WALL

SLOPE RIGHTS

SURVEY LINE

6F PROPERTY BOUNDARY

4F PROPERTY BOUNDARY

PROPERTY LINE (P/L)

TOWN BOUNDARY LINE

COUNTY BOUNDARY LINE

STATE BOUNDARY LINE

FENCE STEEL POST

FENCE (EXISTING)

FENCE WOOD POST

CULVERT (EXISTING)

ELECTRIC+CABLE

CABLE (TV)

ELECTRIC+TELEPHONE

UTILITY POLE GUY WIRE

ELECTRIC+TELEPHONE

PLAN LAYOUT MATCHLINE

CLEAR ZONE

TELEPHONE

ELECTRIC

CABLE+TELEPHONE

ELECTRIC+TELEPHONE

ELECTRIC+CABLE

CABLE+TELEPHONE

SANITARY SEWER (SEPTIC)

WATER LINE

GAS LINE

TELEPHONE

CABLE (TV)

ELECTRIC

CULVERT PROPOSED

BOTTOM OF DITCH L

STRUCTURE SUBSURFACE

.

SR SR SR

FILTER CURTAIN

SILT FENCE

SILT FENCE WOVEN WIRE

EPSC MEASURES

WETLAND BOUNDARY

RIPARIAN BUFFER ZONE

SOIL TYPE BOUNDARY

HISTORIC STRUCTURE

HISTORIC DISTRICT BOUNDARY

HISTORIC AREA

AGRICULTURAL LAND

HAZARDOUS WASTE AREA

ENVIRONMENTAL RESOURCES

FISH & WILDLIFE HABITAT

FLOOD PLAIN

STORM WATER

USDA FOREST SERVICE LANDS

WILDLIFE HABITAT SUIT/CONN

CHECK DAM

ARCHEOLOGICAL BOUNDARY

ARCHEOLOGICAL & HISTORIC

UTILITY SYMBOLOGY

UNDERGROUND UTILITIES

ABOVE GROUND UTILITIES (AERIAL)

PROJECT DESIGN & LAYOUT SYMBOLOGY

CODE DESCRIPTIONPOINT

COMMON TOPOGRAPHIC POINT SYMBOLS

DESCRIPTION

PROPOSED GEOMETRY CODES

CODE

BARRIER FENCE

EPSC LAYOUT PLAN SYMBOLOGY

PROJECT CONSTRUCTION SYMBOLOGY

EROSION MATTING

PROJECT CONSTRUCTION FEATURES

STONE FILL

TOE OF FILL SLOPE

TOP OF CUT SLOPE

CONVENTIONAL TOPOGRAPHIC SYMBOLOGY

EXISTING FEATURES

CONVENTIONAL BOUNDARY SYMBOLOGY

STRIPING LINE REMOVAL

REQUIRING RE-VEGETATION

DISTURBED AREAS

THREATENED & ENDANGERED SPECIES

SHEET PILES

HAZARDOUS WASTE

WSO

WELL

VCTRL

TSIGN

TIE

TEL

STUMP

SIGN

SHRUB

SAT

S

RRSL

RRSIG

POST

PMK

PM

MM

MH

MB

LI

IPIPE

IP

HYD

HVCTRL

HCTRL

H

GV

GUYW

GUY

GSO

GP

GASFIL

FPOLE

EL

DITHR

COMB

CB

BND

BM

APL

PERMANENT EASEMENT LINE (P)

TEMPORARY EASEMENT LINE (T)

BOUNDARY LINES

DESCRIPTIONCODE

IRON PIN TO BE SET

BNDNS

IPNS

CALC

POINT

STATE ROW

TOWN ROW

STATE ROW (LIMITED ACCESS)

PROJECT DEMARCATION FENCE

TREE PROTECTION ZONE (TPZ)

PROPOSED STATE R.O.W.

PROPOSED STATE R.O.W. (LIMITED ACCESS)

BOUND TO BE SETBNDNS

IPNF

BOUND SET

R.O.W. ABBREVIATIONS (CODES) & SYMBOLS

USED TO CLARIFY AS NEEDED.

VARY, PLAN ANNOTATIONS AND NOTES SHOULD BE

SHEET COVERS THE BASICS. SYMBOLOGY ON PLANS MAY

AS NOTED ON PROJECT PLAN SHEETS. THIS LEGEND

LINEWEIGHT, IN COMBINATION WITH PROJECT ANNOTATION,

USED FOR EXISTING & PROPOSED FEATURES WITH HEAVIER

STANDARD CONVENTIONAL SYMBOLOGY. THE SYMBOLOGY IS

THE SYMBOLOGY ON THIS SHEET IS INTENDED TO COVER

SYMBOLOGY LEGEND NOTE

GENERAL INFORMATION

ROAD GUARDRAIL

PROW PROPOSED ROW POINT

LENGTH LENGTH CARRIED ON NEXT SHEET

EXISTING ROW POINT

UTILITY (GENERIC-UNKNOWN)

UTILITY (GENERIC-UNKNOWN)

C

L L

PP

CZ

T&E

AG

HABITAT

FLOOD PLAIN

OHW

HISTORIC

HISTORIC DIST

ARCH

WATER SHUT OFF

WELL

CONTROL VERTICAL

SIGN W/DOUBLE POST

TIE

TELEPHONE POLE

STUMP

SIGN

SHRUB

SATELLITE DISH

TREE SOFTWOOD

RAILROAD SWITCH LEVER

RAILROAD SIGNAL

POST STONE/WOOD

PROJECT MARKER

PARKING METER

MILE MARKER

MANHOLE (MH)

MAILBOX

LIGHT - STREET OR YARD

IRON PIPE

IRON PIN

HYDRANT

CONTROL HORIZ. & VERTICAL

CONTROL HORIZONTAL

TREE HARDWOOD

GATE VALVE

GUY WIRE

GUY POLE

GAS SHUT OFF

GUIDE POST

GAS FILLER

FLAGPOLE

ELECTRIC POWER POLE

DROP INLET THROATED DNC

COMBINATION POLE

CATCH BASIN

BOUND

BENCHMARK

BOUND APPARENT LOCATION

SEE EPSC DETAIL SHEETS FOR ADDITIONAL SYMBOLOGY

IRON PIN FOUND

I.&

CHORD BEARING

CURVE EXTERNAL DISTANCE

CURVE LENGTH OF

CURVE TANGENT LENGTH

CURVE RADIUS OF

CURVE DEGREE OF (100FT)

BACK STATION SUFFIX

AHEAD STATION SUFFIX

STATION PREFIX

POINT OF ENDING

POINT OF BEGINNING

POINT OF REVERSE CURVE

POINT OF COMPOUND CURVE

POINT OF TANGENCY

CENTER OF CURVE

POINT OF INTERSECTION

POINT OF CURVATURE

CB

E

L

T

R

D

BK

AH

STA

POE

POB

PRC

PCC

PT

CC

PI

PC

ELECTRIC+CABLE+TELEPHONE

ELECTRIC+CABLE+TELEPHONE

(T)

(P)

UE

SR

R.T.

R&REP

R&RES

PDF

LAND

I&M

HWY

EC

DRIVE

DR

DIT

D&C

CUL

CONST

CH

BF

TEMPORARY EASEMENT

PERMANENT EASEMENT

UTILITY EASEMENT

SLOPE RIGHT

RIGHT, TITLE, AND INTEREST

REMOVE & REPLACE

REMOVE & RESET

PROJECT DEMARCATION FENCE

LANDSCAPE EASEMENT

INSTALL & MAINTAIN EASEMENT

HIGHWAY EASEMENT

EROSION CONTROL

DRIVEWAY EASEMENT

DRAINAGE EASEMENT

DITCH EASEMENT

DISCONNECT & CONNECT

CULVERT EASEMENT

CONSTRUCTION EASEMENT

CHANNEL EASEMENT

BARRIER FENCE

ORDINARY HIGH WATER (OHW)

WETLAND BUFFER ZONE

C. COTA

5 21

21-JUN-2021

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

RICHFORD

ER P20-1(806) C/1

s20b162legend.dgn

D. PETERSON

M. LONGSTREET

D. PETERSON

CONVENTIONAL SYMBOLOGY LEGEND

21-JUN-2021

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

C. COTA

VTRANS

C. CYR

6 21

RICHFORD

ER P20-1(806) C/1

s20b162tie_c1.dgn

G. HITCHCOCK

TIE SHEET

NV

T

ST

AT

E

PL

AN

E

GRID

HVCTRL #49

NORTH = 906242.7290

EAST = 1593803.9660

ELEV. = 446.240

DATUM

VERTICAL

HORIZONTAL

LO

CA

L

CO

NT

RO

LN

ET

WO

RK

CO

NT

RO

L

NAVD(88)

NAD83(2011)

ADJUSTMENT COMPASS

HVCTRL #51 NORTH = 904629.2290

EAST = 1592562.3410

ELEV. = 463.325

HVCTRL #50 NORTH = 905396.5820

EAST = 1593083.3050

ELEV. = 468.211

63.06

BAR & CAP SET

M.BOX ELDER

96/28/984

1801

80.07

53.70

RT 10

5

SPK

153/975/96/32

BM

ELEV=467.145AFTER "O" OF OPEN

TOP OF BOLT

BARN CORNERCONCRETE

109.40

77.43 1

11.93

N

VT

ST

AT

E

PL

AN

E

GRID

RT 10

5

*MAIN TRAVERSE COMPLETED 01/03/2020 BY T. CATTANEO P.C & J.WANTUCH

* PT #48 WAS DERIVED FROM AN RTK OBSERVATION

SPIKE

HVCTRL #48

NORTH = 906945.6379

EAST = 1594337.2774

ELEV. = 474.690

GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.

NORTHWEST OF A FIBERGLASS WITNESS POST. THE DISK IS 2 INCHES BELOW THE

1.5 M (4.9 FT) NORTHEAST OF POWER POLE 991, AND 0.8 M (2.6 FT)

TO THE SCHOOL, 22 FT (6.7 M) SOUTHEAST OF THE CENTERLINE OF ROUTE 105,

LOCATED 45 FT (13.7 M) NORTHEAST OF THE CENTERLINE OF THE ROAD LEADING

SOUTH FROM ROUTE 105 TO THE RICHFORD ELEMENTARY SCHOOL. THE STATION IS

(1.0 KM) TO THE MARK ON THE LEFT AT THE T-JUNCTION OF A ROAD LEADING

ROUTES 105 AND 139 IN RICHFORD, PROCEED WEST ON ROUTE 105 FOR 0.6 MI

GENERAL LOCATION RICHFORD, VT. TO REACH FROM THE INTERSECTION OF VT

GROUND, ACCESS TO WHICH IS HAD THROUGH A 4 INCH PLASTIC SCREW PLUG.

NORTHWEST OF A FIBERGLASS WITNESS POST. THE DISK IS 2 INCHES BELOW THE

1.5 M (4.9 FT) NORTHEAST OF POWER POLE 991, AND 0.8 M (2.6 FT)

TO THE SCHOOL, 22 FT (6.7 M) SOUTHEAST OF THE CENTERLINE OF ROUTE 105,

LOCATED 45 FT (13.7 M) NORTHEAST OF THE CENTERLINE OF THE ROAD LEADING

SOUTH FROM ROUTE 105 TO THE RICHFORD ELEMENTARY SCHOOL. THE STATION IS

(1.0 KM) TO THE MARK ON THE LEFT AT THE T-JUNCTION OF A ROAD LEADING

ROUTES 105 AND 139 IN RICHFORD, PROCEED WEST ON ROUTE 105 FOR 0.6 MI

GENERAL LOCATION RICHFORD, VT. TO REACH FROM THE INTERSECTION OF VT

U 49

21-JUN-2021

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

C. COTA

7 21

RICHFORD

D. PETERSON

M. LONGSTREET

D. PETERSON

N

VT STAT

E PLA

NE

GRID

False No

rthing: 0.0

000

False Ea

sting: 1640

416.6667

Origin La

titude: 42

°30'00.00

00"N

Central Me

ridian: 72

°30'00.00

00"W

US Survey Foot

Transverse Merca

tor

NAD83 Verm

ont State

Planes

VT83

SCALE 1" = 20'-0"

20 0 20

DETOUR LAYOUT

ER P20-1(806) C/1

s20b162bdr_c1.dgn

TO BERKSHIRE

VT ROUTE 105

TO JAYVT ROUTE 105

SINGLE SUPPORT

REMOVE AND RESET MAILBOX

STEEL BEAM GUARDRAIL, GALV.

ANCHOR FOR STEEL BEAM RAIL

ADJUST ELEVATION OF VALVE BOX

TEMPORARY 4 INCH WHITE LINE

TEMPORARY 4 INCH YELLOW LINE

3+61.86 LT - 4+53.13 LT

3+61.41 RT - 5+48.52 RT

1+37.82 RT - 2+86.46 LT

0+42.81 RT - 2+86.46 RT

5+43 RT

4+47 LT

1+44 LT

0+49 RT

4+54 (LOCATION APPROXIMATE LOCATE IN FIELD)

4+80 LT - 6+00 LT

3+61 LT - 4+59 LT

3+61 RT - 6+00 RT

1+38 LT - 2+86 LT

0+00 RT - 2+86 RT

0+00 LT - 1+22 LT

0+00 - 6+00 (DOUBLE)

BARRICADE (TYP.)

TYPE III

BARRIER (TYP.)

TEMPORARY TRAFFIC

5+58.55 LT TO 6+15 LT (APPROX.)

4+13.48 LT TO 6+15 LT (APPROX.)

1+10.39 LT TO 0+30 LT

MOVE FROM:

20'-0"R

30'-0"R

20'-0"R

90°

90°

8+00

9+00

9+80

7+00

7+50

0+00

1+00

2+00

3+004+00

5+00

6+00

5+00

6+00

90°

STA 3+59.00

END TEMPORARY BRIDGE

STA 6+00.00

END TEMPORARY DETOUR

STA 2+89.00

BEGIN TEMPORARY BRIDGE

STA 0+00.00

BEGIN TEMPORARY DETOUR

~ = 90° LT/RT

CHANNEL STA 5+50.00

VT 105 STA 3+25.00 =

TYPE III

STONE FILL,

TYPE III

STONE FILL,

51

HVCTRL

54

HVCTRL

53

HVCTRL

52

HVCTRL

LO

VELA

ND BR

OO

KF

LO

W

1763

MAILBOX 1777

MAILBOX

1785

MAILBOXMAILBOX

96-31S

COMB

976

COMB

977

COMB

WIRE

GUY

WIRE

GUY

SHUTOFF

WATER

FORCE MAIN

4" SEWER

SHUTOFF

WATER

UNKNOW

LOCATION

SHUTOFF

WATERAPRROX. EXISTING R.O.W.

APRROX. EXISTING R.O.W.

APRROX. EXISTING R.O.W.APRROX. EXISTING R.O.W.

ESTIMATED LOCATION

12" DI WATER LINE

..

430

440

450

460

470

480480

430

440

450

460

470

480480-0

+25

0+00

0+25

0+50

0+75

1+00

1+25

1+50

1+75

2+00

2+25

2+50

2+75

3+00

3+25

3+50

3+75

4+00

4+25

4+50

4+75

5+00

5+25

5+50

PVI 0+25.00

ELEV 461.02

PV

C 0

+50.53

EL

EV 460.15

PVI 1+00.53

ELEV 458.45

PV

T 1

+50.53

EL

EV 458.07

PV

C 4

+13.08

EL

EV 456.10

LO 4

+35.81

EL

EV 456.02

PVI 4+63.08

ELEV 455.73

PV

T 5

+13.08

EL

EV 457.00

-3.4033%

-0.7500% 2.5500%

L =100.00 FT

HSD =368 FT

K =38

L =100.00 FT

HSD =235 FT

K =30

VERTICAL SCALE: 1" = 10'-0"

HORIZONTAL SCALE: 1" = 20'-0"

461.02

460.16

459.39

458.79

458.35

458.07

457.89

457.70

457.51

457.32

457.14

456.95

456.76

456.57

456.39

456.20

456.04

456.05

456.27

456.70

457.30

457.94

462.0

461.0

460.0

459.2

458.5

457.3

454.5

452.3

451.7

450.6

449.7

448.9

448.7

443.3

449.3

449.7

452.4

452.7

453.5

454.6

456.6

457.3

458.1

70'-0"

457.03

BRIDGE STA 2+89.00

BEGIN TEMPORARHY

456.51

BRIDGE STA 3+59.000

END TEMPORARY

1.51

ELEV 451.53 ELEV 451.051.51

MA

TC

HLI

NE

EXISTING GROUND

VT 105 DETOUR PROFILE

TYPE III(TYP)

STONE FILL,

440

450

460

470

480480

440

450

460

470

480480

5+50

5+75

6+00

6+25

PVI 6+06.55

ELEV 459.38

2.5500%



457.94

458.58

459.22

458.1

458.7

459.2

MA

TC

HLI

NE

VT 105 DETOUR PROFILE B

C. COTA

8 21

RICHFORD

D. PETERSON

M. LONGSTREET

D. PETERSON

ER P20-1(806) C/1

21-JUN-2021

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OFVT 105 DETOUR PROFILE

s20b162pro_c1.dgn

440

450

460

470470

440

450

460

470470

8+00

8+25

8+50

8+75

9+00

9+25

9+50

9+75

10

+00

455.85

455.80

457.44

458.29

457.67

457.05

456.43

455.8

455.7

455.6

458.1

457.0

456.6

456.9

455.3

PV

C 8

+26.52

EL

EV 455.79

PVI 8+36.52

ELEV 455.77

PV

RC 8

+46.52

EL

EV 457.03

PVI 8+59.46

ELEV 458.67

PV

T 8

+72.40

EL

EV 458.35

PVI 9+67.58

ELEV 455.99

-0.2120% -2.4740%

L =20.00 FT

HSD =30 FT

K =2

L =25.88 FT

SSD =84 FT

K =2

EXISTING GROUND



PLOOF DRIVE PROFILE

PCMS

PCMS

C. COTA

9 21

RICHFORD

D. PETERSON D. PETERSON

ER P20-1(806) C/1

s20b162traffic_c1.dgn

R. PELLETT

N

VT STAT

E PLA

NE

GRID

False No

rthing: 0.0

000

False Ea

sting: 1640

416.6667

Origin La

titude: 42

°30'00.00

00"N

Central Me

ridian: 72

°30'00.00

00"W

US Survey Foot

Transverse Merca

tor

NAD83 Verm

ont State

Planes

VT83

500'

25M.P.H.

0+00 1+002+00 3+00 4+00

5+006+00

30

500' 500'

25M.P.H.

500' 500' 500'

12

44

4

12.75

4.5

(TYP)

4.5

IN LANE

21-JUN-2021

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

IN LANE IN LANE

TEMPORARY BRIDGE APPROACH SIGNS

4.25

FLUORESCENT ORANGE

COLOR: BLACK ON,

INDENT: 0.5"

BORDER: 0.75"

RADIUS: 1.875"

SPECIAL PROVISION (TEMPORARY ROADWAY).

BE CONSIDERED INCIDENTAL TO ITEM 900.645

2. PAYMENT FOR SIGNS, POSTS AND INSTALLATION SHALL

1. REFER TO STANDARD T-1 FOR CONSTRUCTION SIGN NOTES.

NOTES:

N

VT STAT

E PLA

NE

GRID

False No

rthing: 0.0

000

False Ea

sting: 1640

416.6667

Origin La

titude: 42

°30'00.00

00"N

Central Me

ridian: 72

°30'00.00

00"W

US Survey Foot

Transverse Merca

tor

NAD83 Verm

ont State

Planes

VT83

SCALE 1" = 20'-0"

20 0 20

21-JUN-2021

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

C. COTA

10 21

RICHFORD


M. LONGSTREET

UTILITY LAYOUT

ER P20-1(806) C/1

s20b162bdrutl_c1.dgn

LO

VELA

ND BR

OO

KF

LO

W

TO BERKSHIREVT ROUTE 105

TO JAY

VT ROUTE 105

96-31S

COMB

976

COMB

977

COMB

WIRE

GUY

WIRE

GUY

SHUTOFF

WATER

FORCE MAIN

4" SEWER

SHUTOFF

WATER

UNKNOW

LOCATION

SHUTOFF

WATERAPRROX. EXISTING R.O.W.



ESTIMATED LOCATION

12" DI WATER LINE

49+0050+00 51+00 52+00

53+00

54+00

POLE

REMOVE EXISTING

END ANCHOR

WITH NEW 15' DEAD

NEW SERVICE POLE

POLE

REMOVE EXISTING

SERVICE TO NEW POLE

ALIGNMENT, RELOCATE

NEW 50' POLE ON

W/ 15' GUY WIRE

SERVICE TO NEW POLE

ALIGNMENT, RELOCATE

NEW 50' POLE ON

..

SCALE = •" = 1'-0"

SCALE = •" = 1'-0"

SCALE = •" = 1'-0"

SCALE = •" = 1'-0"

SCALE = •" = 1'-0"

A

A

B

B

C

C

FOOTING

A B C

CBA

FOOTING

FOOTING

FOOTING

#5 @ 12"

#5 @ 12" EACH FACE

#5 @ 12" TOP & BOTTOM

9"

#5 @ 12"

#5 @ 12" EACH FACE


2'-0"

#5 @ 12"

#5 @ 12" EACH FACE

9"

#5 @ 12" TOP & BOTTOMC

BEARING

L

( C-6" )

( C-6" )

( C-6" )

( C-6" )

( C-6" )

( C-6" )

F = FIXED END

E = EXPANSION END

CAST-IN-PLACE FOUNDATION PLAN

CAST-IN-PLACE FOUNDATION ELEVATION

SECTION A-A CAST-IN-PLACE

SECTION B-B CAST-IN-PLACE

SECTION C-C CAST-IN-PLACE

WINGWALL

WINGWALL

WINGWALL WINGWALL

WINGWALL

BACKWALL

BACKWALL

1.

2.

3.

4.

5.

6'-6"1'-3"

BEARING LOCATIONS BEARING LOCATIONS

2'-0"

1'-0"

1'-0"

6"

+/-

C

C

+ 6"

A

B

A

B (A - B)/2(A - B)/2

3'-3"

3'-3"

C

+ 6"

C6"

+/-

3'-6"

6.

GROUTED 12" INTO FOOTING

#8 BARS (24" LONG)

GROUTED 12" INTO FOOTING

#8 BARS (24" LONG)

1'-3"

(POCKET IS OPTIONAL)

VARIES WITH JOINT GAP

DRILLED 12" DEEP IN FOOTING AND CENTERED IN WALL

(5) #8 BARS EVENLY SPACED FOR TWO LANE BRIDGE

(3) #8 BARS EVENLY SPACED FOR SINGLE LANE BRIDGE

(TYP)

MINIMUM

1'-0"(TYP)

1'-7" EQUAL EQUAL 1'-7"

SPECIFIED ON THE PLANS.

2'-2" BAR LAP UNLESS OTHERWISE


3" CLEAR, UNLESS OTHERWISE

REBAR NOTE:

WINGWALL

L BRIDGEC

L BRIDGEC

1'-0"

C

CL BEARING

CL BEARING

CL BEARING

21-JUN-2021

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

C. COTA

11 21

RICHFORD

ER P20-1(806) C/1

s20b162tmpSub.dgn

D. PETERSON

M. LONGSTREET

D. PETERSON

ABUTMENT DETAILS SHEET 1

7.

PAID FOR UNDER ITEM 900.645 SPECIAL PROVISION (TEMPORARY ROADWAY).

AND ALL OTHER INCIDENTALS REQUIRED TO CONSTRUCT THE ABUTMENTS SHALL BE

ITEM 507.11 REINFORCING STEEL LEVEL I. PAYMENT FOR CONCRETE, REINFORCING STEEL

CONCRETE, CLASS B. REINFORCING STEEL SHALL MEET THE REQUIREMENTS FOR

CONCRETE FOR ABUTMENTS SHALL MEET THE REQUIREMENTS FOR ITEM 541.25

FOUNDATIONS.

SEE PROJECT NOTES FOR ADDITIONAL GEOTECHNICAL REQUIREMENTS FOR THE

BY THE MIX DESIGN STRENGTHS OR CYLINDER BREAKS.

COMPRESSIVE STRENGTH OF 2000 PSI. THE LENGTH OF THE CURE CAN BE VERIFIED

THE BRIDGE AND WALLS MAY BE PLACED ON THE FOOTING AFTER IT ACHIEVES A

SHOWN IN THE "EXPANSION GAP TEMPERATURE ADJUSTMENT" TABLE.

DUE TO TEMPERATURE AND THE VALUE SHOWN IS TO BE ADDED TO THE VALUES

FOUNDATION DIMENSION TABLE". DIMENSION "E" WILL ACCOUNT FOR BRIDGE EXPANSION

DIMENSIONS MARKED ANNOTATED WITH LETTER VALUES ARE LOCATED IN THE "BRIDGE

SAME LEVEL, TO AVOID MALDISTRIBUTION OF STRESSES IN THE BRIDGE.

IT IS ESSENTIAL THAT ALL OF THE BEARINGS ON AN ABUTMENT ARE SET AT THE

HAS BEEN LAUNCHED AND JACKED DOWN INTO POSITION ON ITS BEARINGS.

THE ABUTMENT BALLAST WALLS SHOULD NOT BE CONSTRUCTED UNTIL THE BRIDGE

INSTALLATION OF MABEY COMPACT 200 BRIDGES ARE SHOWN.

THE TYPICAL FOUNDATION LAYOUTS REQUIRED TO DIMENSIONALLY FACILITATE THE

FOUNDATION NOTES:

END

EXPANSION

SCALE = ‚" = 1'-0"

FOUNDATION PROFILE

DECKDECK

E =

LENGTH OF SPAN

END

FIXED

F =

C

FIX BEARING

L BEARING C

BEARING

L BEARING EXPANSION

PRECAST FOOTING

TO EMBEDED ANGLES

TO COVER JOINT, WELDED

STEEL BAR ‚"x2"x6" LONG

‚

‚

SCALE = 1" = 1'-0"

PRECAST UNITS

BETWEEN

COLD JOINT

WELD (TYP)

CARBON STUD

WELDING CONNECTION ANGLE DETAIL "A"

PRECAST WINGWALL

IN FOOTING

IN WALL & ONE CAST

@ 3"o/c (TYP), ONE CAST

ƒ''x8'' WELDED STUDS

L2x2x…x6" LONG W/(2)

SCALE = •" = 1'-0"

SCALE = •" = 1'-0"

FOOTING

FOOTING

#5 @ 12"

#5 @ 12" EACH FACE

1'-6"

#5 @ 12"

#5 @ 12" EACH FACE

9"


( C-6" )

( C-6" )

( C-6" )

( C-6" )

SECTION D-D PRECAST

SECTION E-E PRECAST

#5 @ 12" BOTTOM

#5 @ 12" TOP

8"

6'-0"

#5 @ 12" TOP

8"

6'-0"


#5 @ 12" BOTTOM

SCALE = •" = 1'-0"

D

D

E

E

C

BEARING

L

F = FIXED GAP

E = EXPANSION GAP

PRECAST FOUNDATION PLAN

SHEET 1 , FOR NOTES AND DIMENSION TABLES.

DIMENSION AND DETAILS FOR THIS OPTION ARE SIMILAR TO THE CAST-IN-PLACE DETAILS. SEE

1. ) FOUNDATION COMPONENTS MAY BE PRECAST AND ASSEMBLED AS SHOWN IN THESE DETAILS.

(TYPICAL)

THIS SHEET

ANGLE DETAIL "A"

CONNECTION

SEE WELDING

THIS SHEET

ANGLE DETAIL "B"

CONNECTION

SEE WELDING

WINGWALLS

EACH, TYPICAL AT

W/ (2) WELDED STUDS

LONG WELDING ANGLES

EMBEDED L2x2x…x6''

WINGWALL

PRECAST WINGWALLPRECAST WINGWALL

WALL

BACK

PRECAST BACKWALL

BACKWALL

L2x2 IN

FOOTING

PLATE W/(2) WELDED STUDS EACH EMBEDED IN

STUDS EACH, EMBEDED IN BACKWALL & •''8''x8''

L2x2x…x6'' LONG WELDING ANGLE W/ (2) WELDED

IN FOOTING

8''x8'' PLATE

CAST IN FOOTING

WINGWALL AND

L2x2 CAST IN

BY FABRICATOR

BE DESIGNED & LOCATED

MIN. (4) REQUIRED TO

LIFT POINT LOCATION 6'-6"1'-3"

A

B (A - B)/2(A - B)/2

1'-0" MIN.

2'-0"

(2) WELDING (2) WELDING

3'-3"

3'-3"

2'-0"

SPACED

SYMMETRICALLY

ANGLE SETS

SPACED

SYMMETRICALLY

ANGLE SETS

(3) WELDING ANGLES EVENLY SPACED

FOR "B" DIMENSION GREATER THAN 25'-0"

(5) WELDING ANGLES EVENLY SPACED(TYP)

1'-0"


2'-2" BAR LAP UNLESS OTHERWISE


3" CLEAR, UNLESS OTHERWISE

REBAR NOTE:

L BRIDGEC

CL BEARING

CL BEARING

21-JUN-2021

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

C. COTA

12 21

RICHFORD

ER P20-1(806) C/1

s20b162tmpSub.dgn

D. PETERSON

M. LONGSTREET

D. PETERSON

ABUTMENT DETAILS SHEET 2

PRECAST UNITS

BETWEEN

COLD JOINT

SCALE = 1" = 1'-0"

WELDING CONNECTION ANGLE DETAIL "B"

PRECAST BACKWALL

STUD WELD

CARBON

STUD WELD

CARBON

‚

PRECAST FOOTING

AND F ON FOUNDATION PLAN

VARIES SEE DIMENSION E

L EMBEDED PLATEC

@ 4"o/c, IN FOOTING

ƒ"x8'' WELDED STUDS

•''x8''x8'' PLATE W/(2)

@ 3"o/c (TYP), IN WALL

ƒ''x8'' WELDED STUDS

L2x2x…x6" LONG W/(2)

6"

440

450

460

470

480

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

0+25

440

450

460

470

480

440

450

460

470

480

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

0+50

440

450

460

470

480

440

450

460

470

480

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

1+00

440

450

460

470

480

440

450

460

470

480

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

1+30

440

450

460

470

480

440

450

460

470

480

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

1+50

440

450

460

470

480

-0.0201:-2.0

0.001 -0.020 1:-2.0

-0.013 -0.0201:-2.0

-0.020 -0.0201:-1.5

-0.020 -0.0201:-1.5

1:-2.0

1:-2.0

1:-2.0

1:-1.5

1:-1.5

0.008 -0.020

0.001 -0.020

-0.013 -0.020

-0.020 -0.020

-0.020 -0.020

F.G. = 461.02

F.G. = 460.16

F.G. = 458.79

F.G. = 458.28

F.G. = 458.07

RESIDENTIAL DRIVE ACCESS

STA 0+00.00 BEGIN TEMPORARY DETOUR

21-JUN-2021

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

C. COTA

13 21

RICHFORD

ER P20-1(806) C/1

s20b162xs.dgn

D. PETERSON

M. LONGSTREET

V. POLHEMUS

VT 105 TEMPORARY XS 1

440

450

460

470

480

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

1+75

440

450

460

470

480

F.G. = 458.07

-0.020 -0.020 1:-1.5

1:-2.0

440

450

460

470

480

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

2+00

440

450

460

470

480

440

450

460

470

480

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

2+50

440

450

460

470

480

440

450

460

470

480

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

2+85

440

450

460

470

480

440

450

460

470

480

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

3+62

440

450

460

470

480

440

450

460

470

480

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

4+00

440

450

460

470

480

1:-2.0

1:-2.0

1:-1.5

1:-2.0

1:-2.0

1:-1.5

1:-1.5

1:-1.5

1:-1.5

1:-1.5

-0.020 -0.020

-0.020 -0.020

0.000 0.000

0.000 -0.000

-0.020 -0.020

F.G. = 457.70

F.G. = 457.32

F.G. = 457.06

F.G. = 456.48

F.G. = 456.20RESIDENTIAL

DRIVE ACCESS

STA 2+89.00 BEGIN TEMPORARY BRIDGE

STA 3+59.00 END TEMPORARY BRIDGE

STONE FILL, TYPE III

GEOTEXTILE UNDER STONE FILL

CHANNEL EXCAVATION

BEGIN STA 2+71 - END STA 3+07 LT:



CHANNEL EXCAVATION

BEGIN STA 2+79 - END STA 3+02 RT:



CHANNEL EXCAVATION




CHANNEL EXCAVATION


21-JUN-2021

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

C. COTA

14 21

RICHFORD

ER P20-1(806) C/1

s20b162xs.dgn

D. PETERSON

M. LONGSTREET

V. POLHEMUS


440

450

460

470

480

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

2+25

440

450

460

470

480

F.G. = 458.07

-0.020 -0.020 1:-1.5

2'-0"

1:2.0

EL. 453.90

2'-0"

1:2.0

EL. 452.90



CHANNEL EXCAVATION




CHANNEL EXCAVATION


GRASS LINED DITCH

BEGIN STA 3+62 LT:

1:-2.0

440

450

460

470

480

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

4+50

440

450

460

470

480

440

450

460

470

480

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

4+75

440

450

460

470

480

440

450

460

470

480

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

5+00

440

450

460

470

480

440

450

460

470

480

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

5+50

440

450

460

470

480

440

450

460

470

480

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

6+00

440

450

460

470

480

1:-1.5

1:-2.0

1:-2.0

-0.020 -0.020

-0.020 -0.020

-0.020 -0.020

-0.010 -0.020

-0.030 -0.020

F.G. = 456.05

F.G. = 456.27

F.G. = 456.70

F.G. = 457.94

F.G. = 459.22

RESIDENTIAL

DRIVE ACCESS

RESIDENTIAL

DRIVE ACCESS

STA 6+00.00 END TEMPORARY DETOUR

21-JUN-2021

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

C. COTA

15 21

RICHFORD

ER P20-1(806) C/1

s20b162xs.dgn

D. PETERSON

M. LONGSTREET

V. POLHEMUS


440

450

460

470

480

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

4+25

440

450

460

470

480

F.G. = 456.04

-0.020 -0.020 1:-1.5

2'-0"

1:2.0

EL. 455.30

GRASS LINED DITCH

END STA 4+60 LT:

2'-0"

1:2.0

EL. 454.60

420

430

440

450

460

470

480

490

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

5+00

420

430

440

450

460

470

480

490

420

430

440

450

460

470

480

490

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

5+29

420

430

440

450

460

470

480

490

420

430

440

450

460

470

480

490

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

5+30

420

430

440

450

460

470

480

490

420

430

440

450

460

470

480

490

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

5+40

420

430

440

450

460

470

480

490

STA.5+00 TO STA.5+40

BEGIN GEOTEXTILE UNDER STONE FILL

BEGIN STONE FILL, TYPE III

STA 5+25.8 LT



STA 5+25.87 RT

21-JUN-2021

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

s20b162xs_TempChannel.dgn

C. COTA

16 21

RICHFORD

ER P20-1(806) C/1

D. PETERSON

M. LONGSTREET

D. PETERSON

TEMPORARY CHANNEL XS 1

420

430

440

450

460

470

480

490

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

5+50

420

430

440

450

460

470

480

490

420

430

440

450

460

470

480

490

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

5+60

420

430

440

450

460

470

480

490

420

430

440

450

460

470

480

490

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

5+70

420

430

440

450

460

470

480

490

420

430

440

450

460

470

480

490

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

5+71

420

430

440

450

460

470

480

490

STA.5+50 TO STA.5+71



STA 5+74.4 RT



STA 5+79.7 LT

21-JUN-2021

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

s20b162xs_TempChannel.dgn

C. COTA

17 21

RICHFORD

ER P20-1(806) C/1

D. PETERSON

M. LONGSTREET

D. PETERSON

TEMPORARY CHANNEL XS 2

HYDROLOGICAL SOIL GROUP: C/D

K-FACTOR = 0.24, 3%-8% SLOPES

ELDRIDGE LOAMY FINE SAND

SOIL INFORMATION:

HYDROLOGICAL SOIL GROUP: A


WINDSOR LOAMY FIN SAND

SOIL INFORMATION:

HYDROLOGICAL SOIL GROUP: B/D

K-FACTOR = 0.37

RUMNEY VARIANT SILT LOAM

SOIL INFORMATION:

HYDROLOGICAL SOIL GROUP: B/D

K-FACTOR = 0.37

RUMNEY VARIANT SILT LOAM

SOIL INFORMATION:

HYDROLOGICAL SOIL GROUP: A


WINDSOR LOAMY FINE SAND

SOIL INFORMATION:

RI

PA

RI

AN

BU

FF

ER

RI

PA

RI

AN

BU

FF

ER

C. COTA

18 21

RICHFORD

s20b162ero.dgn


N

VT STAT

E PLA

NE

GRID

False No

rthing: 0.0

000

False Ea

sting: 1640

416.6667

Origin La

titude: 42

°30'00.00

00"N

Central Me

ridian: 72

°30'00.00

00"W

US Survey Foot

Transverse Merca

tor

NAD83 Verm

ont State

Planes

VT83

SCALE 1" = 20'-0"

20 0 20

21-JUN-2021

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

M. LONGSTREET

EPSC EXISTING CONDITIONS

ER P20-1(806) C/1

0+00

1+00

2+00

3+004+00

5+00

6+00

5+00

6+00

MABEY BRIDGE

120' TEMPORARY

51

HVCTRL

54

HVCTRL

53

HVCTRL

52

HVCTRL

PIP

E

WAS

HE

D

OU

T

DISH

SATTELITE

LO

VELA

ND BR

OO

KF

LO

W

FE

NC

ER

AI

L

1763

MAILBOX 1777

MAILBOX

1785

MAILBOXMAILBOX


TO JAY

VT ROUTE 105

DRI

VE

GR

AV

EL

DRIVE

GRAVEL

DRIVE

GRAVELVT-105)

(BRIDGE 30

VD-701

SIGN

W8-1

SIGN

0100)

0611

(1050

VD-700

MILEMARKER

96-31S

COMB

976

COMB

977

COMB

WIRE

GUY

WIRE

GUY

SHUTOFF

WATER

FORCE MAIN

4" SEWER

HOUSE

GARAGE

HOUSE

SHUTOFF

WATER

UNKNOW

LOCATION

SHUTOFF

WATER

120' MABEY BRIDGE INSTALLED 2019

BUILT 1969, WASHED OUT 2019

96" X UNK'ACCGMPP

EXISTING BRIDGE INFORMATION




GABI

AN

WALL

APPRON

PAVED

CONCRETE BARRIER

BA

RRIE

R

CO

NC

RETE B

AR

RIE

R

CO

NC

RETE

ESTIMATED LOCATION

12" DI WATER LINE

PLOOF, PATRICK L.

WHO LAND HOLDINGS, LLC

WHO LAND HOLDINGS, LLC

N/F

BENNETT, JOSEPH A. & KELLI S.

440

440

440

440

440

450

450

450

450

450

450

450

450

450

450

450

450

450

..

460

460

ROADWAYS AND TRANSPORTATION FACILITIES

ADAPTED FROM VTRANS TECHNICAL LANDSCAPE MANUAL FOR

SECTION 651 FOR SEED (PAY ITEM 651.15)

THIS WORK SHALL BE PERFORMED IN ACCORDANCE WITH

21-JUN-2021

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

C. COTA

19 21

RICHFORD


ER P20-1(806) C/1

s20b162ero_c1.dgn

R. PELLETT

EPSC DETAIL

CONSTRUCTION GUIDANCE

REVISIONS

TURF ESTABLISHMENT

WHFJANUARY 12, 2015

7.

6.

5.

4.

3.

2.

1.

GROWTH OF GRASS.

TO SEPTEMBER 15 AND AFTER APRIL 15 CAN BETTER ENSURE A VIGOROUS

TURF ESTABLISHMENT: PLACING SEED, FERTILIZER, LIME AND MULCH PRIOR

THE AMOUNTS AND TYPES OF SOIL AMENDMENTS TO BE APPLIED.

AND THE TYPE OF HYDROSEED PROPOSED FOR USE WILL ULTIMATELY DICTATE

HYDROSEEDING: ALTHOUGH GUIDANCE IS GIVEN ABOVE THE SITE CONDITIONS

ACHIEVE 90% GROUND COVER OR AS DIRECTED BY THE ENGINEER.

HAY MULCH: TO BE PLACED ON EARTH SLOPES AT THE RATE OF 2 TONS/ACRE,

DIRECTED BY THE ENGINEER.

FERTILIZER AND LIMESTONE: SHALL FOLLOW RATES SHOWN ON PLAN OR AS

WEIGHT AND SHALL BE FREE OF ALL NOXIOUS SEED.

ALL SEED MIXTURES: SHALL NOT HAVE A WEED CONTENT EXCEEDING 0.40% BY

UPLAND (NON WETLAND) AREAS DISTURBED BY THE CONTRACTOR.

SEED MIX: USE AS INDICATED IN THE PLANS AND/OR FOR ALL ESTABLISHED

ON WHICH SEED MIX TO USE.

SEED MIX: THE CONTRACTOR SHALL COORDINATE WITH THE RESIDENT ENGINEER

21-JUN-2021

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

C. COTA

20 21

RICHFORD

ER P20-1(806) C/1

s20b162row.dgn

D. PETERSON

W. WILDER

A. PROULX

R.O.W. LAYOUT SHEETAND RIGHTS FOR THIS PROJECT.

STATE OF VERMONT'S ACQUISITION OF LAND

UPON FOR PURPOSES UNRELATED TO THE

BE ACCURATE BUT SHOULD NOT BE RELIED

PROPERTY LINES P/L ARE BELIEVED TO

LINES SHOWN ON THIS PLAN AS EXISTING

CENTERLINE

TEMPORARY DETOUR

OF CONSTRUCTION

TEMPORARY LIMITS

OF CONSTRUCTION

TEMPORARY LIMITS

STA 53+68.2 LT

STA 52+55.2 LT

STA 49+40.9 LT

SINGLE SUPPORT

REMOVE & RESET MAILBOX,

STA 48+25.0 - 54+25.0 LT/RT

4 INCH WHITE LINE

STA 48+25.0 - 54+25.0 CL (DOUBLE)

4 INCH YELLOW LINE

N

VT STAT

E PLA

NE

GRID

False No

rthing: 0.0

000

False Ea

sting: 1640

416.6667

Origin La

titude: 42

°30'00.00

00"N

Central Me

ridian: 72

°30'00.00

00"W

US Survey Foot

Transverse Merca

tor

NAD83 Verm

ont State

Planes

VT83

SCALE 1" = 20'-0"

20 0 20

STA 53+75.0 RT

STA 49+75.0 LT

CONSTRUCT GRAVEL DRIVE

STA 53+75.0 RT (5' APRON)

STA 51+87.7 LT

STA 49+75.0 LT (10' APRON)

CONSTRUCT PAVED DRIVE

STA 52+77.7 RT (GREEN)

STA 51+68.0 LT (BLUE)

STA 49+86.6 LT (GREEN)

STA 49+56.5 RT (BLUE)

DELINEATORS WITH STEEL POST

STA 51+46.7 RT

CATCH BASIN WITH CAST IRON GRATE

PRECAST REINFORCED CONCRETE

STA 51+46.7 RT

18" CPEP (SL) PIPE

49+0050+00 51+00 52+00

53+00

54+00

STA 48+08.64

PC

STA 53+77.76

PT

10

+00

11

+00

12

+00

16'R

16'R

32'R

105°

SAVE TREES

16'R3'R

12'R

STA 50+93.61

PI

SAVE TREE

SAVE TREE

MABEY BRIDGE

120' TEMPORARY

51

HVCTRL

54

HVCTRL

53

HVCTRL

52

HVCTRL

PIP

E

WAS

HE

D

OU

T

DISH

SATTELITE

LO

VELA

ND BR

OO

KF

LO

W

FE

NC

ER

AI

L

1763

MAILBOX 1777

MAILBOX

1785

MAILBOXMAILBOX


TO JAY

VT ROUTE 105

DRI

VE

GR

AV

EL

DRIVE

GRAVEL

DRIVE

GRAVELVT-105)

(BRIDGE 30

VD-701

SIGN

W8-1

SIGN

0100)

0611

(1050

VD-700

MILEMARKER

96-31S

COMB

976

COMB

977

COMB

WIRE

GUY

WIRE

GUY

SHUTOFF

WATER

FORCE MAIN

4" SEWER

HOUSE

GARAGE

HOUSE

SHUTOFF

WATER

UNKNOW

LOCATION

SHUTOFF

WATER

120' MABEY BRIDGE INSTALLED 2019

BUILT 1969, WASHED OUT 2019

96" X UNK'ACCGMPP

EXISTING BRIDGE INFORMATION

GABI

AN

WALL

APPRON

PAVED

CONCRETE BARRIER

BA

RRIE

R

CO

NC

RETE B

AR

RIE

R

CO

NC

RETE APPROX. EXISTING R.O.W.

APPROX. EXISTING R.O.W.

APPROX. EXISTING R.O.W.

DRIVE(T)

DETOUR(T)

DETOUR(T)

DETOUR(T)

DETOUR(T)

CB=N34°41'31"E, CL=123.24'

R=1934.85, L=123.26' N36°42'00"E, L=170.18'

N42°14'57"E, L=107.24'

S47°4

5'0

3"E, L

=49.5

0'

TIE LIN

E

S42°14'57"W, L=107.24'

CB=S39°28'29"W, CL=182.53'

R=1885.35, L=182.60'S36°42'00"W, L=170.02'

CB=S34°41'31"W, CL=120.08'

R=1885.35, L=120.11'

N57°0

8'0

0"W, L=49.5

0'

TIE LIN

E

A B

C D

FH

I

J

K

L

M

STA. 48+23.48, 27.32' LT

E=1592504.81

N=904695.97

STA. 49+45.94, 28.01' LT

E=1592574.95

N=904797.30

STA. 51+15.01, 28.77' LT

E=1592676.65

N=904933.75

STA. 53+01.12, 28.27' LT

E=1592795.74

N=905078.34

STA. 54+07.85, 26.34' LT

E=1592867.85

N=905157.73

STA. 54+07.28, 23.16' RT

E=1592904.49

N=905124.45

STA. 52+99.65, 21.21' RT

E=1592832.38

N=905045.06

STA. 51+16.21, 20.72' RT

E=1592716.34

N=904904.16

STA. 49+45.34, 21.49' RT

E=1592614.73

N=904767.85

STA. 48+24.64, 22.17' RT

E=1592546.38

N=904669.10

STA. 48+53, 21.62' RT

RICHFORD ER P20-1(806)

BEGIN R.O.W. PROJECT

STA. 53+83, 22.88' RT

RICHFORD ER P20-1(806)

END R.O.W. PROJECT

DRIVE(T)

HWY(P)

HWY(P)

HWY(P)HWY(P)

CH(P)

CH(P)

SLOPE(T)DRIVE(T)

34.26' RT

50+73.32

46.31' RT

50+78.22

46.46' RT

51+10.62

34.55' RT

51+25.12

34.48' RT

51+47.27

38.44' RT

51+49.15

34.41' RT

51+57.76

REMOVE(T)REMOVE(T)

REMOVE(T)

CONST(T)

CONST(T)

CONST(T)

1

3WHO LAND HOLDINGS, LLC

1

WHO LAND HOLDINGS, LLCPLOOF, PATRICK L.

2

P

L

PL

R&RES(T)R&RES(T)

R&RES(T)

11.15' RT

49+98.72

SLOPE(T)

R=1934.85, L=187.39' : CB=N39°28'29"E, CL=187.32'

BOOK 49, PAGE 308RICHFORD, VT LAND RECORDSEXISTING UTILITY EASEMENT V.E.C. 20 FT. WIDE

BOOK 49, PAGE 308

RICHFORD, VT LAND RECORDS

EXISTING UTILITY EASEMENT

V.E.C. 20 FT. WIDE

SLOPE(T)

INSTALL(T)

INSTALL(T)

REMOVE(T)

E

G

PROPOSED HIGHWAY DIMENSIONS

N32°36'02"E

N53°21'48"W

N39°56'00"E

S85°09'00"E

N52°07'56"W

S48°23'20"E

S47°43'53"E

S38°11'46"W

AB

BC

CD

DE

HI

JK

2.73'

1.5'

55.83'

87.36'

2.76'

6.9'

GH

GH

R=4365.71 151.01'

CB=N39°33'24"E CL=151.00'

KL

LM

9.80'

351.50'

N53°20'11"W 9.4'

FG

BENNETT, JOSEPH A. & KELLI S.

STA 49+45.34 21.49' RT

STA 49+45.21 30.88' RT

STA 52+99.36 30.98' RT

STA 52+99.65 21.21' RT

STA 53+01.12 28.27' LT

A

B

C

D

E

F

H

I

J

K

L

PROPOSED HIGHWAY POINTS

STA 49+45.94 28.01' LT

G

M

STA 49+45.98 30.77' LT

STA 50+32.48 36.57' LT

STA 50+87.80 34.05' LT

STA 51+51.24 30.98' LT

STA 51+51.25 29.46' LT

STA 63+01.19 30.96' LT

STA 51+33 ± 28.26' LT

REMOVE(T)

I&M(P)

29.14' LT

51+32.03

31.59' LT

51+15.6028.72' LT

51+13.09

43.81' LT

51+04.40

32.22' LT

51+31.9734.27' LT

51+24.55

50.69' LT

51+11.78

ENTRANCE

CONSTRUCTION

STABALIZED

ENTRANCE

CONSTRUCTION

STABALIZED

..

21-JUN-2021

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

C. COTA

21 21

RICHFORD

ER P20-1(806) C/1

s20b162row.dgn

D. PETERSON

W. WILDER

A. PROULX

R.O.W. DETAIL SHEET

Documents

M O FREED UNIT OM AND Y PROPOSED IMPROVEMENT BRIDGE …