STATE OF VERMONT AGENCY OF...

N

VT S

TAT

E

PLA

NE

GRID

False N

orthing:

0.0000

False E

asting: 1

640416.

6667

Origin L

atitude: 4

2°30'00.

0000"N

Central

Meridia

n: 72°30'

00.0000

"W

US Surv

ey Foot

Transve

rse Mer

cator

NAD83

Vermont

State P

lanes

VT83

315

+15

315

+15

320+00

325+00

330+0

0

335+00 340+00 345+00 350+00 355+00

360+00

365+00

370+00

375+00 380+00383+80

STA 316+55 (MM 5.995)

BEGIN BRISTOL STP PC20(2)

STA 382+25 (MM 7.240)

END BRISTOL STP PC20(2)

TO

MI

DD

LE

BU

RY

TO STARKSBORO

3/27/2019

PRELIMINARY PLANS

BRANDON KIPP, P.E.

BRISTOL

STP PC20(2)

DUBOIS & KING, INC.

3

OCTOBER 2018

NAVD 88

NAD 83 (2011)

AIRPORT RD

LIBERTY ST

SCHOOL ST

FIREHOUSE DR

MUNSILL AVE

MAPLE ST NORTH ST

SOUTH STBASIN ST

MOUNTAIN ST

STP PC20(2)

PROJECT LOCATION

NOT TO SCALE

VT ROUTE 116 (MINOR ARTERIAL)COUNTY OF ADDISON

TOWN OF BRISTOLCLASS I TOWN HIGHWAY

(1.244 MILES) AND STOPPING IN THE TOWN OF BRISTOL AT MILE MARKER 7.240 = STA. 382+25

AT MILE MARKER 5.995 = STA. 316+55 AND RUNNING NORTH ALONG VT ROUTE 116 FOR A DISTANCE OF 6670 FT

BEGINNING ON VT ROUTE 116 IN THE TOWN OF BRISTOL NEAR THE INTERSECTION WITH AIRPORT RD

1.245 6570.00TOTAL PROJECT LENGTH =

1.2456570.00TOTAL ROADWAY LENGTH =

------------------

1.2456570.00STA. 316+55 TO STA. 382+25 (MM 5.995 TO MM 7.240)TOWN OF BRISTOL

(MILES)(FT)STATION TO STATION DATA

LENGTH

PAVEMENT MARKINGS, GUARDRAIL IMPROVEMENTS, DRAINAGE IMPROVEMENTS AND OTHER RELATED HIGHWAY ITEMS.

WORK TO BE PERFORMED UNDER THIS PROJECT INCLUDES COARSE-MILLING, RESURFACING WITH SPOT LEVELING, AND WEARING COURSE,

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

PROPOSED IMPROVEMENT

AGENCY OF TRANSPORTATION

STATE OF VERMONT

QUALITY ASSURANCE PROGRAM : LEVEL

SHEET OF SHEETS1 56

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

PLACE LOGO AND P.E. STAMP INSIDE THIS BOX (AGENCY CONSULTANT USE ONLY - (THIS BOX MAY BE TURNED OFF)

Town Administrator

Text Box

Agenda Item III.3

3/27/2019

DESIGNED BY:

PROJECT LEADER: DRAWN BY:

PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF 56

z18v187idx.dgn

C. LATHROP

INDEX OF SHEETS

C. LATHROP

2

VTRANS STANDARDS

BRISTOL

STP PC20(2)

INDEX OF SHEETS

02/27/17MISCELLANEOUS GUARDRAIL DETAILSHSD-621.06

06/09/15GUARDRAIL, GALVANIZED

POST AND BLOCKOUT DETAILS FOR STEEL BEAM HSD-621.01

01/05/18SAFETY EDGE DETAILSHSD-400.01

HIGHWAY SAFETY AND DESIGN DETAIL SHEET

03/10/17VERMONT WARNING SIGN DETAILST-82

04/25/16VERMONT REGULATORY SIGN DETAILST-71

04/25/16VERMONT REGULATORY SIGN DETAILST-70

10/26/15STANDARD SIGN PLACEMENTT-56

01/02/13SQUARE TUBE SIGN POST AND ANCHORT-45

04/09/14MILEMARKER DETAILS STATE AND TOWN HIGHWAYT-44

08/06/12CONSTRUCTION ZONE LONGITUDINAL DROP-OFFS FOR PAVINGT-36

08/06/12CONSTRUCTION ZONE LONGITUDINAL DROP-OFFST-35

08/06/12CONSTRUCTION SIGN DETAILST-31




MARKING OPERATIONS

08/06/12TRAFFIC CONTROL FOR MAINTENANCE PAVEMENT T-24

08/06/12TRAFFIC CONTROL MISCELLANEOUS DETAILST-17

08/06/12CONVENTIONAL ROADS CONSTRUCTION APPROACH SIGNINGT-10

04/25/16TRAFFIC SIGN GENERAL NOTEST-2

04/25/16TEMPORARY TRAFFIC CONTROL GENERAL NOTEST-1

02/10/14LONGSPAN STEEL BEAM GUARDRAIL, GALVANIZEDS-366

08/07/95MAIL BOX SUPPORT DETAILS (SINGLE AND MULTIPLE SUPPORT)J-3

STEEL BEAM MEDIAN BARRIER

ANCHOR FOR STEEL BEAM GUARDRAIL

03/10/17STEEL BEAM GUARDRAIL END TERMINALSG-1D

STEEL BEAM GUARDRAIL WITH WOOD POSTS

03/10/17STEEL BEAM GUARDRAIL WITH STEEL POSTSG-1

08/18/95PAVEMENT MARKING DETAILSE-193

02/01/99PAVEMENT MARKING DETAILS E-191

08/08/95STANDARD SIGN PLACEMENT CONVENTIONAL ROADE-121

CAST IRON GRATE WITH FRAME, TYPE E

CAST IRON GRATE WITH FRAME, TYPE D

PRECAST REINFORCED MANHOLE W/ CAST IRON COVER

W/ CAST IRON GRATE

06/01/94PRECAST REINFORCED CONCRETE CATCH BASIND-15

2/11/08CURBINGC-10

03/10/08SIDEWALK RAMPS AND MEDIAN ISLANDSC-3B

03/10/08SIDEWALK RAMPSC-3A

07/08/05STANDARDS FOR RESIDENTIAL AND COMMERCIAL DRIVESB-71

03/03/03STANDARDS FOR TOWN & DEVELOPMENT ROADSA-76

SUPERPAVE BITUMINOUS CONCRETE PAVEMENT MIXTURE DESIGN CRITERIA

CUM. ESALS CUM. ESALS

2020 2040

TRAFFIC DATA

DHVAADT %T %D

52

54

ADTT

DESIGN LANE/DESIGN LIFE ESALS

DESIGN NUMBER OF GYRATIONS

PERFORMANCE GRADE ASPHALT BINDER:

XX

X,XXX,XXX

52

54

VT ROUTE 116

MM 5.995 - MM 7.240 = 30 MPH

POSTED SPEED

MM 5.995 - MM 6.615

MM 6.615 - MM 7.240

202020402020 2020 20202040 2040 2040 )2040-2020( -2060)2020(

4700

5300

5100

5700

540

610

590

660

5.5

6.7

8.9

10.7

310

410

540

710

2,191,000

2,700,000

5,037,000

6,187,000

T. MATTHEWS

T. MATTHEWS

*

*

EPSC DETAIL SHEETS 1-255-56

TRAFFIC CONTROL NOTES SHEET54

CONSTRUCTION APPROACH SIGNING SHEET53

SIGN DETAIL SHEET 1-251-52

TRAFFIC SIGN SUMMARY SHEETS 1-1437-50

PLAN SHEETS 1-1324-36

PAVEMENT MARKINGS DETAIL SHEET23

DITCH CLEANING DETAIL SHEET22

UNDERDRAIN DETAIL SHEET21

STRUCTURE AND VALVE INVENTORY SHEET20

UNSUITABLE SHOULDER DETAIL SHEET19

HANDWORK DETAILS FOR DRIVES SHEET18

GUARDRAIL REPLACE, GUIDELINES SHEETS 1-216-17

ITEM DETAIL SHEET15

QUANTITY SHEETS 1-312-14

DETAIL SHEETS 1-210-11

PROJECT TYPICAL SECTIONS SHEETS 1-55-9

PROJECT GENERAL NOTES SHEET4

CONVENTIONAL SYMBOLOGY LEGEND SHEET3

INDEX OF SHEETS2

TITLE SHEET1

SEE SUBSECTION 406.03F

HAS NOT BEEN COMPLETED

* PAVEMENT RECOMMENDATION

Town Administrator

Highlight

Town Administrator

Highlight

Town Administrator

Highlight

Town Administrator

Highlight

Town Administrator

Highlight

DITCH

FOUNDATION

GARDEN

HEDGE

E

L

T

R

D

BK

AH

STA

POE

POB

PRC

PCC

PT

CC

PI

PC

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

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+CABLE+TELEP.

ELECTRIC+TELEPHONE

ELECTRIC+CABLE

CABLE+TELEPHONE

SANITARY SEWER (SEPTIC)

ELECTRIC+CABLE+TELEP.

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

IPNS

BOUND SET

IRON PIN SET

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

ORDINARY HIGH WATER (OHW)

WETLAND BUFFER ZONE

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

(T)

(P)

UE

SR

R&REP

R&RES

LAND

I&M

HWY

EC

DRIVE

DR

DIT

D&C

CUL

CONST

CH

TEMPORARY EASEMENT

PERMANENT EASEMENT

UTILITY EASEMENT

SLOPE RIGHT

REMOVE & REPLACE

REMOVE & RESET

LANDSCAPE EASEMENT

INSTALL & MAINTAIN EASEMENT

HIGHWAY EASEMENT

EROSION CONTROL

DRIVEWAY EASEMENT

DRAINAGE EASEMENT

DITCH EASEMENT

DISCONNECT & CONNECT

CULVERT EASEMENT

CONSTRUCTION EASEMENT

CHANNEL EASEMENT

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

3/27/2019

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

VTRANS VTRANS

56CONVENTIONAL SYMBOLOGY LEGEND SHEET

z18v187idx.dgn

VTRANSVTRANS

3

BRISTOL

STP PC20(2)

NOTES:

STP PC20(2)

C. LATHROP

C. LATHROP

z18v187typ.dgn

NOT TO SCALE56

3/27/2019

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OFPROJECT GENERAL NOTES SHEET 4

BRISTOL

DRAINAGE GRATES SHALL BE INSTALLED •" BELOW FINISHED GRADE10.

675.20 ALSO INCORPORATE THE PAY FACTOR OF 1.5 FOR DOUBLE SIDED SIGNS.TOTALS FOR ITEM

SUBSECTION 675.10. THE ACTUAL PHYSICAL DIMENSIONS ARE GIVEN ON THE TRAFFIC SIGN SUMMARY SHEETS. THE QUANTITY SHEET

AREAS GIVEN FOR DOUBLE SIDED SIGNS ON THE TRAFFIC SIGN SUMMARY SHEETS HAVE BEEN MULTIPLIED BY 1.5 AS REQUIRED PER 9.

CAUTIONED TO PROTECT THESE FACILITIES FROM DAMAGE.

FACILITIES INCLUDES OPERATIONAL UTILITIES COMPANIES, MUNICIPALITIES AND INDIVIDUAL PROPERTY OWNERS. THE CONTRACTOR IS

EXISTING UNDERGROUND AND AERIAL FACILITIES ARE LOCATED THROUGHOUT THE ENTIRE PROJECT AREA. OWNERSHIP OF THESE 8.

"TOPSOIL", ITEM 651.15 "SEED", ITEM 651.18 "FERTILIZER", AND ITEM 651.20 "AGRICULTURAL LIMESTONE."

PRIOR TO THE PLACEMENT OF ROLLED EROSION CONTROL PRODUCT, TYPE I, THE AREA SHALL BE SEEDED USING ITEM 651.35

INCLUDED REFLECT 25 SY OF ITEM 653.20, "ROLLED EROSION CONTROL PRODUCT, TYPE I" FOR EACH NEW GUARDRAIL TERMINAL AREA.

PRODUCT, TYPE I" SHALL BE PLACED ON SLOPES GREATER THAN 1:6 CREATED BY THE GUARDRAIL TERMINAL AREAS. THE QUANTITIES

CY OF ITEM 203.30, "EARTH BORROW" HAS BEEN ESTIMATED FOR EACH NEW TERMINAL AREA. ITEM 653.20, "ROLLED EROSION CONTROL

AN ESTIMATED QUANTITY OF ITEM 203.30, "EARTH BORROW" HAS BEEN INCLUDED FOR USE WITH THE GUARDRAIL TERMINAL AREAS. 25 7.

EXCAVATED DITCHING MATERIAL AND THE REMOVAL OF BUILT UP EXCESS SHOULDER MATERIAL IN NON-GUARDRAIL LOCATIONS.

"LOADER RENTAL, TYPE I" HAVE BEEN INCLUDED FOR THE PROVISION OF CONSTRUCTING GUARDRAIL END TERMINAL AREAS WITH

ESTIMATED QUANTITIES OF ITEMS 608.25, "ALL PURPOSE EXCAVATOR RENTAL, TYPE 1," 608.37, "TRUCK RENTAL," AND 608.40, 6.

OUTLETS AND DROP INLETS LOCATED OUTSIDE THE PAVEMENT SURFACES OR AS DIRECTED BY THE ENGINEER.

AN ESTIMATED QUANTITY FOR ITEM 619.17 "YIELDING MARKER POSTS" HAS BEEN INCLUDED TO DELINEATE PIPE INLETS, PIPE 5.

RESET MAILBOX, MULTIPLE SUPPORT," TO BE USED AS DIRECTED BY THE ENGINEER.

A QUANTITY HAS BEEN ESTIMATED FOR ITEM 617.10 "REMOVE AND RESET MAILBOX, SINGLE SUPPORT" AND ITEM 617.12 "REMOVE AND 4.

DRAINAGE OUTLETS OR WASHOUTS LOCATED ALONG THE ROADWAY SIDE SLOPES AS DIRECTED BY THE ENGINEER.

TYPE I" AND ITEM 608.25 "ALL PURPOSE EXCAVATOR RENTAL, TYPE 1" HAS BEEN INCLUDED TO REPAIR EXISTING STONE LINED

ITEM 613.10 "STONE FILL, TYPE 1," ITEM 651.40 "GRUBBING MATERIAL(6")," ITEM 653.20 "ROLLED EROSION CONTROL PRODUCT, 3.

ENGINEER AT NO COST TO THE STATE.

DAMAGE TO ANY DI'S, CROSS CULVERTS OR OTHER DRAINAGE FEATURES SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE 2.

SURFACE PREPARATION."

OF ALL CRACKS THAT ARE 1" OR GREATER IN WIDTH. THIS WILL BE PAID UNDER ITEM 406.45 "BITUMINOUS CONCRETE PAVEMENT

ALL COARSE-MILLED SURFACES SHALL HAVE SURFACE PREPARATION BEFORE PAVING, CONSISTING OF POTHOLE PATCHING AND PATCHING 1.

T.MATTHEWS

T.MATTHEWS

= NEW

= EXISTING

B-B = BACK TO BACK

N = NEW

S = SALVAGED

RET = RETAIN

R&S = REMOVE AND SALVAGE

R = REMOVE

SIGN LEGEND

3/27/2019

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF 56

C. LATHROP

PLAN SHEET 1

SCALE

20 400

IN FEET

z18V187bdr.dgn

C. LATHROP

S. SOLLA

24

O. DALMER

STP PC20(2)

BRISTOL

N

VT S

TATE P

LA

NE

GRID

False No

rthing: 0.

0000

False Ea

sting: 16

40416.66

67

Origin L

atitude: 4

2°30'00.0

000"N

Central M

eridian:

72°30'00

.0000"W

US Surv

ey Foot

Transver

se Merca

tor

NAD83

Vermont S

tate Plan

es

VT83

MA

TC

HLI

NE

ST

A. 320

+25

SE

E

NE

XT

SH

EE

T

STA. 310+69 RT&LT (OPPOSITE SIDE OF ROAD)

STA. 310+68 RT&LT

DETECTABLE WARNING SURFACE

STA. 310+69 RT&LT (OPPOSITE SIDE OF ROAD)

STA. 305+75 - STA. 310+69 RT&LT

PORTLAND CEMENT CONCRETE SIDEWALK, 5 INCH

STA. 317+39 LT (GV)

STA. 317+37 LT (GV)

ADJUST ELEVATION OF VALVE BOX

STA. 319+14 RT (GRATE TYPE D)

MANHOLES, CLASS I, CLASS II, CLASS III

REHAB DROP INLETS, CATCH BASINS, OR

STA. 319+14 LT

CATCH BASINS, OR MANHOLES

CHANGING ELEVATION OF DROP INLETS,

STA. 317+41 LT "STOP"

STA. 317+21 RT "ARROW"

STA. 316+79 RT "ONLY"

TEMPORARY LETTER OR SYMBOL, PAINT

DURABLE LETTER OR SYMBOL, (SEE OPTION ITEMS) &

STA. 317+22 - STA. 317+48 LT (27FT)

TEMPORARY 24 INCH STOP BAR, PAINT

DURABLE 24 INCH STOP BAR, (SEE OPTION ITEMS) &

STA. 317+47 - 317+52 (CENTERLINE AIRPORT RD)

STA. 316+55 - STA. 320+25 (SOLID LT & RT)

FOR AIRPORT RD)

(LINES WILL INCLUDE CENTERLINE BREAKS

TEMPORARY 4 INCH YELLOW LINE, PAINT

DURABLE 4 INCH YELLOW LINE, (SEE OPTION ITEMS) &

STA. 316+55 - STA. 317+35 (RT)


RADII FOR AIRPORT RD)

(LINES WILL INCLUDE EDGE LINE BREAKS AND

TEMPORARY 4 INCH WHITE LINE, PAINT

DURABLE 4 INCH WHITE LINE, (SEE OPTION ITEMS) &

LIMIT

SPEED

30 30LIMIT

SPEED

RET

1160

0600

0103

1160

0601

0103

STATE

HIGHWAY

ENDS

STATE

HIGHWAY

ENDS

RRET

RET

RET

STATION

FIRE

RET

RET

DrAirport R

R

R

N

N

RET RET

N

RET RET

R

RETRET

N

RETRET

R

40

N

LIMIT

SPEED

RET

LIMIT

SPEED

40

R

RET

STATE

HIGHWAY

BEGINS

STATE

HIGHWAY

BEGINS

WINTER PARKINGBAN

NO PARKING ON ANY

TOWN RIGHT OF WAY

NOV 1 THRU APR 15

11 : 00 PM TO 6 : 00 AM

VEHICLES MAY BE TOWED

AT OWNERS EXPENSE

WINTER PARKINGBA

NO PARKING ON ANY

TOWN RIGHT OF WAY

NOV 1 THRU APR 15

11 : 00 PM TO 6 : 00 AM


AT OWNERS EXPENSE

N

RIM.=571.71

CB

RIM.=571.64

CB

STA. 317+21 LT

N

MBMB

HEDGEHEDGE

ST

ONE

HEDGE

SIDEWALK

HYD

STA. 317+11 RT

STA. 318+06 RT

STA. 316+62 LT

STA. 316+96 LT

STA. 316+97 LT

STA. 317+13 LT

TIE

40T 21

29 25T

COMB

29A

COMB

8/0/8

COMB

TIE

574.68

EL.=

TBM

EL=573.85

BRISTOL 1943

BM

GRAVEL

PAVED

PAVED

GRAVEL

TIE

SIGN

HIGH SCHOOL"

UNION

"MT ABRAHAM

N R

GV(2)

WSO WSO

EL.574.72

N:595614.162

E:1485446.959

HVCTRL 1

JOINT

PAVEMENT

EXISTING

RET

1160

0600

0103

R

SOLAR PANEL

RET

RET

N

N

RET RET

GP

B-B

RET

315

+15

315

+15

316+00

317+0

0

318+00

319+00320+00

STA. 317+65

MM 6.016

TH-32

AIRPORT RD

3'-11'-11'-3'

VT ROUTE 116

SOUTHBOUND

NORTHBOUND

BRISTOL

43'-0"

WIDTH 43'

EXISTING PAVEMENT

WIDTH 29'

EXISTING PAVEMENT

STA. 316+55 (MM 5.995)

BEGIN ROADWAY COARSE-MILL

BEGIN PROJECT

6'-11'-10'-11'-5'

56

C. LATHROP

PLAN SHEET 2

SCALE

20 400

IN FEET

z18V187bdr.dgn

C. LATHROP

3/27/2019

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

S. SOLLA

25 = NEW

= EXISTING

B-B = BACK TO BACK

N = NEW

S = SALVAGED

RET = RETAIN


R = REMOVE

SIGN LEGEND

O. DALMER

BRISTOL

STP PC20(2)

N

VT S

TATE P

LA

NE

GRID

False No

rthing: 0.

0000

False Ea

sting: 164

0416.666

7

Origin L

atitude: 4

2°30'00.0

000"N

Central M

eridian:

72°30'00

.0000"W

US Surv

ey Foot

Transver

se Merca

tor

NAD83

Vermont S

tate Plan

es

VT83

MA

TC

HLI

NE

ST

A. 325

+75

SE

E

NE

XT

SH

EE

T

MA

TC

HLI

NE

ST

A. 320

+25

SE

E

PR

EVI

OU

S

SH

EE

T

STA 321+29 LT (GV)

STA 320+37 LT (GV)


STA. 325+73 LT

STA. 324+35 LT

STA. 322+73 LT

STA. 321+12 LT



STA. 321+12 RT (CENTERLINE AT FIREHOUSE DR)


FOR FIREHOUSE DR)

(LINES WILL INCLUDE CENTERLINE LINE BREAKS




RADII FOR FIREHOUSE DR)







STA. 321+13 - STA. 321+32 LT (19FT)


DURABLE 24 INCH STOP BAR, (SEE OPTION ITEMS)&

Firehouse RET

RETRET

Dr

RIM.=569.89

CBRIM.=571.07

CB

RIM.=568.96

CB

SIDEWALK

MB

M STAMPSHRUB

MB(2)

MBMB

HEDGE

STA. 321+31 RT

27/19/40

COMB

26

COMB

24/8/16

COMB

TIE

TIETIE

PAVED

GRAVELGRAVEL

GRAVEL

GRAVELGRAVEL

Firehouse RET

RETRET

Dr

1160

0609

0103

RETRET

N

EL.570.49

N:595961.617

E:1486029.779

HVCTRL 2

GUYW

GUYW

25/17

COMB

GVGV

26

COMBGRAVEL

B-B

321+00 322+00 323+00324+00

325+00

3'-11'-11'-3'

VT ROUTE 116SOUTHBOUND

NORTHBOUNDBRISTOL

39'-0"

STA. 321+21

MM 6.084

TH-347

FIREHOUSE DR

WIDTH 29'

EXISTING PAVEMENT

WIDTH 28'

EXISTING PAVEMENT

= NEW

= EXISTING

B-B = BACK TO BACK

N = NEW

S = SALVAGED

RET = RETAIN


R = REMOVE

SIGN LEGEND

3/27/2019

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF 56

C. LATHROP

PLAN SHEET 3

SCALE

20 400

IN FEET

z18V187bdr.dgn

C. LATHROP

S. SOLLA

26

O. DALMER

BRISTOL

STP PC20(2)

N

VT S

TAT

E

PL

AN

E

GRID

False N

orthing:

0.0000

False E

asting:

1640416.

6667

Origin L

atitude:

42°30'00

.0000"N

Central

Meridia

n: 72°30

'00.000

0"W

US Sur

vey Foo

t

Transve

rse Mer

cator

NAD83

Vermont

State P

lanes

VT83

MA

TC

HLI

NE

ST

A. 325

+75

SE

E

PR

EVI

OU

S

SH

EE

T

MA

TC

HLI

NE

ST

A. 331

+50

SE

E

NE

XT

SH

EE

T

STA. 327+04 - STA. 327+41.5 RT

REMOVAL AND DISPOSAL OF GUARDRAIL

STA. 327+41.5 -STA. 331+50 RT

ADJUST HEIGHT OF GUARDRAIL

STA. 327+04 RT

ANCHOR FOR STEEL BEAM RAIL

STA. 327+04 - STA. 327+41.5 RT

STEEL BEAM GUARDRAIL, GALVANIZED

STA. 330+89 LT (GV)

STA. 330+88 LT (GV)

STA. 330+86 LT (GV)

STA. 326+05 LT (GV)

STA. 326+02 LT (GV)


STA. 331+28 LT

STA. 326+62 LT



STA. 330+96 LT (CENTERLINE AT MUNSILL AVE)

STA. 326+38 LT (CENTERLINE AT LIBERTY ST)


FOR LIBERTY ST & MUNSILL AVE)

(LINES WILL INCLUDE CENTERLINE BREAKS




RADII FOR TH LIBERTY ST & MUNSILL AVE)




STA. 330+75 - STA. 331+25 LT (50FT)

STA. 326+10 - STA. 326+61 LT (50FT)

TEMPORARY CROSSWALK MARKING, PAINT

(SEE OPTION ITEMS) &

DURABLE CROSSWALK MARKING,





STA. 330+78 - STA. 330+97 LT (18FT)

STA. 326+19 - STA. 326+39 LT (19FT)



Bristol Police Dept

RET RET

Bristol Police Dept

RET RET

R

R

N

N

WEST ST R

R

StWest

N

N

MUNSILL AVE

MunsillAve

N

R

LIMIT

SPEED

30R

R

LIMIT

SPEED

30N

N

R

R

N

N

WEST ST R

R

StWest

N

N

Liberty

N

R

LIBERTY ST

St

RIM.=566.58

CB

INV.=561.30

STA.327+82

15" HDPE

566.37

RIM.=

CB

INV.=565.45

RIM.=565.47

CB

1160

0618

0103N

STA. 326+11 LT

STA. 330+76 LT

1160

0626

0103

HEDGE

WOODS

M MAPLE

WOODS

FE

NC

E

HYDRANT

HYD

STA. 326+05 LT

STA. 328+58 RT

STA. 330+74 LT

STA. 330+90 RT

8/15/2

COMB

566.50

RIM.=

CB

COMB

218/13

COMB

20/12

COMB

POST

TIETIE

TIE

EL.=565.89

MARK 2008

LATHROP AZ

BM

PAVED

PAVEDPAVED

1

COMB

WSO

GV(2)

EL.567.93

E:596225.834

N:1486577.200

HVCTRL 3

SI

DE

WA

LK

Bristol Police Dept

STA. 330+73 LT

N

GV(2)

WSO

GV

Bristol Police Dept

B-B

B-B

DOUBLE SIDED

DOUBLE SIDED

R

N

326+0

0

327+0

0

328+00

329+00

330+00

331+00

3'-11'-11'-3'

VT ROUTE 116

SOUTHBOUND

NORTHBOUND

BRISTOL

43'-0"

49'-0"

STA. 330+99

MM 6.269

TH-316

MUNSILL AVE

STA. 326+35

MM 6.181

TH-314

LIBERTY ST

WIDTH 29'EXIS

TING PAVEMENT

WIDTH 28'

EXISTING PAVEMENT

WIDTH 29'

EXISTING PAVEMENT

= NEW

= EXISTING

B-B = BACK TO BACK

N = NEW

S = SALVAGED

RET = RETAIN


R = REMOVE

SIGN LEGEND

3/27/2019

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF 56

C. LATHROP

PLAN SHEET 4

SCALE

20 400

IN FEET

z18V187bdr.dgn

C. LATHROP

S. SOLLA

27

O. DALMER

BRISTOL

STP PC20(2)

N

VT S

TAT

E

PLA

NE

GRID

False N

orthing:

0.0000

False E

asting: 1

640416.

6667

Origin L

atitude: 4

2°30'00.

0000"N

Central

Meridia

n: 72°30

'00.000

0"W

US Surv

ey Foot

Transve

rse Mer

cator

NAD83

Vermont

State P

lanes

VT83

MA

TC

HLI

NE

ST

A. 331

+50

SE

E

PR

EVI

OU

S

SH

EE

T

MA

TC

H

LI

NE

ST

A. 336

+50

SE

E

NE

XT

SH

EE

T

STA. 331+50 - STA. 334+79 RT


STA 335+48 RT (WSO)


STA. 336+22 LT

STA. 335+03 LT

STA. 334+38 LT

STA. 332+51 LT









2000

R

R

R

NEXT

FT

N

N

ON

PARKING

R

R

INV.=565.34

RIM.=565.36

CB

INV.=560.93

STA.332+50

18" HDPE

INV.=565.71

RIM.=565.72

CB

INV.=559.96

STA.334+38

18" HDPE

RIM.=566.72

CB

RIM.=566.00

CB

WOODS

STA. 334+57 RT

STA. 335+53 LT

STA. 336+38 LT

16/8

COMBTIE

TIE

R

R(2)

ON

PARKING

PAVEDGRAVEL

GRAVEL

PAVED

PAVEDPAVED

18/8/10

COMB

WSO

EL.566.51

E:596206.772

N:1487087.912

HVCTRL 4

B-B

GUYWGUYW

17/9

COMB TIE

COMB

332+00

333+00

334+00335+00 336+00

3'-11'-11'-3'

VT ROUTE 116

SOUTHBOUND

NORTHBOUND

BRISTOL

WIDTH 28'

EXISTING PAVEMENT

WIDTH 27'

EXISTING PAVEMENT

SIDEWALK

= NEW

= EXISTING

B-B = BACK TO BACK

N = NEW

S = SALVAGED

RET = RETAIN


R = REMOVE

SIGN LEGEND

3/27/2019

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF 56

C. LATHROP

PLAN SHEET 5

SCALE

20 400

IN FEET

z18V187bdr.dgn

C. LATHROP

S. SOLLA

28

O. DALMER

BRISTOL

STP PC20(2)

N

VT S

TAT

E

PLA

NE

GRID

False N

orthing:

0.0000

False E

asting: 1

640416.

6667

Origin L

atitude: 4

2°30'00.

0000"N

Central

Meridia

n: 72°30'

00.0000

"W

US Surv

ey Foot

Transve

rse Mer

cator

NAD83

Vermont

State P

lanes

VT83

MA

TC

HLI

NE

ST

A. 342

+25

SE

E

NE

XT

SH

EE

T

MA

TC

HLI

NE

ST

A. 336

+50

SE

E

PR

EVI

OU

S

SH

EE

T

STA. 337+01 RT (GV)

STA. 337+00 LT (GV)

STA. 336+97 LT (GV)


STA. 337+45 LT (10 SF)


STA. 337+06 LT (CENTERLINE AT MAPLE ST)


(LINES WILL INCLUDE CENTERLINE BREAKS FOR MAPLE ST)




RADII FOR MAPLE ST)




STA. 337+45 LT & RT (31FT)

STA. 336+96 - STA. 337+30 LT (34FT)




STA. 337+01 RT "STOP"



STA. 336+95 - STA. 337+11 RT (16FT)



STA. 337+43 - STA. 337+48 LT

(TYPE 3, STD C-3A)





STA. 336+72 LT



LEFT AT TRAFFIC LIGHT

TOYIELD

LAWSTATE

CROSSWALKIN

R

R

N

N

WEST ST R

R

StWest

NSt

N

RET

RET

Maple

MAPLE ST

RIM.=568.90

CB

RIM.=566.62

CB

RIM=568.22

CB

N

STA. 336+92 LT

M APPLE

M MAPLEM MAPLE

GARDEN

M MAPLEM MAPLE M MAPLE

M MAPLE

M MAPLE

CHERRY

BLACK

M S OAK

L OAK

M OAKS WALNUT

S APPLE

HYD

HYD

STA. 336+77 LT

STA. 341+98 RT

15/7

COMB

13/8/5

COMB10/12/4

COMB

118

COMB

APPLE

S

TIE

12/X14-1

COMB

PAVED

GRAVEL

PA

VE

D

PAVED

PAVEDPAVEDPAVEDPAVED

PAVED PAVED

PAVED

GRAVEL GRAVEL

R

R

R

R

1160

0638

0103

WSO

PAVED

EL.571.03

E:596019.080

N:1487644.542

HVCTRL 5

STA. 337+55 LT

N

N

N

N

N

N

STA. 337+42 RT

GUYW

MAPLE

M

GUYW

TIE TIE

GV(2)

GV

GV

14/20

COMB

GUYW

B-B

N

N

N

LEFT AT TRAFFIC LIGHT

337+00 338+00 339+00 340+00 341+00 342+00

3'-11'-11'-3' 4'-11'-11'-6'

VT ROUTE 116 SOUTHBOUND

NORTHBOUNDBRISTOL

56'-9"

STA. 337+14

MM 6.385

TH-318

MAPLE ST

WIDTH 28'

EXISTING PAVEMENT

WIDTH 34'

EXISTING PAVEMENT

SIDEWALK

SIDEWALK SIDEWALK SIDEWALK

= NEW

= EXISTING

B-B = BACK TO BACK

N = NEW

S = SALVAGED

RET = RETAIN


R = REMOVE

SIGN LEGEND

3/27/2019

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF 56

C. LATHROP

PLAN SHEET 6

SCALE

20 400

IN FEET

z18V187bdr.dgn

C. LATHROP

S. SOLLA

29

O. DALMER

BRISTOL

STP PC20(2)

N

VT S

TAT

E

PLA

NE

GRID

False N

orthing:

0.0000

False E

asting: 1

640416.

6667

Origin L

atitude: 4

2°30'00.

0000"N

Central

Meridia

n: 72°30'

00.0000

"W

US Surv

ey Foot

Transve

rse Mer

cator

NAD83

Vermont

State P

lanes

VT83

MA

TC

HLI

NE

ST

A. 342

+25

SE

E

PR

EVI

OU

S

SH

EE

T

MA

TC

HLI

NE

ST

A. 347

+75

SE

E

NE

XT

SH

EE

T

STA. 346+29 - STA. 347+29 RT (PARKING & DIAGONALS)

STA. 344+61 - STA. 347+75 LT (PARKING & DIAGONALS)


STA. 343+35 - STA. 343+55 LT (PARKING)


RADII FOR SCHOOL ST)




STA. 344+37 - STA. 344+58 LT (21FT)




(LINES WILL INCLUDE CENTERLINE BREAKS AT SCHOOL ST)



STA. 344+38 - STA. 344+68 LT (30FT)

STA. 343+80 - STA. 343+92 LT & RT (39FT)




STA. 344+11 RT "HANDICAP" SYMBOL

STA. 343+45 LT "HANDICAP" SYMBOL



STA 344+51 LT (GV)


STA. 344+70 LT (10 SF)


STA. 344+69 - STA. 344+75 LT

(TYPE 3, STD C-3A)


STA. 347+18 LT (GRATE TYPE D)







RET

RET

RET

R

R

N

ACTR

Bus Stop

No Parking3:45 pm-4:15 pm6:15 am-6:45 am

RET

RET

RET

RET

St

WEST ST

West

R

N

RESE ERV D

PARKING

RESE ERV D

PARKING

SCHOOL ST R

StSchool N

RET

Please

Pack Out All Trash

RET

Pack It OutPack It In

Please

Pack Out All Trash

RET

RET

RET

N

RET

R

N R


Please

Pack Out All Trash

B-B


Please

Pack Out All Trash

B-B

R

R

N R

N

N

RET

RET

RET

R

RESE ERV D

PARKINGN

RETRET

RESE ERV D

PARKING

ACTR

Bus Stop

No Parking3:45 pm-4:15 pm6:15 am-6:45 am

RET

RET

RET

RET

LIMIT

SPEED

30R

R

LIMIT

SPEED

30N

N

6:30 AM9:00 PMSIGNS

BETWEENPARKING

RET

RET

NO

NO

RIM.=568.07

CB

1160

0652

0103 N

STA. 344+32 LT

M LOCUSTS LOCUST

M LOCUST M LOCUST

GA

RD

EN

22"MAPLE

RIM.=566.88

CB

RIM.=568.01

CB

LIGHT

HYD

STA. 342+97 LT

STA. 343+48 LT

STA. 343+66 LT

STA. 343+86 LT

STA. 344+31 LT

STA. 344+76 LT

STA. 344+77 LT

STA. 344+82 LT

STA. 344+88 LT

STA. 346+41 LT

STA. 343+73 RT

STA. 344+09 RT

STA. 345+01 RT

10/8/2

COMB

567.74

RIM.=

CB

8/8/2

COMB

TIE

569.96

EL.=

TBM

9/8/1

COMB

TIE

TIE

COMB

PAVED PAVED

PAVED

PAVED

PAVED

PAVED

PAVED

CURB

CURBPAVED

GAS PUMP

N

PAVED

PAVED

MAPLE

M

567.31

RIM.=

CB

RET

RET

6:00AM10:00 PM

SIGNSBETWEENPARKING


Please

Pack Out All Trash


Please

Pack Out All Trash

RET

B-B

RET

RET

NO

6:00AM10:00 PM

SIGNSBETWEENPARKING


Please

Pack Out All Trash


Please

Pack Out All Trash

RET

B-B

EL.569.48

E:595944.223

N:1488139.629

HVCTRL 6

COMB 8A

STA. 344+28 RT

GUYWGV

GV

GUYW

GUYW

COMB


B-B

343+00 344+00 345+00 346+00 347+00

4'-11'-11'-6'

17'-0"

9'-0"18'-0"

10'-0"

9'-0"

VT ROUTE 116SOUTHBOUND

NORTHBOUNDBRISTOL

57'-0"

STA. 344+54

MM 6.525

TH-322

SCHOOL ST

8'-0"

26'-0"

TYP

15'-4"

24'-0"24'-0"

12'-11'-11'-8'

17'-0"

8'-0"

R

8'-0"R

SIDEWALK SIDEWALK

SIDEWALK

SIDEWALK

= NEW

= EXISTING

B-B = BACK TO BACK

N = NEW

S = SALVAGED

RET = RETAIN


R = REMOVE

SIGN LEGEND

3/27/2019

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF 56

C. LATHROP

PLAN SHEET 7

SCALE

20 400

IN FEET

z18V187bdr.dgn

C. LATHROP

S. SOLLA

30

O. DALMER

STP PC20(2)

BRISTOL

N

VT S

TAT

E

PLA

NE

GRID

False N

orthing:

0.0000

False E

asting: 1

640416.

6667

Origin L

atitude: 4

2°30'00.

0000"N

Central

Meridia

n: 72°30'

00.0000

"W

US Surv

ey Foot

Transve

rse Mer

cator

NAD83

Vermont

State P

lanes

VT83

MA

TC

HLI

NE

ST

A. 347

+75

SE

E

PR

EVI

OU

S

SH

EE

T

MA

TC

HLI

NE

ST

A. 352

+25

SE

E

NE

XT

SH

EE

T

STA. 352+22 LT (GV)

STA. 351+86 LT (GV)

STA. 351+79 LT (GV)

STA. 351+64 LT (GV)

STA. 351+61 LT (GV)

STA. 351+54 RT (GV)

STA. 351+51 RT (GV)

STA. 351+27 LT (GV)

STA. 351+19 LT (GV)

STA. 351+01 LT (GV)(2)

STA. 350+02 RT (GV)

STA. 349+83 RT (GV)

STA. 349+28 RT (GV)

STA. 349+19 RT (GV)

STA. 349+12 RT (GV)

STA. 349+04 RT (GV)








STA. 349+85 LT (14FT)

STA. 349+44 - STA. 349+60 RT (16FT)

STA. 348+69 RT (14FT)

STA. 348+87 - STA. 349+09 LT (23FT)



STA. 349+43 RT (CENTERLINE SOUTH ST)

STA. 349+08 LT (CENTERLINE NORTH ST)


NORTH ST & SOUTH ST)

(LINES WILL INCLUDE CENTERLINE BREAKS AT




STA. 350+19 - STA. 352+25 RT (PARKING)






RADII FOR NORTH ST & SOUTH ST)




STA. 350+27 - STA. 350+50 LT (22FT)

STA. 349+75 - STA. 349+78 LT & RT (50FT)

STA. 349+14 - STA. 349+61 RT (50FT)

STA. 348+85 - STA. 349+34 LT (53FT)

STA. 348+68 - STA. 348+85 LT & RT (56FT)









RESE ERV D

PARKING PARKINGHR

TO 6:00 PM8:00 AM

PARKINGHR

TO 6:00 PM8:00 AM

EXCEPT SUNDAY

R

RET

PARKINGHR

TO 6:00 PM8:00 AM N

RET RET

PARKINGHR

TO 6:00 PM8:00 AM

EXCEPT SUNDAY

RET

R N

PARKINGHR

TO 6:00 PM8:00 AM

EXCEPT SUNDAY

RET

PARKINGHR

TO 6:00 PM8:00 AM

EXCEPT SUNDAY

RET

R N

StSouth StNorth RET

RET

PARKINGHR

TO 6:00 PM8:00 AM

EXCEPT SUNDAY

RET

PARKINGHR

TO 6:00 PM8:00 AM

EXCEPT SUNDAY

RET

R

N

PARKINGHR

TO 6:00 PM8:00 AM

EXCEPT SUNDAY

RET

PARKINGHR

TO 6:00 PM8:00 AM

EXCEPT SUNDAY

RET

R

N

PARKINGHR

TO 6:00 PM8:00 AM

EXCEPT SUNDAY

RET

PARKINGHR

TO 6:00 PM8:00 AM

EXCEPT SUNDAY

RET

R

N

PARKINGHR

TO 6:00 PM8:00 AM

EXCEPT SUNDAY

RET

PARKINGHR

TO 6:00 PM8:00 AM

EXCEPT SUNDAY

RET

R

N

R

N

N

R

PARKINGHR

TO 6:00 PM8:00 AM R

RESE ERV D

PARKING

RESE ERV D

PARKING

6:00 AM10:00 PM

SIGNSBETWEENPARKING


Please

Pack Out All Trash


Please

Pack Out All Trash

B-B

NO

NOPARKING

ANYTIME

IS FLASHINGWHEN LIGHTON STREET

PARKINGNO

RET

RET

RIM.=571.13

CB

RIM.=565.84

CB

RIM.=565.62

CB

RIM.=569.07

CB

569.82

RIM.=

CB

1160

0662

0103 N

GAS PUMP

LIGHTLIGHTLIGHT

M MAPLE

LIGHT

LIGHT LIGHT LIGHT

LIGHT

LIGHT

LIGHT

GARDEN

LIGHT

STA. 348+31 LT

STA. 348+75 LT STA. 349+53 LT

STA. 350+41 RT STA. 350+91 RT STA. 351+49 RT

349+96 LT

STA.

350+22 LT

STA.

350+82 LT

STA.

351+45 LT

STA.

352+03 LT

STA.

LIGHT

LIGHT

LIGHT

BOX

PULL

MH

TEL

BOX

PULL

BOX

PULL

BOX

PULL

BOX

PULL

DMH

STA. 348+50 RT

UTILITY

SIGNAL

TRAFFIC

COMB

CURB

B-B

570.85

EL.=

TBM

LIGHT

RET

StSouth StNorth

StMain

RET

RET


PARKINGNO

RET

EL.571.39

E:595826.204

N:1488566.633

HVCTRL 7

StWest


PARKINGNO

StMainStWest


PARKINGNO

RET(2)

B-B

RET(2)

R

PARKINGHR

TO 6:00 PM8:00 AM

EXCEPT SUNDAY

RET

R

PARKINGHR

TO 6:00 PM8:00 AM

EXCEPT SUNDAY

RET

N

STA. 352+21 RT

R

R

349+92 LT

STA.

GUYW POSTHYDGV

GUYW

RESE ERV D

PARKING

N

N

STA. 349+12 RT

R

350+01 LT

STA.

N

N

350+06 LT

STA.

6:00 AM10:00 PM

SIGNSBETWEENPARKING


Please

Pack Out All Trash


Please

Pack Out All Trash

B-B

NO

STA. 348+22 LT

N

S

R&S

N

N

RESE ERV D

PARKING

348+34 LT

STA.

PARKINGHR

TO 6:00 PM8:00 AM

R&S(2)

S(2)

348+00 349+00 350+00 351+00 352+00

9'-0"

17'-0"

20'-0"

9'-0"

60°


NORTHBOUNDBRISTOL

75'-3"

68'-10"

STA. 349+27

MM 6.615

TH-4

NORTH ST

STA. 349+27

MM 6.615

TH-5

SOUTH ST

VARIES-11'-11'-VARIES

27'-0"

36'-6"

6'-3" 19'-8"

22'-2"

8'-0"

R

POSITIVE DRAINAGE

TO SHIM TO ALLOW

LOCATION. CONTRACTOR

EXISTING PONDING

PARKING #1

HANDICAP

ALTERNATIVE

PARKING #2

HANDICAP

ALTERNATIVE

570.91

RIM.=

CB

HYDSIDEWALK

BUILDING

BUILDINGSIDEWALK

SIDEWALK

GV(3)

GVGV

GV

GV

GVGV

(2)

GVGV GV

GV

(2)

GV

GV

56

C. LATHROP

PLAN SHEET 8

SCALE

20 400

IN FEET

z18V187bdr.dgn

C. LATHROP

3/27/2019

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF

S. SOLLA

31 = NEW

= EXISTING

B-B = BACK TO BACK

N = NEW

S = SALVAGED

RET = RETAIN


R = REMOVE

SIGN LEGEND

O. DALMER

BRISTOL

STP PC20(2)

N

VT S

TAT

E

PLA

NE

GRID

False No

rthing: 0

.0000

False E

asting: 1

640416.

6667

Origin L

atitude: 4

2°30'00.

0000"N

Central M

eridian:

72°30'0

0.0000"W

US Surv

ey Foot

Transve

rse Mer

cator

NAD83

Vermont

State P

lanes

VT83

MA

TC

HLI

NE

ST

A. 357

+75

SE

E

NE

XT

SH

EE

T

MA

TC

HLI

NE

ST

A. 352

+25

SE

E

PR

EVI

OU

S

SH

EE

T

STA. 354+92 RT (GV)

STA. 357+70 RT (GV)STA. 354+12 RT (GV)

STA. 357+43 RT (GV)STA. 353+89 RT (GV)

STA. 357+29 RT (GV)STA. 353+77 RT (GV)

STA. 357+27 RT (GV)STA. 353+19 LT (GV)

STA. 357+15 RT (GV)STA. 352+84 LT (GV)(2)

STA. 355+49 LT (WSO)STA. 352+77 RT (GV)


STA. 357+60 LT (8 SF)

STA. 357+56 RT (10 SF)

STA. 357+38 RT (6 SF)

STA. 357+25 LT (8 SF)

STA. 357+14 RT (6 SF)



MOUNTAIN ST)

(LINES WILL INCLUDE CENTERLINE BREAKS AT



STA. 353+82 - STA. 354+27 LT (PARKING)


STA. 353+34 - STA. 353+61 LT (DIAGONALS)

STA. 352+86 - STA. 353+24 RT (PARKING)




RADII FOR MOUNTAIN ST)




STA. 357+27 - STA. 357+41 LT (15FT)



STA. 357+56 RT - STA. 357+58 LT (30FT)

STA. 357+27 - STA. 357+56 LT (30FT)

STA. 357+18 - STA. 357+33 RT (14FT)

STA. 354+35 - STA. 354+61 LT (26FT)

STA. 353+66 RT - STA. 353+67 LT (39FT)

STA. 353+20 - STA. 353+30 LT (10FT)


DURABLE CROSSWALK MARKING, (SEE OPTION ITEMS)&






STA. 357+58 - STA. 357+66 LT

STA. 357+53 - STA. 357+59 RT

STA. 357+37 - STA. 357+44 RT

STA. 357+15 - STA. 357+26 LT

STA. 357+10 - STA. 357+15 RT

(TYPE 3, STD C-3A)


STA. 354+54 LT (SMH)

CHANGING ELEVATION OF SEWER MANHOLES


STA. 357+64 RT (GRATE TYPE D)STA. 355+89 RT (GRATE TYPE D)

STA. 357+64 LT (GRATE TYPE D)STA. 355+85 RT (GRATE TYPE D)

STA. 357+55 LT (GRATE TYPE D)STA. 355+71 LT (GRATE TYPE D)





STA. 353+37 RT (TMH)(ADJUSTED BY OTHERS)



RESE ERV D

PARKING

R

R

RESE ERV D

PARKING

N

N

PARKINGHR

TO 6:00 PM8:00 AM

EXCEPT SUNDAY

RET

PARKINGHR

TO 6:00 PM8:00 AM

EXCEPT SUNDAY

RET

R N

R&S

R&S

R

RR

R

N

N

St

StBasin

EastR

R

N

N

N

R

N

BASIN ST

EAST ST

St St

MOUNTAIN ST

EAST ST MAIN ST

East MainR

R

R

R

R

N

R

R

R

N

RET

RET

RET

R N

NR

RET

RET

PARKINGHR

TO 6:00 PM8:00 AM

EXCEPT SUNDAY

RET

PARKINGHR

TO 6:00 PM8:00 AM

EXCEPT SUNDAY

RET

RN

RESE ERV D

PARKINGRESE ERV D

PARKING

RESE ERV D

PARKING

RESE ERV D

PARKING

563.65RIM.=

CB

560.29

RIM.=

CB

RIM.=553.77

CB

RIM.=553.98

CB

RIM.=553.96

CB

RIM.=555.94

CB

554.95

RIM.=

CB

554.28

RIM.=

CB

554.91

RIM.=

CB

1160

0677

0103

STA. 357+25 LT

NN

LIGHT

LIGHT

LIGHT

LIGHT

LIGHT

BOLLARD

STA. 352+63 LT STA. 353+05 LT

STA. 353+73 LT

STA. 356+34 LT

STA. 357+71 LT

STA. 352+54 RT STA. 352+89 RT

STA. 353+58 RT

STA. 355+21 RT

STA. 357+38 RT

STA. 357+37 RT

LIGHT

7/23/2

COMB7/23-1

COMB

POST(2)

PED

TEL

MH

TEL

SMH

SMH

PAVED

PA

VE

D

CURB

PAVED

PAVED

RIGHT AT TRAFFIC LIGHT

7/23/5

COMB

R

1160

0670

0103 N

EL.559.69

E:595708.500

N:1489021.580

HVCTRL 8

PARKINGHR

TO 6:00 PM8:00 AM

EXCEPT SUNDAY

RET

PARKINGHR

TO 6:00 PM8:00 AM

EXCEPT SUNDAY

RET

R N

PARKINGHR

TO 6:00 PM8:00 AM

EXCEPT SUNDAY

RET

PARKINGHR

TO 6:00 PM8:00 AM

EXCEPT SUNDAY

RET

R N

STA. 354+16 LT

St StMain East

N

N

RIM.=556.27

CB

SIGN

OF

SIDE

BACK

STA. 357+19 LT

STA. 357+05 RT

GUYW

N

RET

R

RET

StMountain N

N

STA. 357+15 LT

GV

B-B

STA. 353+83 LTSTA. 353+98 LT

N

N

NRIGHT AT TRAFFIC LIGHT

N

S

S

R

STA. 353+48 RT

N

N

N

N

AHEAD

353+00

354+00

355+00

356+00 357+00

VARIES-11'-11'-VARIES

10'-0"

9'-0"

19'-0"

8'-0"

20'-0"

21'-0"

20'-0"

60°

PAVED GUTTER

RECONSTRUCT

VT ROUTE 116

SOUTHBOUND

NORTHBOUND

BRISTOL

39'-0"

39'-0"

STA. 357+41

MM 6.769

TH-338

MOUNTAIN ST

STA. 357+25

MM 6.766

TH-340

BASIN ST

20'-0"

15'-11

"

3'-11'-11'-3'

PAVED GUTTER

RECONSTRUCT

554.96

RIM.=

CB

555.24

RIM.=

CB

HYD

HYD

MAPLE

M

SH

RU

B

SIDEWALK

SIDEWALK

WSO

GV(3)

GV

GV

GV(2)

GV

GV

POST

GVGV

GV

= NEW

= EXISTING

B-B = BACK TO BACK

N = NEW

S = SALVAGED

RET = RETAIN


R = REMOVE

SIGN LEGEND

3/27/2019

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF 56

C. LATHROP

PLAN SHEET 9

SCALE

20 400

IN FEET

z18V187bdr.dgn

C. LATHROP

S. SOLLA

32

O. DALMER

BRISTOL

STP PC20(2)

N

VT ST

ATE PLANE

GRID

False No

rthing: 0.0

000

False Ea

sting: 164

0416.6667

Origin La

titude: 42

°30'00.00

00"N

Central M

eridian: 7

2°30'00.0

000"W

US Survey

Foot

Transverse

Mercator

NAD83 Ver

mont Stat

e Planes

VT83

MA

TC

HLI

NE

ST

A. 357

+75

SE

E

PR

EVI

OU

S

SH

EE

T

MA

TC

HLI

NE

ST

A. 363

+25

SE

E

NE

XT

SH

EE

T

STA 359+09 RT (GV)



TEMPORARY 4 INCH WHITE LINE, PAINT)





STA 360+40 LT - STA 363+25 LT

6 INCH UNDERDRAIN PIPE

LIMIT

SPEED

30N

N

LIMIT

SPEED

30R

R

TOYIELD

LAWSTATE

CROSSWALKIN

RET

WARNING

NEIGHBORHOOD WATCH

RET

2000

NEXT

FT

R

R

R

STA. 3

57+7

1 LT

STA. 357+84 LT

STA. 359+71 RT

STA. 362+11 LT

STA. 363+14 LT

PEDTEL

7/26

COMB COMB

TIE

558.89

EL.=

TBM

PAVED GRAVEL

PAVED PAVED

PAVED

PAVEDPAVED

GRAVEL

PAVED

PAVED PAVED

PAVED PAVED PAVED

COMB 25

COMB CUT OFF

7/24

COMB

EL.557.24

E:595462.211

N:1489487.654

HVCTRL 9

R

STA. 359+66 RT

N

N

N

N

GUYW TIEGRAVELGRAVELGRAVEL

GRAVEL

N

N

N

N

AHEAD

R

R

R

358+00 359+00 360+00 361+00 362+00 363+00

3'-11'-11'-3'

PAVED GUTTER

RECONSTRUCT


NORTHBOUNDBRISTOL

17.50' LT

STA 360+40

BEGIN UNDERDRAIN

M LOCUST M LOCUSTM APPLES STUMP

SIDEWALK

SIDEWALK SIDEWALK

POST

HYD

GV

= NEW

= EXISTING

B-B = BACK TO BACK

N = NEW

S = SALVAGED

RET = RETAIN


R = REMOVE

SIGN LEGEND

3/27/2019

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF 56

C. LATHROP

PLAN SHEET 10

SCALE

20 400

IN FEET

z18V187bdr.dgn

C. LATHROP

S. SOLLA

33

O. DALMER

BRISTOL

STP PC20(2)

N

VT ST

ATE PLANE

GRID

False No

rthing: 0.0

000

False Ea

sting: 164

0416.6667

Origin La

titude: 42

°30'00.00

00"N

Central M

eridian: 7

2°30'00.0

000"W

US Survey

Foot

Transvers

e Mercator

NAD83 Verm

ont State

Planes

VT83

MA

TC

HLI

NE

ST

A. 363

+25

SE

E

PR

EVI

OU

S

SH

EE

TM

AT

CH

LI

NE

ST

A. 368

+75

SE

E

NE

XT

SH

EE

T

STA. 365+95 LT

SPECIAL PROVISION (CORING CONCRETE)

STA. 363+25 LT - STA 365+95 LT

6 INCH UNDERDRAIN PIPE

STA. 366+44 RT (GV)








DRAKE SMITH RD PVT

WINTER PARKINGBAN

NO PARKING ON ANY

TOWN RIGHT OF WAY

NOV 1 THRU APR 15

11 : 00 PM TO 6 : 00 AM


AT OWNERS EXPENSE

WINTER PARKINGBA

NO PARKING ON ANY

TOWN RIGHT OF WAY

NOV 1 THRU APR 15

11 : 00 PM TO 6 : 00 AM


AT OWNERS EXPENSE

N

PLEASEDO NOT

USE ENGINE

VILLAGE

LIMITS

BRAKES IN

PLEASEDO NOT

USE ENGINE

VILLAGE

LIMITS

BRAKES IN

R

R

R N

N

N

Drake Smith Pvt

R

R

N

N

Rd

INV.=555.20

INV.=555.86

INV.=555.08

INV.=554.84

6" CMP 8" CMP

RIM.=555.70

CB

STA. 367+56 LT

STA. 368+27 RT

28

COMB

29

COMB

TIE TIETIE

100T/7/30

BYPSS

COMB

TIE

GRAVELPAVED

PAVED GRAVEL

PAVED PAVED PAVED

PAVEDPAVED

GRAVELGRAVEL

GRAVEL

GRAVELPAVED

GRAVEL PAVED

PAVED

EL.556.44

E:595111.915

N:1489867.494

HVCTRL 10

7/31

COMB

15" CMP

15"

CP

EP

15" CPEP

15" PVC

552.36=INV. OUT

552.63=INV. IN

552.63=INV. IN

556.17=CB RIM

INV.=554.58

15" PVC

= 551.89INV. OUT

552.54=INV. IN

551.94=INV. IN

556.26=CB RIM

364+00 365+00 366+00 367+00368+00

3'-11'-11'-3' 1'-11'-11'-3'


NORTHBOUNDBRISTOL

WIDTH 29'

EXISTING PAVEMENTWIDTH 26'

EXISTING PAVEMENT

17.50' LT

STA 365+82

21' LT

STA 365+95

END UNDERDRAIN

DRY WALL

IMPACTING EXISTING

UNDERDRAIN TO AVOID

CONTRACTOR TO SWEEP

HYD

HYDM LOCUST

GARDEN

S MAPLE(2) M APPLEM STUMP

SHRUB

SHRUB

SIDEWALK SIDEWALK

SIDEWALK

S MAPLE

GV

= NEW

= EXISTING

B-B = BACK TO BACK

N = NEW

S = SALVAGED

RET = RETAIN


R = REMOVE

SIGN LEGEND

3/27/2019

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF 56

C. LATHROP

PLAN SHEET 11

z18V187bdr.dgn

C. LATHROP

S. SOLLA

34

O. DALMER

BRISTOL

STP PC20(2)

N

VT S

TAT

E

PLA

NE

GRID

False N

orthing:

0.0000

False E

asting: 1

640416.

6667

Origin L

atitude: 4

2°30'00.

0000"N

Central

Meridia

n: 72°30'

00.0000

"W

US Surv

ey Foot

Transve

rse Mer

cator

NAD83

Vermont

State P

lanes

VT83

MA

TC

HLI

NE

ST

A. 368

+75

SE

E

PR

EVI

OU

S

SH

EE

T

MA

TC

HLI

NE

ST

A. 374

+25

SE

E

NE

XT

SH

EE

T

SCALE

20 400

IN FEET

STA. 373+69 - STA. 374+25 RT

STA. 373+42 - STA. 373+44 RT

STA. 369+86 - STA. 370+24 RT


STA. 370+24 - STA. 373+42 RT








STA 370+07 RT (GV)


STA. 373+69 RT

STA. 369+86 RT


STA. 373+76.5 - STA. 374+25 RT

STEEL BEAM GUARDRAIL, GALVANIZED W/8 FEET POSTS

STA. 373+69 - STA. 373+76.5 RT

STA. 373+42 - STA. 373+44 RT

STA. 369+86 - STA. 370+24 RT


.

SCHOOL

AHEAD

R

RN

N

DRAKE SMITH RD PVT

LIMIT

SPEED

30R

LIMIT

SPEED

30N

BUS STOP

1160

0701

0103

STA. 369+94 RT

STA. 373+78 RT

7/32

COMB

COMB

COMB

TIE

TIE

TIE

TIE

TIE

PAVED

PAVED

N

EL.561.52

E:594883.341

N:1490236.797

HVCTRL 11

EL.540.23

E:594645.951

N:1490553.697

HVCTRL 12

R

STA. 373+00 RT

N

R

N

Drake Smith Pvt N

N

Rd

GUYW

7/33

COMB

369+00

370+00

371+00

372+00

373+00

374+00

1'-11'-11'-3'

PAVED GUTTER

RECONSTRUCT

VT ROUTE 116

SOUTHBOUND

NORTHBOUND

BRISTOL

WIDTH 24'

EXISTING PAVEMENT

1'-11'-11'-2'

S SPRUCE

S APPLE

SHRUB

SHRUB

S APPLE

WOODS

WOODS

M LOCUST

WOODS

SIDEWALK

M APPLE

S MAPLE

GV

= NEW

= EXISTING

B-B = BACK TO BACK

N = NEW

S = SALVAGED

RET = RETAIN


R = REMOVE

SIGN LEGEND

3/27/2019

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF 56

C. LATHROP

PLAN SHEET 12

z18V187bdr.dgn

C. LATHROP

S. SOLLA

35

O. DALMER

BRISTOL

STP PC20(2)

N

VT S

TAT

E

PLA

NE

GRID

False N

orthing:

0.0000

False E

asting: 1

640416.

6667

Origin L

atitude: 4

2°30'00.

0000"N

Central

Meridia

n: 72°30'

00.0000

"W

US Surv

ey Foot

Transve

rse Mer

cator

NAD83

Vermont

State P

lanes

VT83 STA. 374+25 - STA. 379+25 (SOLID LT & RT)









MA

TC

HLI

NE

ST

A. 374

+25

SE

E

PR

EVI

OU

S

SH

EE

T

MA

TC

HLI

NE

ST

A. 379

+25

SE

E

NE

XT

SH

EE

T

SCALE

20 400

IN FEET

STA. 374+25 - STA. 375+89 RT


STA. 375+89 RT


STA. 374+89 - STA. 375+77 RT

STEEL BEAM GUARDRAIL, GALVANIZED/NESTED W/8 FEET POSTS

STA. 374+25 - STA. 374+89 RT

STEEL BEAM GUARDRAIL, GALVANIZED W/8 FEET POSTS

STA. 375+77 - STA. 375+89 RT


.

4996

IPIPE

.

ROAD

NARROWS R

R

N

N

INV.=532.38

INV.=531.53

RIM.=531.42

CB

15" CMP

STA. 374+61 RT

MH

MH

7/36/2/21

COMB38/2/22

COMB

TIE

TIE

TIE

GRAVEL

GRAVEL

GRAVEL

SHOULDERNARROWS

18" CMP

1160

0709

0103 N

EL.534.04

E:594582.426

N:1490858.291

HVCTRL 13

IP

375+00 376+00 377+00 378+00 379+00

1'-11'-11'-2' 1'-11'-11'-1' 1'-11'-11'-1'

PAVED GUTTER

RECONSTRUCT


NORTHBOUNDBRISTOL

WIDTH 23'

EXISTING PAVEMENT

WOODS

S APPLE

SHRUB

SHRUB M SPRUCE

(2)

MAPLE

M

M BALSAM

FENCE

SHRUB

HOUSE

FENCE

WOODS

POST(2)POST(2)

HOUSE

MB(2)MB

MB

STONESHRUB POST

DECK

POSTGV

= NEW

= EXISTING

B-B = BACK TO BACK

N = NEW

S = SALVAGED

RET = RETAIN


R = REMOVE

SIGN LEGEND

3/27/2019

DESIGNED BY:


PLOT DATE:

CHECKED BY:

PROJECT NAME:

PROJECT NUMBER:

FILE NAME:

SHEET OF 56

C. LATHROP

PLAN SHEET 13

SCALE

20 400

IN FEET

z18V187bdr.dgn

C. LATHROP

S. SOLLA

36

O. DALMER

STP PC20(2)

BRISTOL

N

VT S

TAT

E

PLA

NE

GRID

False N

orthing:

0.0000

False E

asting: 1

640416.

6667

Origin L

atitude: 4

2°30'00.

0000"N

Central

Meridia

n: 72°30'

00.0000

"W

US Surv

ey Foot

Transve

rse Mer

cator

NAD83

Vermont

State P

lanes

VT83

MA

TC

HLI

NE

ST

A. 379

+25

SE

E

PR

EVI

OU

S

SH

EE

T







LIMIT

SPEED

40

R

R

STATE

HIGHWAY

BEGINS

RET

LIMIT

SPEED

40

N

N

STATE

HIGHWAY

BEGINS

RET

STATE

HIGHWAY

ENDS

LIMIT

SPEED

30

STATE

HIGHWAY

ENDS

RN

RET

RET

LIMIT

SPEED

30R N

R

R

1160

0724

0103

STA. 380+96 LT

STA. 382+03 LT

STA. 382+04 RT

COMB

7/39/2/24

COMBTE

543.53

EL.=

TBM

PAVED

GRAVEL

LOW

SHOULDER

GRAVEL

JOINT

PAVEMENT

EXISTING

EL.539.17

E:594437.297

N:1491164.540

HVCTRL 14

N

TIE

380+00

381+00

382+00

383+00

383+80

2'-11'-11'-2'

VT ROUTE 116

SOUTHBOUND

NORTHBOUND

BRISTOL

STA. 382+25 (MM 7.240)

END ROADWAY COARSE-MILL

END PROJECT

WIDTH 26'

EXISTING PAVEMENT

WOODS

STONE

WOODS

WOODS

L STUMP

POST(2)

POST(3)

POST(2)

GP

STONE

STATE OF VERMONT AGENCY OF...

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