traffic - legends & list of drawings - …1).pdflist of drawings subset title sheet ......

-

TITLENO.

SHEET

NO.

DWG.

LIST OF DRAWINGS

SUBSET TITLE SHEET

LIST OF DRAWINGS

LIST OF DRAWINGS

TRAFFIC CONTROL SIGNAL PLANS

TR-01

TRAFFIC - LEGENDS &

TRAFFIC - LEGENDS &

-

X X X X X X

HEDGE LINE PICKET FENCEEXISTING CULVERT

PROPOSED CULVERT

BUILDINGS

BIT. CONC. LIP CURBING

CURB

STONE or CONC.STATED WHETHER

STONE WALL

CONC. WALK

BOARD FENCE

WIRE FENCE

GRAPE ARBOR

RETAINING WALL

OPEN DITCH

DRY

TELEGRAPH, TELEPHONE or

ELECTRIC LIGHT POLES

GUIDE RAIL(NOTE TYPE)

LEDGE or ROCK

HYDRANT

TREE

RIVERS, LAKES,FLOWING

STREAMS, ETC.

NORTH ARROW(MAGNETIC)

C.B.

C.H.D. MONUMENT

HIGHWAY MON.

SWAMP

PROPOSED WOOD SPAN POLE

EXISTING WOOD SPAN POLE

PROPOSED STEEL SPAN POLE

EXISTING STEEL SPAN POLE

PROPOSED COMBINATION SPAN POLE

EXISTING COMBINATION SPAN POLE

PROPOSED UTILITY POLE

EXISTING UTILITY POLE

PEDESTAL MOUNTING

PEDESTAL PUSH BUTTON

TRAFFIC SIGNAL FACE

PEDESTRIAN SIGNAL FACE

CONTROLLER

LOOP LEADS IN SAWCUT

MAGNETIC DETECTOR

HANDHOLE

CABLE CLOSURE

PORCELAIN STRAIN INSULATOR

LOCATION NO.

SIGN NO.

AS NOTED - (16H,16E CONSTRUCTION INDENTIFICATION SIGNS)

TAKING LINE

PROPOSED R.R. TRACKS

EXISTING R.R. TRACKS

WALK - TAR, GRAVEL

EASEMENT LINE

PROPERTY LINE

TOWN LINE

NAME of CO.

or EARTH

DOUBLE POST MOUNTING

SINGLE POST MOUNTING

SIDE MOUNTED INSTALLATION

CANTILEVER INSTALLATION

OVERHEAD INSTALLATION

STANDARD SIGNING CONVENTIONS

REGULATORY, WARNING OR

GUIDE SIGN INSTALLATION

TAKING LINE NA or

NA LINE

HOUSE BARN

STANDARD CONVENTIONS

LOOP DETECTOR

CONDUIT

DECIDIOUS EVERGREEN

PATH

EXISTING TRAVEL

RANDOM STONE

CONVENTIONS

STANDARD TRAFFIC SIGNAL

00

00-0

TR-01

DESIGNER/DRAFTER:

CHECKED BY:

PROJECT TITLE: TOWN:

DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.

Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.

DEPARTMENT OF TRANSPORTATION

STATE OF CONNECTICUT

OF WORK WHICH WILL BE REQUIRED.

THE CONDITIONS OF ACTUAL QUANTITIES

IN NO WAY WARRANTED TO INDICATE

INVESTIGATIONS BY THE STATE AND IS

SHEETS IS BASED ON LIMITED

QUANTITIES OF WORK, SHOWN ON THESE

THE INFORMATION, INCLUDING ESTIMATED

SCALE AS NOTED

7/10/2015

BLOCK:

SIGNATURE/

DATE: APPROVED BY:

OFFICE OF ENGINEERING

...\Traffic\TR_MSH_CVR_051_260.dgnPlotted Date:

CONNECTICU

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BEEN PERSONALLY CHECKED BY THE UNDERSIGNED.

NOT TO BE CONSTRUED TO MEAN THAT ALL ASPECTS OF THE DESIGN HAVE

THE DESIGN APPEARS TO CONFORM TO APPLICABLE CRITERIA. APPROVAL IS

TRANSPORTATION SUPERVISING ENGINEER

BEEN PERSONALLY CHECKED BY THE UNDERSIGNED.

NOT TO BE CONSTRUED TO MEAN THAT ALL ASPECTS OF THE DESIGN HAVE

THE DESIGN APPEARS TO CONFORM TO APPLICABLE CRITERIA. APPROVAL IS

TRANSPORTATION PRINCIPAL ENGINEER

51-260FARMINGTON

09.01

SIGNING AND PAVEMENT MARKING PLANS

TRAFFIC GUIDE SHEETS

GARDEN ST. TO MOUNTAIN SPRING RD.

SAFETY & TRAFFIC

OPERATIONAL IMPROVEMENTS

09.02 - 09.07

09.08 - 09.09

09.10 - 09.13

09.14 - 09.16TR_GS-03

TR_GS-01

SPM-04

SPM-01

TCS-02

TCS-01

MPT-06

MPT-01

ON ROUTE 4 (FARMINGTON AVE.) FROM

O. FILS

J. MASSINI

SIGNING AND PAVEMENT MARKINGS FOR CONSTRUCTION STAGING PLANS

09.0109.01

FilsO

Stamp

The plans have been checked that the following tasks have been completed correctly: 1. Page Labels 2. Sheet Numbers 3. Watermarked 4. Comments Flattened 5. Digital Signature was applied allowing for markups

"Fleet B

ank"

2 Sty. Stucco

Sum

p=221.3

0

FL=2

22.8

Top=2

26.40

CONC

WALK

Wood Step

Stoop &

236.24

237.3

9

Bit Drive

BCLC

BCLC

BCLC

BCLC

BCLCBCLC

BCLC

BCLC

BCLC

Bit

Bit

Bit Bit

BIT

BIT DRIV

EBIT DRIV

E

HIGH STREET

ROUTE 4

BIT

WALK

BIT

WALK

Conc Curb

Bank Drive-ThruConc Ret Wall

1•Sty. F

r.

1•Sty. F

r.

1•Sty. F

r.

1•Sty. F

r.

Sign

CONC

WALK

CONC WALK

Sign

"Webster B

ank"

1•Sty. F

r.

Conc

Bit

2•

Sty. F

r.

GG

STONE RET

WALL

CONC WALK

Brick

2•

Sty.

BCLC

2•

Sty. F

r.Fr. G

ar.

2•

Sty. F

r.

Bit Drive

Drive

Gravel

BIT WALK

Stone Ret Wall

Bit

2•

Sty. F

r.

Stamped 51-202

Elec. Box

Drive

Bit

Pole

Flag

BIT WALK

Sign

Post

Wood

Top=2

46.12

Bit Walk

BCLC

Conc Curb

BIT

WALK

Sign

BIT

WALK

CONC

CONC

CONC

Wood F

ence

Wood Fence

Post

Wood

Tops=2

48.2+/-

Mon W

ell

Top=248.96

Mon Well

Top=2

48.46

Mon W

ell

(Destroyed

)CP 114

WALL

RET

CONC

Conc Island

Conc Island

CONC

CONC

WALK

Flag Stone Walk

Brick P

lanter

BRIC

K

WALK

CONC.

CONC PARK

CONC

FARMINGTON AVENUE

CONC WALK

Flag S

tone Walk

Conc P

ads

Conc S

teps

Brick W

allSteps

Stone

Steps

Wood

Bit

Bit

Bit Bit Drive

BCLC

"Parson's C

hevrolet"Conc P

ad

700+00

701+

00

1+00

1+60

101+

00

E 979985.3

4

N 825378.5

8

ST

A. 9

70+

00.0

0

EL

M

TR

EE P

RK

G. N

OR

TH

BA

CK

AG

E

RD. S

TA. 1

09+

10.4

9=

INTE

RS

EC

TIO

N

904+60

904+60

500+

00

501+00502+00502+82

0+00

43+

00

44+

00

45+

00

46+00

47+00

48+00

49+00

24'

28'

A

VENUE

FARMINGTON

AVENUE

STREET

WA

TE

RVILLE

TO

WN

WESTERBERG

HOBART

ST.

STREET

PO

RTER

RD.

MIL

L

LANE

LANE

MAIDEN

ST

RE

ET

HIG

H

MO

UN

TAINS

CHOO

L ST.#1

CHURCH

ST

.ST.

HART

CARRINGTON

WOLF

IR

ENE

LA.

PATRICK

FL

OO

D

MO

UNTAIN

Riddles Pd.

Pope

Farmington

4

531

549

508

ME

LR

OS

ED

R.

D

R.

DR.

HILL RD.

ROUND

LEN

O

LA

D

R.

#2

INDIA

NL

A.

ROUND HILL RD.#1

DR.

33.31

33.38

33.44

33.5

33.61

33.74

33.85

33.93

34.01

34.1

34.41

34.45

41.5841.59

42.11

42.23

42.32

42.5242.54

42.541

42.58

42.67

42.69

42.77

42.8642.87

42.94

43.143.11

43.31

43.5643.73

43.8243.85

43.98

0.67

0.83

0.88

1.060

0.08

00.12 0.21 0.35

ELIZ

AB

ET

H

RD.

SO

UT

H

RO

AD

RD.

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40'

40 800

SCALE IN FEETOF WORK WHICH WILL BE REQUIRED.







7/10/2015

BLOCK:

SIGNATURE/

APPROVED BY:


...\TR_MST_MPT_STAGE-1A.dgnPlotted Date:

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SAFETY & TRAFFIC OPERATIONAL IMPROVEMENTS

ON ROUTE 4 (FARMINGTON AVE) FROM

GARDEN ST. TO MOUNTAIN SPRING RD.SIGNING AND PVT MKG

FARMINGTONMPT-01

51-260

PJC

JAM

STAGE 1A

CONSTRUCTION STAGE 1A

SIGNING AND PAVEMENT MARKING NOTES:

12' 12'

16'

11'

11'

STA. 49+00

PAVEMENT MARKINGS

MATCH EXISTING

STA. 43+00

PAVEMENT MARKINGS

MATCH EXISTING

CONSTRUCTIONAHEAD

ROAD USE RESTRICTED

STATE LIABILITY LIMITED

GENERAL STATUTES SEC 13a-115, 13a-145

COMMISSIONER OF TRANSPORTATION

DOUBLED

FINES

AHEAD

ROAD WORK

ST. ANDREWS DR.

ROAD

WORK

AHEAD

CONSTRUCTIONAHEAD

ROAD USE RESTRICTED




DOUBLED

FINES

AHEAD

ROAD WORK

ROAD

WORK

AHEAD

CONSTRUCTIONAHEAD

ROAD USE RESTRICTED




DOUBLED

FINES

AHEAD

ROAD WORKROAD

WORK

AHEAD

CONSTRUCTIONAHEAD

ROAD USE RESTRICTED




DOUBLED

FINES

AHEAD

ROAD WORK

ROAD

WORK

AHEAD

CONSTRUCTIONAHEAD

ROAD USE RESTRICTED




DOUBLED

FINES

AHEAD

ROAD WORK

ROAD

WORK

AHEAD

80-1608

80-1613

80-1608

80-1608

80-1608

31-1906(TYP.)

80-9603(TYP.)

ALL STAGES

ADVANCE SIGNING -

EXACT SIGN LOCATION TO BE DETERMINED BY THE ENGINEER.1.

WARNING SIGNS ONLY.

TO BE PLACED ON POST MOUNTED DIAMOND SHAPED

BARRICADE WARNING LIGHTS - HIGH INTENSITY 3.

BASED ON LANE USE DURING A PARTICULAR STAGE.

LANE USE SIGNS TO BE REVISED OR REMOVED4.

SEE INDIVIDUAL STAGING MPT PLANS

VARIES DEPENDING ON STAGE

* LOCATION "A"

SEE INDIVIDUAL STAGING MPT PLANS

VARIES DEPENDING ON STAGE

** LOCATION "B"

CONSTRUCTION SIGN INSTALLATION SYMBOLS

SINGLE POST MOUNTING

DOUBLE POST MOUNTING

PORTABLE SIGN SUPPORT

SIGHT DISTANCES FOR SAFE CROSSING.

PEDESTRIANS DURING CONSTRUCTION MUST PROVIDE ADEQUATE

THE TRAFFIC STANDARD SHEETS. ANY CROSSING FOR

REFER TO PATTERNS IN THE M&PT SPECIAL PROVISION AND

ARE CLOSED, PEDESTRIAN DETOUR SIGNING SHALL BE USED.

PEDESTRIAN ACCESS TO BE MAINTAINED. WHEN SIDEWALKS5.

CONFLICTING SIGNS TO BE COVERED OR REMOVED DURING CONFLICTING CONDITION.

RELOCATE EXISTING SIGNS AS NEEDED DURING STAGE CONSTRUCTION.

MAINTAIN VISIBILITY TO EXISTING SIGNS. 2.

CROSSING MAY BE RESTRICTED DUE TO SIDEWALK CLOSURE.

DURING STAGE CONSTRUCTION EXCEPT WHERE PEDESTRIAN

CROSSWALK MARKINGS TO BE MAINTAINED AND ADJUSTED 6.

REMOVE OR COVER EXISTING CONFLICTING PAVEMENT MARKINGS.7.

G

SPRIN

FA

RM

RO

AD

RO

AD

FA

RMIN

GT

ON

RIV

ER

1' MIN. SHOULDER

09.0209.02

236.24 237.39BCLCBCLC BCLC

BCLC BCLC

BCLC

BCLC

BitBit

Bit

Bit

BIT

BIT P

ARKIN

G

BIT P

ARKIN

G

BIT P

ARKIN

G

BIT

ROUTE 4

BIT WALK

BIT WALK

Conc

Curb

Sign

CONC WALK

Conc C

urbSTONE R

ET WALL

CONC

WALK

Brick2•

Sty.

BCLC

2•Sty. Fr.

2•Sty. Fr.

Bit Drive

BIT DRIV

E

Stone R

et Wall

BCLC

Sign

BitConc Curb

2•Sty. Fr.

Sta

mped

51-202

Elec. B

ox

DriveBit

Sign

Stop Bar

Bit Walk

BCLC

Conc

Curb

BIT WALK Sign

Conc Curb

BIT WALKCONC

CONC

CONC

Wood

Fence

Post

Wood

Top=2

48.46

Mon W

ell

(Destr

oyed)

CP 11

4

WALLRETCONC

Conc Island

CONC

CONC WALK

Flag Stone W

alk

Brick Planter

BIT

CONC

FAR

MIN

GTON AVENUE

CONC

WALK

Flag Stone Walk

Conc PadsConc Steps

Brick Wall

StepsSto

ne

StepsWood

Bit

Bit

Bit

Bit Drive

Ped

Drive

BitSignGazebo

Sign

Sign

BCLC

BCLC

Drive

Bit

BCLC

Cinder Walk

HH

Bit Drive

Pillar

Stone

Bit D

rive

Bit

Stop Bar

Painted

White Line

Painted

White Line

Painted

Dou

ble Yellow Line

BCLC

HH

Button

Ped

Sign

Sign

Button

Ped

ConcConc

Pole

Span

HH

PoleSpan

Pillar

StoneBCLC

BCLCBCLC Bit Drive

Cobblestone

Pillar

Stone

Fence

Split Rail

Cobblestone

Cobblestone

Flagpole

HH

CONN. ROUTE 4

Marker

Historical Stone

Span Pole

HHHH

HH

Pole

Flag

Stone

Memorial Gravel D

rive BCLC

Curb

Conc

Split Rail Fence

Conc CurbConc Curb

BCLC

BCLC

Conc Curb

HHHH

Sand Box

HHs

Bit

HH

HH

HH

HHPed

TCBox

Conc Curb

PillarStone

HH

Span Ped

Ped

Conc Curb

BCLC

BCLC

Bit

Drive

Bit

BIT

WALK

CONC

BIT WALK

WALL

CONC WALK

BIT WALK

CONC

BIT WALK

RET WALL

BIT WALK

CONC

BIT

WALK

BIT DRIVE

BIT WALK

BIT WALK

BIT PARKINGCONC

CONC WALKCONC WALK

CONC WALK

CONC

700+00

101+00

110+

72

500+00

501+

00

0+00

110+

00

37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00

45+00

46+00

47+

00

48+

00

49+

00

MIN.

24'

MIN.

24'

24'

11'

11'12'

12'

26'

26'

MIN.

24'

24'

24'

24'

11'

11'

11'

11'

11'

11'

11'

1'MIN SHOULDER(TYP.)


11'

11'

MBR

RET WALL

RET WALL

MOU

NTAI

N SPRIN

G ROA

D

GATE

Stop Bar

PillarStonePillar

Stone

Painted W

hite Line

Painte

d White Lin

e

PoleFlag

MBR

BIT

WALK

Chain Link F

enceGrave

SitesHistor

ical

Stone Ret W

all

PostWood

PostWood

Witness Post

To West Hartford

MBR

Painte

d Double

Yellow Li

ne

Wood F

ence

Post

Wood

SNET MH

BIT WALK

Conc Walk

BIT

BCLC

BCLC

BCLC

BCLC

Painted White Line

Painted White Line

BCL

C

PI E 980555.8

9

PI N

825097.8

1

R

=

60.0

0

L =

47.1

2

T =

24.8

5

D

=

95°

29'3

4.6

8"

Delta =

44°

59'5

9.8

8"

SC

HU

LT

Z

DR

CU

RV

E #

1

PI E 980686.6

6

PI N

825408.6

3

R

=

80.0

0

L =

138.5

4

T =

94.0

3

PA

RS

ON

S

DR

CU

RV

E #

3

600+

00

601+00

49+00

50+00

51+00

52+00

53+00 54+00

55+00

56+00

57+00 58+0059+00

12'

11'

12'

WORK AREA

24'11'

11'

11'

11'

11'

11'

11'

11'

Painted Double Yellow Line

Painted White Line

Pole

Span Conc

Stop

Bar

SignSign

Sign

Stop Bar

"Piccolo Arancio Ristorante"

2 Sty. Fr.

Pole

Flag

Sign

Sign

ConcConc

Bit Walk

Well

Stone Ornamental

6' Diameter

Pole

Span

Post

Wood

Sign

PoleSpan

Pillar

StoneWalkSlate

Fr. Bldg.

2 Sty. Wood

Stop B

ar

Sign

Cobblestone

Fence

Split Rail

Cobblestone

FlagpoleSteps

Conc

Split Rail FenceBit Drive

Drive

Bit

Bit

Sand Box

Conc

PillarStone

Span

Unit

AC

ROW Map 51-09 Sh 1 of 2TM 12

V493/P546

2 GARDEN ST

BRIDGE & CANAL STREETS LLC

N/F

V189/P389

843 FARMINGTON AVE

MOBIL OIL CORPORATION

N/F

ROW Map 51-09 Sh 2 of 2


TM 11X

COMPANY

FARMINGTON REAL ESTATE

N/F

(51-255-3)

Favor Of State Of Connecticut

Traffic Signalization Devices In

Subject To An Easement For Pole

Span

Line In Favor Of FCC Realty, LLC.

Subject To An Easement For A Sewer

BIT PARKING

Painted White Line

BIT WALK

BIT WALK

Bit

CONC WALK

BIT WALK

BIT WALK

BIT WALK

BIT

WALK

CONC WALK

BIT WALK

CONC W

ALK

BIT WALK BIT WALK

CONC WALK

BIT WALK

CONC

BIT WALK

CONC

BIT

WALK

Pole

Span

28+00

31+00

32+00

33+00

34+0035+00 36+00 37+00 38+00

30+00

400+

00

GA

RD

EN

ST.

LEFT LANE

TRAFFIC

RTE. 4 THRU

31-0283

41-6112

31-0283

31-0302

LOCATION

EXISTING

LOCATION

EXISTING

31-0302

(SEE ADVANCE SIGNING ON STAGE 1A PLAN)

* INSTALL AT LOCATION "A"

CONSTRUCTION STAGE 1

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40'

40 800








7/10/2015

BLOCK:

SIGNATURE/

APPROVED BY:


...\TR_MST_MPT_STAGE-1.dgn

Border Version: 11/29/13

Plotted Date:

CONNECTICU

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PJC

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FARMINGTON

SIGNING AND PVT MKGSTAGE 1

MPT-02

51-260

MATCH MARK

MATC

H

MARK

{SKIPS. 2' LINES, 4' SPACES)

DOUBLE YELLOW


DOUBLE YELLOW

3' LINES, 9' SPACES)

4" DOTTED LANE LINE3' LINES, 9' SPACES)

8" DOTTED LANE LINE

STOP BARS TO REMAIN.

EXISTING {, LANE LINES & ONLY

AHEAD

ONLY

ONLY ONLYONLY ONLY

STOP BAR LOCATION

MAINTAIN EXISTING

PAVEMENT MARKINGS.

APPROACH SIGNING AND

SEE ABOVE FOR EASTBOUND

.PAVEMENT MARKINGS

SEE BELOW FOR SIGNING AND

STA. 56+00

SHOULDER LINE

MATCH TO EXISTING

STA. 57+00

MATCH TO EXISTING {

12'

12'

09.0309.03

236.24 237.39BIT

BIT P

ARKIN

G

BIT P

ARKIN

G

BIT P

ARKIN

G

BIT

BIT WALK

BIT WALK

Sign

CONC WALK

Conc C

urb

CONC

WALK

Brick2•

Sty.

2•Sty. Fr.

2•Sty. Fr.

BIT DRIV

E

Stone R

et Wall

Sign

Conc Curb2•

Sty. Fr.

Sta

mped

51-202

Elec. B

ox

Sign

Bit Walk

BIT WALK Sign

Conc Curb

BIT WALK

CONC

CONC

Wood

Fence

Post

Wood

Top=2

48.46

Mon W

ell

WALLRETCONC

CONC WALK

Flag Stone W

alk

Brick Planter

BIT

CONC

WALK

Flag Stone Walk

Conc Steps

Brick Wall

StepsSto

ne

StepsWood

Ped

Drive

BitSignGazebo

Sign

Sign

BCLC

BCLC

Drive

Bit

BCLC

Cinder Walk

HH

Bit Drive

Pillar

Stone

Bit D

rive

Bit

BCLC

HH

Button

Ped

Sign

Sign

Button

Ped

ConcConc

Pole

Span

HH

PoleSpan

Pillar

StoneBCLC

BCLCBCLC Bit Drive

Cobblestone

Pillar

Stone

Fence

Split Rail

Cobblestone

Cobblestone

Flagpole

HH

CONN. ROUTE 4

Marker

Historical Stone

Span Pole

HHHH

HH

Pole

Flag

Stone

Memorial Gravel D

rive BCLC

Curb

Conc

Split Rail Fence

Conc CurbConc Curb

BCLC

BCLC

Conc Curb

HHHH

Sand Box

HHs

Bit

HH

HH

HH

HHPed

TCBox

Conc Curb

PillarStone

HH

Span Ped

Ped

Conc Curb

BCLC

BCLC

Bit

Drive

Bit

BIT

WALK

CONC

BIT WALK

WALL

CONC WALK

BIT WALK

CONC

BIT WALK

RET WALL

BIT WALK

CONC

BIT

WALK

BIT DRIVE

BIT WALK

BIT WALK

BIT PARKINGCONC

CONC WALKCONC WALK

CONC WALK

CONC

700+00

101+00

110+

72

500+00

501+

00

0+00

110+

00

37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00

45+00

46+00

47+

00

48+

00

49+

00

MIN.

24'

MIN.

24'

MIN.

24'

MIN.

24'

CF

F

C

C

CCF

C

C CF

MIN.

24'MIN.

31'

MIN.

29'

MIN.

29'

GATE

Lawn

PillarStonePillar

Stone

PoleFlag

BIT

WALK

Chain Link F

enceGrave

SitesHistor

ical

Stone Ret W

all

To West Hartford

N 825400

Wood F

ence

N 825400

MO

UN

TAIN SP

RIN

G

RO

AD

Row Map 247, Sheet 2 of 3




Highway Line

20'

FARMINGTON AVENUE (ROUTE 4)

FNDCHD

Jose R. Gazt

ambide Et A

lA Sew

er Pipe In F

avor Of

Subject To

A 20' Ease

ment For

12" Oak

36" Oak

18" Beech

Triple

30" Maple

24" Maple

36" Maple

24" Maple

BIT WALK

Conc Walk

BIT

BCLC

BCLC

BCLC

BCLC

BCL

C

PI E 980555.8

9

PI N

825097.8

1

R

=

60.0

0

L =

47.1

2

T =

24.8

5

D

=

95°

29'3

4.6

8"

Delta =

44°

59'5

9.8

8"

SC

HU

LT

Z

DR

CU

RV

E #

1

PI E 980686.6

6

PI N

825408.6

3

R

=

80.0

0

L =

138.5

4

T =

94.0

3

PA

RS

ON

S

DR

CU

RV

E #

3

600+

00

601+00

49+00

50+00

51+00

52+00

53+00 54+00

55+00

56+00

57+00 58+0059+00

MIN.

24'

MIN.

24'

C

C

C

FF

F

C

CC

17'

MIN.

24'

17'

C

C

C

C

C

C

F

F

BCLC

BCLC

BCLC

BCLC

BCLC

Pole

Span Conc

Stop

Bar

SignSign

BCLCBCLC

BCLC

BCLC

Sign


2 Sty. Fr.

BCLC

BCLC

BCLCBCLC

BCLC

BCLC

Sign

Sign

ConcConc

Conc Curb

Bit Walk

Stone Ret Wall

Pole

Span

Post

Wood

Sign

PoleSpan

BCLCBCLC Bit Drive

WalkSlate

Bit

Fr. Bldg.

2 Sty. Wood

Stop B

ar

FARMINGTON AVE.

Sign

Cobblestone

Fence

Split Rail

Cobblestone

CONN. ROUTE 4

Steps

Conc

Curb

Conc


Drive

Bit

Bit

Conc Conc Curb

Span

Conc Curb

BCLC

Unit

AC


V493/P546

2 GARDEN ST


N/F

V189/P389

843 FARMINGTON AVE


N/F



TM 11X

COMPANY


N/F

(51-255-3)




Span



BIT PARKING

Ret Wall

Stone

BIT WALK

BIT WALK

BCLC

Bit

CONC WALK

BIT WALK

BIT WALK

BIT WALK

BIT

WALK

CONC WALK

BIT WALK

CONC W

ALK

BIT WALK BIT WALK

RET

WAL

L

CONC WALK

BIT WALK

CONC

BIT WALK

CONC

BIT

WALK

Pole

Span

28+00

31+00

32+00

33+00

34+0035+00 36+00 37+00 38+00

30+00

400+

00

GA

RD

EN

ST.

LEFT LANE

TRAFFIC

RTE. 4 THRU

.PAVEMENT MARKINGS


PAVEMENT MARKINGS.



CF

PJC

JAM




FARMINGTON


MPT-03

51-260DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40'

40 800








7/10/2015

BLOCK:

SIGNATURE/

APPROVED BY:




Plotted Date:

CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON


MATC

H

MARK

MATCH MARK

11'

11'

11'

11'

11'

11'

13.5'

13.5'

14.5'14.5'

13.5'13.5'

11'

11'

11'11'

(BOTH SIDES)


11'

11'

11'

11'

11'

11'

STOP BAR LOCATIONS.

EXISTING LANE LINES &


8" DOTTED LANE LINE


4" DOTTED LANE LINE

MATCH TO EXISTING {

ONLY

AHEAD

ONLY

ONLY ONLYONLY ONLY

IN STAGE 1

= RETAIN SIGNS INSTALLED

10'

11'


DOUBLE YELLOW


4" WHITE SKIP LINES

INSTALL TEMPORARY { MARKINGS AS SHOWN.

AT ALL 4 APPROACHES AS SHOWN.

INSTALL TEMPORARY STOP BARS

TEMPORARY CONFIGURATION.

NEW SIGNAL TO BE OPERATING IN

11'

1'MIN. SHOULDER

(STA. 59+50|)

& SHOULDER LINE

MATCH TO EXISTING {

(STA. 58+50|)

SHOULDER LINE

MATCH TO EXISTING

REMAIN IN THE WESTBOUND DIRECTION UNTIL THE PERMANENT SIGN IS INSTALLED.

REMOVE ONLY #41-0815 (NEW) IN THE WESTBOUND DIRECTION. #41-0836 TO

14 CALENDAR DAYS FROM THE DATE THE SIGNAL IS PLACED IN OPERATION.

IN ADVANCE OF THE INTERSECTION. REMOVE EASTBOUND SIGN ASSEMBLY AFTER

ON ROUTE 4 (FARMINGTON AVENUE) APPROACHES APPROXIMATELY 300 FEET

INSTALL SIGNS #41-0815 (NEW) AND 41-0836 (SIGNAL AHEAD SYMBOL)

(STA. 46+10)

STOP BAR

(STA. 100+95)

STOP BAR

(STA. 500+42)

STOP BAR

12'

09.0409.04

236.24 237.39

BIT

BIT WALK

BIT WALK

Sign

CONC WALK

GG

CONC

WALK

Brick2•

Sty.

2•Sty. Fr.

2•Sty. Fr. S

tone R

et Wall

Sign

2•Sty. Fr.

Sta

mped

51-202

Elec. B

ox

Sign

Top=2

46.12

Bit Walk

BIT WALK Sign

BIT WALK

CONC

CONC

Wood

Fence

Post

Wood

Top=2

48.46

Mon W

ell

(Destr

oyed)

CP 11

4

WALLRETCONC

CONC WALK

Flag Stone W

alk

Brick Planter

CONC

WALK

Flag Stone Walk

Conc Steps

Brick Wall

StepsSto

ne

StepsWood

Drive

BitSignGazebo

Sign

Sign

BCLC

BCLC

Drive

Bit

BCLC

Cinder Walk

Bit Drive

Pillar

Stone

Bit D

rive

Bit

BCLC

Sign

Sign

ConcConc

Pole

Span

PoleSpan

Pillar

StoneBCLC

BCLCBCLC Bit Drive

Cobblestone

Pillar

Stone

Fence

Split Rail

Cobblestone

Cobblestone

Flagpole

CONN. ROUTE 4

Marker

Historical Stone

Span Pole

Pole

Flag

Stone

Memorial Gravel D

rive BCLC

Curb

Conc

Split Rail Fence

Conc CurbConc Curb

BCLC

BCLC

Conc Curb

Sand Box

Bit

Conc Curb

PillarStone

Span

Conc Curb

BCLC

BCLC

Bit

Drive

Bit

BIT

WALK

CONC

BIT WALK

WALL

CONC WALK

CONC

BIT WALK

RET WALL

BIT WALK

CONC

BIT

WALK

BIT DRIVE

BIT WALK

BIT WALK

BIT PARKINGCONC

CONC WALKCONC WALK

CONC WALK

CONC

R-A

CC-1

R-A

CC-4

+222.8

3'

+222.8

8'

700+00

101+00

110+

72

500+00

501+

00

0+00

110+

00

37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00

45+00

46+00

47+

00

48+

00

49+

00

205+00

202+

00

203+

00

204+

00

C

C

F

C

C

14'

14'

14'

14'

CF

F

14'

14'

C

C

CCF

C

C CF

20'

20'

20'

20'

20'

10' WIDTH

10'

WID

TH

10'

18" Orangeberg

C

F

F

10'

C

24'

28'

C CC C C

MBR

RET WALL

RET WALL

MOU

NTAI

N SPRIN

G ROA

D

GATE

PillarStonePillar

Stone

PoleFlag

MBR

BIT

WALK

Chain Link F

enceGrave

SitesHistor

ical

Stone Ret W

all

PostWood

PostWood

Witness Post

To West Hartford

MBR

Wood F

ence

Post

Wood

SNET MH

BIT WALK

Conc Walk

BIT

BCLC

BCLC

BCLC

BCLC

PATIO

BCL

C

255

256

255.00

255

255

255

262261260

260

260

PI E 980555.8

9

PI N

825097.8

1

R

=

60.0

0

L =

47.1

2

T =

24.8

5

D

=

95°

29'3

4.6

8"

Delta =

44°

59'5

9.8

8"

SC

HU

LT

Z

DR

CU

RV

E #

1

PI E 980686.6

6

PI N

825408.6

3

R

=

80.0

0

L =

138.5

4

T =

94.0

3

PA

RS

ON

S

DR

CU

RV

E #

3

600+

00

601+00

49+00

50+00

51+00

52+00

53+00 54+00

55+00

56+00

57+00 58+0059+00

14'

14'

C

C

C

C

CC

10' WID

TH

14'

14'

14'

14' 18'20'

C

C

C

C

C

C

BCLC

BCLC

BCLC

BCLC

BCLC

Stop

Bar

SignSign

BCLCBCLC

BCLC

BCLC

Sign


2 Sty. Fr.

BCLC

BCLC

BCLCBCLC

BCLC

BCLC

Sign

Sign

ConcConc

Conc Curb

Bit Walk

Stone Ret Wall

Pole

Span

Post

Wood

Sign

PoleSpan

BCLCBCLC Bit Drive

WalkSlate

Bit

Fr. Bldg.

2 Sty. Wood

Stop B

ar

FARMINGTON AVE.

Sign

Cobblestone

Fence

Split Rail

Cobblestone

CONN. ROUTE 4

Steps

Conc

Curb

Conc


Drive

Bit

Bit

Conc Conc Curb

Span

Conc Curb

BCLC

Unit

AC


V493/P546

2 GARDEN ST


N/F

V189/P389

843 FARMINGTON AVE


N/F



TM 11X

COMPANY


N/F

(51-255-3)




Span



BIT PARKING

Ret Wall

Stone

BIT WALK

BIT WALK

BCLC

Bit

CONC WALK

BIT WALK

BIT WALK

BIT WALK

BIT

WALK

CONC WALK

BIT WALK

CONC W

ALK

BIT WALK BIT WALK

RET

WAL

L

CONC WALK

BIT WALK

CONC

BIT WALK

CONC

BIT

WALK

Pole

Span

31+00

32+00

33+00

34+0035+00 36+00 37+00 38+00

30+00

203+

00

204+

00

400+

00

GA

RD

EN

ST.

LEFT LANE

TRAFFIC

RTE. 4 THRU

31-1526

31-1120

31-1120

31-1526

31-1120

31-1120

31-1120

31-1120

31-1526

31-1526

31-1526

31-1526

31-1120

.PAVEMENT MARKINGS


PAVEMENT MARKINGS.



CF

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40'

40 800








7/10/2015

BLOCK:

SIGNATURE/

APPROVED BY:




Plotted Date:

CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON


PJC

JAM




FARMINGTON


MPT-04

51-260

MATC

H

MARK

MATCH MARK

ONLY ONLYONLY ONLY

ONLY

IN STAGE 1


ONLY

AHEAD


4" DOTTED LANE LINE

MATCH TO EXISTING {


8" DOTTED LANE LINE

STOP BAR LOCATIONS.

EXISTING LANE LINES &

12'

12'

12'

12'

12'

12'

12'

12'

12'

12'

12'

12'

(BOTH SIDES)








4" YELLOW SKIP LINES

(SEE ADVANCE SIGNING PLAN STAGE 1A)

** INSTALL AT LOCATION "B"

80-9829(A) AHEAD

USE DETAIL FOR 41-4335)

SIGN, FOR LEGEND

(ORANGE CONSTRUCTION

(STA. 500+42)

STOP BAR

(STA. 46+10)

STOP BAR

(STA. 100+95)

STOP BAR

STA. 58+00

PAVEMENT MARKINGS

MATCH TO EXISTING

STA. 59+00

PAVEMENT MARKINGS

MATCH TO EXISTING

12'

12'

09.0509.05

Ped

BCLC

BCLC

BCLC

BCLC

BCLC

Box

Control

Traffic

Pole

Span Conc

Stop

Bar

SignHH

Sign

HH

Button

Ped

BCLCBCLC

BCLC

BCLC

HH

Sign


2 Sty. Fr.

BCLC

BCLC

BCLCBCLC

BCLC

BCLC

Button

Ped

Sign

Sign

Button

Ped

ConcConc

Conc Curb

Bit Walk

Stone Ret Wall

Pole

Span

Post

Wood

Sign

PoleSpan

BCLCBCLC Bit Drive

WalkSlate

Bit

Fr. Bldg.

2 Sty. Wood

Stop B

ar

FARMINGTON AVE.

Sign

HH

Cobblestone

Fence

Split Rail

Cobblestone

CONN. ROUTE 4

Steps

Conc

HH

Curb

Conc


Drive

Bit

Bit

HHHH

HHs

HH

Conc

HHPed

TCBox

Conc Curb

HH

Span Ped

Conc Curb

BCLC

Unit

AC


V493/P546

2 GARDEN ST


N/F

V189/P389

843 FARMINGTON AVE


N/F



TM 11X

COMPANY


N/F

(51-255-3)




Span



BIT PARKING

Ret Wall

Stone

HH

BIT WALK

BIT WALK

BCLC

Bit

CONC WALK

BIT WALK

BIT WALK

BIT WALK

BIT

WALK

CONC WALK

BIT WALK

CONC W

ALK

BIT WALK BIT WALK

RET

WAL

L

CONC WALK

BIT WALK

CONC

BIT WALK

CONC

BIT

WALK

Pole

Span

28+00

31+00

32+00

33+00

34+0035+00 36+00 37+00 38+00

30+00

302+

00

203+

00

204+

00

400+

00

GA

RD

EN

ST.

FF

F

C

Drive

BitSignGazebo

Sign

Sign

BCLC

BCLC

Drive

Bit

BCLC

Cinder Walk

Bit Drive

Pillar

Stone

Bit D

rive

Bit

BCLC

Sign

Sign

ConcConc

Pole

Span

PoleSpan

Pillar

StoneBCLC

BCLCBCLC Bit Drive

Cobblestone

Pillar

Stone

Fence

Split Rail

Cobblestone

Cobblestone

Flagpole

CONN. ROUTE 4

CP 113

Marker

Historical Stone

Span Pole

Pole

Flag

Stone

Memorial Gravel D

rive BCLC

Curb

Conc

Split Rail Fence

Conc CurbConc Curb

BCLC

BCLC

Conc Curb

Sand Box

Bit

Conc Curb

PillarStone

Span

Conc Curb

BCLC

BCLC

Bit

Drive

Bit

CP 75

BIT

WALK

CONC

BIT WALK

WALL

CONC WALK

BIT WALK

CONC

BIT WALK

RET WALL

BIT WALK

CONC

BIT

WALK

BIT DRIVE

BIT WALK

BIT WALK

BIT PARKINGCONC

CONC WALKCONC WALK

CONC WALK

CONC

700+00

101+00

110+

72

500+00

501+

00

0+00

110+

00

37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00

45+00

46+00

47+

00

48+

00

49+

00

301+00

302+87

302+

00

205+00

202+

00

203+

00

204+

00

MIN.

24'

MIN.

24'MIN.

24'

MIN.

24'

FF

F FF F

F

F

F

F

F

F

FF

CC C

C C

CCCC

C

C

C

C

C

C

C

C

C C

24'

28'

F

MIN.

24'

236.24 237.39BIT

BIT P

ARKIN

G

BIT P

ARKIN

G

BIT P

ARKIN

G

BIT

BIT WALK

BIT WALK

Sign

CONC WALK

GG

Conc C

urb

CONC

WALK

Brick2•

Sty.

2•Sty. Fr.

2•Sty. Fr.

BIT DRIV

E

Stone R

et Wall

Sign

Conc Curb2•

Sty. Fr.

Sta

mped

51-202

Elec. B

ox

Sign

Top=2

46.12

Bit Walk

BIT WALK Sign

Conc Curb

BIT WALK

CONC

CONC

Wood

Fence

Post

Wood

Top=2

48.46

Mon W

ell

(Destr

oyed)

CP 11

4

WALLRETCONC

CONC WALK

Flag Stone W

alk

Brick Planter

BIT

CONC

WALK

Flag Stone Walk

Conc Steps

Brick Wall

StepsSto

ne

StepsWood

904+

00

904+60

904+60

E 980607.6

6

N

825357.6

2

904+

36.9

7

PT

E 980588.2

3

N

825345.0

7

904+

60.1

1

PO

E

PI E 980686.6

6

PI N

825408.6

3

R

=

80.0

0

L =

138.5

4

T =

94.0

3

PA

RS

ON

S

DR

CU

RV

E #

3

600+

00

49+00

50+00

51+00

52+00

53+00 54+00

55+00

56+00

57+00 58+0059+00

MIN.

24'

MIN.

24'

FF

F MIN.

24'

MIN.

24'

CC

C

C

F

F

F

F

F

F

FCC

C

C

C

C

F

F

MBR

GATE

Lawn

PillarStonePillar

Stone

PoleFlag

MBR

BIT

WALK

Chain Link F

enceGrave

SitesHistor

ical

Stone Ret W

all

PostWood

PostWood

Witness Post

To West Hartford

E 98070

0

N 825400

MBR

Wood F

ence

E 98070

0

N 825400

Post

Wood

PostWood

PostWood

12" Oak

36" Oak

18" Beech

Triple

48" Beech

30" Maple

24" Maple

36" Maple

24" Maple

BIT PARKING

BIT WALK

Conc Walk

BIT

BCLC

BCLC

BCLC

BCL

C

LEFT LANE

TRAFFIC

RTE. 4 THRU

.PAVEMENT MARKINGS


PAVEMENT MARKINGS.



DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40'

40 800








7/10/2015

BLOCK:

SIGNATURE/

APPROVED BY:




Plotted Date:

CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON


PJC

JAM




FARMINGTON


MPT-05

51-260

MATCH MARK

MATC

H

MARK

ONLY

AHEAD

ONLY

IN STAGE 1


ONLY ONLYONLY ONLY


4" DOTTED LANE LINE


8" DOTTED LANE LINE

OPPOSING {

LINE UP { WITH

12'

12'

12'

MATCH TO EXISTING {

11'

11'

11'

11'

11'

11'

11'

11'

11'

11'


4" WHITE SKIP LINES


4" DOUBLE { SKIPS






80-9424


4" WHITE SKIP LINES


4" DOUBLE { SKIPS


4" DOUBLE { SKIPS

(STA. 59+50|)

MATCH TO EXISTING {

11'

11'

11'

11'

11'

11'

11'

11'

(BOTH SIDES)


(STA. 500+42)

STOP BAR

(STA. 46+10)

STOP BAR

(STA. 100+95)

STOP BAR

(STA. 59+00|)

SHOULDER LINE

MATCH TO EXISTING

(STA. 59+25|)

SHOULDER LINE

MATCH TO EXISTING

AHEAD

80-9829(A)

80-9432L

PLAN SHEET MPT-01)

(SEE ADVANCE SIGNING ON

** INSTALL AT LOCATION "B"

12'

12'

09.0609.06

700+00

101+00

110+

72

500+00

501+

00

502+

00

502+

82

0+00

110+

00

35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00

45+00

46+00

47+

00

48+

00

49+

00

80-9918L

14'

22'

16'

18" Orangeberg

F F

F

F

F

F

F

F

F

FF

CC C

C C

CCCC

C

C

C

C

C

C

C

C

C C

16'

14'

24'

28'

F

CONC

CONC W

ALK

BIT WALK

BIT

WALK

Fence

Split R

ail

Bit W

alk

BIT

WALK

Conc

Sign

CONC WALK

Sign

Pillar

Stone

Fence

Split Rail

BIT

WALK

Bit Drive

Ped

Ped

BIT

WALK

Bit Walk

WalkConc

ZP

P P

P

P

P

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40'

40 800








7/10/2015

BLOCK:

SIGNATURE/

APPROVED BY:




Plotted Date:

CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON

MPT-06

51-260

PJC

JAM




FARMINGTON



SPM PLANS FOR LAYOUT.

AT THE FINAL LOCATION - SEE

TEMPORARY PAVEMENT MARKINGS

2'

1'

12'

12'

1'

1'

1'

12'

1'

2'

12'

1'

12'

11'

1'

(STA. 500+42)

STOP BAR

(STA. 46+10)

STOP BAR

(STA. 100+95)

STOP BAR

INSTALL FINAL LANE USE SIGNS

SPM PLANS FOR LAYOUT.

AT THE FINAL LOCATION - SEE

TEMPORARY PAVEMENT MARKINGS

LANE USE SIGNS.

FOR STAGE CONSTRUCTION AND INSTALL FINAL

REMOVE TEMPORARY EASTBOUND LANE USE SIGNS

49+

00

09.0709.07

Fence

Split R

ail

15" RCP

Sign

Pillar

Stone

Ped

Ped

9

10

D7B

D7

D7

D7D7A

D7A

D7A

D1 D1 D1

D6 D6 D6

D6A D6A D6A

D6B D6B D6B D6B

D4

4

7

2

5

8

1

6

3

P1 P1

P1

D2

D5

D7C

D4A

9

P2P2

P1

P1

P1

#2012

SNET

#4987

CL&P#557

SNET

#1015

CL&P

#4820

HELTCO

#5064

CPCO

#47

SNET

#1014

CL&P

SNET #2011BCLC

BCLC

Bit

#4948

CL&P

#4821

CL&P

BIT PARKING

+222.8

3'

#2012

SNET

#4987

CL&P#557

SNET

Fence

Split R

ail

#1015

CL&P

#4819

CL&P

#4820

HELTCO

#5064

CPCO

#47

SNET

#1014

CL&P

SNET #2011

#4948

CL&P

#4823

CL&P#4822

CL&P

#4821

CL&P

E 979867.27

N 825370.77

980+98.15

POE

34+0035+00 36+00 37+00 38+00 39+00 40+00

300+

00

301+00

302+87

302+

00

205+00

201+

00

202+

00

203+

00

204+

00

ELM TREE SOUTH

#4820

HELTCO9

D7B

D7

D7A

D7A

D7A

D2

2011

FTR

9

P2P2

REV #

ADDRESS #

051-0260

FARMINGTONTCS-01

TRAFFIC CONTROL

SIGNAL PLAN

INTERSECTION # 051-201

ROUTE 4 (FARMINGTON AVE.) AT

R RY

G

G Y R

G

/

1

2

510

4

7

5

1

68

SIGNALPEDESTRIANACCESSIBLE

SIGNAL FACESCONSTRUCTION NOTES :

12"

12"

R

Y Y

G

12"

R

Y

G

12"

R

Y

12"

R

Y

G

1,5 2,4,6,8,10 9

3,7

RETRO REFLECTIVE BORDERS.

ALL FACES TO HAVE BACKPLATES WITH YELLOW

ALL INDICATIONS TO HAVE LED LAMPS.

01&5 02&5/ / /01&6

02&6/

03/

04/

07/

14'

12'

10'

TO INT #51-228

INTERCONNECT CABLE

EXIST 16/6 PAIR FIG 8

INTERCONNECT CABLE


2•" RMC, 4-14/2

2" RMC, 14/7

7

4

1

8

5

2

3

6

10

ID #51-201-B

S

ID #

051-201-C 30'

LENGTH

ARM

INSTALLED

YEAR

MAST ARM INFORMATION

HEIGHT

ATTACHMENT

ARM

ENERGY BY STATE

MAINT LEVEL 1

UNMETERED SERVICE

1 Y

SIGNALPEDESTRIANCOUNTDOWN

CO

OR

DIN

AT

E

GRID

CO

NN

EC

TIC

UT

ALL TRAFFIC SIGNAL EQUIPMENT IS NEW EXCEPT AS NOTED.

STATE FORCES TO STAKE ALL R.O.W. PRIOR TO EXCAVATION.

FOR REVIEW AND APPROVAL BY THE DIVISION OF TRAFFIC ENGINEERING PRIOR TO INSTALLATION.

ANY PROPOSED REVISIONS TO THE LOCATION OF THE APPURTENANCES SHOWN ON THE PLAN MUST BE SUBMITTED

CABINET DOOR TO OPEN STREET SIDE.

INSTALL STATE FURNISHED CONTROLLER.

W INSTALL 30" X 30" HANDHOLE. ALL OTHERS TYPE II.

PROVISION, 1.07 - LEGAL RELATIONS AND RESPONSIBILITIES.

COORDINATE WITH UTILITY COMPANY REPRESENTATIVES LISTED IN THE SPECIAL

REMOVE ALL ABANDONED TRAFFIC SIGNAL EQUIPMENT PER SPECIAL PROVISION.

(860) 258-0346 OR MR. MARK ZAMPINI (860) 258-0349 AT LEAST 45 DAYS PRIOR TO REVISION.

COORDINATE THIS REVISION WITH CONNECTICUT D.O.T. SIGNAL LAB CONTACT MR. DONALD ASSARD

CONTRACTOR TO REPLACE TYPE A CABLE CLOSURE ON FTR #2011 WITH NEW.

EMERGENCY PRE-EMPTION NOTES

EQUIPMENT FROM THE TRAFFIC SIGNAL CONTROLLER.

STATE FORCES TO INSTALL A SWITCH IN THE SIGNAL CABINET TO EFFECTIVELY DISCONNECT THE PRE-EMPTION

CONTINUOUS BETWEEN EACH DETECTOR AND THE AUXILIARY EQUIPMENT CABINET.

BY THE MANUFACTURER OR HIS DESIGNATED REPRESENTATIVE. DETECTOR CABLES ARE TO BE INSTALLED

PRE-EMPTION DETECTOR LOCATIONS ARE FOR ILLUSTRATION ONLY. EXACT LOCATIONS SHALL BE DETERMINED

PRE-EMPTION SYSTEM PRIOR TO AND AFTER RELOCATION IN ACCORDANCE WITH SPECIFICATIONS

CONTROLLER CABINET. RELOCATE EXISTING EMERGENCY PRE-EMPTION DETECTORS TO NEW SPAN. TEST

RELOCATE AUXILIARY EQUIPMENT CABINET FROM EXISTING CONTROLLER CABINET TO LEFT SIDE OF NEW

W

W

W

ELECT SPAN CALLOUTS

1

9

H

C

B

B

B

2" RMC, 8/2 SERVICE

2" RMC, 14/7

2" RMC, 2-16/6 PAIR (INTERCONNECT)

2" RMC, 14/7

H

9

9

I.D. #51-201-C

MAST ARM CALLOUTS

)D

R

EL

LI

VR

ET

AW(

01

ET

UO

R

W

)EVA NOTGNIMRAF( 4 ETUOR

(INTERCONNECT)

2" RMC, 2-16/6 PAIR

(INTERCONNECT)

2" RMC, 2-16/6 PAIR

2" RMC, SPARE

2" RMC, 14/7, 4-14/2

ROUTE 10 (MAIN STREET AND

WATERVILLE ROAD)

)EVA NOTGNIMRAF( 4 ETUOR

3

4

1

3

PHASE 6 ON TO OMIT PHASE 5.

PATH IS UNAVAILABLE NOTIFY THE ENGINEER AND CONTACT THE DIVISION OF TRAFFIC ENGINEERING.

PRIOR TO INSTALLATION TO PROVIDE A FREE PATH OF NOT LESS THAN 4 FEET. IF A MINIMUM 4 FOOT FREE

THE LOCATION OF TRAFFIC SIGNAL FOUNDATIONS WHEN IN OR ADJACENT TO SIDEWALKS SHALL BE VERIFIED

ID #

051-201-A

051-201-B

32'

32'

LENGTH

POLE

051-201-D 32'

24"

24"

24"

15'

15'

--

INSTALLED

YEAR

LENGTH

BRACKET

CAMERA

CIRCLE

BOLT

SPAN POLE INFORMATION

INSTALL 2-16/6 (INTERCONNECT)

EXIST. 16/6 FIG. 8 (INTERCONNECT)

4

)T

S

NI

AM(

01

ET

UO

R

VC14/7, 14/5,

VC14/7, 2-14/5,

VC14/7, 2-14/5, 14/2,

VC14/9, 14/7, 2-14/5, 14/2,

2-14/9, 14/7, 2-14/5, 14/2, VC

(15')

(15')

ID #51-201-A

VC = VIDEO CAMERA CABLE

3-14/9, 4-14/7, 5-14/5, 9-14/2, 2-VC

4-14/9, 4-14/7, 6-14/5, 11-14/2, 2-VC

4-14/9, 4-14/7, 7-14/5, 11-14/2, 2-VC

3" RMC, 11-14/2, 3-VC

3'' RMC, 14/25, 4-14/7, 2-14/5

2" RMC, 14/7

SERIES SPLICE SEGMENTED LOOPS PER LANE.

REPLACE EXISTING RISER WITH NEW 2" RMC RISER ON UTILITY POLE FTR #2011.

I SPAN POLE TO HAVE 2-3" TRAFFIC SIGNAL CABLE ENTRANCE FITTING.

I

CENTER LOOP DETECTORS IN LANE AND INSTALL 8' APART UNLESS OTHERWISE NOTED.

FILE NO. 51-255-4

(35' x 30')

EASEMENT AREA

2" RMC, (SPARE)

3" RMC, 3-14/7, 2-14/5, 7-14/2, VC

3-14/7, 2-14/5, 7-14/2, VC

3-14/7, 3-14/5, 7-14/2, VC

14/9, 3-14/7, 3-14/5, 7-14/2, VC

14/9, 3-14/7, 3-14/5, 8-14/2, VC

2" RMC, SPARE

2" RMC, 2-16-6 PAIR (INTERCONNECT)

3'' RMC, 11-14/2, 3-VC

3'' RMC, 14/25, 5-14/7, 2-14/5

SERVICE POLE FTR 2011

RIGHT 19.96'

STA 202+90.83 2" RMC, 14/7

BACK OF WALK

RIGHT 79.95'

STA 203+57.69

RIGHT 37.891'

STA 203+3.0

LEFT 36.63'

STA 204+62.52

9

3

CLEARANCE OF 40" BELOW SECONDARY & 12" ABOVE HIGHEST COMMUNICATIONS.

INTERCONNECT ATTACHMENT ON FTR #2011 & FTR #2012 TO HAVE A MINIMUM

X

X INSTALL CAST IRON HANDHOLE COVER.

BACK OF WALK

RIGHT 57.7'

STA 203+56.5

BACK EDGE OF WALK

RIGHT 71.4'

STA 203+50.6

S

S

B

B

B

B

W

TO INT #51-202

INTERCONNECT CABLE

16/6 PAIR FIG 8

DETECTORDETECTOR

LOCALDETECTOR

SYSTEM

CLOSED LOOP DETECTOR CHART

D1 1

D2 2

D4 4

D4A 8

D5 5

D6 6

D6A 9

D6B 10

D7 7

D7A 12

D7B 13

D7C 14

REFER TO MAST ARM DETAILS, DRAWING NO. XSC-01.

RIGHT 17'

STA 204+43.21

S

RIGHT 28.44'

STA 302+6.7

10'

7'5'

18'

3'5'

14/5, VC

19'

10'

30'

.

ID #51-201-D

INTERCONNECT CABLE


O. FILS

J. FASCIONE

J. MASSINI

P. COHEN

M. SHEHATA

J. FASCIONE

Z. CHAUDHRY

L. CONROY

J D D

G

E

F

F

I

I

H

H

POWDER COATED BLACK. REFER TO SPECIAL PROVISIONS.

PEDESTRIAN POLES, EXTENSION BRACKETS AND MOUNTING HARDWARE TO BE

SPAN POLES, MAST ARM ASSEMBLY, TRAFFIC SIGNALS, PEDESTRIAN SIGNALS,

3-14/9, 4-14/7, 5-14/5, 10-14/2, VC

3-14/9, 4-14/7, 6-14/5, 10-14/2, 2-VC

4-14/9, 4-14/7, 6-14/5, 10-14/2, 2-VC

14/25, 4-14/7, 2-14/5, 11-14/2, 2-VC

2-14/5, 14/2, VC

14/5, 14/2, VC

PRESENCE

PRESENCE

VIDEOD4

6' x 6' 3D7

DETECTORS

SIZE (WXL)IDENT TURNS MODE

6' x 6'

36' x 6'

6' x 34'

6' x 42'

10' x 6'

6' x 34'

6' x 6'

6' x 12'

6' x 30'

VIDEO

VIDEO

VIDEO

3

3

VIDEO

VIDEO

PRESENCE

PRESENCE

PRESENCE

PRESENCE

PRESENCE

PRESENCE

PRESENCE

PRESENCE

D1

D2

D4A

D5

D6,A,B

D7A

D7B

D7C

TRACY L. FOGARTY

6-22-2015

INSTALL NEW EMERGENCY PRE-EMPTION DETECTORS ON MAST ARM.

NOT TO SCALE

AA

A

A

A

A

1

6

2

5

9

1

6

2

5

104

7

8

9

3

5

9

1

2 2

2 TO BE IF PHASE 5 IS NEXT.TO BE IF PHASE 7 IS NEXT. (PRE-EMPT 3)

30" X 30" CONCRETE HANDHOLE

STATE MAINTAINED 12" WHITE CROSSWALK BARS ALONGSIDE TOWN MAINTAINED DECORATIVE CROSSWALK

TOWN OF FARMINGTON TO MAINTAIN POWDER COATING ON SIGNAL EQUIPMENT.

ARE TO BE MAINTAINED BY THE STATE.

ALL SIGNS AND PAVEMENT MARKINGS ON ROUTE 4 AND ROUTE 10

TOWN OF FARMINGTON.

PRE-EMPTION EQUIPMENT TO BE OWNED AND MAINTAINED BY THE

SEE SEPARATE PLAN FOR PAVEMENT MARKINGS AND ADDITIONAL SIGNING.

NOTES :

K

K

BARSTOPFROM450'|

BARSTOPFROM550'|

PRE-EMPTION SETTINGS

PRIORITY

DET. LOCK

ALT. MIN. GRN

DELAY

ALT. YELLOW

ALT. RED

ALT. PED. CLR.

HOLD GREEN

HOLD YELLOW

HOLD RED

HOLD PHASE

EXIT PHASE

EXIT CALL

NO

PRE-EMPT 1 PRE-EMPT 2 PRE-EMPT 3

YES

0

5

15

4.5

2.8

2&6

4

NONE

4.5

3.0

17

NO

YES

0

5

15

3.0

2.7

4

7

NONE

4.5

3.0

17

NO

YES

0

5

15

3.0

3.0

7

1&5

NONE

4.5

3.0

17

51-256

51-258

51-234

51-240

51-227

51-228

51-201

51-202

FLASH

FUNCTION TIME

COORDINATION TYPE: CLOSED LOOP

PROGRAM

DAYS

FUTURE

ALL OTHER TIMES

2200-0600 DAILY

0640-0915 M-F

FUTURE

FUTURE

ALL OTHER TIMES

1515-1830 M-F

2200-0600 DAILY

MAX 1

MAX 2

PATTERN 1

PATTERN 2

PATTERN 3

PATTERN 4

PATTERN 5

FREE

130 0 0

120 118 98

130 128 98

CYCLE

OFFSET

SEC %

SYSTEM LOC

MASTER

108

108

108

3930

3630

4333

2822

2823

2822

3325

2924

3124

2116

1613

1713

2822

3025

3028

2015

1714

1814

~1 ~2 ~3 ~4 ~5 ~6 ~7 ~8 ~ SEC

PHASE SPLITS SEC / %PERIOD

PERMIS

ON REDTURN

NO

ONLYONLY

ONLY

ONLY

A

B

C

D

E

F

G

H

I

NO RIGHTTURN

STOPHERE ON

RED

BACK TO BACK WITH 31-1188 ( )

J

TURNNO

RED

ON

ONLY

K INSTALL 41-0836 ( )

INSTALL 31-0222 ( )

INSTALL 31-0282 ( )

INSTALL 31-0830 ( ) MAST ARM MTD.

INSTALL 31-0823 ( ) SPAN MTD.


SIGN LEGEND :

INSTALL 31-0802 ( )

INSTALL 31-1177 ( )

INSTALL 31-1120 ( )

INSTALL 31-1627 WITH 31-1628 ( )

INSTALL 31-0445 ( )

7-10-2015

MARK F. MAKUCH



3

4

/

P1

P2

14/2, VC

2" RMC, 2-14/5,

W

2" RMC, 14/7

2" RMC, (SPARE)

2" RMC, 14/7, 2-14/5, 14/2, VC

2" RMC, 14/7

2" RMC, 14/7

2" RMC, 2-16/6 PAIR (INTERCONNECT)

P1,P2

SOLID - OVERLAP HAND/PERSON

9"

P1

P2

S

L

A

V

R

E

T

N

I

#

E

C

A

F

MOVEMENT DIAGRAM

Y

WALK/ PED. CLR

DON'T WALK

FLASHING

RED ARROW

YELLOW ARROW

GREEN ARROW

RED

YELLOW

GREEN

LEGEND:

R

Y

G

D.W.

FL.

R

WO/

SD

REVISION DESCRIPTION


TRAFFIC SIGNAL FACE

DIRECTIONAL ARW. FOR PUSH BUTTON

PEDESTRIAN PUSH BUTTON & SIGN

PEDESTAL MOUNTING VIDEO DETECTOR

OPTICAL DETECTOR

SYSTEM DETECTOR

EXISTING CONTROLLER

PROPOSED HANDHOLE

DET. LEADS IN SAW CUT

AUXILIARY TERMINATION CABINET

AUXILIARY EQUIPMENT CABINET









SIDEWALK RAMP

APPROVED DATE

AUDIO DETECTOR

GUY WIRE

LOOP DETECTOR

MAGNETIC DETECTOR

CABLE CLOSURE

WIRELESS SENSOR

WIRELESS RECEIVER

WIRELESS TRANSMITTER

PROPOSED CONTROLLER

EXISTING HANDHOLE

EXISTING RMC (RIGID METAL CONDUIT)

PROPOSED RMC (RIGID METAL CONDUIT)

SIGNAL REVISED: SM #

SIGNAL REVISED, REPLACE ALL NEW EQUIPMENT UNDER PROJECT NO.51-260.

REV # STANDARD OVERLAP SKIP FEATURES APPLYPHASE 3 PHASE 4 PHASE 5 PHASE 6PHASE 2PHASE 1 PHASE 7 PHASE 8

CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON

GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CLFLASH

NTOR

PED CLR

VEH EXT

MAX 1

MAX 2

YELLOW

RED

ADD INIT

MAX INIT

TBR

TTR

MIN GAP

MIN GRN

WALK

MODE

ENGINEER

DRAWN BY

CHECKED BY

SUBMITTED BY

APPROVED BY

DATE DATE

NO. DATE 7/22/2015 SCALE 1" = 40'

TECHNICAL NOTES

TRAFFIC ELECTRICAL

OFFICE RECORD

5.0

1.5

10

10

3.0

1.0

20

2.0

60

60

4.5

2.8

7.0

17

4.0

0.0

7.0

7.0

5.0

2.0

30

30

3.0

2.7

7.0

1.5

15

15

3.0

2.0

20

2.0

60

60

4.5

2.8

7.0

2.0

25

25

3.0

3.0

1

2

3

4

5

6

7

8

9

10

P1

P2

R

R

R

R

R

R

R

R

R

R

OFF

OFF

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

G

R

R

G

R

R

R

R

R

DW

DW

R

Y

R

R

Y

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

W0

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

G

R

R

R

R

G

W0

R

R

R

Y

R

R

Y

R

R

Y

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

DW

DW

R

R

R

R

R

R

R

Y

R

R

R

R

R

R

R

R

R

R

R

G

R

R

R

R

G

R

R

R

R

Y

R

R

R

R

Y

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

G

R

R

R

Y

R

R

R

R

Y

R

R

R

R

R

R

R

R

R

R

R

NON-LOCK MIN RECALL NON-LOCK NON-LOCK NON-LOCK MIN RECALL NON-LOCK

OFF

DATE PLOTTED :

TOWN:

DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.

\\sh3dgs18\CTDOT_projects\051_0260_2007\Traffic\Signals\TR_MSH_TCS_051_201_000 - ADD PEDS.dgn

TIMING SHOWN INDICATED FREE OPERATION, ACTUAL TIMING TO BE DETERMINED BY CLOSED LOOP SYSTEM.

PRE-EMPTION TO BE INOPERATIVE DURING FLASHING OPERATION.

MANUAL AND INTERVAL ADVANCE TO BE DISCONNECTED DURING PHASE 3 PEDESTRIAN CHANGE INTERVAL

D2, D6, D6A, D6B DETECTORS TO BE NON-ACTUATING DURING COORDINATION.

PERCUSSIVE TONE ONLY DURING WALK INTERVAL.

PHASES 1 & 5 TO DRIVE FACES 1 & 5 Y AND ONLY.

PHASES 2 & 6 TO DRIVE FACES 1 & 5 R, Y & G.


GRN CL CL

COUNTDOWN ONLY DURING FLASHING PEDESTRIAN CHANGE INTERVAL.

(PRE-EMPT1) (PRE-EMPT2) (PRE-EMPT 1) (PRE-EMPT3)

INT START THIS PHASE THIS PHASE

TIR #

7/15 6/15

7/15

3/15

3/15 3/15

3/15

4/15

VIDEO DETECTION ZONE

DII

VSIO

N

FOTRAFFIC ENGIN

EERIN

G

R

Y

G

09.08

700+00

101+00

102+

00

500+00

501+

00

502+

00

0+00

42+00 43+00 44+00

45+00

46+00

47+

00

48+

00

49+

00

P

P

P

P

P

8

D4D7

D6

D6

D1

D2

D5

D7

A

2

7

1

6

4

4

5

D7B

P

#2606

SNET

#2015

SNET

Y

#2017

SNET

D2A

D5A

#2016

SNET

#2017

SNET

Sign

#2018

SNET

#202

0SNET

#202

1SNET

SNET #2

019

Bit Walk

SNET #2014

'C' CB

CL&

P #1139

242.8

LA

NDIN

G

CONC

WALK

CONC WALK

Sign

Bit Walk

'C' CB

CONC WALK

#2017

SNET

Bit Walk

REV #

ADDRESS #

FARMINGTON

TCS-02

TRAFFIC CONTROL

SIGNAL PLAN

INTERSECTION # 51-202

51-260

ROUTE 4 (FARMINGTON AVE)

1

2

5

3 7

5 1

6

4

3 7

R RY

/

R RY

Y

SIGNAL FACES

12"

12"

R

Y Y

G

12"

R

Y

G

YELLOW RETROREFLECTIVE BORDERS.

ALL FACES TO HAVE BACKPLATES WITH

ALL INDICATIONS TO HAVE LED LAMPS.

CONSTRUCTION NOTES :

DETECTORDETECTOR

LOCALDETECTOR

SYSTEM

CLOSED LOOP DETECTOR CHART

D1 1

D2 2

D4 4

D5 5

D6 CT LANE 6

D6 RT LANE 9

D7 7

D7A 10

D7B 11

CO

OR

DIN

AT

E

GRID

CO

NN

EC

TIC

UT

1

6

01&5 02&5

02&6

03

04

07

/ / /

/

15

5

6

1

2

5

/

/

/

3 7

4

3 7

01&6

(15')

(20')(15')

W

W

2

ENERGY BY TOWN

MAINT LEVEL 2

UNMETERED SERVICE

SERVICE POLE SNET #2017



P

SOLID - OVERLAP HAND/PERSON

9"

ALL TRAFFIC SIGNAL EQUIPMENT IS NEW.

STATE FORCES TO STAKE ALL R.O.W. PRIOR TO EXCAVATION.

FOR REVIEW AND APPROVAL BY THE DIVISION OF TRAFFIC ENGINEERING PRIOR TO INSTALLATION.

ANY PROPOSED REVISIONS TO THE LOCATION OF THE APPURTENANCES SHOWN ON THE PLAN MUST BE SUBMITTED

TO PLACING IN NORMAL OPERATION.

SECT. 10.10.10). SIGNAL MAY BE PLACED IN FLASHING OPERATION NO MORE THAN 7 DAYS PRIOR

EXCEPT FOR TEST PURPOSES, KEEP SIGNALS BAGGED PRIOR TO THE FUNCTIONAL INSPECTION (FORM 816

INSTALL STATE FURNISHED CONTROLLER.

PROVISION, 1.07 - LEGAL RELATIONS AND RESPONSIBILITIES.

COORDINATE WITH UTILITY COMPANY REPRESENTATIVES LISTED IN THE SPECIAL

REMOVE ALL ABANDONED TRAFFIC SIGNAL EQUIPMENT PER SPECIAL PROVISION.

(860) 258-0346 OR MR. MARK ZAMPINI (860) 258-0349 AT LEAST 45 DAYS PRIOR TO REVISION.

COORDINATE THIS REVISION WITH CONNECTICUT D.O.T. SIGNAL LAB CONTACT MR. DONALD ASSARD

INSTALL RISER ON SNET #2017 UTILITY POLE.

EMERGENCY PRE-EMPTION NOTES

EQUIPMENT FROM THE TRAFFIC SIGNAL CONTROLLER.

STATE FORCES TO INSTALL A SWITCH IN THE SIGNAL CABINET TO EFFECTIVELY DISCONNECT THE PRE-EMPTION

CONTINUOUS BETWEEN EACH DETECTOR AND THE AUXILIARY EQUIPMENT CABINET.

BY THE MANUFACTURER OR HIS DESIGNATED REPRESENTATIVE. DETECTOR CABLES ARE TO BE INSTALLED

PRE-EMPTION DETECTOR LOCATIONS ARE FOR ILLUSTRATION ONLY. EXACT LOCATIONS SHALL BE DETERMINED

EQUIPMENT IN AUXILIARY CABINET.

INSTALL AUXILIARY EQUIPMENT CABINET ON LEFT SIDE OF CONTROLLER CABINET. INSTALL PRE-EMPTION

W INSTALL 30" X 30" HANDHOLE. ALL OTHERS TYPE II.

ROUTE 4 (FARMINGTON AVE.)

RO

UT

E 4 (F

AR

MIN

GT

ON

AV

E.)

P

P

3

7

1

6

4

4

5

2

I.D. #51-202-A

I.D. #51-202-D

I.D. #51-202-B

(15')

(15')

(20')

14/9

14/9, 14/2

14/9, 14/5, 14/2

ELECT SPAN CALLOUTS

CONTINUOUS BETWEEN EACH CAMERA AND THE CONTROLLER CABINET.

BY THE MANUFACTURER OR HIS DESIGNATED REPRESENTATIVE. CAMERA CABLES ARE TO BE INSTALLED

VIDEO DETECTOR LOCATIONS ARE FOR ILLUSTRATION ONLY. EXACT LOCATIONS SHALL BE DETERMINED

SPAN POLES WITH 2 SPAN ATTACHMENTS TO HAVE 2 SPAN CLAMPS.

2" RMC, 14/7

1

2

2,4,6,7,8

1

2

PATH IS UNAVAILABLE NOTIFY THE ENGINEER AND CONTACT THE DIVISION OF TRAFFIC ENGINEERING.

PRIOR TO INSTALLATION TO PROVIDE A FREE PATH OF NOT LESS THAN 4 FEET. IF A MINIMUM 4 FOOT FREE

THE LOCATION OF TRAFFIC SIGNAL FOUNDATIONS WHEN IN OR ADJACENT TO SIDEWALKS SHALL BE VERIFIED

HAVE A MINIMUM CLEARANCE OF 40" BELOW SECONDARY & 12" ABOVE HIGHEST COMMUNICATIONS.

INTERCONNECT ATTACHMENT ON SNET #2017, SNET #2016, SNET #2015, SNET #2606 & SNET #2014 TO

15'

15'

8'

13'

26'

15'

2" RMC, 2-16/6 PAIR INTERCONNECT

3" RMC, (SPARE)

4-14/2, 4-VC

3" RMC, 2-14/21, 4-14/7,

2" RMC, 2-14/7, 14/5

INTERCONNECT CABLE

16/6 PAIR FIG 8

14/7, 14/5, 2-VC

2-VC14/7, 14/5, 14/2,

2-VC14/9, 14/7, 14/5, 14/2,

14/7, 2-VC

2-VC

14/9, 3-14/7, 2-14/5, 2-14/2,

2-VC

2-14/9, 3-14/7, 2-14/5, 2-14/2,

Y SPAN POLE TO HAVE 2-3" TRAFFIC SIGNAL CABLE ENTRANCE FITTINGS.

VC = VIDEO CAMERA CABLE

TO INT #051-201

INTERCONNECT CABLE

16/6 PAIR FIG 8

Z

14/7, VC

2-14/7

14/9, 3-14/7, 14/5, 14/2, 2-VC

2-VC

14/9, 3-14/7, 2-14/5, 14/2,

14/21, 3-14/7, 2-14/2, 2-VC

2" RMC, 14/7, VC

8

BACK OF WALK

LEFT 42.801'

STA 45+4.6

BACK OF WALK

LEFT 31.60'

STA 500+65.50

BACK OF WALK

LEFT 35.5'

STA 45+8.4

RIGHT 50.74'

STA 45+12

BACK OF WALK

LEFT 31.60'

STA 500+65.50

BACK OF WALK

LEFT 57'

STA 45+20.36

BACK OF WALK

LEFT 56.90'

STA 46+1.9

2" RMC, 8/2 (SERVICE)

2-16/6 PAIR (INTERCONNECT)

16/6 PAIR FIG 8 (INTERCONNECT)

T

S

T

{

10'

22'

13'

2'

13'

14'

ID #

051-202-A

051-202-B

30'

32'

LENGTH

POLE

051-202-C 30'

051-202-D 30'

CIRCLE

BOLT

24"

24"

24"

24"

INSTALLED

YEAR

15

LENGTH

BRACKET

CAMERA

COMBINATION SPAN POLE INFORMATION

15' & 20'

T

S

G

1,3,5

O. FILS

J. FASCIONE

J. MASSINI

P. COHEN

M. SHEHATA

J. FASCIONE

Z. CHAUDHRY

L. CONROY

I.D. #51-202-C

14/9, 14/7, 2-14/5, 14/2, VC

14/9, 14/7, 14/5, 14/2, VC

14/9, 14/7, 2-14/5, 2-14/2, VC

14/9, 14/7, 3-14/5, 2-14/2, VC

14/21, 14/7, 2-14/2, VC

B

D

FF

E

E

C

DA

OR

EG

AK

CA

B

POWDER COATED BLACK. REFER TO SPECIAL PROVISIONS.

PEDESTRIAN POLES, EXTENSION BRACKETS AND MOUNTING HARDWARE TO BE

SPAN POLES, MAST ARM ASSEMBLY, TRAFFIC SIGNALS, PEDESTRIAN SIGNALS,

Z INSTALL CAMERA ON 18' PEDESTAL AS SHOWN.

G

(15')

REMAIN IN THE WESTBOUND DIRECTION UNTIL THE PERMANENT SIGN IS INSTALLED.

REMOVE ONLY #41-0815 (NEW) IN THE WESTBOUND DIRECTION. #41-0836 TO

14 CALENDAR DAYS FROM THE DATE THE SIGNAL IS PLACED IN OPERATION.

IN ADVANCE OF THE INTERSECTION. REMOVE EASTBOUND SIGN ASSEMBLY AFTER

ON ROUTE 4 (FARMINGTON AVENUE) APPROACHES APPROXIMATELY 300 FEET

INSTALL SIGNS #41-0815 (NEW) AND 41-0836 (SIGNAL AHEAD SYMBOL)

D

B

AT HIGH STREET AND BACKAGE ROAD

129

119

129

6852

6151

6752

2418

2420

2418

1411

1210

129

129

119

1411

6852

6151

6550

129

1210

1512

~1 ~2 ~3 ~4 ~5 ~6 ~7 ~8 ~ SEC

PHASE SPLITS SEC / %PERIOD

PERMIS

51-256

51-258

51-234

51-240

51-227

51-228

51-201

51-202

FLASH

FUNCTION TIME

COORDINATION TYPE: CLOSED LOOP

PROGRAM

DAYS

FUTURE

ALL OTHER TIMES

2200-0600 DAILY

0640-0915 M-F

FUTURE

FUTURE

ALL OTHER TIMES

1515-1830 M-F

2200-0600 DAILY

MAX 1

MAX 2

PATTERN 1

PATTERN 2

PATTERN 3

PATTERN 4

PATTERN 5

FREE

130 129 99

120 4 3

130 4 3

CYCLE

OFFSET

SEC %

SYSTEM LOC

MASTER

G

TECHNICAL NOTES - CONTINUED

3

4

TO BE Y IF PHASE 7 IS SKIPPED.

TO BE R IF PHASE 7 IS SKIPPED.3 4

TOWN OF FARMINGTON TO MAINTAIN POWDER COATING ON SIGNAL EQUIPMENT.

BE MAINTAINED BY THE TOWN OF FARMINGTON.ALL OTHER SIGNING AND PAVEMENT MARKINGS ON THE SIDE STREETS TO

BY THE STATE.ALL SIGNING AND PAVEMENT MARKINGS ON ROUTE 4 TO BE MAINTAINED

ALL STOP BARS TO BE MAINTAINED BY THE STATE.

PRE-EMPTION TO BE OWNED AND MAINTAINED BY THE TOWN OF FARMINGTON.

SEE SEPARATE PLAN FOR PAVEMENT MARKINGS AND ADDITIONAL SIGNING.

NOTES :

TOWN MAINTAINED DECORATIVE CROSSWALK

STATE MAINTAINED 12" WHITE CROSSWALK BARS ALONGSIDE

TOWN MAINTAINED DECORATIVE CROSSWALK

TOWN MAINTAINED 12" WHITE CROSSWALK BARS ALONGSIDE

30" X 30" CONCRETE HANDHOLE

A

A

ON REDTURN

NO

ONLY

ONLY

ONLY

ONLY

F

ONLY

A

B

C

D

E INSTALL 31-0282 ( )

INSTALL 31-0138Z ( ) SPAN MTD.

INSTALL 31-0283Z ( )

INSTALL 31-0823Z ( ) SPAN MTD.


SIGN LEGEND :

INSTALL 31-0307 ( )

G INSTALL 41-0836 ( )

RD.

SPRING

MTN.

SIDE

WEST

RTE 4 WB

A

A

PRE-EMPTION SETTINGS

PRIORITY

DET. LOCK

DELAY

ALT. MIN. GRN

ALT. YELLOW

ALT. RED

ALT. PED. CLR.

HOLD GREEN

HOLD YELLOW

HOLD RED

HOLD PHASE

EXIT PHASE

EXIT CALL

NO

4.5

2.2

13

NONE

YES

0

5

15

4.5

2.2

2&6

4

NO

4.5

2.2

13

NONE

YES

0

5

15

3.0

1.7

4

7

PRE-EMPT 1 PRE-EMPT 2

S

L

A

V

R

E

T

N

I

#

E

C

A

F

MOVEMENT DIAGRAM

Y

WALK/ PED. CLR

DON'T WALK

FLASHING

RED ARROW

YELLOW ARROW

GREEN ARROW

RED

YELLOW

GREEN

LEGEND:

R

Y

G

D.W.

FL.

R

WO/

SD

REVISION DESCRIPTION


TRAFFIC SIGNAL FACE

DIRECTIONAL ARW. FOR PUSH BUTTON

PEDESTRIAN PUSH BUTTON & SIGN

PEDESTAL MOUNTING VIDEO DETECTOR

OPTICAL DETECTOR

SYSTEM DETECTOR

EXISTING CONTROLLER

PROPOSED HANDHOLE

DET. LEADS IN SAW CUT

AUXILIARY TERMINATION CABINET

AUXILIARY EQUIPMENT CABINET









SIDEWALK RAMP

APPROVED DATE

AUDIO DETECTOR

GUY WIRE

LOOP DETECTOR

MAGNETIC DETECTOR

CABLE CLOSURE

WIRELESS SENSOR

WIRELESS RECEIVER

WIRELESS TRANSMITTER

PROPOSED CONTROLLER

EXISTING HANDHOLE

EXISTING RMC (RIGID METAL CONDUIT)

PROPOSED RMC (RIGID METAL CONDUIT)

SIGNAL REVISED: SM #

FLASHING BEACON REPLACED WITH NEW TRAFFIC SIGNAL EQUIPMENT.

REV # STANDARD OVERLAP SKIP FEATURES APPLYPHASE 3 PHASE 4 PHASE 5 PHASE 6PHASE 2PHASE 1 PHASE 7 PHASE 8

CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON

GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CL GRN CL CLFLASH

NTOR

PED CLR

VEH EXT

MAX 1

MAX 2

YELLOW

RED

ADD INIT

MAX INIT

TBR

TTR

MIN GAP

MIN GRN

WALK

MODE

ENGINEER

DRAWN BY

CHECKED BY

SUBMITTED BY

APPROVED BY

DATE DATE

NO. DATE 7/10/2015 SCALE 1" = 40'

TECHNICAL NOTES

TRAFFIC ELECTRICAL

OFFICE RECORD

5.0

1.5

10

10

3.0

1.0

15

2.0

60

60

4.5

2.2

7.0

13

4.0

0.0

7.0

2.0

15

15

3.0

1.7

5.0

1.5

10

10

3.0

1.0

15

2.0

60

60

4.5

2.2

7.0

2.0

15

15

3.0

2.0

1

2

3

4

5

6

7

8

P

R

R

R

R

R

R

R

R

OFF

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

G

R

R

G

R

R

R

DW

R

Y

R

R

Y

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

W0

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

G

R

R

R

Y

R

R

R

Y

R

DW

R

R

G

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

R

G

R

R

R

R

G

R

G

Y

R

R

R

R

Y

R

Y

R

R

R

R

R

R

R

R

R

R

G

G

R

R

G

R

R

R

Y

Y

R

R

Y

R

R

R

R

R

R

R

R

R

NON-LOCK MIN RECALL NON-LOCK NON-LOCK NON-LOCK MIN RECALL NON-LOCK

OFF

DATE PLOTTED :

TOWN:

DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.

\\sh3dgs18\CTDOT_projects\051_0260_2007\Traffic\Signals\TR_MSH_TCS_051_202_000.dgn

TIMING SHOWN INDICATES FREE OPERATION, ACTUAL TIMINGS TO BE DETERMINED BY CLOSED LOOP SYSTEM.

PRE-EMPTION TO BE INOPERATIVE DURING FLASHING OPERATION.

PHASES 1 & 5 TO DRIVE FACES 1 & 5 AND ONLY.

PHASES 2 & 6 TO DRIVE FACES 1 & 5 R, Y &G.



MANUAL AND INTERVAL ADVANCE TO BE DISCONNECTED DURING PHASE 3 PEDESTRIAN CHANGE INTERVAL.

PERCUSSIVE TONE ONLY DURING WALK INTERVAL.

D2, D2A & D6 DETECTORS TO BE NON-ACTUATING DURING COORDINATION.

GRN CL CL

COUNTDOWN ONLY DURING FLASHING PEDESTRIAN CHANGE INTERVAL.

AND INCLUDED IN CLOSED LOOP SYSTEM UNDER PROJECT NO.51-260.

(PRE-EMPT 1) (PRE-EMPT 2) (PRE-EMPT 1)

INT START THIS PHASE THIS PHASE

TIR # 051-1502-01

7/15 6/15

7/15

3/15

3/15 3/15

3/15

3/15

VIDEO DETECTION ZONE

DETECTORS

SIZE (WXL)IDENT TURNS MODE

6' x 40'

VIDEO6' x 40'

6' x 35'

6' x 35'

6' x 30

6' x 35'

6' x 35'

10' x 6'

VIDEO

VIDEO

VIDEO

VIDEO

VIDEO

VIDEO

VIDEO

PRESENCE

PRESENCE

PRESENCE

PRESENCE

PRESENCE

PRESENCE

6" DELAY

PRESENCE

D1

D2

D4

D7A

D5

D6

D7

D7B

D2A 6' x 10' VIDEO PRESENCE

D5A 6' x 10' VIDEO PRESENCE

TE

ER

TS

HGI

H

TRACY L. FOGARTY

6-22-20157-10-2015

MARK F. MAKUCH

3

DII

VSIO

N

FOTRAFFIC ENGIN

EERIN

G

R

Y

G

09.0909.09

+

25+3125+31 26+00 27+00 28+0031+00 32+00 33+00

34+00

E 978780.8

9

N

826086.6

0

25+

31.1

1

PO

B

E 9790

86.987N 8

25773.4

84GARDEN S

T STA. 4

00+00.0

0

ROUTE 4 S

TA. 31+38.8

1=

INTERSECTION

30+00

401+

00

400+

00

402+

00

FAR

MIN

GTON RIV

ER

Conc Parapet

Conc Parapet

Concrete Bridge Pier

PierBridge

Concrete

Conc Walk

'C-L' CB

'C-L' CB

'C-L' CB

Bit

Concrete Parapet

Concrete ParapetMBR

Bit Walk

Endwall

MBR

#3•SNET

BIT WALK

#3SNET

CONC WALK

BIT WALK

#1SNET

BIT WALK

#1SSNET

BIT WALK

Sign

#6547CPCO

#8542

HELTCO

Pole

Span

Conc

Conc Walk

MBR

Stop

Bar

FL=171.39

Top=175.24

15" RCP

CL&P #531

'C' CB

'C' CB

CONC

BIT WALK

BIT WALK

BIT WALK

BIT

WALK

BIT

WALK

BIT

WALK

#155

SNET

#8445

HELTCO

#1539

HELTCO

CONC WALK

BIT WALK#4819CL&P

#5063

CPCO

Sign

#531

HELTCO

15" RCP

FAR

MIN

GTON RIV

ER

SignWood Post

Sign

SNET #2S 15" R

CP#2806CL&P

SNET #2

Bit Parking

ParkingBit

BCLC

Bit DriveBit Drive

BIT PARKING

DriveBit

DriveBit

Endwall

Z

Bit Parking

ParkingBit

BCLC

Bit DriveBit Drive

BIT PARKING

DriveBit

DriveBit

CO

OR

DIN

ATE G

RID

CO

NNECTIC

UT

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40'

40 800








7/10/2015

BLOCK:

SIGNATURE/

APPROVED BY:


...\TR_MSH_SPM_051_0260.dgn


Plotted Date:

CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON

FARMINGTON

SPM-01

51-260

20-

MP

S

EE

S

KR

AM

HC

TA

M


ON ROUTE 4 (FARMINGTON AVE.) FROMSIGNING AND PAVEMENT

MARKING PLAN

11'

11'

11'

11'

11'

11'

11'

11'

SPM 01Model name :

.T

S

NE

DR

AG

11'

ANY

TIME

PARKING

NO

ANY

TIME

PARKING

NO

ONLY

109

31-0222

ONLY

107

31-0222

DO NOT

BLOCK

DRIVEWAY

AVON

PLAINVILLE

HARTFORD FREEDOM TRAIL

102

51-6081

31-0696

).EVA NOTGNIMRAF( 4 ETUOR

ORTHN

10

105

51-6611

51-6616

51-2630L

MUSEUM

HILL - STEAD

CT WOMEN'S HERITAGE TRAIL

ANY

TIME

PARKING

NO

31-0630D

SPEED

LIMIT 31-5504

106

30

STA. 29+95

MATCH TO EXISTING

AND PAVEMENT MARKINGS

LIMITS OF SIGNING

STA. 401+30

MATCH TO EXISTING

PAVEMENT MARKINGS

LIMITS OF SIGNING AND


J. MASSINI

O. FILS/JMF

103

51-5202

51-5202

51-520231-0630D

104

51-6802

51-6803

31-0630D

S

T

SIGNING AND PAVEMENT MARKING NOTES

A

B

SYMBOLS AND LEGENDS

S

T

STA. 30+94STA. 31+84

STA. 34+20

STA. 401+37

A

B

C

D

ONLY

ON REDTURN

NO

TURNNO

RED

ON

SEE TRAFFIC CONTROL SIGNAL PLANS FOR EXACT LOCATION OF SPAN AND MAST ARM MOUNTED SIGNS.

ONLYINSTALL 31- 0138Z ( ) SPAN MTD @ INT. # 51-202.

INSTALL 31-0830 ( ) MAST ARM MTD @ INT. # 51-201.

INSTALL 31-0823 ( ) SPAN MTD. 3 @ INT. # 51-201. 1 @ INT. # 51-202.

INSTALL 31-0135 ( ) SPAN MTD. 3 @ INT. # 51-201, 2 @ INT. # 51-202.

TOWN MAINTAINED 12" CROSSWALK BARS AND DECORATIVE CROSSWALK.

STATE MAINTAINED 12" WHITE CROSSWALK BARS ALONSIDE TOWN MAINTAINED DECORATIVE CROSSWALK.

REPLACE SIGN AT EXISTING LOCATION.

EXISTING SIGN TO BE RELOCATED.

"SPECIAL DETAILS AND TYPICAL PAVEMENT MAKINGS FOR TWO-WAY HIGHWAYS" UNLESS OTHERWISE NOTED ON THE PLANS.

12. PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH DOT STANDARD SHEETS TR-1210-03

BY THE ENGINEER.

MARKINGS. MATCH TO EXISTING MARKINGS AT THE LIMITS OF PAVEMENT MARKINGS OR AS DIRECTED

11. PAVEMENT MARKINGS SHALL BE INSTALLED THROUGHOUT THE PROJECT TO THE LIMITS OF PAVEMENT

SIGNS SYMBOLS ON THE PLANS MAY BE LARGER OR SHOWN OUTSIDE OF THE RIGHTS OF WAY LIMITS.

10. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE INSTALLED WITHIN THE RIGHTS OF WAY LIMITS.

9. EXISTING SIGNS OUTSIDE THE PROJECT LIMITS ARE TO REMAIN UNLESS OTHERWISE NOTED.

SIGN IS INSTALLED.

8. WHEN A SIGN IS TO BE REPLACED, THE EXISTING SIGN SHOULD NOT BE REMOVED UNTIL THE REPLACEMENT

POSTS AND SIGN MOUNTING DETAILS" UNLESS OTHERWISE NOTED ON THE PLANS.

SUPPORT AND SIGN PLACEMENT DETAILS GORE EXIT SIGN" AND TR-1208-02 "METAL SIGN

7. SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH DOT STANDARD SHEETS TR-1208-01 "SIGN

THINNING".

DISTANCE TO SIGNS AND SIGNAL HEADS. THIS WORK SHALL BE PAID FOR UNDER THE ITEM NO. 0952001A "SELECTIVE CLEARING AND

6. THE CONTRACTOR SHALL CLEAR AND TRIM AS DIRECTED BY THE ENGINEER TO PROVIDE ADEQUATE SIGHT

5. EXACT LOCATIONS OF SHEET ALUMINUM SIGNS TO BE VERIFIED BY THE ENGINEER.

"REMOVAL AND RELOCATION OF EXISTING SIGNING".

4. THE PERMANENT REMOVAL AND/OR RELOCATION OF EXISTING SIGNS WILL BE PAID FOR UNDER ITEM NO. 1206023A

ITEM NO.0971001A "MAINTENANCE AND PROTECTION OF TRAFFIC".

OPERATIONS ARE TO BE REINSTALLED ON NEW POSTS. THIS WORK WILL BE PAID FOR UNDER

3. ALL EXISTING SIGNS WITHIN THE PROJECT LIMITS THAT ARE RELOCATED BY CONSTRUCTION

2. EXISTING SIGNS OUTSIDE THE LIMITS OF SIGNING ARE TO REMAIN UNLESS OTHERWISE NOTED ON THE PLANS.

OTHERWISE NOTED ON THE PLANS.

1. ALL EXISTING SIGNS WITHIN THE LIMITS OF SIGNING ARE TO BE REMOVED UNLESS

101

ANY

TIME

PARKING

NO

31-0630D

108

ANY

TIME

PARKING

NO

31-0630D

31-0803

09.1009.10

234.1°

+222.8

3'

+222.8

8'

+225.3

4'

+223.6

7'

+222.7

8'

+222.4

9'

+224.5

4'

+223.8

9'

+224.5

4'

+218.3

0'

+219.4

4'

961+00

108+

00

109+

00

110+

72

960+00

110+

00

35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00

300+

00

301+00

302+87

302+

00

205+00

200+

00

201+

00

202+

00

203+

00

204+

00

206+

00

207+

00

208+

00

+222.8

3'

+222.8

8'

+225.3

4'

+223.6

7'

+222.7

8'

+222.4

9'

+224.5

4'

+223.8

9'

+224.5

4'

+218.3

0'

+219.4

4'

Bit W

alk MBR

#48

SNET

CONC

BIT WALK

CONC W

ALK

BIT WALK

BIT

WALK

Fence

Split R

ail

Bit W

alk

#1015

CL&P

#1016

CL&P

CONC

WALK

BIT

WALK

GG

CONC

WALK

Conc

#4820

HELTCO

Sign

BIT

WALK

#47

SNET

CONC WALK

Sign

#1014

CL&P

Pillar

Stone

Fence

Split Rail

BIT

WALK

Bit Drive

#4948

CL&P

BIT

WALK

Bit Walk

WalkConc

#2140

CL&P

Z

Z

Sign

SNET #2014

4822

EVR

2011

FTR

2012

FTR

4821

EVR

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40'

40 800








7/10/2015

BLOCK:

SIGNATURE/

APPROVED BY:


...\TR_MSH_SPM_051_0260.dgn


Plotted Date:

CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON

CO

OR

DIN

AT

E

GRID

CO

NN

EC

TIC

UT

FARMINGTON

SPM-02

51-260

10-

MP

S

EE

S

KR

AM

HC

TA

M

30-

MP

S

EE

S

KR

AM

HC

TA

M

ROUTE 4 (FARMINGTON AVE.)

RT

E. 1

0

&

U.S. R

TE. 2

02 (

MAI

N

ST.)




SIGINING AND PAVEMENT

MARKING PLANModel name :SPM 02

11' 11'

12'

2'

4'

11'

11'

11'

3'

4'

2'3'

2'

4' 6'

12'

11'

11'2'

6'

241

51-6508

MEMORIAL HIGHWAY

WARREN LANE

LIEUTENANT COLONEL

ASTE OUTHS

10

WEST

44

10

NORTH235

51-6611

51-6616

SPEED

LIMIT 31-5504

237

30

ASTE OUTHS

104

).E

VA

EL

LI

VR

ET

AW(

01

ET

UO

R

10

OUTHS207

51-6613

51-6616

31-0630D

SPEED

LIMIT 31-5504

206

30

ONLYONLY

201

31-0445

203

31-0445

214

31-1627

31-1628

ONLY

212

31-0222

217

51-6508

MEMORIAL HIGHWAY

EVERETT H. KANDARIAN

COLONEL

WEST HARTFORD

HARTFORD

219

51-5202

51-5202

ONLY

222

31-0307

ANY

TIME

PARKING

NO

AVON

PLAINVILLE

UNIONVILLE

ONLY

230

31-0282

228

31-0282

ONLY

204

41-4735

41-6111

229

41-4735

41-6111

1010

SOUTH NORTH

205

51-6892

51-6893

232

31-0802

STOPHERE ON

RED

NO RIGHTTURN

WEST HARTFORD

HARTFORD

H

31-0630D

SPEED

LIMIT 31-5504

218

30

TO

INTERSTATE

84

209

51-6650

51-6662

31-2689R

ASTEORTHN

10

WEST

44

AVON

SIMSBURY

UNIONVILLE

MUSEUM

HILL - STEAD

FREEDOM TRAIL

ONLYONLY

51-2626L 51-2626R

51-6616

51-6614

51-6616

51-6612

51-6616

51-6613

51-2625

51-2626L 51-2626R

51-661651-6616 51-6616

51-6614 51-661251-6611

51-5202

51-5202

51-5202

ANY

TIME

PARKING

NO

ANY

TIME

PARKING

NO

ANY

TIME

PARKING

NO

6

10


HILL - STEAD

MUSEUM

SCENIC

ROADNEXT

CLEARANCE

BRIDGE OVER

RTE 10 SOUTH

LOW

13'-6"

WARNING

1.5 MILES

CLEARANCE

BRIDGE OVER

RTE 10 SOUTH

LOW

13'-6"

WARNING

1.5 MILES

A

Sta. 207+50

Limits of Signing

Sta. 205+00

Match to Existing

Limits of Pavement Markings

Sta. 201+00

Match to Existing


sta. 200+00

limits of Signing

51-2628L

1 MI.

J. MASSINI

O. FILS/JMF

B

208

41-0836

31-0630D

B

31-1178

31-1189

226

51-5202

51-5202

51-5202

51-661651-6616

51-661451-6612

51-6613

51-6616

51-6625

OUTHS

10

ASTE

4

ESTW

4

51-2631R51-2630L

238

41-0836

B

ANY

TIME

PARKING

NO

11'

11'

11'

11'

2' LINES @ 4' SPACINGS

4" WHITE SKIPS LINES

4" YELLOW CENTERLINE

B

B

A

AB

A

B

C

S

S

S

S

STA. 36+00

STA. 37+96

STA. 301+46

STA. 202+80

STA. 204+72

2" LINES @ 4' SPACINGS 4" DOUBLE YELLOW SKIPS LINES

51-2626R

51-6616

51-6613

51-2625

51-6616

51-6612

202

51-2686R

51-678831-0630D

51-5202

51-5202

210

DO NOT

BLOCK

DRIVEWAY

211

31-0803

213

215

31-1178

31-1189

216

31-1120

22031-0630D

ANY

TIME

PARKING

NO

22131-0630D

ANY

TIME

PARKING

NO

22331-0630D

ANY

TIME

PARKING

NO

31-0630D

51-6803

51-6802

224

DO NOT

BLOCK

DRIVEWAY

225

31-0803

22731-0630D

ANY

TIME

PARKING

NO

51-2626L 51-2626R

51-6616

51-6611

51-6616

51-6613

231

233

234

31-1120

236

239

DO NOT

BLOCK

DRIVEWAY

240

51-7853

31-0803

242

ANY

TIME

PARKING

NO

31-0630D

09.1109.11

http://www.SavoyComputing.com

http://www.SavoyComputing.com

#2017

SNET

242.8

LA

NDIN

G

700+

00

701+00

1+00

1+60

101+

00

102+00

103+00

104+

00

500+

00

501+00

502+00

502+82

612+

00

623+

00

624+

00

0+

00

44+00

45+00

46+00

47+00

48+00

49+00

50+00

51+00

52+00

53+00

BIT PARKING

'C' CB

SNET #2024S

CONC

WAL

K

CONC WALK

#2016

SNET

#2017

SNET

#2018

SNET

#2020

SNET

#2021

SNET

MBR

#2023S

SNET

#2025S

SNET

Post

Wood

Post

Wood

SNET #201

9

'C' CB

N/F

Bell MH

Bit Wal

k

'C' CB

CL&P #1139

#2022SSNET

Post

Wood

Post

Wood

BIT PARKING

'C' CB

STRE

AM

SNET #2024S

CONC

WAL

K

CONC WALK

#2016

SNET

#2017

SNET

#2018

SNET

#2020

SNET

#2021

SNET

MBR

#2023S

SNET

#2025S

SNET

Post

Wood

Post

Wood

Endwall

SNET #201

9

'C' CB

N/F

Bell MH

Bit Wal

k

'C' CB

CL&P #1139

#2022SSNET

Post

Wood

Post

Wood

CO

OR

DIN

AT

E

GRID

CO

NN

EC

TIC

UT

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40'

40 800








7/10/2015

BLOCK:

SIGNATURE/

APPROVED BY:


...\TR_MSH_SPM_051_0260.dgnPlotted Date:

CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON

FARMINGTON

SPM-03

51-260

TE

ER

TS

HGI

H

20-

MP

S

EE

S

KR

AM

HC

TA

M

30-

MP

S

EE

S

KR

AM

HC

TA

M



SIGNING AND PAVEMENT

MARKING PLAN


Model name :SPM 03


.D

R

E

GA

KC

AB

6'

2'

11'

11'

11'

12'

2'

6'

2'11'

11'

11'

12'

6'

6'

12'

11'

11'

11'

2'

301

51-6081

31-0696

ONLY

302

31-0307

ONLY

305

31-0283Z

ASTE306

51-6612

51-6616

51-2626L

4

307

41-4043R

315

51-6610

51-6616

JCT

10

ESTW 303

51-6614

51-6616

51-2626R51-7853

4

ONLY

ONLY

314

31-0282

313

31-0282

308

41-4203R

41-4203L

NO THRU

A

11'11'

Sta. 502+10

Match to Existing

Limits of Signing and Pavement Markings

Sta. 103+00

Pavement Markings

Limits of Signing and


HILL - STEAD

MUSEUM

J. MASSINI

O. FILS/JMF

309

41-4203R

41-4203L

310

41-4203R

41-4203L

311

41-4203R

41-4203L

312

41-4203R

41-4203L

D

B

T

T

S

STA. 45+00

STA. 46+10

STA. 500+42

STA. 100+95

AA

304

ANY

TIME

PARKING

NO

31-0630LZ

09.1209.12

255.00

600+

00

601+00

53+00 54+00

55+00

56+0057+00 58+00

59+00

255.00

'C' CB'C' CB

Conc Walk

SNET

#2583SNET

#2584SNET#2586

SNET#202

7SNET

#4619CL&P

'C-L' CB

6" U'drain

#1737SNET

CO

OR

DIN

AT

E

GRID

CO

NN

EC

TIC

UT

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40'

40 800








7/10/2015

BLOCK:

SIGNATURE/

APPROVED BY:


...\TR_MSH_SPM_051_0260.dgnPlotted Date:

CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON

FARMINGTONSPM-04

51-260


.D

R

GNI

RP

S

NI

AT

NU

OM

30-

MP

S

TE

EH

S

EE

S

KR

AM

KC

TA

M

SAFETY & TRAFFIC OPERATION IMPROVEMENTS



SIGNING AND PAVEMENT

MARKING PLANModel name :SPM 04

12'

11'

11'

11'2'

6'

11'

12'

11'

406

41-0836

SPEED

LIMIT 31-5504

404

30

SPEED

LIMIT 31-5504

402

40

401

41-4136

A

Sta. 601+50

Match to Existing

Limits of Signing and Pavement Markings

Sta. 59+25

Limits of Signing

J. MASSINI

O. FILS/JMF

STA. 600+38

4" WHITE LANE LINE (50')

403

41-4085L

Sta. 56+38.43

Match to Existing


405

31-0553

09.1309.13

TURN

NO RIGHT31-1604 OVERHEAD MTD

BACKGROUND - WHITE

CIRCLE & DIAGONAL - RED

LEGEND - BLACK

R3-1

R1 - SERIES R2 - SERIES

R1-1

*

BACKGROUND - RED

R2-1

LEGEND - WHITE

STOP

R1-2

LEGEND - RED

BACKGROUND -WHITE

YIELD

ALL-WAY

R1-3

*

BACKGROUND - RED

LEGEND - WHITE

SPEED

LIMIT

00

31-1603 OVERHEAD MTD

BACKGROUND - WHITE


LEGEND - BLACK

R3-2

TURN

NO LEFT

R3-3

NO

TURNS

R3-4

BACKGROUND - WHITE


LEGEND - BLACK

R3-5

(L) (R)

ONLY ONLY

R3-6

(L) (R)

LEFT LANE

MUST

TURN LEFT TURN RIGHT

MUST

RIGHT LANE

R3-7L R3-7R

R3-48

(L) (R)

ONLY

ONLY ONLY

ONLY ONLY

31-0222 31-0223

ONLY ONLY ONLY

R3 - SERIES

ONLY ONLY

31-0282 31-0283

31-0295 31-0219

ONLY

R3-8b

ONLY ONLY

ONLY

31-0307 31-0372

ONLY

ONLY

31-0370

ONLYONLY

31-0371

LEFT

LANE

MUST

TURN

LEFT RIGHT

TURN

MUST

LANE

RIGHT

R4 - SERIES

DO

NOT

PASS

R4-1

VEHICLES

KEEP

RIGHT

SLOW

TRAFFIC

KEEP

RIGHT

SLOWER

R4-3

R4-7

KEEP

RIGHT

EXCEPT

TO PASS

BACKGROUND - WHITE

LEGEND - WHITE

R5-1

CIRCLE - RED

DO NOT

ENTER

WRONG

WAY

PROHIBITED

COMMERCIAL VEH

TRAILERS

COMBINATION VEH

OVER 7500 LBS

MOPEDS - BICYCLES

VEH. OVER 8' HIGH

PEDESTRIANS

R5-10c

PEDESTRIANS

R5 - SERIES

PEDESTRIANS

MOTOR BIKES

MOTOR SCOOTERS

EMERGENCY

AND

AUTHORIZED

VEHICLES

ONLY

(L)

(R)

R6-1

ONE WAY

ONE WAY

R6 - SERIES R7 - SERIES

LEGEND - WHITE

BACKGROUND - BLUE

(P)

(D)

(R)

(L)

(NO ARROW)VIOLATORS WILL

REQUIRED

PERMIT

PARKING

HANDICAPPED

BACKGROUND - WHITE

(D)

(R) (L)

NO

PARKING

ANY

TIME

R7-1

BACKGROUND - WHITE

(D)

(R) (L)

NO

PARKING

0:00 AM

TO 0:00 PMVARIABLE TIMES

R8 - SERIESR8-7

EMERGENCY

STOPPING

ONLY

R9 - SERIES

PROHIBITED

HITCHHIKING

DO NOT

STOP

R10 - SERIESR10-6

STOP

HERE ON

RED

STOP

HERE ON

RED

31-0801 31-0802

DO NOT

BLOCK

DRIVEWAY

DO NOT

BLOCK

INTERSECTION

NO

TURN

ON RED

OVERHEAD MOUNTED

LEFT

TURN

SIGNAL

R10-10L

R10-11a

NO

TURN

ON

RED

ONLY

RIGHT TURN

ON RED

FROM

RIGHT LANE

R11 - SERIESR11-1

KEEP

OFF

MEDIAN

NOTES:

COLORS:

*

4. POSTS - TYPE A (EXCEPT WHERE NOTED WITH A "B" FOR TYPE B)

SIGNS OF DIFFERENT DIMENSIONS TO BE ERECTED ON THE SAME POSTS, OR SPAN/MAST ARM MOUNTED,

MAY REQUIRE SPECIAL BOLT HOLE PATTERNS.

2. FOR SPECIFIC SIGN DESIGN CONTACT CONN. D.O.T., DIVISION OF TRAFFIC ENGINEERING.

BACKGROUND - WHITE (SILVER) - EXCEPT AS NOTED.

LEGEND - BLACK - EXCEPT AS NOTED.

FOR BOLT HOLE PATTERN REFER TO FHWA PUBLICATION "STANDARD HIGHWAY SIGNS".

FOR METRIC SEE CONVERSION CHART.

LEGEND - RED

LEGEND - RED

LEGEND - WHITE

BACKGROUND - RED

4.00

9.00

36X36

24X24

31-0823

31-0816

2

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

5.00

7.50

30X36

24X30

31-0842

31-0852

1

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

7.50

12.00

36X48

30X36

31-0830

31-0819

2

1

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

6.00

24X36

1

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

27.50

66X60

31-1733

.125

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

2B

5.00

12.00

36X48

24X30

31-0803

31-0804

2

1

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

5.00

12.00

36X48

24X30

31-0806

31-0807

2

1

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

12.00

48X36

31-0670

2

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

2.00

12X24

31-0629

1

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

1.50

12X18

31-0630

1

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

1.50

12X18

31-0603

1

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

3.00

3.00

6.75

6.75 54X18

54X18

36X12

36X12

2

2

1

1 .080

.080

.100

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

31-1188L

31-1177R

31-1189L

31-1178R

9.00

36X36

31-1775

2

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

6.25

9.00

16.00

48X48

36X36

30X30

2

2

1 .080

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

31-1119

31-1120

31-1121

6.00

8.75

42X30

36X24

2

2 .080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

31-1122

31-1123

2.00

24X12

31-1774

1

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

5.00

24X30

31-1502

1

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

10.00

48X30

31-0302

2

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

10.00

48X30

2

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

8.75

42X30

31-0334

2

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

8.75

42X30

2

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

7.50

36X30

2

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

4.00

6.25

7.50 30X36

30X30

24X24

31-0125

31-0165

31-0175 1

1

1

.080

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

7.50

36X30

2

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

5.00

30X24

31-0290

1

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

6.25

30X30

1

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

8.75

42X30

31-0279

2

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

4.00

4.00

7.50

7.50 30X36

30X36

24X24

24X24

1

1

1

1 .080

.080

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

31-0135L

31-0138R

31-0183L

31-0184R

4.00

5.00

9.00

7.50 36X30

36X36

30X24

24X24 31-1604

31-1618

31-1627

31-1628

2

.080

.080

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

6.25 30X30 31-1617 1 .080

4.00

5.00

9.00

7.50 36X30

36X36

30X24

24X24 31-1603

31-1620

31-1629

31-1630

2

.080

.080

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

6.25 30X30 31-1619 1 .080

7.50

7.50

30X36

30X36

1

1

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

31-0157L

31-0158R

6.25

6.25

9.00

9.00 36X36

36X36

30X30

30X30

2

2

1

1 .080

.080

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

31-0117L

31-0118R

31-0120L

31-0123R

4.00

9.00

36X36

24X24

31-1648

31-1647

2

1

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

4.00

9.00

36X36

24X24

31-1622

31-1632

2

1

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

6.25

6.25

30X30

30X30

1

1

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

31-0262L

31-0261R

3.31

5.19

7.98

13.3 48

36

30

24 31-0536

31-0552

31-0553

31-0557 2

1

1

1 .080

.080

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

3.90

6.77

10.83 60

48

36

31-0523

31-0522

31-0528

.080

.100

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

1

2B

2B

0.75

18X6

31-0508

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

BE FINED MIN $150

*

*

*


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.

Filename:CTDOT_TRAFFIC_GS.dgn



T

UCITCENNO

C

NO

IT

AT

RO

PS

NART FO

T

NE

MT

RA

PE

D

Plotted: 7/1/2015

BLOCK:

SIGNATURE/

DATE: APPROVED BY:


X

REVISION DESCRIPTIONDATEREV.

12''

18''

24''

30''

36''

42''

48''

54''

60''

66''

72''

78''

90''

84''

300

450

600

750

900

1050

1200

1350

1500

1650

1800

1950

2100

2250

2400

METRIC CONVERSION CHART (1'' = 25mm)

ENGLISH METRIC ENGLISH METRIC ENGLISH METRIC

DESIGNER/DRAFTER:

CHECKED BY:

96''

CADD

DI

VISIO

NO

TF

RAFFIENG

I

C

N

EERIN

G

1

2

3

D. K. SWINBURNE

L.N. CONROY

SIGN FACE SHEET ALUMINUM

R-SERIES SIGNS TYPICAL DETAILS1-2010 REVISED SHEETING FROM TYPE I TO III.

6-2010 INCLUDED SIGNS TO MEET 2009 MUTCD REQUIREMENTS.

6-2012 REVISED NOTE #1 TO REFERENCE "O.S.T.A."

1. THE LEGEND "O.S.T.A." SHALL APPEAR ON ALL R- SERIES SIGNS EXCEPT WHEN SUFFIXED WITH THE LETTER "Z".

NO

NO

BICYCLES

5.00

30X24

1

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

31-1702

NO

CROSSING

PEDESTRIAN

1.00

2.00

2.67

4X96

4X72

4X36

1

1

1 .080

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

31-5003

31-5004

31-5005

RETROREFLECTIVESTRIP

BACKGROUND - RED

LEGEND - N/A

*

R10-7R7-2a

R10-11b

3. POSTS - SEE STANDARD SHEET TR-1208_02 - "METAL SIGN POSTS AND SIGN MOUNTING DETAILS."

5. SIGNS SHALL BE FABRICATED OF ONE CONTINUOUS PIECE OF SHEET ALUMINUM.

SPLICING OF SHEET ALUMINUM WILL NOT BE ACCEPTED.

ALL SIGNS TO USE TYPE IV RETROREFLECTIVE SHEETING EXCEPT AS NOTED BY *.

SIGNS TO USE TYPE IX RETROREFLECTIVE SHEETING.

4 5-2015 UPDATED PER MUTCD AND FORM 816 JAN 2015 REVISION.

27.00

54X72

31-1719

2B

.125

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

R5-1a

5.00

7.50

12.00

20.00 48X60

36X48

30X36

24X30 31-5505

31-5504

31-5506

31-5507 2B

2

1

1 .080

.080

.100

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

20.00

20.00

48X60

48X60

2B

2B

.100

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

31-0121L

31-0122R

20.00

48X60

31-1504

2B

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

20.00

48X60

31-1574

2B

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

5.00

20.00

48X60

24X30

31-1562

31-1564

2B

1

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

5.00

12.00

20.00 48X60

36X48

24X30

31-1526

31-1536

31-1546 2B

2

1

.080

.100

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

5.00

20.00

48X60

24X30

31-1790

31-1792

2B

1

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

5.00

20.00

48X60

24X30

31-1915

31-1918

2B

1

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

7.50

20.00

48X60

30X36

31-0847

31-0849

2B

1

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

6. FOR OVERHEAD MOUNTED SIGNS, SEE STANDARD SHEET TR-1114_01 - "BONDING AND UTILITY POLE ATTACHMENT

DETAILS, SIGN HANGER, "Y" CLAMP DETAIL."

TR-GS_01

5 6-2015 REVISED DRAWING NO. SAFETY & TRAFFIC OPERATIONAL IMPROVEMENTS


FARMINGTON 051-260

THIS PROJECT ONLY.

THIS SIGN ADDED FOR

1.00

4.00

6.25 30X30

24X24

12X12 31-0695

31-0696

31-0686 1

1

1 .080

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

panelSizes:UMIN.:12x12,USTD.:12x12,RMIN.:24x24,RSTD.:24x24,EXP.:36x36,FWY.:48x48

4.00

24X24

31-1701

1

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

GARDEN ST. TO MOUNTAIN SPRING RD. 09.1409.14


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




T

UCITCENNO

C

NO

IT

AT

RO

PS

NART FO

T

NE

MT

RA

PE

D

Plotted: 7/1/2015

BLOCK:

SIGNATURE/

DATE: APPROVED BY:


Y


12''

18''

24''

30''

36''

42''

48''

54''

60''

66''

72''

78''

90''

84''

300

450

600

750

900

1050

1200

1350

1500

1650

1800

1950

2100

2250

2400



DESIGNER/DRAFTER:

CHECKED BY:

96''

CADD

DI

VISIO

NO

TF

RAFFIENG

I

C

N

EERIN

G

1

SIGN FACE SHEET ALUMINUM

S&W SERIES SIGNS TYPICAL DETAILS1-2010 REVISED SHEETING FROM TYPE I TO III.

11-2013 UPDATED PER MUTCD.

D.K. SWINBURNE

L.N. CONROY


* *

NOTES:

COLORS:

W1 - SERIES

W1-1L W1-1R

W1-6 W1-7

W1-8

(LEFT OR RIGHT)

(LEFT OR RIGHT)

W2 - SERIES

W2-1

W2-2

(LEFT OR RIGHT)

OCTAGON - RED

TRIANGLE - RED & WHITE

BOTTOM CIRCLE - GREEN

W3-3

SYMBOL & LEGEND - BLACK

BACKGROUND - YELLOW

TOP CIRCLE - RED

W/ FLASHERS

WHEN

FLASHING

STOP

AHEAD

S - SERIES W4 - SERIES W5 - SERIES

W5-1

W6 - SERIES W7 - SERIES

W6-1 W6-2

W6-3

W7-1

W9 - SERIES

W9-1

(L) (R)

LEFTLANE

ENDS ENDS

LANE

RIGHT

W9-2

(L) (R)

LANE ENDS

MERGE

RIGHT

LANE ENDS

MERGE

LEFT

W10 - SERIES

W10-1 W11-2

W11 - SERIES

W11-8

W12 - SERIES

W12-1

W12-2

(SUBPLATE)

W13 - SERIESW13-1

W13-2

W13-3

ROAD

NARROWS

SLOW

VEHICLE

LANE ENDS

LANE

RIGHT

LANE

LEFT

M.P.H.

00

M.P.H.

00

M.P.H.

00

EXIT

RAMP

000

R R

W16 - SERIES

W2-4

W3-2

W3-1

W1-2

W1-10

6.25

9.00

16.00 48

36

30

41-4006

41-4031

41-4056 2

1

1

.080

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

6.25

9.00

16.00 48

36

30

41-4005

41-4160

41-4055 2

1

1

.080

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

6.25

9.00

16.00 48

36

30

41-4028

41-4084

41-4068 2

1

1

.080

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

6.25

9.00

16.00 48

36

30

41-4027

41-4083

41-4067 2

1

1

.080

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

8.00

12.50

60X30

48X24

41-4222

41-4224

2

2

.100

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

8.00

12.50

60X30

48X24

41-4207

41-4208

2

2

.100

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

3.00

5.00

7.50

12.00 36X48

30X36

24X30

18X24 41-4250

41-4203

41-4204

41-4251 2

1

1

1 .080

.080

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

6.25

9.00

16.00 48

36

30

41-4226

41-4236

41-4246 2

1

1

.080

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

6.25

9.00

16.00 48

36

30

41-0501

41-0502

41-0503 2

1

1

.080

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

6.25

9.00

16.00 48

36

30

41-4225

41-4235

41-4245 2

1

1

.080

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

6.25

9.00

16.00 48

36

30

41-0504

41-0505

41-0506 2

2

1

.080

.100

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

6.25

9.00

16.00 48

36

30

41-4217

41-4255

41-4247 2

1

1

.080

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

25.00

60

41-0534

.125

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

2B

9.00

16.00

48

36

41-4335

41-4330

2

1

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

9.00

16.00

48

36

41-4402

41-4404

2

1

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

9.00

16.00 48

36

41-4329

41-4331 2

1

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

6.25

9.00

16.00 48

36

30

41-4506

41-4530

41-4508 2

1

1

.080

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

9.00

9.00

16.00

16.00 48

48

36

36

2

2

1

1 .080

.080

.100

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

41-4443L

41-4440R

41-4444L

41-4445R

9.00

9.00

16.00

16.00 48

48

36

36

2

2

1

1 .080

.080

.100

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

41-4454L

41-4453R

41-4456L

41-4455R

6.25

9.00

16.00 48

36

30

41-4810

41-4811

41-4812 2

1

1

.080

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

7.07

36

41-2201

1

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

6.25

9.00

16.00 48

36

30

41-4680

41-4681

41-4692 2

1

1

.080

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

6.25

9.00

16.00 48

36

30

41-4213

41-4215

41-4214 2

1

1

.080

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

9.00

16.00 48

36

41-4706

41-4708 2

1

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

2.25

4.00

6.25

16.00 48X48

30X30

24X24

18X18 41-5568

41-5569

41-5573

41-5572

.080

.080

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

20.00

48X60

41-5598

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

2B

LANE

RIGHT

W3 - SERIES

W2-3

(L) (R)

6.25

6.25

9.00

9.00 36

36

30

30

1

1

1

1 .080

.080

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

41-4220L

41-4219R

41-4253L

41-4252R

16.00 48 2 .10041-4243R

16.00 48 2 .10041-4244L

S1-1

6.75

12.00

48

36

41-2112

41-2113

2

1

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

AHEAD

2.00

3.75

6.00

12.00 48X36

36X24

30X18

24X12 41-6126

41-6137

41-6138

41-6139

.080

.080

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

W16-9P

LEGEND - BLACK

YELLOW GREEN

BACKGROUND - FLUORESCENT

W1-2

W1-8

(LEFT OR RIGHT)

LEGEND - BLACK

BACKGROUND - FLUORESCENT YELLOW

*

6.25

9.00

16.00

25.00 60

48

36

30 41-0835

41-0836

41-0848

41-0860 2B

2

1

1 .080

.080

.100

.125

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

5.00

7.50

30X36

24X30

41-4210

41-4211

1

1

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

SIGNS TO USE TYPE IX RETROREFLECTIVE SHEETING.

ALL SIGNS TO USE TYPE IV RETROREFLECTIVE SHEETING EXCEPT AS NOTED BY *.

LEGEND - BLACK - EXCEPT AS NOTED.

BACKGROUND - YELLOW - EXCEPT AS NOTED.

*

LEGEND - BLACK

YELLOW GREEN


(L) (R)

9.00

9.00

16.00

16.00 48

48

36

36 41-4141L

41-4140R

41-4062L

41-4061R 2

2

1

1 .080

.080

.100

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

(L) (R)

9.0

9.0

16.00

16.00 48

48

36

36 41-4139L

41-4140R

41-4088L

41-4087R 2

2

1

1 .080

.080

.100

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

(L) (R)

9.00

9.00

16.00

16.00 48

48

36

36 41-4128L

41-4127R

41-4058L

41-4057R 2

2

1

1 .080

.080

.100

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

(L) (R)

9.00

9.00

16.00

16.00 48

48

36

36 41-4085L

41-4043R

41-4090L

41-4089R 2

2

1

1 .080

.080

.100

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

W4-1

W4-2

W4-3

(L) (R)

(L) (R)

(L) (R)

9.00

9.00

16.00

16.00 48

48

36

36 41-4448L

41-4449R

41-4452L

41-4459R 2

2

1

1 .080

.080

.100

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

9.00

9.00

16.00

16.00 48

48

36

36 41-4442L

41-4441R

41-4446L

41-4447R 2

2

1

1 .080

.080

.100

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

9.00

9.00

16.00

16.00 48

48

36

36 41-4468L

41-4470R

41-4435L

41-4434R 2

2

1

1 .080

.080

.100

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

W8 - SERIES

W8-5

6.25

9.00

16.00 48

36

30

41-4519

41-4520

41-4521 2

1

1

.080

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

(L) (R)

7.50

7.50

36X30

36X30 41-4729L

41-4728R

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

2.00

3.75

7.00

42X24

30X18

24X12 41-6130

41-6132

41-6134

.080

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

2.00

3.75

30X18

24X12

41-2607

41-2608

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

2.00

3.75

30X18

24X12

41-2609

41-2610

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

2.00

3.75

30X18

24X12

41-2619

41-2620

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

(SUBPLATE)

USE AT ADVANCE SIGN LOCATION

41-6134

41-6132

41-6130

0000 FT

000 FT

000 FT

W16-2aP W16-7PL W16-7PR

AHEAD

2.00

3.75

6.00

12.00 48X36

36X24

30X18

24X12 41-6125

41-6112

41-6116

41-6115

.080

.080

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

W16-9P

41-6132

41-6130

000 FT

000 FT

W16-2aP

(SUBPLATE)


LEGEND - BLACK

YELLOW GREEN

BACKGROUND - FLUORESCENT LEGEND - BLACK

YELLOW GREEN


W16-7PL W16-7PR

LEGEND - BLACK

YELLOW GREEN


2.00

3.75

30X18

24X12 41-6140

41-6142

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

2.00

3.75

30X18

24X12

41-2617

41-2618

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

USE WITH W11-2 AT CROSSWALK

(SUBPLATE)

USE WITH W11-2 AT CROSSWALK

(SUBPLATE)

USE WITH S1-1 AT CROSSWALK

(SUBPLATE)

USE WITH S1-1 AT CROSSWALK

(SUBPLATE)




2. POSTS - SEE STANDARD SHEET TR-1208_02 "METAL SIGN POSTS AND SIGN MOUNTING DETAILS."

MOUNTED, MAY REQUIRE SPECIAL BOLT HOLE PATTERNS.

SIGNS OF DIFFERENT DIMENSIONS TO BE ERECTED ON THE SAME POSTS, OR SPAN/MAST ARM




(SUBPLATE)


(SUBPLATE)


2

*

* *

22.00

66X48

41-1510

2B

.125

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

20.00

48X60

41-5596

2B

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

TR-GS_024 6-2015 REVISED DRAWING NO.



FARMINGTON 051-260

THIS PROJECT ONLY.

THIS SIGN ADDED FOR

0 MILES

2.08

30X10

41-6111

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

2

WARNING

CLEARANCE

12.0

36X48

41-4735

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

2

BRIDGE OVER

RTE 10 SOUTH

LOW

13'-6"

GARDEN ST. TO MOUNTAIN SPRING RD. 09.1509.15

D1 - SERIES

(

Connecticut

VARIABLE LEGEND & ARROW DIRECTION

51-5202

51-5203

D1-1

D9 - SERIES

D9-2

USE M5 & M6 SERIES

D9-3a

** FOR ARROW SUBPLATES

USE M5 & M6 SERIES

** FOR ARROW SUBPLATES

51-6705

VARIABLE ARROW DIRECTION

51-6706

51-6707

51-6708

51-6709

DIESEL

FOOD

PHONE

GAS

LODGING

D10 - SERIES

BACKGROUND - BLUE

LEGEND - WHITE

AREA

REST

RECREATIONAL

RS-054

51-270651-2705

L or R

51-6802

51-6803

D-7

W or W/O ARROW


0

.0

0

0

.0

N N

00

CARDINAL DIRECTION VARIABLE - N, S, E, W

E5 - SERIES

E5-1a

EXIT EXIT

(L) (R)

I - SERIES

River

(Variable)

INCORPORATED (DATE)OR SETTLED

(Town Name)

TOWN LINE

VARIABLE: TOWN / CITY

VARIABLE: RIVER, BROOK, CREEK

M1 - SERIESM1-1

LEGEND - WHITE

BACKGROUND - RED & BLUE

CONNECTICUT

INTERSTATE

00

M1-4

LEGEND - BLACK

BACKGROUND - WHITE

00

M1-5

LEGEND - BLACK

BACKGROUND - WHITE

00

M2 - SERIESM2-1

JCT

M3 - SERIES

M3-1

M3-2

NORTH

EAST

SOUTH

M3-3

W EST

M3-4

M4 - SERIESM4-5

TO

M5 - SERIES

M5-1

L or R

M5-2

L or R

M6 - SERIES

M6-1

M6-2

M6-4

L or R

L or R

M6-3

SYMBOL - WHITE

BACKGROUND - BLUE

51-6504

51-6505

NOTES:

COLORS:


SIGNS OF DIFFERENT DIMENSIONS TO BE ERECTED ON THE SAME POSTS, OR SPAN/MAST ARM MOUNTED,

MAY REQUIRE SPECIAL BOLT HOLE PATTERNS.






I - SERIES

(EXCEPT AS NOTED)

M2 - M6 SERIES

E - SERIES

ALL OTHER D-SERIES AS NOTED

D - SERIES

BACKGROUND-GREEN, LEGEND-WHITE

BACKGROUND-GREEN, LEGEND-WHITE

D5 - SERIES

E5-1a

00

EXIT EXIT

00

(L) (R)

15.00

60X36

51-5937

2

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

4.50

36X18

51-6037

1

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

PARK AT YOUR OWN RISK

REMOVE KEYS AND LOCK CAR

NOT RESPONSIBLE FOR

PROPERTY LOST OR STOLEN

AREA PATROLLED

THIS PARKING

NOTICE

4.00

5.00

6.00

7.00 84X12

72X12

60X12

48X12 51-2010

51-2011

51-2012

51-2013 2

2

2

2 .100

.100

.125

.125

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

D3 - SERIES

4.00

6.25

30X30

24X24 51-1448

51-1445

1

1 .080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

10.00

48X30

51-2040

2

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

4.17

8.33

60X24

60X12

51-5202

51-5203

2

2

.100

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

D1-2

4.00

24X24

51-6788

1

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

42.25

78X78

51-6901

.125

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

2B

4.00

24X24

51-6762

1

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

2.25

36X9

1

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

4.00

24X24

51-6873

1

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

3.00

4.00

5.00

12X60

12X48

12X36 51-5103

51-5104

51-5105

1

1

1 .080

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

2.19

2.19

21X15

21X15

51-2705

51-2706

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

4.17

8.33

60X20

60X10

51-6802

51-6803

2

2

.100

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

30.00

72X60

.125

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

(L or R)

51-6150

2B

32.50

32.50

.125

.125

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

(L or R)

51-6124R

51-6125L

2B

2B

78X60

78X60

4.50

12.00

48X36

36X18

51-2007

51-2051

2

2

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

7.50

40X27

51-2020

2

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

2.19

2.19

21X15

21X15

51-6640

51-6610

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #COLOR ALUM.

THK.

(1)

(2)

3.20

3.99

7.20

8.99 45X36

36X36

30X24

24X24 51-6662

51-6663

51-6666

51-6667 2

2

1

1 .080

.080

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

4.00

5.00

9.00

11.25 45X36

36X36

30X24

24X24 51-6615

51-6644

51-6635

51-6645 2

2

1

1 .080

.080

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

4.00

5.00

9.00

11.25 45X36

36X36

30X24

24X24 51-6616

51-6647

51-6636

51-6646 2

2

1

1 .080

.080

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

2.00

2.00

4.50

4.50 30X18

30X18

24X12

24X12 51-6654

51-6614

51-6658

51-6628

.080

.080

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #COLOR ALUM.

THK.

(1)

(2)

(1)

(2)

2.00

2.00

4.50

4.50 30X18

30X18

24X12

24X12 51-6651

51-6611

51-6655

51-6625

.080

.080

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #COLOR ALUM.

THK.

(1)

(2)

(1)

(2)

2.00

2.00

4.50

4.50 30X18

30X18

24X12

24X12 51-6652

51-6612

51-6656

51-6626

.080

.080

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #COLOR ALUM.

THK.

(1)

(2)

(1)

(2)

2.00

2.00

4.50

4.50 30X18

30X18

24X12

24X12 51-6653

51-6613

51-6657

51-6627

.080

.080

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #COLOR ALUM.

THK.

(1)

(2)

(1)

(2)

2.00

2.00

24X12

24X12

51-6650

51-6620

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #COLOR ALUM.

THK.

(1)

(2)

2.19

2.19

2.19

2.19 21X15

21X15

21X15

21X15 .080

.080

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #COLOR ALUM.

THK.

(1)

(1)

(2)

(2)

51-2690L

51-2691R

51-2630L

51-2631R

2.19

2.19

2.19

2.19 21X15

21X15

21X15

21X15 .080

.080

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #COLOR ALUM.

THK.

(1)

(1)

(2)

(2)

51-2692L

51-2693R

51-2632L

51-2633R

2.19

2.19

21X15

21X15

51-2686

51-2626

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #COLOR ALUM.

THK.

(1)

(2)

2.19

2.19

21X15

21X15

51-2697

51-2627

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #COLOR ALUM.

THK.

(1)

(2)

2.19

2.19

2.19

2.19 21X15

21X15

21X15

21X15 .080

.080

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #COLOR ALUM.

THK.

(1)

(1)

(2)

(2)

4.89 32X22 .080(2)

51-2688L

51-2689R

51-2628L

51-2629R

51-2609R

2.19

2.19

21X15

21X15

51-2685

51-2625

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #COLOR ALUM.

THK.

(1)

(2)

0.75

1.50

18X12

18X6

51-6504

51-6505

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

3.00

18X24

51-5943

1

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

D5-2b

FOR USE AT "NO NUMBERED" EXITS

LEGEND - WHITE

BACKGROUND - BLUE

TO BE SUBMOUNTED W/ 51-5943

BACKGROUND - WHITE

LEGEND - BLACK

BACKGROUND - WHITE

LEGEND - BLACK

BACKGROUND - BLUE

LEGEND - WHITE

39.00

72X78

51-6158

.125

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

2B

(1) BACKGROUND-BLUE, LEGEND-WHITE

(2) BACKGROUND-WHITE, LEGEND-BLACK

RS- SERIESD7 - SERIES

D7, RS BACKGROUND-BROWN, LEGEND-WHITE

D1, 2, 3, 4, 10 BACKGROUND-GREEN, LEGEND-WHITE

D9 BACKGROUND-BLUE, LEGEND-WHITE

.0

N

0

6.75

18X54

51-5307

1

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

SHIELD AND NUMERALS ARE VARIABLECARDINAL DIRECTION,


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




T

UCITCENNO

C

NO

IT

AT

RO

PS

NART FO

T

NE

MT

RA

PE

D

Plotted: 7/1/2015

BLOCK:

SIGNATURE/

DATE: APPROVED BY:


Z


12''

18''

24''

30''

36''

42''

48''

54''

60''

66''

72''

78''

90''

84''

300

450

600

750

900

1050

1200

1350

1500

1650

1800

1950

2100

2250

2400



DESIGNER/DRAFTER:

CHECKED BY:

96''

CADD

DI

VISIO

NO

TF

RAFFIENG

I

C

N

EERIN

G

1

D.K. SWINBURNE

L.N. CONROY

SIGN FACE SHEET ALUMINUM1-2010 REVISED SHEETING FROM TYPE I TO III.


ALL COLORS SHALL BE TYPE IV RETROREFLECTIVE WITH THE EXCEPTION OF BLACK WHICH SHALL BE OPAQUE.

2. POSTS - SEE STANDARD SHEET TR-1208_02 - "METAL SIGN POSTS AND SIGN MOUNTING DETAILS."

D4 - SERIES

5.00

7.50

12.00

36X48

30X36

24X30 51-6006

51-6007

51-6008

2

1

1 .080

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

5.00

7.50

12.00

36X48

30X36

24X30 51-6033

51-6034

51-6035

2

1

1 .080

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

5.00

7.50

12.00

36X48

30X36

24X30 51-6044

51-6045

51-6046

2

1

1 .080

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

RIDE

PARK -

RIDE

PARK -

RIDE

PARK -

D4-2

D4-2

D4-2

SERVICE

PLAZA

Variable

Variable

Variable

Variable

Variable

Variable

Variable Road Name

D3-1

6.00

7.50

9.00

10.50 84X18

72X18

60X18

48X18 51-2004

51-2001

51-2002

51-2003 2

2

2

2 .100

.100

.125

.125

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

Variable Road Name

D3-1

D10-4

RS-117

4.00

24X24

51-7872

1

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

E5-1a

EXIT

(L) (R)

45.00

45.00

.125

.125

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

(L or R)

51-6126R

51-6127L

2B

2B

108X60

108X60

E5-1a

(L) (R)

57.50

57.50

.125

.125

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

(L or R)

51-6128R

51-6129L

2B

2B

138X60

138X60

I-3

I-7

Variable

Variable

Variable

MANAGEMENTINCIDENT




00 B

EXIT

00 B

EXIT

00A-B

EXIT

00A-B

(Name)

CONNECTICUT

INTERSTATE

000

000

000

51-6662

51-6666

51-6663

51-6667

51-6615

51-6635

51-6644

51-6645

51-6616

51-6636

51-6647

51-6646

TR-GS_03

1 or 2 DIGITS

VARIABLE:

3 DIGITS

VARIABLE:

1 or 2 DIGITS

VARIABLE:

3 DIGITS

VARIABLE:

1 or 2 DIGITS

VARIABLE:

3 DIGITS

VARIABLE:

D,RS,E,I,&M SERIES SIGNS TYPICAL DETAILS

3 6-2015 REVISED DRAWING TITLE AND NO.



FARMINGTON 051-260

THIS PROJECT ONLY.

THIS SIGN ADDED FOR

12.5

60X30

51-6508

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

2

4.00

6.25

30X30

24X24 51-6081

51-6091

1

1 .080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

4.00

24X24

51-7853

1

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.


HILL - STEAD

MUSEUM

VARIABLE ARROW (L or R)

8.75

42X30

51-6892

1

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

2.50

24X15

51-6893

1

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #POSTS ALUM.

THK.

SCENIC

ROAD NEXT

0.0 MI.

LEGEND-WHITE

BACKGROUND-BLUE

LEGEND-WHITE

BACKGROUND-BLUE


MEMORIAL HIGHWAY

VARIABLE

09.1609.16

– For Internal CTDOT Use Only Discipline Subset Submittal Checklist

The following check list shall be checked and attached to each discipline subset *

prior to being digitally signed.

Check Task Section in DPD Manual

1. Attach this checklist to the discipline subset. Section 3.1

2. Complete the following tasks using Bluebeam on

the discipline subset?

a. Apply Page Labels Section 1.6.2

b. Apply Sheet Numbers Section 1.6.2

c. Apply Watermark Section 2.4

d. Flatten Markups Section 2.4

e. Digital Signature Field Section 2.5.1

3. Type name and telephone number below. 4. Consultants using Thin Client Only

Engineer of Record digitally sign the plans.

5. Upload, if not in Projectwise already, the

discipline subset into the 100_Contract_Plans folder in Projectwise and attribute the document

correctly?

Section 3.2.4

a. Discipline = CT

b. Main Category = CON

c. Sub Category = FDP, DCD, DCD2,

ADP, ACD, DCO where applicable d. Label = subset number and name.

Example of highways subset would be 03-Highways.

The label for a subset shall be the

same for both FDP and DCD submittals.

Addendum submittals shall match FDP submittals with the addition of “_A#”.

Change Order Submittals shall match FDP submittals with the addition of “_C#”. e. Description field is filled in with

a description of the subset. f. The applicable bridge no.(s) or signal

intersection(s) were selected that is/are associated with this subset.

6.CTDOT Engineers or Consultants Using Thick Client Forward link to Engineer of Record for Digital Signature

7. Apply the QA/QC stamp after the discipline subset has been digitally signed.

Section 3.1

I have performed and checked that all the tasks above were performed correctly.

Submitted By (Type in Name) Phone Number (Type in Phone Number)

* Discipline subset includes the General subset and all other discipline subsets. The 02Revisions does not needa checklist attached. The standard subsets already have a checklist attached to the index sheets.

http://www.ct.gov/dot/lib/dot/documents/aec/Digital_Project_Development.pdf#page=55








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