0138-0252_03_Highway.pdf

WASTE STOCKPILE AREA DETAILEC-01PERMANENT ACCESS ROAD CROSS SECTIONSXSC-02

CONSTRUCTION SIGN SUPPORTS AND CHANNELIZING DEVICESTR_GS-02PERMANENT ACCESS ROAD CROSS SECTIONSXSC-01

SIGNS FOR CONSTRUCTION AND PERMIT OPERATIONSTR_GS-01STAGING AREA ALTERNATIVESHWY-08

PERMANENT ACCESS ROAD CROSS SECTIONSXSC-09PERMANENT STONE CHECK DAM DETAILSHWY-07

PERMANENT ACCESS ROAD CROSS SECTIONSXSC-08MISCELLANEOUS DETAILSHWY-06

PERMANENT ACCESS ROAD CROSS SECTIONSXSC-07PERMANENT ACCESS ROAD PROFILEHWY-05

PERMANENT ACCESS ROAD CROSS SECTIONSXSC-06PERMANENT ACCESS ROAD PLANHWY-04

PERMANENT ACCESS ROAD CROSS SECTIONSXSC-05TYPICAL SECTIONSHWY-03

PERMANENT ACCESS ROAD CROSS SECTIONSXSC-04EXISTING CONDITIONS PLANHWY-02

PERMANENT ACCESS ROAD CROSS SECTIONSXSC-03HIGHWAY INDEX OF DRAWINGSHWY-01

DRAWING TITLEDRAWING NUMBERDRAWING TITLEDRAWING NUMBER

INDEX OF DRAWINGS

03 - HIGHWAY

DESIGNED BY:

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/8/2026

SIGNATURE BLOCK: DRAWING TITLE:

HWY-01

TOWN(S):

STRATFORD

15 OVER FREEMAN BROOK

REHABILITATION OF BRIDGE NO. 02150; CARRYING ROUTE

PLOTTED DATE:

V:\Projects\ANY\K6\070461.000\16_Custom_Client\CT Connect\Highways\Contract_Plans\HW_CP_0138_0252_Subset_Cover_Sheet.dgn FILE NAME: 8646 LASTED SAVED BY:

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0138-0252

DESIGNER/DRAFTER: CHECKED BY:

HIGHWAY INDEX OF DRAWINGS

TRANSPORTATION

DEPARTMENT OF

CONNECTICUT

EPD JPP

Associates, LLP

Clough, Harbour &

Rocky Hill, CT 06067

400 Capital Boulevard, Suite 301

K: :

Clough, Harbour & Associates, LLP 400 Capital Boulevard, Suite 301 Rocky Hill, CT 06067

03.01

TA

NGLE

W

OOD ROAD

(2011)

C O

O R

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IN

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E C

T

IC

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PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/8/2026

SIGNATURE BLOCK: DRAWING TITLE:

HWY-02

REHABILITATION OF BRIDGE NO. 02150; CARRYING ROUTE

PLOTTED DATE:

V:\Projects\ANY\K6\070461.000\16_Custom_Client\CT Connect\Highways\Contract_Plans\HW_CP_0138_0252_Existing_Conditions.dgn FILE NAME: 8646 LASTED SAVED BY:

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EXISTING CONDITIONS PLAN

TRANSPORTATION

OHW

MI

LFO

RDTO

N.B

.ROUTE

S.B

.ROUTE

TRUMBULLTO

ROUTE 15 EXIT 36 O

FF RAMP

WOOD B

EAM

RAIL

SO

LID

W

HIT

E

CONC.

PAVEMENT

DASH

ED W

HIT

E

SO

LID

YELL

OW

WOOD B

EAM

RAIL

CONC.

PAVEMENT

CONC.

C

URB

CONC.

C

URB

SO

LID

YELL

OW

DASH

ED W

HIT

E

SO

LID

W

HIT

E

WOOD B

EAM

RAIL

CONC.

C

URB

SO

LID

YELL

OWDASH

ED W

HIT

E

SO

LID

W

HIT

E

CONC.

C

URB

WOOD B

EAM

RAIL

CONC.

C

URB

SO

LID

YELL

OW

DASH

ED W

HIT

E

SO

LID

WHIT

E

CONC.

CURB

WOOD B

EAM

RAIL

DASH

ED W

HIT

E

SO

LID

W

HIT

E

SOLID

WHITE

DASH

ED W

HIT

E

SOLID W

HITE

SOLID YELLOW

SOLID W

HITE

WOOD B

EAM R

AIL

WOOD BEAM RAIL

CONC. CURB

CONC. CURB

E. BIT

E.

BIT

CHANNEL

BIT D

RAIN

AGE

SOLID YELLOW

CONC. CURB

CONC. CURB

WOOD BEAM RAIL

SOLID WHITE

CONC.

C

URB

E.

BIT

CONC.

PAVEMENT

CONC.

PAVEMENT

WOOD B

EAM

RAIL

WOOD B

EAM

RAIL

SO

LID

W

HIT

E

SO

LID

YELL

OW

DASH

ED W

HIT

E

DASH

ED W

HIT

E

DASH

ED W

HIT

E

SO

LID

YELL

OW

DASH

ED W

HIT

E

SO

LID

W

HIT

E

N.B

.ROUTE

S.B

.ROUTE

FL=113.07

FL=134.26

BT=145.54

FL=147.14

TF=151.14

"C"CB BT=144.27

FL=147.07 (S)

FL=146.47 (N)

TF=150.47

"C"CB

BT=144.92

FL=146.52 (S)

FL=146.92 (N)

TF=150.32

"C"CB

BT=144.98

FL=147.18

TF=151.08

"C"CB

BT=127.38

FL=129.98

TF=134.28

"C"CB

(FULL OF SILT)

TF=134.38

"C"CB

BT=127.52

FL=129.52 (S)

FL=129.92 (N)

TF=134.42

"C"CB

BT=123.00

FL=125.40 (S)

FL=128.20 (N)

TF=134.20

"C"CB

FL=100.37

FL=92.14

FL=94.37 BT=96.38

FL=96.48 (SW)

FL=96.68 (N)

FL=101.08 (NW)

TF=106.08

STORM MH

BT=101.63

FL=103.53

TF=111.53

"C-G"CB

BT=98.92

FL=99.02 (S)

FL=99.12 (N)

FL=103.12 (E)

FL=104.12 (NW)

TF=114.62

STORM MH

BT=107.90

FL=110.20

TF=113.90

"C"CB

NAVD 1988

MAG NAIL IN SE COR. CB

EL=114.311 BM B

NAVD 1988

HEADWALL

CHISELED SQUARE IN NE COR.

EL=117.482 BM A

BT=112.54

FL=114.44

TF=118.04

"C"CB

BT=111.77

FL=113.77 (S)

FL=113.87 (N)

TF=118.57

"C"CB

BT=110.52

FL=112.62 (S)

FL=113.42 (N)

TF=118.52

"C"CB

BT=111.63

FL=113.53

TF=118.43

"C"CB

CP-3

CP-4

CP-2

CP-5

FL=95.39

CHAIN

LIN

K F

ENCE

CHAIN

LIN

K F

ENCE

WOOD F

ENCE

WOOD F

ENCE

KEATIN

G

DRIV

E

TA

N

G

LE

W O

O D R

O A

D

BT=144.33

FL=144.43 (SE)

FL=144.73 (NW, W, SW)

TF=150.93

STORM MH

S T R

U C

T U

R E

(1

' X ' B

O X C

U L V

E R

T

FL=101.80

FL=115.86

WI

RE F

ENCE

FL=99.49

TF=106.49

SAN MH

FL=92.40

TF=94.60

SAN MH

FND

CHD

FL=81.93

FL=81.55

WOOD B

EAM

RAIL

WOOD B

EAM

RAIL

W

OOD

BE

AM

R

AI

L

FL=85.63

TF=93.63

SAN MH

FL=108.72 (NW, NE, S)

FL=109.37 (N)

TF=118.42

SAN MH

CONC.

C

URB

E.

BIT

BC

LC

BC

LC

#4616

SNET

#4617

SNET

W G

H Y D

8"

WATER

M

AIN

APP

ROX.

LO

C

D2037

RAN

CP-52

N=649426.2828

E=900955.7110

CP-3 (IRON PIN)

ROUTE 15 NB

CB 10.55'

DH CL TC

6.51'

BEAM RAIL POST

ON WOOD

MAG NAIL

1' UP

NAIL IN 24" OAK

.84

N=649656.9790

E=901819.8791

CP-52 (REBAR)

CURB

DHs IN CONC.10

.27

OFF RAMP

EXIT 36

5.28'

10.17'

N=649659.5424

E=901321.7833

CP-4 (IRON PIN)

ROUTE 15 SB

3.79'

RAIL POST

WOOD BEAM

MAG NAIL ON

6.95'

RAIL POST

WOOD BEAM

MAG NAIL ON

7.38'

CURB

DH IN

N=649827.3724

E=901738.5342

CP-5 (IRON PIN)

ROUTE 15 SB

RAIL

WOOD BEAM

MAG NAIL END

0.52'

CONC CURB

DH IN

CL TC CB

DH IN

60.39' 98.33'

TA

N

G

LE

W O

O D R

O A

D

(N/F)

CHD

FND

CHD

(N/F)

CHD

(N/F)

CHD

(N/F)

CHD

FND

CHD

FND

CHD

FND

CHD

(N/F)

CHD

NON ACCESS H

IGHWAY LIN

E

NON A

CCESS

HI

GHWAY L

INE

STRATFORD

TOWN OF

PIPE IN FAVOR OF

SANITARY SEWER

EASEMENT FOR

SUBJECT TO A 15'

BOONE, ET AL

OF JEANNE M.

WIDE STRIP IN FAVOR

RIGHT TO USE 50 FEET

N=649658.0600

E=901566.8560

CP-2 (MAG NAIL)

ROUTE 15 NB

EXIT 36 OFF RAMP

CLCB 3.50'

DH NW COR

CLCB 3.66'

DH NE COR

75.4±

SIGN

EXIT 36

DOGWOOD

8"

63±

N=649607.9468

E=901659.3079

RAN D2037 (RANDOM MONUMENT)

53.3'

3.69' 9.

CURB

DHs IN CONC.

EXIT 36 OFF RAMP

11.7'

CB

CENTER OF

NOTES:

SOUTHERN CONNECTICUT GAS COMPANYGAS:

AQUARION WATER COMPANYWATER:

TOWN OF STRATFORD PUBLIC WORKSSEWER:

WERE SUPPLIED BY THE FOLLOWING UTILITY COMPANIES:

FIELD VERIFIED AND SHOULD BE CONSIDERED APPROXIMATE. UTILITY LOCATIONS

UTILITIES SHOWN WERE TAKEN FROM EXISTING UTILITY PLANS, NOT ALL HAVE BEEN6.)

NOT ALL HAVE BEEN FIELD VERIFIED AND SHOULD BE CONSIDERED APPROXIMATE.

PROPERTY LINES ARE TAKEN FROM TOWN OF STRATFORD TAX ASSESSOR MAPS.5.)

PROJECT CONTROL.

TRANSFER OF TBM-51 TO CP-1 ON 8/18/21, AND A LOCAL DIGITAL BENCHRUN THROUGH

DERIVED FROM A LOCAL DIGITAL BENCHRUN FROM CGS 181 TO TBM-51, A GPS

VERTICAL DATUM BASED ON NORTH AMERICAN VERTICAL DATUM (N.A.V.D. 1988)4.)

CTBR, CTDA, CTGU & NYRH (GPS OBSERVATIONS) ON 8/18/21.

EPOCH 2010.00 GEOID 2018 UTILIZING CTDOT CORS STATIONS:

400 FOOT GRID BASED ON CONNECTICUT COORDINATE SYSTEM N.A.D. 1983 (2011) 3.)

FIELD BOOK: DATA COLLECTOR & "OUT OF DISTRICT "D" PGs 15-20, & 30-38.2.)

SURVEY BY CTDOT DISTRICT 4 SURVEYS.1.)

A P P R O

X

B R

O O

K F R

E E

M A

N

W A

L L

S T O

N E

S T O

N E W

A L L

STO

NE W

ALL

STO

NE W

ALL

B R

O O

K F R

E E

M A

N

B R

O O

K

F R

E E

M A

N

OAK

OAK

DOGWOOD4"

DOGWOOD

4"

TRI

PL

E

OAK

DOGWOOD4"

DOGWOOD

4"

TRI

PL

E

" R

C P

" R

C P

" R

C P

" R

C P

" R

CP

LOCATED

NOT

INLET

15" RC

P

R C

P

" R

C P

" R

C P

" R

C P

" R

C P

" R

C P

15" RC

P

" R

CP

" R

C P

" R

C P

" R

C P

CHERRY

8"

" H

D P

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S

A N

STONE WALL

(E N

C A

S E

D

IN

C

O N

C

" S

A N . S

E W

E R

ROW

MAP 1

-18

0E

SH

EET

1A

ROW

MAP 1

-18

0E

SH

EET

1A

SHEET

1A

ROW M

AP 13

8-18 0E

ROW M

AP 13

8-18 0E S

HEET 2

A

ROW

M

AP 1

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ROW

MAP 1

-18

0E

SH

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ROW

MAP 1

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0E

SH

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SHEET 2

AROW M

AP 13

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0E

APP

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STR

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LIN

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24" C

MP

" R

C P U

N D

E R D

R A

IN

DOWNSTR

EAM

HYDROSE

CTIO

N

CULV

ER

T

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OWNSTR

EAM

HYDROSE

CTIO

N

HYDROSE

CTIO

N

0'

DOWNSTR

EAM

HYDROSEC

TIO

N

' DOWNSTR

EAM

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PS

TREAM

HYDROSEC

TIO

N

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TREAM

HYDROSEC

TIO

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HYDROSEC

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N

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TREAM

HYDROSEC

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TREAM

HYDROSEC

TIO

N

" S

A N

" S

A N

" SA

N

S

A N

" S

A N

SHED

1 STY

REAL ESTATE STRATFORD, LLC

N/F

NADJA MORENO DE OLIVERIA ET AL

N/F

LORENZANA

JORGE & NIDIA L.

N/F

HUNTTING

WILLIAM H. III & SHAWNA

N/F

HROMJAK

ROBERT H. & PANTIP

N/F

ZBIGNIEW J. SLEDZ ET AL

N/F

AMY COONEY

N/F

1" = 40'

HORIZONTAL SCALE

40' 80'

CTDOT SURVEY

EDGE OF WATER

ORDINARY HIGH WATER

100-YEAR FLOODPLAIN LIMITS (MAPPED)

STATE/FEDERAL WETLANDS

LEGEND

STATE/FEDERAL WETLANDS (TYP.)

UNNAMED WATERCOURSE 3

WATERCOURSE 2

UNNAMED

EXISTING 100-YEAR FLOOD (CALCULATED)100YR

LIMITS (MAPPED) (TYP.)

100-YEAR FLOODPLAIN

ET AL

JOHN F. WOJNAROWSKI

N/F

K: :

Clough, Harbour & Associates, LLP 400 Capital Boulevard, Suite 301

03.02

LEGEND

EXISTING WEARING SURFACE".

PURPOSE SHALL BE PAID FOR UNDER ITEM "REMOVAL OF

FOR PERMANENT ACCESS ROAD. REMOVAL OF HMA FOR THIS

COMPLETION AND REPLACED WITH GEOCELL AND TOPSOIL

CONSTRUCTION OF THE BRIDGE. HMA TO BE REMOVED AFTER

THE TEMPORARY ACCESS ROAD APPLIES DURING THE 4.

AND BASIS OF PAYMENT.

PROVISIONS FOR ADDITIONAL INSTALLMENT REQUIREMENTS

MANUFACTURERS RECOMMENDATIONS. SEE SPECIAL

ANCHORS AND FASTENERS SHALL FOLLOW THE

MECHANICAL FASTENERS. NUMBER AND LOCATION OF

ALSO INCLUDED ARE REQUIRED ANCHORS AND

INFILL. GEOCELL SHALL HAVE A MINIMUM THICKNESS OF 6".

GEOTEXTILE (SEPARATION - CLASS 1), GEOCELL AND STONE

THE GEOCELL ITEM INCLUDES SUBGRADE PREPARATION, 3.

SLOPES 3:1 OR STEEPER.

EROSION CONTROL MATTING TYPE D SHALL BE USED ON 2.

SEEDED WITH WETLAND GRASS ESTABLISHMENT.

DISTURBED AREAS BELOW THE WETLAND LIMIT SHALL BE 1.

EXISTING GROUND

N.T.S.

STA. 10+17 TO 10+64

TEMPORARY AND FINAL CONDITION - TYPICAL SECTION

TANGLEWOOD ROAD AND ACCESS ROAD ENTRANCE

ACCESS ROAD

TANGLEWOOD ROAD

17.9'17.8'

C

B

F

ACCESS ROAD B

SECTION CUT ALONG

L

A

B

C

D

E

F

G

H

I

J

I

C

0.5% 3:1 (M

AX.)

G

H

1.5:1

1.5' 2.0' 3.0'VARIES

K

L

L

6" NO. 3 CRUSHED STONE FOR ANTI-TRACKING PAD

12" PROCESSED AGGREGATE BASE

OF FINAL CONDITION OF ACCESS ROAD.

AND PAVE 1.5" HMA S0.375 TRAFFIC LEVEL 2 AFTER COMPLETION

1.5" FINE MILLING OF BITUMINOUS CONCRETE PAVEMENT (0" TO 4")

(PLACED IN TWO EQUAL LIFTS)

4" HMA S0.375 TRAFFIC LEVEL 2 TO BE REMOVED IN FINAL CONDITION

J HOOK ANCHOR

GEOCELL WITH 6" PROCESSED AGGERGATE BASE (SEE NOTE 3)

6" GRANULAR FILL

18" INTERMEDIATE RIP RAP

EXISTING BITUMINOUS PARK CURBING TO REMAIN

EROSION CONTROL MATTING TYPE D

4" TOPSOIL AND LOW GROWTH TURF MIX

FOR ACCESS ROAD

GEOTEXTILE (SEPARATION - CLASS 1),

FORMATION OF SUBGRADE

6" PROCESSED AGGREGATE BASE

N.T.S.

STA. 10+64.00 TO 15+00.00

TYPICAL SECTION

ACCESS ROAD DURING CONSTRUCTION

2.0%

3:1 (M

AX.)

EXISTING GROUND

D

E

P.A.G.

2.0%

3:1 (MAX.)

1.5'

1.5:1

6.0'6.0' - 14.0'2.0'

M

B

G

H

3.0'

K

2.0%

3:1 (M

AX.)

N.T.S.

STA. 10+64.00 TO 15+00.00

TYPICAL SECTION

ACCESS ROAD FINAL CONDITION

EXISTING GROUND

P.A.G.

2.0%

3:1 (MAX.)

1.5'

1.5:1

6.0'6.0' - 14.0'2.0'3.0'

D

INSTALLED FOR TEMPORARY ACCESS ROAD

REMOVE HMA AND 6" OF PROCESSED AGGREGATE BASE

A

B

M

J

N

N

NOTES:

NOT TO SCALE

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/8/2026

SIGNATURE BLOCK: DRAWING TITLE:

HWY-03

STRATFORD15 OVER FREEMAN BROOK

REHABILITATION OF BRIDGE NO. 02150; CARRYING ROUTE

PLOTTED DATE:

V:\Projects\ANY\K6\070461.000\16_Custom_Client\CT Connect\Highways\Contract_Plans\HW_CP_0138_0252_Typical.dgn FILE NAME: 7485 LASTED SAVED BY:

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TYPICAL SECTIONS

TRANSPORTATION

K: :

Clough, Harbour & Associates, LLP 400 Capital Boulevard, Suite 301

03.03

CP-3

CHAIN LINK FENCE

CHAIN LINK FENCE

WOOD FENCE

WOOD FENCE

S T R

U C

T U

R E

' X ' B

O X C

U L

V E

R T

FND

CHD

#4616

SNET

#4617

SNET

W G

HYD

8" WATER MAIN

APPROX. LOC

88'

86'

TA

NG

LE

W

O O

D

RO

AD

NON ACCESS HIGHWAY LINE

N °3

'3 "E

.5

CURVE #1

PI 10+42.17

DELTA 68°16'00"

R 25.00'

L 29.79'

T 16.95'

D 229°10'59"

CURVE #2

PI 14+44.99

DELTA 53°30'54"

R 50.00'

L 46.70'

T 25.21'

D 114°35'30"

Begin Sta. 10+00.00

N 649199.85' E 900872.95'

E n d S ta .0

N

.5

E

.1

PC 10+25.22

N 649225.07'

E 900872.86'

P T

.0

N

.3

E

.5

P T

.4

N

.3

E

.6

P I 1

.9

N

.0

E

.8

100+00

CURVE DATA

ACCESS ROAD

CURVE #2

CURVE #1

97+00 98+00 99+00 101+00 102+00 103+00N69°30'38"E

1100.00'

197+00 198+00 199+00 200+00 201+00 202+00 203+00N69°30'30"E

1100.00'

220+00 221+00N69°31'19"E

79.39'

11+00 12+00

13+00 14+00

N °1

'3 "W

N68°04'25"E

N69°27'58"E

.2

364.77'

27.02'

P C

.7

N

.5

E

.9

20'

0'

5'

0'

95'

5'

STONE WALLSTONE WALL

" R

C P

" R

C P

" R

C P

" R

C P

18" RCP

" R

C P

R C

P

" R

C P

S A

N

E

N C

A S E

D

IN

C

O N

C

" S

A N . S

E W

E R

ROW MAP 138-180E SHEET 1A

ROW MAP 138-180E SHEET 1A ROW MAP 138-180E SHEET 2A

" R

C P U

N D

E R

D R

A

IN

DOWNSTREAM HYDROSECTION @ CULVERT

50' DOWNSTREAM HYDROSECTION

HYDROSECTION

100' DOWNSTREAM

HYDROSECTION

150' DOWNSTREAM

" S

A N

HUNTTING

WILLIAM H. III & SHAWNA

N/F

TANGLEW

OOD

ROAD

KEATING DRIVE

ROUTE 15

S.B.

ROUTE 15

N.B.

TO

TRUMBULL

ROUTE 15 EXIT 53

OFF RAMP

C O

O R

D

IN

A T E G

R

ID

AD

C

N N

E C

T

IC

U T

#4

7SN

ET

OHW

INSET - ADVANCED WARNING SIGNS

N.T.S.

7/16/2026

SIGNATURE BLOCK: DRAWING TITLE:

HWY-04

REHABILITATION OF BRIDGE NO. 02150; CARRYING ROUTE

PLOTTED DATE:

V:\Projects\ANY\K6\070461.000\16_Custom_Client\CT Connect\Highways\Contract_Plans\HW_CP_0138_0252_Plan.dgn FILE NAME: 8646 LASTED SAVED BY:

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ROAD PLAN

PERMANENT ACCESS

TRANSPORTATION

APP

RO

X.

ST

REE

T L

IN

E

ROW MAP 138-180E SHEET 1A

F R

E E

M A

N

B R

O O

K

FR

EE

M A

N

BR

O

K

AGGREGATE BASE

GEOCELL WITH 6" PROCESSED

6" PROCESSED AGGREGATE BASE

PERMANENT ACCESS ROAD

APPROXIMATE SLOPE LIMITS (3:1 MAX.)

WETLANDS (TYP.)

STATE/FEDERAL

LINE

ACQUISTION

(APPROXIMATE LOCATION) (TYP.)

SEDIMENT CONTROL SYSTEM

STONES GREATER THAN 1 CUBIC YARD SHALL BE PAID FOR UNDER ITEM #0202100 - ROCK EXCAVATION

STONES LESS THAN 1 CUBIC YARD SHALL BE PAID FOR UNDER ITEM #0202000 - EARTH EXCAVATION

REMOVE STONE WALL

ANTI-TRACKING PAD

REMOVE TREES

TF = 101.00, INV IN. = 97.00, INV. OUT = 95.25

PROPOSED MANHOLE, STA. 15+14.7, 3.4' LT

40' LENGTH x 15" R.C. PIPE CLASS V

RECONSTRUCTION INFORMATION

SEE SANITARY SUBSET FOR SEWER MAIN

INV. OUT = 89.50

STA. 14+82.2, 22.4' RT

PROPOSED OUTLET

27' LENGTH x 36" R.C. PIPE CLASS V

30" R.C. PIPE CLASS V

12' LENGTH x

INV. IN = 92.40

STA. 14+62.3, 14.1' LT

PROP. STRAIGHT ENDWALL

20' VEHICLE BARRIER GATE

SWALE - 2FT FLAT BOTTOM

RIPRAP APRON

18" INTERMEDIATE

END 1.5" MILL & OVERLAY

STA. 10+26.7, 62.7' RT

BEGIN 1.5" MILL & OVERLAY

STA. 9+74.0, 54.0' LT

EDGE OF WATER

ORDINARY HIGH WATER

SEDIMENTATION CONTROL SYSTEM (APPROXIMATE LOCATION)

STATE/FEDERAL WETLANDS

EXISTING 100-YEAR FLOOD (CALCULATED)100YR

SUPPLEMENT STREAMBED MATERIAL WASH-IN TO

36" STANDARD RIPRAP OVER 12" DEPTH OF 2" CRUSHED STONE

36" STANDARD RIPRAP OVER 12" DEPTH OF 2" CRUSHED STONE

18" INTERMEDIATE RIPRAP

12" MODIFIED RIPRAP

EX. 15" R.C. PIPE INV. = 95.4 TO BE REMOVED

4' LENGTH x 15" R.C. PIPE @ 40.0%

MATCH EX.15" R.C. PIPE INV. = 100.13

STONE CHECK DAM (TYP.)

UNNAMED WATERCOURSE

TEMPORARY CONSTRUCTION EASEMENT LINE

LEGEND

STONE

CRUSHED

OF 2"

12" DEPTH

OVER

RIPRAP

STANDARD

36"

UP TO EL. 90 FT

STREAMBED MATERIAL

WASH-IN SUPPLEMENTAL

DETAIL

BOULDERS

BASIN

SEE RIPRAP

TOP EL. 88 FT.

BOULDERS

ROUNDED

2.5 - 3.5 FT

LINE OF

INSTALL A

CHANNEL PROTECTION

STANDARD RIPRAP

APPROX. EDGE OF

LEDGE IN CHANNEL

AREA OF EXPOSED

EXISTING 100-YEAR FLOOD (CALCULATED) (TYP.)

100-YEAR FLOODPLAIN LIMITS (MAPPED)

EXISTING RIGHT OF WAY

INV OUT = 90.00

INV IN (N) = 91.75

INV IN. (W) = 90.50

TF = 96.23

STA. 14+69.6, 2.2' LT

TYPE II CATCH BASIN

PROPOSED TYPE "C-L" DOUBLE GRATE

EASEMENT LINE

TEMPORARY CONSTRUCTION

ACQUISITION LINE

HIGH VISIBILITY FENCE

WETLANDS

STATE/FEDERAL

WETLANDS

STATE/FEDERAL

PROHIBITED

THE EAST OF THIS FENCE IS

SENSITIVITY. ACCESS TO

ENVIRONMENTAL

AN AREA OF

HIGH VISIBILITY FENCE IS

THE AREA EAST OF THE

CONSTRUCTION

III BARRICADES DURING

INSTALL TEMPORARY TYPE

(MAINTENANCE)

OBJECT MARKER

4' CHAIN LINK FENCE

SEE STRUCTURE SUBSET FOR RETAINING WALL INFORMATION

18' LENGTH x 15" R.C. PIPE CLASS V

INV. IN = 121.75

STA. 12+40, 8.81' RT

PROPOSED TYPE "L" ENDWALL

INV. OUT = 121.37

STA. 12+40, 10.77' LT

PROPOSED OUTLET

STA. 14+86.2, 3.4' RT

PROPOSED SAN. SEWER MANHOLE

PROPOSED SAN. SEWER MANHOLE STA. 15+34.3, 3.1' RT

STA. 14+66.5, 17.4' RT

PROPOSED SAN. SEWER MANHOLE

CONCRETE ENCASEMENT TO BE REMOVED

EXISTING SANITARY SEWER MANHOLE AND

TO BE REMOVED

EXISTING SAN. SEWER MANHOLE

38' LENGTH x 15" P.V.C. PIPE

19' LENGTH x 15" P.V.C. PIPE

EX. 15" P.V.C. PIPE INV. = 92.4 TO BE REMOVED

TO BE REMOVED

EX. 15" P.V.C. PIPE

EX. 15" P.V.C. PIPE INV. = 85.2' TO BE REMOVED

REPLACED AT CONTRACTOR'S EXPENSE.

NOTIFY THE ENGINEER. MONUMENTS MUST BE

IF CHD'S ARE IMPACTED DURING CONSTRUCTION

12" MODIFIED RIPRAP

SEE DETAIL HWY-06

BELOW ACCESS ROAD,

LIMITS OF FRENCH MATTRESS

12" MODIFIED RIPRAP

12" MODIFIED RIPRAP

18" INTERMEDIATE RIPRAP

OBJECT MARKER (MAINTENANCE)

OBJECT MARKER (MAINTENANCE)

(MAINTENANCE)

OBJECT MARKER

SLOPE PROTECTION

18" INTERMEDIATE RIPRAP

100-YEAR FLOODPLAIN LIMITS (MAPPED)

EROSION CONTROL MATTING TYPE D

ENDANGERED SPECIES NOTE:

TRI-COLORED BAT - NO TRIMMING, CUTTING,

OR REMOVAL OF TREES WITH 3" DBH OR

GREATER FROM APRIL 15 TO OCTOBER 31

BOUNDARY MARKER - (SURVEY MONUMENT)

SHALL BE PAID UNDER ITEM #0107090A - CTDOT

DOT BOUNDARY MONUMENTS TO BE SET;

REPLACED AT CONTRACTOR'S EXPENSE.

NOTIFY THE ENGINEER. MONUMENTS MUST BE

IF CHD'S ARE IMPACTED DURING CONSTRUCTION

C

80-9603 31-1906 80-1613

C B 100'

100'

100'

0'

D

D

100'

AD

80-9611

83'±

44'± 7 '±7

14'± 58'±

RELOCATED FOR USE TO LINE CHANNEL

APPROPRIATE SIZED STONES MAY BE

1" = 20'

HORIZONTAL SCALE

20' 40'

N/F

NADJA MORENO DE OLIVERIA ET AL

N/F

WILLIAM H. III & SHAWNA

HUNTTING

N/F

JOHN F. WOJNAROWSKI

ET AL

N/F

ROBERT H. &

PANTIP

HROMJAK

N/F

SIMON G. &

MIRIAN Y HURVITZ

K: :

Clough, Harbour & Associates, LLP 400 Capital Boulevard, Suite 301

03.04

10+00

10+00

11+00

11+00

12+00

12+00

120 120

130 130

140 140

150 150

99.521'SSD =

3.448'K =

50.000'L =

.4

E L

.0

P

V I S T A

.6

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.0

P

V T

S T

A

.5

E L

.0

P

V C

S T

A

-0.50%S=

-1 .0

S

.7

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.4

P

V I

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A

13+00

13+00

14+00

14+00

15+00

15+00

90 90

100 100

110 110

120 120

42.904'SSD =

3.333'K =

50.000'L =

+0.00%S=

.9

E L

.0

P

V T

S T

A

.6

E L

.0

P

V C

S T

A

.9

E L

.0

L

.P S

T A

-1 .0

S

+0.00%S=

.9

E

L

.0

P

V I

S T

A . 9

.9

E

L

.6

P

V I

S T

A

.9

E L

.0

P

V I

S T

A

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/8/2026

SIGNATURE BLOCK: DRAWING TITLE:

HWY-05

REHABILITATION OF BRIDGE NO. 02150; CARRYING ROUTE

PLOTTED DATE:

V:\Projects\ANY\K6\070461.000\16_Custom_Client\CT Connect\Highways\Contract_Plans\HW_CP_0138_0252_Profile.dgn FILE NAME: 8646 LASTED SAVED BY:

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ROAD PROFILE

PERMANENT ACCESS

TRANSPORTATION

EXISTING GROUND

TANGLEWOOD ROAD

PROPOSED GRADE

PERMANENT ACCESS ROAD

EXISTING GROUND

PERMENANT ACCESS ROAD

PROPOSED GRADE

HORIZONTAL SCALE IN FEET

20 40

VERTICAL SCALE IN FEET

M A

T C

H L

IN

E

S

E E

A B

O V

E

M A

T C

H L

IN

E

S

E E

B E

L O

W

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Clough, Harbour & Associates, LLP 400 Capital Boulevard, Suite 301

03.05

NOTE

FRENCH MATTRESS SHALL BE PAID UNDER INDIVIDUAL ITEMS NOTED IN DETAIL.

4" TOPSOIL AND LOW-GROW GRASS MIX FOR PERMANENT ACCESS ROAD GEOCELL WITH 6" PROCESSED AGGREGATE BASE

8" MIN. PROCESSED AGGREGATE BASE

GEOTEXTILE WRAPPED AROUND MODIFIED RIPRAP

18" INTERMEDIATE RIPRAP SLOPE PROTECTION (TYP.)

EXISTING GRADE

MODIFIED RIPRAP

12' LAYER GRANULAR FILL

FINISHED GRADE

SECTION - ACCESS ROAD AND FRENCH MATTRESS

" = 1'-0"4

SCALE:

18" 1%±

18"

12' LAYER GRANULAR FILL

MODIFIED RIPRAP

4" TOPSOIL AND LOW-GROW GRASS MIX FOR PERMANENT ACCESS ROAD

GEOCELL WITH 6" PROCESSED AGGREGATE BASE

8" MIN. PROCESSED AGGREGATE BASE

GEOTEXTILE WRAPPED AROUND MODIFIED RIPRAP

SECTION - FRENCH MATTRESS

" = 1'-0"4

SCALE:

A

A

20'

NOT TO SCALE

ROUNDED L-BRACKET

WELDED TO

FRAME OF GATE

LOCKING POST DETAIL

G1

6. PROVIDE L-BRACKET TO STOP GATE FROM OPENING INTO TANGLEWOOD RD.

5. WRAP PIPE WITH RETROREFLECTIVE TAPE IN 2' SECTIONS.

4. 24" X 42" CONCRETE CLASS PCC03340 FOOTING.

3. PROVIDE OPENING LARGE ENOUGH FOR METAL LINK CHAIN TO PASS THROUGH.

2. WELD MODIFIED L-BRACKET TO GATE FRAME. ROUND ALL EDGES.

1. PROVIDE R8-3 NO PARKING SIGNS 31-0696 (BOTH SIDES).

GATE NOTES

VEHICLE BARRIER GATE

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/8/2026

SIGNATURE BLOCK: DRAWING TITLE:

HWY-06

REHABILITATION OF BRIDGE NO. 02150; CARRYING ROUTE

PLOTTED DATE:

V:\Projects\ANY\K6\070461.000\16_Custom_Client\CT Connect\Highways\Contract_Plans\HW_CP_0138_0252_Detail.dgn FILE NAME: 8646 LASTED SAVED BY:

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MISCELLANEOUS DETAILS

TRANSPORTATION

MINIMUM OPENING

20 FT

STOP

POST

P

PLAN VIEW

NO PARKING SIGNS

14062 (DARK GREEN) OR AS DIRECTED BY ENGINEER.

COLOR CLOSELY APPROACHING AMS-STD-595 COLOR NUMBER

GATES SHALL BE GALVANIZED AND SHOP PAINTED A DARK GREEN

SEALED 5" HEAVY DUTY BARREL HINGES (TYPICAL 2 PLACES).

2" GATE FRAME ROUND 11 GAUGE

6" MINIMUM ROUND POST SCHEDULE 40. POST 7 FT W/ CAP.

G3

G2

G1

M

IN

H

T F

R O

M A

B O

V E

G R

A D

E T

O T

O P

O F

G A

T E

48"

36"

12"

36"

42"

24"

GRADE

G3G1 G2

G44

POST GATE NOTES:

BOULDERS TO BE COMPLETELY EMBEDDED

FINISHED ELEVATION OF STREAMBED

TOP ELEVATION = 88.0

MANNER TO MINIMIZE GAP WIDTH

SELECT, ORIENT, AND PLACE BOULDERS IN A

N.T.S.

RIPRAP BASIN ROUND BOULDERS

ROUND BOULDER 2.5' - 3.5' DIAMETER

NOTES

ITEM #0703030 - PLACEMENT OF CHANNEL BOULDER

ROUNDED BOULDERS SHALL BE PAID FOR UNDER

BY THE ENGINEER OR THEIR AUTHORIZED DELEGATE.

PLACEMENT OF BOULDERS SHALL BE DIRECTED IN THE FIELD

12" DEPTH OF 2" CRUSHED STONE

MATERIAL AROUND BOULDERS

WASH-IN SUPPLEMENTAL STREAMBED

EPD JPP

N.T.S.

1.5:1 M

AX

N.T.S.

STEEP SLOPE PROTECTION

42"

24"

36"

12" MODIFIED RIPRAP

6" GRANULAR FILL

18" INTERMEDIATE RIPRAP

K: :

Clough, Harbour & Associates, LLP 400 Capital Boulevard, Suite 301

03.06

PLAN

SPACING BETWEEN CHECK DAMS

ELEVATION

18"

EXISTING GROUND

6" MIN.

18" MAX.

CHANNEL 15% MAX. SLOPE

IN A DRAINAGE WAY

STONE CHECK DAM

SECTION A

2 MAX.

A

NO. 3 CRUSHED STONE

OR RIPRAP AS DIRECTED

TOP OF STONE CHECK DAM

CHANNEL SLOPE LENGTH

1% TO 3% 50'

38'4%

5%

6% 25'

CHECK DAMS FOR A 1.5' CHECK DAM HEIGHT

MAXIMUM SPACING BETWEEN

6"

FLOW

FLOW

FLOW

FLOW

FLOW

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/8/2026

SIGNATURE BLOCK: DRAWING TITLE:

HWY-07

REHABILITATION OF BRIDGE NO. 02150; CARRYING ROUTE

PLOTTED DATE:

V:\Projects\ANY\K6\070461.000\16_Custom_Client\CT Connect\Highways\Contract_Plans\HW_CP_0138_0252_CheckDam.dgn FILE NAME: 8646 LASTED SAVED BY:

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CHECK DAM DETAILS

PERMANENT STONE

TRANSPORTATION

15% 10'

MATCHES AT GRADE

2 MAX.

NO. 3 STONE18" MAX.

VARIES BASED ON SLOPE (SEE TABLE)

LENGTH (L)

2 MAX.

FLOW

FLOW

NO. 3 STONE

18" MAX.

INTERMEDIATE RIPRAP SWALE

NOT TO SCALE

EPD JPP

K: :

Clough, Harbour & Associates, LLP 400 Capital Boulevard, Suite 301

03.07

7/8/2026

SIGNATURE BLOCK: DRAWING TITLE:

HWY-08

REHABILITATION OF BRIDGE NO. 02150; CARRYING ROUTE

PLOTTED DATE:

V:\Projects\ANY\K6\070461.000\16_Custom_Client\CT Connect\Highways\Contract_Plans\HW_CP_0138_0252_StagingArea_Plan.dgn FILE NAME: 8646 LASTED SAVED BY:

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ALTERNATIVES

STAGING AREA

TRANSPORTATION

COORDI

NATE

G

RI

D

A D

CONNECTI

CUT

ROUTE 15 SOUTHBOUND ON RAMP

R O

U

TE 15

MEADOWMERE RD

M

AIN ST PUTNEY

RIVER RD

MAIN ST

MAIN

ST

R O

U T E

N

O R

T H

B O

U N

D O

F F R

A M

P

R O

U T E

N

O R

T H

B O

U N

D O

N R

A M

P

M E

A D

O W

M E R

E R

D

LOT BEHIND 6471 MAIN STREET COMMUTER LOT

STAGING AREA ALTERNATIVE 2:

TANGLEWOOD RD

LOT OFF MAIN STREET BY ROUTE 15 SOUTHBOUND ON RAMP

STAGING AREA ALTERNATIVE 1:

6471 MAIN STREET COMMUTER LOT

ACCESS ROAD

(10' x 8' BOX CULVERT)

STRUCTURE #02150

EXISTING CHAIN LINK FENCE

ANTI-TRACKING PAD

BE SUBJECT TO CTDOT ENCROACHMENT PERMIT PROCEDURES.

TO SECURE LOCATIONS BASED ON NEED AND AVAILABILITY. MAY

STAGING AREAS SHOWN ARE CONCEPTUAL ONLY. CONTRACTOR

NOTE:

1" = 80'

HORIZONTAL SCALE

80' 160'

K: :

Clough, Harbour & Associates, LLP 400 Capital Boulevard, Suite 301

03.08

STA. 10+00.00

-70

-70

-60

-60

-50

-50

-40

-40

-30

-30

-20

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-10

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160 160

170 170

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STA. 10+10.00

-70

-70

-60

-60

-50

-50

-40

-40

-30

-30

-20

-20

-10

-10

140 140

150 150

6" GRANULAR FILL

12" INTERMEDIATE RIPRAP

1" = 5'

HORIZONTAL SCALE

5' 10'

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/8/2026

SIGNATURE BLOCK: DRAWING TITLE:

XSC-01

REHABILITATION OF BRIDGE NO. 02150; CARRYING ROUTE

PLOTTED DATE:

V:\Projects\ANY\K6\070461.000\16_Custom_Client\CT Connect\Highways\Contract_Plans\HW_CP_0138_0252_XS.dgn FILE NAME: 8646 LASTED SAVED BY:

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PERMANENT ACCESS

TRANSPORTATION

E X

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T R

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IN

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Clough, Harbour & Associates, LLP 400 Capital Boulevard, Suite 301

03.09

STA. 10+20.00

-70

-60

-60

-50

-50

-40

-40

-30

-30

-20

-20

-10

-10

140 140

150 150

160 160

170 170

6" GRANULAR FILL

18" INTERMEDIATE RIPRAP

12" MODIFIED RIPRAP

3:1

1.

5:

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IN

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STA. 10+30.00

-70

-70

-60

-60

-50

-50

-40

-40

-30

-30

-20

-20

-10

-10

140 140

150 150

160 160

6" GRANULAR FILL

18" INTERMEDIATE RIPRAP

12" MODIFIED RIPRAP

12" MODIFIED RIPRAP

1" = 5'

HORIZONTAL SCALE

5' 10'

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/8/2026

SIGNATURE BLOCK: DRAWING TITLE:

XSC-02

REHABILITATION OF BRIDGE NO. 02150; CARRYING ROUTE

PLOTTED DATE:

V:\Projects\ANY\K6\070461.000\16_Custom_Client\CT Connect\Highways\Contract_Plans\HW_CP_0138_0252_XS.dgn FILE NAME: 8646 LASTED SAVED BY:

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PERMANENT ACCESS

TRANSPORTATION

3:1

1.

5:

1 1.

5:

1 E

X

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IN

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H

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W A

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IN

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-1.7% 1.7%

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Clough, Harbour & Associates, LLP 400 Capital Boulevard, Suite 301

03.10

STA. 10+40.00

-70

-60

-60

-50

-50

-40

-40

-30

-30

-20

-20

-10

-10

140 140

150 150

160 160

170 170

6" GRANULAR FILL

18" INTERMEDIATE RIPRAP

12" MODIFIED RIPRAP

3.1:1

1.

5:

-2.0% 2.0%

3:1

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STA. 10+50.00

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

18" INTERMEDIATE RIPRAP

6" GRANULAR FILL

STA. 10+50.00

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

STA. 10+50.00

-70

-70

-60

-60

-50

-50

-40

-40

-30

-30

-20

-20

-10

-10

140 140

150 150

160 160

12" MODIFIED RIPRAP

1" = 5'

HORIZONTAL SCALE

5' 10'

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/8/2026

SIGNATURE BLOCK: DRAWING TITLE:

XSC-03

REHABILITATION OF BRIDGE NO. 02150; CARRYING ROUTE

PLOTTED DATE:

V:\Projects\ANY\K6\070461.000\16_Custom_Client\CT Connect\Highways\Contract_Plans\HW_CP_0138_0252_XS.dgn FILE NAME: 8646 LASTED SAVED BY:

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PERMANENT ACCESS

TRANSPORTATION

3.1:1

1.

5:

-2.0% 2.0%

3:1E L

.5

E

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IN

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Clough, Harbour & Associates, LLP 400 Capital Boulevard, Suite 301

03.11

18" INTERMEDIATE RIPRAP

6" GRANULAR FILL

STA. 11+00.00

-70

-70

-60

-60

-50

-50

-40

-40

-30

-30

-20

-20

-10

-10

130 130

140 140

150 150

160 160

3.4:1

1.

5:

-2.0% 2.0%

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IN

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IN

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18" INTERMEDIATE RIPRAP

6" GRANULAR FILL

STA. 11+50.00

-70

-70

-60

-60

-50

-50

-40

-40

-30

-30

-20

-20

-10

-10

130 130

140 140

1" = 5'

HORIZONTAL SCALE

5' 10'

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/8/2026

SIGNATURE BLOCK: DRAWING TITLE:

XSC-04

REHABILITATION OF BRIDGE NO. 02150; CARRYING ROUTE

PLOTTED DATE:

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PERMANENT ACCESS

TRANSPORTATION

-2.0% 2.0%

3:1

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3:1

1.

5:

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03.12

STA. 12+00.00

-70

-70

-60

-60

-50

-50

-40

-40

-30

-30

-20

-20

-10

-10

120 120

130 130 3:1

-2.0% 2.0% 3:1

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5:

6" GRANULAR FILL

18" INTERMEDIATE RIPRAP

STA. 12+50.00

-70

-70

-60

-60

-50

-50

-40

-40

-30

-30

-20

-20

-10

-10

120 120

130 130

3:1

1.

5:

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STA. 13+00.00

-70

-70

-60

-60

-50

-50

-40

-40

-30

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PLOTTED DATE:

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PLOTTED DATE:

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HORIZONTAL SCALE

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PROJECT TITLE: PROJECT NO.: DRAWING NO.:

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7/8/2026

SIGNATURE BLOCK: DRAWING TITLE:

XSC-07

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PLOTTED DATE:

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4' CHAINLINK FENCE

CONCRETE RETAINING WALL

PROPOSED 36" RCP CLASS V

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PROPOSED CATCH BASIN

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PROPOSED STRAIGHT ENDWALL

EXISTING 15" SANITARY SEWER

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PROJECT TITLE: PROJECT NO.: DRAWING NO.:

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7/16/2026

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XSC-08

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PLOTTED DATE:

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HORIZONTAL SCALE

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CONCRETE RETAINING WALL

WASH-IN SUPPLEMENTAL STREAMBED MATERIAL

12" DEPTH OF 2" CRUSHED STONE

4' CHAINLINK FENCE

EXISTING 15" SANITARY SEWER TO BE REMOVED

PROPOSED 15" SANITARY SEWER

PROPOSED 15" RCP CLASS V

1" = 5'

HORIZONTAL SCALE

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PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

7/8/2026

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XSC-09

REHABILITATION OF BRIDGE NO. 02150; CARRYING ROUTE

PLOTTED DATE:

V:\Projects\ANY\K6\070461.000\16_Custom_Client\CT Connect\Highways\Contract_Plans\HW_CP_0138_0252_XS.dgn FILE NAME: 8646 LASTED SAVED BY:

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SIGNATURE BLOCK: DRAWING TITLE:

TR_GS-01

REHABILITATION OF BRIDGE NO. 02150; CARRYING ROUTE

PLOTTED DATE:

V:\Projects\ANY\K6\070461.000\16_Custom_Client\CT Connect\Highways\Contract_Plans\TR-GS_CONSTRUCTION SIGNS.DGN FILE NAME: 8646 LASTED SAVED BY:

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W S

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I S

S U

AND PERMIT OPERATIONS

SIGNS FOR CONSTRUCTION

TRANSPORTATION

R4-R11 - SERIES

COPY & BORDER - BLACK

BACKGROUND - WHITE

5.0

12.0

20.0 48X60

36X48

24X30 31-1517

31-1518

31-1519 2

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

R4-9R11-2

COPY & BORDER - BLACK

BACKGROUND - WHITE

W9-3aW9-3a

6.25

9.0

16.0 48

30 80-9962

80-9963

80-9964 2

SIZE CONN.

D.O.T. #

POSTS

W12-1

W4-1

M4-9a

E5 - SERIES G20 - SERIES

G20-2a

BACKGROUND - BLUE

COPY & BORDER - WHITE

VARIABLE ARROW

M4 - SERIES

M4-8

M4-10

(R)

(L)

M4-8a

VARIABLE ARROW

COPY & BORDER - BLACK

BACKGROUND - WHITE

R11-2

COPY & BORDER - BLACK

BACKGROUND - WHITE

R11-3a

COPY & BORDER - BLACK

BACKGROUND - WHITE

R11-3b

COPY & BORDER - BLACK

BACKGROUND - WHITE

VARIABLE ARROW VARIABLE ARROW

9.0

9.0

16.0

16.0 48

1(L)

(R)

(L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

80-9432

80-9431

80-9452

80-9451

W1 - SERIES

W1-4

(R)(L)

W1-6

(L or R)

W1-8

(R)(L)

(R)(L)

ARROW & BORDER - BLACK

OCTAGON - RED W/ WHITE BORDER

BOTTOM CIRCLE - GREEN

W3-3

ARROW & BORDER - BLACK

TRIANGLE - RED W/ WHITE BORDER

COPY & BORDER - BLACK

TOP CIRCLE - RED

MIDDLE CIRCLE - YELLOW

W4-2

(L) (R)

W3 - SERIES W4-W6 - SERIES

W6-3

W8-W12 - SERIES W13 - SERIES

W13-1P

4.5

8.0 48X24

36X18 80-9611

80-9612 2

SIZE CONN.

D.O.T. #

POSTS

9.0

16.0 48

36 80-9711

80-9712 2

SIZE CONN.

D.O.T. #

POSTS

7.0 72X14

80-9720 2

SIZE CONN.

9.0 36

50-5934 2

SIZE CONN.

2.0 24X12

80-9707 1

SIZE CONN.

3.0 24X18

80-9708 1

SIZE CONN.

D.O.T. #

POSTS

6.0

6.0 48X18

48X18

2(R)

(L)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

80-9701

80-9702

5.0 30X24

80-9710 1

SIZE CONN.

10.0 48X30

80-9080 2

SIZE CONN.

12.5 60X30

80-9077 2

SIZE CONN.

12.5 60X30

80-9081 2

SIZE CONN.

3.0 24X18

80-9074 1

SIZE CONN.

2.0 24X12

80-9075 1

SIZE CONN.

3.75 30X18

80-9076 1

SIZE CONN.

D.O.T. #

POSTS

8.0

12.5 60X30

48X24 80-9424

80-9423 2

SIZE CONN.

D.O.T. #

POSTS

3.0

5.0

7.5 30X36

24X30

18X24 80-9401

80-9403

80-9404 1

SIZE CONN.

D.O.T. #

POSTS

9.0

16.0 48

36 80-9050

80-9051 2

SIZE CONN.

D.O.T. #

POSTS

9.0

16.0 48

36 80-9054

80-9055 2

SIZE CONN.

D.O.T. #

POSTS

9.0

16.0 48

36 80-9052

80-9053 2

SIZE CONN.

D.O.T. #

POSTS

9.0

16.0 48

36 80-9947

80-9945 2

SIZE CONN.

D.O.T. #

POSTS

4.0

6.25 30

24 80-9569

80-9567 1

SIZE CONN.

D.O.T. #

POSTS

W20 - SERIES

W20-1

6.25

9.0

16.0 48

30 80-9602

80-9603

80-9604 2

SIZE CONN.

D.O.T. #

POSTS

9.0

16.0 48

36 80-9614

80-9615 2

SIZE CONN.

D.O.T. #

POSTS

W20-1

9.0

16.0 48

36 80-9805

80-9806 2

SIZE CONN.

D.O.T. #

POSTS

W20-2

9.0

16.0 48

36 80-9834

80-9835 2

SIZE CONN.

D.O.T. #

16 - SERIES

80-1619 2

16-S

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

16.0

16.0 48

48 80-9836

80-9839 2

2 (L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

16.0

16.0 48

48 80-9847

80-9848 2

2 (L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

(L) (R)

(L) (R)

16.0

16.0 48

48 80-9837

80-9838 2

2 (L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

(L) (R)

9.0

16.0 48

36 80-9803

80-9804 2

SIZE CONN.

D.O.T. #

POSTS

W20-7a

2.0

3.75 30X18

24X12 80-9870

80-9871

SIZE CONN.

9.0 36

80-9607 1

SIZE CONN.

D.O.T. #

POSTS

W21-6

9.0

16.0 48

36 80-9620

80-9625 2

SIZE CONN.

D.O.T. #

W22-1

10.5 42X36

80-9623 2

SIZE CONN.

D.O.T. #

W22-2

10.5 42X36

80-9621 2

SIZE CONN.

D.O.T. #

POSTS

W22-3

2.25 18 80-9950

SIZE CONN.

D.O.T. #

POSTS

STOP-SLOW PADDLE

SIDE A SIDE B

BACKGROUND - RED

COPY & BORDER - BLACK PLAIN

SIDE A

SIDE B

BACKGROUND - ORANGE

VARIABLE MILEAGE

VARIABLE MILEAGE

VARIABLE SPEED

9.0

16.0 48

36 80-9520

80-9521 2

SIZE CONN.

D.O.T. #

VARIABLE SPEED

9.0

16.0 48

80-9933

80-9934 2

SIZE CONN.

D.O.T. #

POSTS

16.0 48 80-9956 2

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

4.17

12.0

3.33 48X10

96X18

60X10 80-9913

80-9914

80-9916 2

SIZE CONN.

D.O.T. #

VARIABLE LEGEND

12.5

24.0 72X48

60X30

80-9928

80-9929 2

SIZE CONN.

D.O.T. #

POSTS

COPY & BORDER - WHITE

VARIABLE MILEAGE

90.0

80-9728 2

SIZE CONN.

120X108

VARIABLE DISTANCE

16.0

16.0 48

48 80-9846

80-9849 2

2 (L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

(L) (R)

SUBPLATE

80-9703 1

SIZE CONN.

6.25 30X30

80-9706 1

SIZE CONN.

D.O.T. #

POSTS

VARIABLE ARROW

VARIABLE ARROW

R9-11R9-9 R9-11aM4-9b

M4-9b

COPY & BORDER - BLACK

BACKGROUND - WHITE

COPY & BORDER - BLACK

BACKGROUND - WHITE

COPY & BORDER - BLACK

BACKGROUND - WHITE

5.0

17.5

35.0 84X60

60X42

30X24 80-1613

80-1608

80-1605 2

116-M

16-H

16-E

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

25.0

25.0 60

2(L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

80-9484

80-9486

25.0

25.0 60

2(L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

80-9444

80-9446

BACKGROUND - FLUORESCENT ORANGE

BACKGROUND - FLUORESCENT ORANGE

BACKGROUND - FLUORESCENT ORANGE

2.5

4.5 36X18

30X12 80-9872

80-9873

SIZE CONN.

D.O.T. #

VARIABLE MILEAGE

32.0 96X48

80-9815 2

SIZE CONN.

D.O.T. #

POSTS

W16-15P

W-16 - SERIES

W3-1

W3-2

W3-5

14.0

22.5 60X54

48X42 31-1906

31-1907 2

SIZE CONN.

D.O.T. #

POSTS

W16-9P

W1-4b

W1-4c

W16-3aP

2.0

24X12 80-9049

SIZE CONN.

D.O.T. #

POSTS

W24-1

E5-1

16.0

16.0 48

48 80-9715

80-9705 2

2(L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

W20-4

E5-1

BACKGROUND - GREEN

COPY & BORDER - WHITE

30.0

30.0 72X60

72X60 51-6148

51-6150 2

2(L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

12.0 48X36

80-9717 2

SIZE CONN.

D.O.T. #

E5-2

12.0 48X36

80-9716 2

SIZE CONN.

D.O.T. #

POSTS

E5-2a

W20-1

16.0 48 80-9900 2

SIZE CONN.

D.O.T. #

POSTS

W8-15

W24-1a W24-1b

W24-1cP

(L) (R)(L) (R)

(L) (R)

W21-W24 - SERIES

9.0

16.0 48

36 80-5903

80-5904 2

SIZE CONN.

D.O.T. #

POSTS

W23-2

9.0

16.0 48

36 80-9799

80-9800 2

SIZE CONN.

D.O.T. #

POSTS

W20-2

9.0

9.0 36

1(L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

80-9056

80-9059

(L) 16.0 48 80-9057 2

(R) 16.0 48 80-9067 2

9.0

9.0 36

1(L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

80-9065

80-9063

(L) 16.0 48 80-9064 2

(R) 16.0 48 80-9062 2

9.0

9.0 36

1(L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

80-9071

80-9069

(L) 16.0 48 80-9070 2

(R) 16.0 48 80-9068 2

NEXT 0 MILE

0 MILE 0000 FT

0000 FT

AHEAD

AHEAD

(L or R)

VARIABLE LEGEND

BE

PREPARED

NEW

TRAFFIC

PATTERN

AHEAD

LANES

ALL

EXIT EXIT

OPEN

EXIT

CLOSED

EXIT

M4-8

VARIABLE ARROW

(L) (R)

3.0

3.0 24X18

24X18 80-9850L

80-9850R 1

1(L)

(R)

SIZE CONN.

80-9713 1

SIZE CONN.

D.O.T. #

PADDLE

80-9001 2

SIZE CONN.

3.0

24X18

SIZE CONN.

D.O.T. #

POSTS

80-9061

80-9070

9 36

2(L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

80-9922

80-9921

(L) 16.0 48 80-9918 2

(R) 16.0 48 80-9917 2

16.0

16.0 48

48 80-9923

80-9924 2

2(R)

(L)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

(L) (R)

W9-1W9-1 W9-1

W9-1

W21-4W8-1

(1) (2)

9.0

16.0 48

36 80-9901

80-9902 2

1(1)

(1)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

9.0

16.0 48

36 80-9801

80-9802 2

1(2)

(2)

7.5

9 72X18

60X18

48X18 80-9931

80-9932

80-9935 2

2(1)

(2)

(3)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

(3)

(2)

(1)

11. BLACK COLOR ON SIGNS SHALL BE PLAIN (NOT RETROREFLECTIVE)

SHEETING. ALL OTHER SIGNS TO USE TYPE IX RETROREFLECTIVE SHEETING.

10. ALL SIGNS WITH FLUORESCENT ORANGE BACKGROUND TO USE TYPE VIII RETROREFLECTIVE

LEGEND - BLACK - EXCEPT AS NOTED.

BACKGROUND - FLUORESCENT ORANGE EXCEPT AS NOTED.

9. COLORS:

RETROREFLECTIVE SHEETING & COPY.

A-C OR BETTER. SIGN BLANKS SHALL HAVE ONE COAT OF PRIMER PAINT PRIOR TO APPLICATION OF

SHALL BE .125", PLYWOOD THICKNESS FOR POST MOUNTED SIGNS SHALL BE 1/2" EXTERIOR GRADE

BE .100" EXCEPT SIGN #s. 80-1605, 80-9914, 809815, 80-9728, 80-9519, & 51-6147 (L OR R) WHICH

AASHTO MASH FOR CATEGORY 2 DEVICES. ALUMINUM THICKNESS FOR POST MOUNTED SIGNS SHALL

8. MATERIALS: SIGNS AND THEIR PORTABLE SUPPORTS SHALL CONFORM TO THE REQUIREMENTS OF THE

7. MATERIALS & COLORS SHALL CONFORM TO STATE SPECIFICATIONS.

CONTRACT.

6. ALL CONSTRUCTION SIGNS TO BE PAID FOR UNDER THE CONSTRUCTION SIGNS ITEM IN THE

SPECIAL BOLT HOLE PATTERNS.

DIMENSIONS TO BE ERECTED ON THE SAME POSTS, OR SPAN/MAST ARM MOUNTED, MAY REQUIRE

HOLE PATTERN REFER TO FHWA PUBLICATION "STANDARD HIGHWAY SIGNS". SIGNS OF DIFFERENT

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

AND CHANNELIZING DEVICES".

4. FOR TEMPORARY SUPPORTS SEE STANDARD SHEET TR-1220_02 - "CONSTRUCTION SIGN SUPPORTS

3. ALL POSTS NOTED ARE FOR LONG TERM INSTALLATION. SEE STANDARD SHEET TR-1208_02.

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

1. R1-SERIES SIGN THE LEGEND "O.S.T.A." SHALL APPEAR.

NOTES:

W4-3

9.0

16.0

9.0 36

36 80-9938

80-9939

80-9936 1

1(L)

(L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

(R) 16.0 48 80-9937 2

(L) (R)

(L) (R)

W8-25

16.0 48 80-9833 2(L)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

(L) 9.0 36 80-9831 1

(L) (R)

W8-25

9.0

16.0 48

36 80-9827

80-9829 2

1(L)

(L)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

(R) 9.0 36 80-9830 1

(R) 16.0 48 80-9832 2

(R)

(R)

9.0

16.0

80-9826

80-9828

16.0 48

80-9905 2

SIZE CONN.

D.O.T. #

POSTS

16.0

16.0

48 80-9903

80-9904

2(L)

(R)

SIZE CONN.

D.O.T. #

POSTS

NOT TO SCALE

Clough, Harbour & Associates, LLP 400 Capital Boulevard, Suite 301

03.18

7/8/2026

SIGNATURE BLOCK: DRAWING TITLE:

TR_GS-02

REHABILITATION OF BRIDGE NO. 02150; CARRYING ROUTE

PLOTTED DATE:

V:\Projects\ANY\K6\070461.000\16_Custom_Client\CT Connect\Highways\Contract_Plans\TR-GS_CONSTRUCTION SIGNS.DGN FILE NAME: 8646 LASTED SAVED BY:

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W S

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I S

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AND CHANNELIZING DEVICES

CONSTRUCTION SIGN SUPPORTS

TRANSPORTATION

NOT TO SCALE

CONSTRUCTION

SIGNS

DIAMOND SHAPE RECTANGLE SHAPE

3" TO 4"

TRAFFIC CONE

TRAFFIC DRUM

FRONT VIEW

NOTES:

1. TRAFFIC DRUM SHALL CONFORM TO THE REQUIREMENTS OF NCHRP REPORT

1. SUPPORTS SHALL BE METAL SIGN POSTS AND HAVE BREAK-AWAY FEATURES.

NOTES:

LIGHTS ON CONSTRUCTION SIGNS

PLACEMENT OF BARRICADE WARNING

BARRICADE WARNING LIGHTS (AS REQ'D)

EDGE OF

SHOULDER

SO THAT ONLY THE ILLUMINATED PORTION

THE SIGN. MOUNT ON EDGE OF SIGN

LIGHT IS TO BE MOUNTED BEHIND SIGN

IS VISIBLE OUTSIDE THE SILHOUETTE OF

TYPE III BARRICADE

CONSTRUCTION BARRICADES

NOTES:

3. CORNERS OF BARRICADE RAILS SHALL BE ROUNDED.

8" TO 12"

45°

2. IF RUBBER CONES ARE USED, THEY SHALL HAVE INTERIOR RIBS FOR RIGIDITY.

3. IF PLASTIC CONES ARE USED, THEY SHALL BE COLOR IMPREGNATED.

NOTES:

1. TRAFFIC CONES SHALL CONFORM TO THE REQUIREMENTS OF NCHRP

SHALL BE ORANGE.

AND THE LATEST EDITION OF THE MUTCD.

REPORT 350 (TL-3) OR MASH FOR CATEGORY 1 DEVICES

5. THE SECTIONS OF CONES NOT COVERED WITH RETROREFLECTIVE STRIPES

SHALL BE ORANGE.

3. THE SECTIONS OF DRUMS NOT COVERED WITH RETROREFLECTIVE STRIPES

350 (TL-3) OR THE AASHTO MASH FOR CATEGORY 1 DEVICES AND THE

1. CONSTRUCTION BARRICADES SHALL CONFORM TO THE REQUIREMENTS OF NCHRP REPORT 350 (TL-3)

THE LATEST EDITION OF THE MUTCD.THE AASHTO MASH AND OR

OF

DIRECTION

TRAFFIC

PORTABLE CONSTRUCTION SIGNS

4. SIGNS INSTALLED ON TYPE III BARRICADES SHALL BE PLACED SO AS TO COVER NO MORE THAN 50 PERCENT

OF THE TOP TWO RAILS, OR 33 PERCENT OF THE TOTAL AREA OF THE THREE RAILS.

SECTION (TYP.)

CENTERED ON

12" MIN. -

24" MAX.

12" MIN. -

24" MAX.

FOR E5-1 (EXIT SIGNS) USE MIN 48".

FOR SIGN DETAILS.

ON THE PLANS OR DIRECTED BY THE ENGINEER. SEE STANDARD SHEET TR-1220_01 - "SIGNS FOR CONSTRUCTION AND PERMIT OPERATIONS"

4. PORTABLE CONSTRUCTION SIGN SUPPORTS SHOULD NOT BE USED FOR DURATION OF MORE THAN 3 DAYS EXCEPT AS OTHERWISE SHOWN

OR THE AASHTO MASH FOR CATEGORY 2 DEVICES.

. PORTABLE SIGN SUPPORTS SHALL BE STABILIZED IN A MANNER THAT WILL NOT AFFECT THEIR COMPLIANCE WITH NCHRP REPORT 350 (TL-3)3

TO MEET FIELD CONDITIONS OR AS DIRECTED BY THE ENGINEER.

2. MOUNTING HEIGHT OF SIGNS SHALL BE A MINIMUM OF 12" AND A MAXIMUM OF 24". SIGNS SHALL BE MOUNTED HIGHER AS NEEDED

MASH FOR CATEGORY 2 DEVICES AND THE LATEST EDITION OF THE MUTCD.

1. SIGNS AND THEIR PORTABLE SUPPORTS SHALL CONFORM TO THE REQUIREMENTS OF NCHRP REPORT 350 (TL-3) OR THE AASHTO

NOTES FOR PORTABLE SIGN SUPPORTS:

5' MIN.

6" TYP.

4' MIN.

6"

6"

6"

6"

42"

42" TRAFFIC CONE

6"

2"

4"

TO 36" MAX.

28" MIN.

36" MIN.

18" MIN.

RETROREFLECTIVE STRIPE (TYP.)

6" (TYP.)

3" MAX. (TYP.)

WHITE RETROREFLECTIVE STRIPE (TYP.)

RETROREFLECTIVE STRIPE (TYP.)

WHITE RETROREFLECTIVE STRIPE (TYP.)

4. THE ENTIRE AREA OF WHITE STRIPES SHALL BE RETROREFLECTIVE SHEETING.

WHITE RETROREFLECTIVE STRIPE

WHITE RETROREFLECTIVE STRIPE

2. THE ENTIRE AREA OF ORANGE AND WHITE STRIPES SHALL BE RETROREFLECTIVE SHEETING THE SIDES OF

BARRICADES FACING TRAFFIC SHALL HAVE RETROREFLECTIVE RAIL FACES.

RETROREFLECTIVE STRIPE

RETROREFLECTIVE STRIPE

SHALL BE ORANGE.

5. THE SECTIONS OF CONES NOT COVERED WITH RETROREFLECTIVE STRIPES

RETROREFLECTIVE SHEETING.

4. THE ENTIRE AREA OF FLUORESCENT ORANGE AND WHITE STRIPES SHALL BE

3. IF PLASTIC CONES ARE USED, THEY SHALL BE COLOR IMPREGNATED.

2. IF RUBBER CONES ARE USED, THEY SHALL HAVE INTERIOR RIBS FOR RIGIDITY.

AND THE LATEST EDITION OF THE MUTCD.

REPORT 350 (TL-3) OR THE AASHTO MASH FOR CATEGORY 1 DEVICES

1. TRAFFIC CONES SHALL CONFORM TO THE REQUIREMENTS OF NCHRP

NOTES:

2. THE ENTIRE AREA OF FLUORESCENT ORANGE AND WHITE STRIPES SHALL BE

RETROREFLECTIVE SHEETING.

2. REFER TO STANDARD SHEETS:

TR-1208_01 - "SIGN PLACEMENT AND RETROREFLECTIVE STRIP DETAILS."

TR-1208_02 - "METAL SIGN POSTS AND SIGN MOUNTING DETAILS."

FLUORESCENT ORANGE

WHITE RETROREFLECTIVE STRIPE

FLUORESCENT ORANGE

WHITE RETROREFLECTIVE STRIPE

FLUORESCENT ORANGE

FLUORESCENT ORANGE

ORANGE RETROREFLECTIVE STRIPE (TYP.)

WHITE RETROREFLECTIVE STRIPE (TYP.)

NCHRP REPORT 350 (TL-3) OR THE AASHTO MASH FOR CATEGORY 2 DEVICES.

5. CONSTRUCTION BARRICADES SHALL BE STABILIZED IN A MANNER THAT WILL NOT AFFECT THEIR COMPLIANCE WITH

LATEST EDITION OF THE MUTCD.

OPPOSING TRAFFIC LANE DIVIDERS

NOTES:

1. THE OPPOSING TRAFFIC LANE DIVIDERS SHALL BE MOUNTED BACK TO BACK

ON A FLEXIBLE SUPPORT POST. THE POST SHALL BE MOUNTED TO A BASE.

RETROREFLECTIVE PANEL (TYP.)

FLUORESCENT ORANGE

1' MAX.

4" MAX.

12" (TYP.)

18" (TYP.)

(TEMPORARY LANE SEPARATOR)

NEAREST TRAFFIC LANE.

2. THE LONGITUDINAL BASE SHALL HAVE SLOPING SIDES IN ORDER TO FACILITATE

CROSSOVER BY EMERGENCY VEHICLES.

GENERAL NOTE:

TYPE IV MINIMUM AS APPROVED IN THE QUALIFIED PRODUCTS LIST.

FLEXIBLE SHEETING FOR DRUMS, CONES, & BARRICADES SHALL BE

EPD JPP

K: :

Clough, Harbour & Associates, LLP 400 Capital Boulevard, Suite 301

03.19

$DATE$

SIGNATURE BLOCK: DRAWING TITLE:TOWN(S):

ROUTE 15 OVER FREEMAN BROOK

BRIDGE NO. 02150

PLOTTED DATE:

F:\P2021\0730\A58 - Stratford Bridge Replacement\Deliverables\Bid & Construction Documents\PLANS\WSA DETAIL.dgn FILE NAME: Scott.Feulner LASTED SAVED BY:

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DESIGNER/DRAFTER: SMF CHECKED BY: SMF

DETAIL

WASTE STOCKPILE AREA

TRANSPORTATION

NTS

ANTI-TRACKING PAD

6" MINIMUM

GEOTEXTILE

NO.3 OF CT DOT FORM 819 SECTION M.01.02

CRUSHED STONE CONFORMING TO GRADATION

1'-8"

SECTION A-A

WASTE STOCKPILE AREA DETAIL

1(MAXIMUM)

SECTION B-B

1(MAXIMUM)

1'-8"

GATE PLAN

OPENING - FACE TO FACE

DEGREES.

ABILITY TO SWING 180

GATES SHOULD HAVE THE

NOTE:

10'

8'

6'

4'

HEIGHT

FENCE

3.25'

3'

2.5'

2'

DEPTH

MIN.

TYPICAL DOUBLE SWING GATES

GATE ELEVATION

6"

WILL NOT BE REQUIRED.

ROADWAY AND OR PARKING LOT A COMPOSITE PAVEMENT STRUCTURE

IF THE WSA IS TO BE LOCATED ON EXISTING PAVEMENT SUCH AS

NOTE:

WASTE STOCKPILE AREA ACCESS DRIVE

" 2' 1'-8"

CONDITIONS OR AS DETERMINED BY THE ENGINEER.

INSTALLATION OF BRB SHALL BE ON PAVEMENT ONLY AND IS BASED ON FIELD

NOTE:

GROUND

EXISTING

SHEETING

30 MIL POLYETHYLENE

SAND

6" OF BEDDING

GROUND DETAIL

BEDDING SAND OVER EXISTING

COMPOSITE PAVEMENT STRUCTURE DETAIL

s e e n o te

M A

X s e e n o te

M I N

2 "

3"

CONCRETE (TYP.)

CLASS "A"

CONCRETE BLOCK (TYP.)

2' X 3' X 6' PRECAST

BCLC

GROUND

EXISTING

BLOCK (TYP.)

PRECAST CONCRETE

CONTROLLED MATERIAL

STOCKPILED

PILE (TYP.)

SHEETING TO COVER

10 MIL POLYETHYLENE

PILE (TYP.)

SHEETING TO COVER

10 MIL POLYETHYLENE

(TYP.)

SANDBAGS BOTH SIDES

GROUND

EXISTING

CONCRETE BLOCK (TYP.)

2' X 3' X 6' PRECAST

CONTROLLED MATERIAL

STOCKPILED

BCLC

ON 2.5" HMA S0.5 TRAFFIC LEVEL 2

1.5" HMA S0.375 TRAFFIC LEVEL 2,

2.5" HMA S0.5 TRAFFIC LEVEL 2

1.5" HMA S0.375 TRAFFIC LEVEL 2, ON

POST

GATE

GATE POST (4" O.D.)

LATCH W/ STRIKE STRAP

U-SHAPED ACCESSIBLE

CHAIN LINK FABRIC

(TYP 4 SIDES)

2"X 2" SQ GATE FRAME

SIDES)

TENSION BAR (TYP 4

DROP BAR

TO RECEIVE

CONCRETE BASE

DROP BAR

BARRIER (BRB)

RUNOFF CONTROL

BITUMINOUS CONCRETE

EDGE OF PAVEMENT

EXISTING GROUND

S0.5 TRAFFIC LEVEL 2

LEVEL 2, ON 2.5" HMA

1.5" HMA S0.375 TRAFFIC

HEAVY VEHICLES

TO 12" IN AREAS THAT SUPPORT

BASE, INCREASE TOTAL DEPTH

8" PROCESSED AGGREGATE

ENGINEER

DETERMINED BY THE

SHOWN ON PLANS OR AS

6" BCLC AT LOCATIONS

TACK COAT

ASPHALT

BARRIER (BRB)

RUNOFF CONTROL

BITUMINOUS CONCRETE

TO 95% FOR A DEPTH OF 1')

SUITABLE SUBGRADE (COMPACTED

PAD, SEE NOTE 2

ANTI-TRACKING

PAD, SEE NOTE 2

ANTI-TRACKING

2.5" HMA S0.5 TRAFFIC LEVEL 2

1.5" HMA S0.375 TRAFFIC LEVEL 2, ON

GENERAL NOTES: LATCH W/ STRIKE STRAP

U-SHAPED ACCESSIBLE

CONTROL BARRIER (BRB) DETAIL

BITUMINOUS CONCRETE RUNOFF

OTHER NATURAL OR ARTIFICIAL BARRIERS.

PREVENTATIVE MEASURES MAY BE ACCOMPLISHED THROUGH THE USE OF

IN AREAS WHERE THERE IS LIMITED ACCESS, OTHER APPROPRIATE B.

UNLIMITED ACCESS AVAILABLE TO PEDESTRIANS AND/OR TRAFFIC.

PREVENT UNAUTHORIZED ENTRY ONTO STOCKPILES WHERE THERE IS

A.CHAIN LINK FENCE MAY BE UTILIZED IN RESIDENTIAL NEIGHBORHOODS TO

NOTES:

PLAN OR THE AREAS OF ENVIRONMENTAL CONCERN PLAN(S).

NEW OR EXISTING PAVEMENT, BEDDING SAND, OR OTHER MATERIAL AS SHOWN ON THE WSA

THE WSA SURFACE WILL VARY BASED ON PROJECT SPECIFICS AND MAY BE CONSTRUCTED ON

TRANSFER OR INFILTRATION OF CONTAMINANTS FROM THE STOCKPILES TO THE GROUND.

5. THE WSA SURFACE SHALL BE SUFFICIENTLY IMPERVIOUS TO PREVENT OR MINIMIZE THE

CONSTRUCTION.

OF THE BIN(S) SHALL BE 30' WIDE BY 36' LONG OR AS DIRECTED BY THE ENGINEER DURING

4. HEIGHT OF THE CONCRETE BLOCKS, STOCKPILED CONTROLLED MATERIAL AND CONFIGURATION

PROVIDE ACCESS FOR MAINTENANCE.

THE WSA CONCRETE BLOCK WALLS SHALL REMAIN CLEAR AND FREE OF ANY OBJECT TO

3. WHERE FEASIBLE, A MINIMUM DISTANCE OF 5' IMMEDIATELY OUTSIDE THE PERIMETER OF

2002-SECTION 5-12."

WITH "CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL,

2. ANTI-TRACKING PAD SHALL BE INSTALLED AS SHOWN ON THE WSA PLAN AND IN ACCORDANCE

1. WSA INSTALLATION AND ALL REQUIRED MATERIALS ARE AS INDICATED ON THE WSA PLAN.

POST TOP

FRAME

TO MAKE A SOLID

ALL JOINTS WELDED

PAVEMENT

50'

20'

EC-01REHABILITATION OF BRIDGE NO. 02150; CARRYING ROUTE

15 OVER FREEMAN BROOK

K: :

Clough, Harbour & Associates, LLP 400 Capital Boulevard, Suite 301

03.20