index of drawings - ct.gov · vc 2 4 ' ' p v c 18 'p v c 4 8 ' ' p v c...

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

SCALE 1"=40'

40 800

SCALE IN FEETOF 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

12/4/2018

BLOCK:

SIGNATURE/

...\ENV-01_ENV_SHEET_0138-0248.dgn

Border Version: 11/29/13

Plotted Date:

CONNECTICU

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INDEX OF DRAWINGS

ENV-02

ENV-01

ENVIRONMENTAL SAMPLING LOCATIONS

ENV-03 ENVIRONMENTAL SAMPLING LOCATIONS

ENV-04


ENV-07

ENV-08

ENV-10

ENV-09


RAYMARK WASTE LOCATION PLAN

RAYMARK WASTE LOCATION PLAN

ENV-11

ENV-12

ENV-13

ENV-14

ENV-15

ENV-16

ENV-17

NUMBER

DRAWING

NUMBER

DRAWING

INDEX OF DRAWINGS

DRAWING TITLE DRAWING TITLE

RECONSTRUCTION OF INTERCHANGE 33

ON I-95

STRATFORD

ENV-01DM

INDEX OF DRAWINGS

0138-0248CL/KH

ENV-18 ASBESTOS COVER DETAILS

RAYMARK WASTE CROSS SECTION STA. 32+69 TO 32+79






RAYMARK WASTE CROSS SECTION STA. 39+47


RAYMARK WASTE CROSS SECTION STA. 78+20

ENV-19 TRUCK ROUTE - RAYMARK WASTE

ENV-20 WASTE STOCKPILE AREA (WSA) LOCATION AND DETAILS

ENVIRONMENTAL SAMPLING LOCATIONS

TRC ENVIRONMENTAL INC.DESIGNED BY:

10 - ENVIRONMENTAL

10.01

(FN

D)

MO

N

(FN

D)

REB

AR

#411 B

AR

NU

M

AVEN

UE C

UT

OFF

#500

#301

#54

VETER

ANS B

OULEV

AR

D

(FN

D)

CH

D

(FN

D)

CH

D

(FN

D)

CH

D

(FN

D)

RAN(D

AM

AGED)

RAN (F

ND)

(FN

D)

CH

D

(FN

D)

CH

D

#345

WO

ODS

WO

ODS

WO

ODS

WO

ODS

WO

ODS

WO

ODS

WO

ODS

WO

ODS

WO

ODS

BIR

CH

20"

BIR

CH

20"

ST-4

BIR

CH

24"

BIR

CH

12"

BIR

CH

36"

GR

ASS

PIN

E

10"

PEAR

10"

BIR

CH

12"

PEAR

3"

PEAR

3"

PEAR

3"

(FN

D)

CH

D

ST-3

ST-2

8'' PVC

4'' P

VC

15'' C

MP

15'' C

MP

48''SEWER

48''SEWER

4'' P

VC

8'' PVC

12'' CMP

15'' R

CP

48''S

EW

ER

15"C

AS

T IR

ON

APPROX LOC 16"WATER

APPROX LOC 8"WATER

APPR

OX LO

C 8"W

ATER

APPROX LOC 6"GAS

A

PP

RO

X

LO

C

2"

GA

S

A

PP

RO

X

LO

C

6"

GA

S

APPROX LOC 2"GAS

A

PP

RO

X

LO

C 4"

GA

S

APPR

OX LO

C ELEC

ST-6

6

APPROX LOC ELEC

R=17.15

MAN

HOLE

B.M.

53+

00

54+

00

55+

00

0+00

1+00 2+00

31+00

32+00

12.54

12.11

12.8113.11

13.80 14.19 14.61 15.03

15.45

90+00 91+00

83+00 84+0086+00 87+00 88+00 89+00 90+00 91+00

30+01

30+01

31+00

32+00

70+00

71+00

72+00

73+00

74+00 75+00

STRATFORD

ENVIRONMENTAL

RECONSTRUCTION OF INTERCHANGE 33

ON I-95

0138-0248

DM

CL/KH

FERRY BOULEVARD (ROUTE 130)

VETER

ANS B

OULE

VAR

D

I-95 S.B. EXIT 33 ON RAMP

I-95 S.B.

I-95 N.B.

83

CO

ORDIN

ATE GRID

AD

CO

NNECTIC

UT

POB

POB

MA

TC

H

MA

RK - S

EE

DR

AWIN

G

EN

V-03

SAMPLING LOCATIONS

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40'

40 800








12/4/2018

BLOCK:

SIGNATURE/



Plotted Date:

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PO

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ATI

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INT-33-HS-4

INT-33-HS-5 INT-33-HS-6

INT-33-HS-2

INT-33-HS-32

INT-33-HS-33

INT-33-HS-34

INT33-SB1

INT33-SB4

INT33-SB5

INT33-SB22

INT-33-HS-3

INT-33-HS-2

INT-33-HS-1

INT33-SB6

INT33-SB7

INT33-SB8

INT33-SB2

INT33-SB3

INT33-SB10

MATCH MARK - SEE DRAWING ENV-06

MATCH M

ARK - SEE DRAWING

ENV-06

INT33-SB1

LEGEND

ENVIRONMENTAL SAMPLING LOCATION

ENV-02

The entire project area is a groundwater AOEC.

comply with appropriate contract specifications.

Site Control, Security and Health and Safety must

Soil (ACS) Area of Environmental Concern (AOEC).

The entire project area is an Asbestos Contaminated

Notes:

INT33-BE02

INT33-BE03

INT33-BE05

10.02

PV

MT.

UN

DER

CO

NC.

W-4

W-2 W

-3

(DA

MAGED)

RAN (F

ND)

#44

BO

ULEV

AR

D

FERR

Y

#608

#570

#550

#540

#28

#375 B

AR

NU

M

AVEN

UE C

UT

OFF

#301

(FN

D)

CH

D

(FN

D)

REB

AR

CH

D

BIT DRIV

EWAY

BIT DRIV

EWAY

PAR

KIN

G

BIT

BIT DRIV

EWAY

BIT DRIV

EWAY

PAR

KIN

G

BIT

155

SAN

MH

PAR

KIN

G

BIT

154

SAN

MH

CONC WALKCONC WALK

CONC WALKCONC WALK

CONC WALK

PAR

KIN

G

BIT

I-95 NORTHBOUND

I-95 SOUTHBOUND

BARNUM AVENUE CUTOFF

MH 210

SAN

POLE

SP

AN

CO

NC

WALK

CO

NC

WAL

K

CO

NC

WALK

BO

X

CO

NTR

OL

TR

AFFIC

CO

NC C

URB

CONC CURB

CONC CURB

CONC CURB

CONC CURB

CO

NC

CURB

WELL'S

MO

N

CO

NC C

URB

(FN

D)

CH

D

156

BOLTED

SAN

MH

157

BOLTED

SAN

MH

MH 205

SAN

48'' P

VC

48'' P

VC

48''S

EWER

48''S

EW

ER

48''S

EW

ER

36'' P

VC

8''SEWER

3'' PVC

12'' P

VC 4"

PVC

P

VC

24''

48'' PVC

48'' PVC

18'' P

VC

18'' PVC

24'' P

VC

18'' PVC

48'' PVC

48'' PVC

36'' P

VC

48'' PVC

36'' PVC

CR

AC

KED

CO

VER

R=9.17

SAN

MH 15

6A

N/F

RAN

N/F

RAN

BIT

CO

NC

CU

RB

POSTS

WO

OD

CONC CURB

PAR

KIN

G

BIT

FERRY BOULEVARD (CT ROUTE 130)

B.M.

FF

OT

UC

EU

NE

VA

MU

NR

AB

EN

D

ANC

HO

R

10+00

3+00

4+005+00

6+008+00

9+00 9+829+82

0+00

1+00

2+00

59+50

59+50

60+00

61+00

62+00

63+00

64+00

65+00

66+00

67+00

67+19

32+00

33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+0041+00

92+00 93+00 94+00 95+00 96+0098+00

100+00

102+00

92+00 93+00 94+00 95+00 96+00 97+00 98+0099+00

100+00101+00

102+00

59+00

60+00

61+00

62+00

63+00

64+00

65+00

66+00

67+0067+19

32+00

33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+0041+00

76+00 77+00

78+00

79+00

80+00

81+00 82+00 83+00

84+00

11+00

12+00

7+00

99+00

97+00

101+00

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40'

40 800








12/4/2018

BLOCK:

SIGNATURE/



Plotted Date:

CONNECTICU

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RECONSTRUCTION OFINTERCHANGE 33

ON I-95

DM

CL/KH 0138-0248

MA

TC

H

MA

RK - S

EE

DR

AWIN

G

NO.

EN

V-04

).B.S( 1 E

TUOR .S.U

U.S. ROUTE 1 (N.B.)

.B.N 59-I

MATCH MARK - SEE DRAWING NO. PLN-05

PT

PC

ENVIRONMENTAL

MA

TC

H

MA

RK - S

EE

DR

AWIN

G

FERRY BLVD. N.B. (ROUTE 130)

BA

RN

UM

AVE. C

UT

OFF

83

CO

ORDIN

ATE GRID

AD

CO

NNECTIC

UT

~

.B.S 59-I

SAMPLING LOCATIONS

INT33-SB10

INT33-SB23R

INT33-SB36 INT-33-HS-36

INT-33-HS-37

INT33-SB24

INT33-SB11

INT-33-HS-8

INT-33-HS-9

INT33-SB12

INT-33-HS-35

INT33-SB26

INT-33-HS-38

INT33-SB37

INT-33-HS-41

INT33-SB38

INT33-SB39

INT-33-HS-42

INT33-SB28

INT33-SB33INT33-SB30

INT33-SB27

INT33-SB32

INT33-SB31

INT-33-HS-43

INT-33-HS-11

INT-33-HS-12

INT-33-HS-13

INT33-SB16

INT-33-HS-14

INT33-SB20

INT-33-HS-10

INT33-SB14

INT33-SB13

INT33-SB17

INT33-SB19

INT33-SB18

INT33-SB15


NO.

EN

V-02

CURBCONCRETE

LEGEND

INT33-SB34 ENVIRONMENTAL SAMPLING LOCATION

INT-33-HS-46

LOCATIONS

SAMPLING

ADDITIONAL

ENV-08 FOR

SEE DRAWING

LOCATIONS

SAMPLING

FOR ADDITIONAL

ENV-07 AND ENV-08

SEE DRAWINGS

ENV-03

The entire project area is a groundwater AOEC





Notes:

INT33-BE06

INT33-BE08

INT33-BE09

INT33-BE10

INT33-BE11INT33-BE12

INT33-BE13

INT33-BE14

INT33-BE15

INT-33-HS-40

INT-33-HS-26

INT33-SB25

INT33-SB29

INT-33-HS-45INT-33-HS-44

10.03

APPROX LOC

6"GAS

APPROX LOC 6"GAS

15''RCP15''RCP

15''RCP

18''R

CP

18''R

CP

42''R

CP

#50 EAST

MAIN

(FN

D)

CH

D

BIL

LB

OA

RD

POLE

SP

AN

ST-7

POLE

SP

AN

POLE

SP

AN

POLE

SP

AN

ST-17

ST-18

12'' R

CP

12'' RCP

15'' RCP

15'' RCP

15'' RCP

15'' RCP

18'' RCP

12'' PVC

42''R

CP

18'' RCP

15'' R

CP

15'' RCP

15'' RCP

8"SEWER

8"S

EWER

8"SEWER

18'' R

CP

18'' RCP

24''

RCP

12'' RCP

24''PVC

24'' PVC

18'' P

VC

18'' PVC

PVC 18''

48'' PVC

PVC 18''

15'' PVC

48'' PVC

15'' R

CP

APP

RO

X LO

C 16"

WATER

APPR

OX LO

C 12"

WATER

APPR

OX LO

C 16"

WATER

APPROX LOC 16"WATER

A

PP

RO

X

LO

C

8"

WA

TE

R

APPROX LOC

8"WATER

APPR

OX LO

C 6"G

AS

CO

NSTR

UCTIO

N

UN

DER

SE

WE

R

SE

WE

R

30'' C

MP

SEWER

SEWER

30'' RCP

30''R

CP

18'' RCP

15'' RCP

30'' R

CP

15'' R

CP

15'' RCP

15'' RCP

SE

WE

R

18''

RCP

SP

UR-14

76

SEWER

24'' R

CP

24'' R

CP

18'' R

CP

SE

WE

R

SE

WE

R

N/F

RAN

N/F

RAN

N/F

RAN

APP

RO

X L

OC 6"G

AS

DELIN.

24'' R

CP

24''R

CP

24''R

CP

18'' RCP

18'' R

CP

BM

CGS

12''RCP

12''RCP

12''RCP

12''RCP

12''RCP

12''RCP

12''RCP

RAN13

89

RAN

RAN

APPR

OX LO

C 6"G

AS

FIL

L PIP

E

FIL

L PIP

EFIL

L PIP

E

15'' R

CP

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40'

40 800








12/4/2018

BLOCK:

SIGNATURE/



Plotted Date:

CONNECTICU

T

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RT

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O F TRANS

PO

RT

ATI

ON

DM

CL/KH


ON I-95

STRATFORD 0138-0248

I-95 S.B

.

I-95 N.B.

(R

OU

TE 110)

EA

ST

MAIN

ST.

MA

TC

H

MA

RK - S

EE

DR

AWIN

G

NO. E

NV-05

MA

TC

H

MA

RK - S

EE

DR

AWIN

G

NO.

EN

V-03

U.S. ROUTE 1 (N.B.)

U.S. R

OUTE 1 (S.B.)

U.S. ROUTE 1 (S.B.)

83

CO

ORDIN

ATE GRID

AD

CO

NNECTIC

UT

22'

4'

22'

22'

INT-33-HS-15

INT-33-HS-17

INT-33-HS-18

INT-33-HS-19

INT-33-HS-20

INT-33-HS-21

INT-33-HS-22

INT-33-HS-23

INT-33-HS-25

INT-33-HS-26

INT-33-HS-27

INT-33-HS-47

INT-33-HS-48

INT33-SB40 INT33-SB41

INT33-SB42

INT33-SB47

INT33-SB43

INT-33-HS-16

INT-33-HS-24

INT33-SB46

INT-33-HS-28

INT33-SB44

INT-33-HS-48 ENVIRONMENTAL SAMPLING LOCATION

LEGEND

ENV-04






Notes:

ENVIRONMENTALSAMPLING LOCATIONS

16+00

17+00

18+00

19+00

20+00

42+0043+00

44+00 45+00

46+0046+00

25

25

25

25

25

25

42+00

43+00

44+00

45+00

46+00

47+00

48+00

49+00

12+00

13+00

14+00

15+00

10.04

#45

#55

#65

#29

#27

#25

#94

#50

#28

#955 FERR

Y

BO

ULEV

AR

D

BIL

LB

OA

RD

ST-9

805

SP

UR

ST-8

ST-14

CH

AIN LIN

K FEN

CE

ST-10

12"PVC

10'' P

VC

10'' P

VC

18'' C

MP

18'' C

MP

15"RCP

APPROX LOC 8"WATER

APPROX LOC 4"GAS

THE D

OCK S

HOPPIN

G C

ENTE

R

10.6

12.6

13.6

15.8

16.2

16.5

17.4

17.7

18.2

18.3

18.5

18.6

23.2

26.1

48.2

53.0

C

1+700

1+800

21+00

22+00

23+00

24+00

25+00

26+00

27+00

50+00

51+00

52+00

53+00

54+00

55+00

56+0056+23

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40'

40 800








12/4/2018

BLOCK:

SIGNATURE/



Plotted Date:

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MA

TC

H

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NO. E

NV-04

0138-0248STRATFORD

ENVIRONMENTAL


ON I-95

DM

CL/KH

83

CO

ORDIN

ATE GRID

AD

CO

NNECTIC

UT

22'

10'

5'

SAMPLING LOCATIONS

INT-33-HS-29

INT-33-HS-30

INT-33-HS-31

INT33-SB48

INT33-SB51

MWB-SB21

MWB-SB20

MWB-SB19

INT33-SB52

INT33-SB50

INT33-SB49


LEGEND

ENV-05






Notes:

10.05

E-7

TEST PI

TPROP

(FND)

MON

BOULEVARD

VETERANS

#100

47

SAN MH

124

SAN MH

ST-21

CP-18

ST-1

1138

SPUR

USACE-1

POLE

SPAN

POLE

SPAN

POLE

SPAN

POLE

SPAN

BOX

CONTROL

TRAFFIC

BOX

CONTROL

TRAFFICPOLE

SPAN

MBR

MB

R

MBR

MB

R

B.M.

MB

R

MB

R

MB

R

WELL'S

MON

WELL

MON

RE

TAININ

G

WA

LL

RETAINING WALL

1205

SPUR

125

STORM MH

24'' R

CP

12'' P

VC

12'' P

VC

18'' P

VC

18'' P

VC

15'' RCP

12'' RCP

12'' R

CP

12'' RCP

15'' RCP

12'' RCP

18'' RCP

48''S

EW

ER

24'' RCP

24'' PVC

48'' P

VC

48''S

EW

ER

15'' RCP

12'' R

CP

18'' RCP 18'' RCP

24'' RCP

24'' PVC

12'' P

VC

6" S

AN

12'' R

CP

18'' R

CP

12'' P

VC

18'' R

CP

24'' PVC

24'' P

VC

4" P

VC

48'' PVC

15'' R

CP

15'' RCP

15'' R

CP

15"C

AST IR

ON

APPR

OX LO

C 8"W

ATER

APPROX LOC 8"WATER

APPR

OX LO

C 6" G

AS

APPR

OX LO

C 4" G

AS

48'' PVC

12"CI

10"CI

APPROX LOC 345KV CONDUIT



12"R

CP

CONCRETE MONUMENT

NAVD 1988

13.0

13.4

14.3

15.9

16.2

17.0

17.4 18.3

18.3

19.2

19.8

20.520.7

21.2

21.3

21.4

22.0

22.2

22.5

23.1

23.3

23.3

23.3

23.5

23.9

24.1

24.2

25.4

26.1

26.2

26.3

26.3

26.5

26.6

26.8

30.4

32.1

50+

00

51+

00

52+00

53+2353+23 54+00 55+00 56+00 57+00 58+00

APPRO

XIMATE STR

EET LINE

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40'

40 800








12/4/2018

BLOCK:

SIGNATURE/

...\ENV-06_ENV_SHEET_0138-0248.dgnPlotted Date:

CONNECTICU

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PA

RT

ME

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O F TRANS

PO

RT

ATI

ON


ON I-95

STRATFORD

DM

CL/KH

ENVIRONMENTAL

0138-0248

MATCH MARK

- S

EE D

RAWING

ENV-02

MATCH MARK - SEE

DR

AWIN

G

NO. EN

V-0

2

MATCH

MARK

- SEE D

RAWIN

G NO. E

NV-03U.S. ROUTE 1 (S.B.)

VE

TE

RA

NS

BL

VD.

83

CO

OR

DIN

ATE

GRID

AD

CO

NN

EC

TIC

UT

21'R

'0

32

R

'5

8

R

'0

8

R

'8

4

R

26'

2'

SAMPLING LOCATIONS

INT33-SB9


LEGEND

ENV-06






Notes:INT33-BE01

10.06

(D.O.T.)

CO

NNECTIC

UT

STATE OF

NON ACCESS HWY LINE

#7115

UI

48''SEWER

54'' RCP

18'' RCP

RC

P15''

54'' RCP

12'' R

CP

54'' RCP

APPROX LOC 2"GAS

18'' RCP

#4643

SNET

#7037

UI

#4642

SNET

NON ACCESS HWY LINE

48'' R

CP

VAULT

7'X15' C

ONC

APPR

OX LO

C FIB

ER

OPTIC

S C

ON

DUIT

10

UI7514

15

15

20

20

25

25

30

30

30

35

35

35

2+00

31+00

32+00

33+00 34+00 35+00

30+01

30+01

31+00

32+00

33+00 34+00 35+00

74+0075+00

76+0077+00

78+00

79+00


ON I-95

STRATFORD 0138-0248

PLAN

RAMP C

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=20'

20 400








12/4/2018

BLOCK:

SIGNATURE/

...\ENV-07_CNS_SHEET_0138-0248.dgn


Plotted Date:

CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON

83

CO

ORDIN

ATE GRID

AD

CO

NNECTIC

UT

FERRY BOULEVARD

E 897976.3482

N 632924.4182

$FILE$

E 897965.2918

N 632928.6008

E 897951.5330

N 632934.7080

SCALE: 1" = 20'

MA

TC

H

LI

NE

SE

E

DR

AW

IN

G

EN

V-08

ENV-07RAYMARK WASTELOCATION PLAN

DM

CL/KH

INT33-200

INT33-201

INT33-202

INT33-204

INT33-207INT33-206INT33-205

INT33-203

INT33-217

INT33-212

INT33-215

RMW RAYMARK WASTE

LEGEND

RAYMARK WASTE DELINEATION (SEE CROSS SECTIONS)

RMW AREA 2: SEE CROSS SECTIONS FOR ELEVATIONS




INT33-SB136

INT33-SB137



INT33-211

INT33-209INT33-208

INT33-210


INT33-SB127

INT33-SB126

INT33-SB119 INT33-SB120 INT33-SB121 INT33-SB122 INT33-SB123

INT33-SB118

INT33-SB117INT33-SB116INT33-SB115INT33-SB114


INT33-SB105

INT33-SB106 INT33-SB107INT33-SB108

INT33-SB109

INT33-SB113

INT33-SB112INT33-SB23R


INT33-SB102INT33-SB103 INT33-SB104

ENVIRONMENTAL SAMPLING LOCATION


NOTE:

10.07

15''RCP

18''R

CP

18''R

CP

#7422

UI

#6614

SNET

#2405

UI

POLE

SP

AN

CO

NC

WAL

K

BO

X

CO

NTR

OL

TR

AFFIC

#3041

UI

18'' RCP18'' RCP

18'' RCP

12'' R

CP

12'' RCP

12'' R

CP

18'' R

CP

12'' RCP

NON-ACCESS HIGHWAY LINE R.O.W MAP 138-15 SHEET 7 OF 8

15'' RCP

24'' R

CP

APPR

OX LO

C FIB

ER

OPTIC

S C

ON

DUIT

12''RCP

12''RCP

12''RCP

12''RCP

12''RCP

12''RCP

10

10

15

15

1520

20

20

20

20

25

25

25

25

25

30

30

30

30

3535

62+00

63+00

64+00

36+00 37+00 38+00 39+0040+00

41+00

42+00

62+00

63+00

64+00

36+00 37+00 38+00 39+0040+00

41+00

42+00

80+00

81+0082+00

83+00

16


ON I-95

STRATFORD 0138-0248

$FILE$

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=20'

20 400








12/4/2018

BLOCK:

SIGNATURE/

...\ENV-08_CNS_SHEET_0138-0248.dgn


Plotted Date:

CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON

INT33-213 INT33-214

INT33-218

INT33-219

INT33-216

RMW RAYMARK WASTE

LEGEND

ENV-08RAYMARK WASTELOCATION PLAN

DM

CL/KH

RAYMARK WASTE DELINEATION (SEE CROSS SECTIONS)

INT33-SB152INT33-SB151INT33-SB150


INT33-230INT33-229INT33-228

INT33-231 INT33-232

INT33-233 INT33-234 INT33-235


INT33-SB158INT33-SB159 INT33-SB160

INT33-SB143

INT33-SB146

INT33-SB149

INT33-SB145

INT33-SB144

INT33-222INT33-221INT33-220

INT33-223

INT33-225 INT33-226 INT33-227

INT33-SB148INT33-224INT33-SB147

INT33-SB161



INT33-SB142INT33-SB141INT33-SB140

INT33-SB135

INT33-SB130 INT33-SB131 INT33-SB132

ELEVATIONS

CROSS SECTIONS FOR

RMW AREA 3: SEE

ELEVATIONS

CROSS SECTIONS FOR

RMW AREA 4: SEE

ELEVATIONS

CROSS SECTIONS FOR

RMW AREA 5: SEE

ENVIRONMENTAL SAMPLE LOCATION


NOTE:

10.08

STA. 32+69

STA. 32+79

1

2

} RAMP C

} RAMP C

10

15

20

25

30

35

40

10

15

20

25

30

35

2010070 60 50 40 30 20 10

40

5040302010010203040

0 10 20 30 40 50 60

5040302010010203040

80 30 40 50 60

10203040506070

506070 60

70 60 50 6080

80

80

40

35

30

25

20

15

10

50

30

50

45

40

35

30

25

20

15

10

45

50 50

45

1

2

MA

TC

H

FE

RR

Y

BL

VD. (S.B.) } S

TA. 76+

09.8

0, 38.8

0' R

T.

MA

TC

H

FE

RR

Y

BL

VD. (S.B.) } S

TA. 76+

18.7

0, 39.6

0' R

T

SWALE

SWALE

PROPOSED GRADE

PROPOSED GRADEEXISTING GRADE

EXISTING GRADE

IN

T33-205

IN

T33-203

IN

T33-200

IN

T33-S

B116

IN

T33-201

IN

T33-S

B23

IN

T33-206

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=5'

5 100








10/29/2018

BLOCK:

SIGNATURE/

...\ENV-09_CNS_SHEET_0138-0248.dgnPlotted Date:

CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON


ON I-95

STRATFORD

ENV-09

STA. 32+69 TO 32+79

0138-0248

DM

CL/KH

IN

T33-S

B23

R

RAYMARK WASTE CROSS SECTION

NOT FOR CONSTRUCTION

RMW

RMW

RMW

RMW

RMW AREA 1

RMW AREA 1

18.59

3.4%18.93

3.4%19.34

3.4%

19.75

3.6%

19.67

19.14

3.4%19.48

3.4%19.88

3.4%

20.29

3.6%

20.15

10.09

STA. 32+89

STA. 35+73

} RAMP C

} RAMP C

10

15

20

25

30

35

40

10

15

20

25

30

35

2010070 60 50 40 30 20 10

40

5040302010010203040

0 10 20 30 40 50 60

5040302010010203040

80 30 40 50 60

10203040506070

506070 60

70 60 50 6080

80

80

SWALE

SWALE

PROPOSED GRADE

PROPOSED GRADE

EXISTING GRADE

EXISTING GRADE

40

35

30

25

20

15

10

50

30

50

45

40

35

30

25

20

15

10

45

50 50

45

1

2

MA

TC

H

FE

RR

Y

BL

VD. (S.B.) } S

TA. 76+

24.5

0, 40.5

0' R

T.

IN

T33-207

IN

T33-204

IN

T33-202

IN

T33-217

IN

T33-215

IN

T33-212

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=5'

5 100








10/29/2018

BLOCK:

SIGNATURE/


CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON


ON I-95

STRATFORD

ENV-10

STA. 32+89 TO 35+73

0138-0248

DM

CL/KH



RMW AREA 3

RMW AREA 1

RMW AREA 1

RMW AREA 1

19.68

3.4%20.02

3.4%20.43

3.4%

20.84

3.6%

20.69

34.86

1.5%35.01

1.5%

35.17

4.0%

35.01

10.10

STA. 35+83

STA. 35+93

} RAMP C

} RAMP C

10

15

20

25

30

35

40

10

15

20

25

30

35

2010070 60 50 40 30 20 10

40

5040302010010203040

0 10 20 30 40 50 60

5040302010010203040

80 30 40 50 60

10203040506070

506070 60

70 60 50 6080

80

80

SWALE

SWALE PROPOSED GRADE

PROPOSED GRADE

EXISTING GRADE

EXISTING GRADE

40

35

30

25

20

15

10

50

30

50

45

40

35

30

25

20

15

10

45

50 50

45

IN

T33-218

IN

T33-S

B26

IN

T33-213

IN

T33-219

IN

T33-216

IN

T33-214

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=5'

5 100








10/29/2018

BLOCK:

SIGNATURE/


CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON


ON I-95

STRATFORD

ENV-11

STA. 35+83 TO 35+93

0138-0248

DM

CL/KH



RMW AREA 3

RMW AREA 3

35.17

1.5%35.32

1.5%

35.49

4.0%

35.33

35.47

1.5%35.62

1.5%

35.79

4.0%

35.63

10.11

STA. 38+39

STA. 38+49

} RAMP C

} RAMP C

10

15

20

25

30

35

40

10

15

20

25

30

35

2010070 60 50 40 30 20 10

40

5040302010010203040

0 10 20 30 40 50 60

5040302010010203040

80 30 40 50 60

10203040506070

506070 60

70 60 50 6080

80

80

PROPOSED GRADE

EXISTING GRADE

PROPOSED GRADE

EXISTING GRADE

40

35

30

25

20

15

10

40

35

30

25

20

15

10

05

00

05

00

00

05

00

05

SWALE

SWALE

IN

T33-225

IN

T33-223

IN

T33-220

IN

T33-226

IN

T33-S

B32

IN

T33-221

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=5'

5 100








10/29/2018

BLOCK:

SIGNATURE/


CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON


ON I-95

STRATFORD

ENV-12

STA. 38+39 TO 38+49

0138-0248

DM

CL/KH



RMW AREA 4

RMW AREA 4

36.01

3.6%36.38

3.6%

36.54

3.4%

35.74

4.0%36.14

4.0%

36.31

3.0%

10.12

STA. 38+59

STA. 38+74

} RAMP C

} RAMP C

10

15

20

25

30

35

40

10

15

20

25

30

35

2010070 60 50 40 30 20 10

40

5040302010010203040

0 10 20 30 40 50 60

5040302010010203040

80 30 40 50 60

10203040506070

506070 60

70 60 50 6080

80

80

PROPOSED GRADE

PROPOSED GRADE

EXISTING GRADE

EXISTING GRADE

40

35

30

25

20

15

10

40

35

30

25

20

15

10

05

00

05

00

00

05

00

05

SWALE

SWALE

IN

T33-227

IN

T33-224

IN

T33-222

IN

T33-222

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=5'

5 100








10/29/2018

BLOCK:

SIGNATURE/


CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON


ON I-95

STRATFORD

ENV-13

STA. 38+59 TO 38+74

0138-0248

DM

CL/KH



RMW AREA 4

RMW AREA 4

35.45

4.3%35.88

4.3%

36.05

2.7%

35.03

4.3%35.46

4.3%

35.63

2.7%

10.13

STA. 39+27

STA. 39+37

} RAMP C

} RAMP C

10

15

20

25

30

35

40

10

15

20

25

30

35

2010070 60 50 40 30 20 10

40

5040302010010203040

0 10 20 30 40 50

5040302010010203040

80 30 40 50

10203040506070

506070

70 60 5080

80

80

EXISTING GRADE

EXISTING GRADE

40

35

30

25

20

15

10

40

35

30

25

20

15

10

05

00

05

00

00

05

00

05

PROPOSED GRADE

PROPOSED GRADE

SWALE

SWALE

IN

T33-233

90

90

90

90

IN

T33-231

IN

T33-228

IN

T33-234

IN

T33-S

B33

IN

T33-229

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=5'

5 100








10/29/2018

BLOCK:

SIGNATURE/


CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON


ON I-95

STRATFORD

ENV-14

STA. 39+27 TO 39+37

0138-0248

DM

CL/KH



RMW AREA 5

RMW AREA 5

2.7%

34.23

4.3%34.06

4.3%33.63

2.7%

34.01

4.3%33.85

4.3%33.42

10.14

STA. 39+47

} RAMP C

10

15

20

25

30

35

2010070 60 50 40 30 20 10

40

0 10 20 30 40 50

80 30 40 50

1020304050607080

PROPOSED GRADE

EXISTING GRADE

40

35

30

25

20

15

10

00

05

00

05

SWALE

IN

T33-235

90

90

IN

T33-232

IN

T33-230

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=5'

5 100








10/29/2018

BLOCK:

SIGNATURE/


CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON


ON I-95

STRATFORD

ENV-15

0138-0248

DM

CL/KH

STA. 39+47


NOT FOR CONSTRUCTIONRMW AREA 5

2.7%

33.81

4.3%33.65

4.3%33.22

10.15

70605040302010040 30 20 10

70605040302010040 30 20 10

STA. 78+00

STA. 78+10

506070

506070

RO

WR

OW

{ FERRY BLVD. (S.B.)

{ FERRY BLVD. (S.B.)

15

20

10

15

25

30

35

10

15

20

10

15

20

20

25

30

25

30

25

30

40

45

35

40

3535

45

50

10

4040

50

18.53

4.0%18.73

1.5%

18.89

1.5%

18.73

4.0%

18.53

0000

05 05

ST

A. 34+

72.0

0, 57.7

0' LT.

MA

TC

H

RA

MP

C }

18.49

4.0%18.67

1.5%

18.83

1.5%

18.67

4.0%

18.49

ST

A. 34+

62, 56.0

7' LT.

MA

TC

H

RA

MP

C }

IN

T33-210

IN

T33-208

IN

T33-S

B37

PROPOSED GRADE

EXISTING GRADE

EXISTING GRADE

PROPOSED GRADE

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=5'

5 100








10/29/2018

BLOCK:

SIGNATURE/


CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON


ON I-95

STRATFORD

ENV-16

0138-0248

DM

CL/KH

STA.78+00 TO STA. 78+10RAYMARK WASTE CROSS SECTIONS


RMW AREA 2

RMW AREA 2

10.16

70605040302010040 30 20 10

70605040302010040 30 20 10

STA. 78+20

506070

506070

RO

W{ FERRY BLVD. (S.B.)

15

20

10

15

25

30

35

10

15

20

10

15

20

20

25

30

25

30

25

30

40

45

35

40

3535

45

50

10

4040

50

0000

05 05

18.60

4.0%18.80

1.5%

18.96

1.5%

18.80

4.0%

18.60

ST

A. 34+

81.9, 58.6

0' LT.

MA

TC

H

RA

MP

C }

IN

T33-209

EXISTING GRADE

PROPOSED GRADE

IN

T33-211

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=5'

5 100








10/29/2018

BLOCK:

SIGNATURE/


CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON


ON I-95

STRATFORD

ENV-17

0138-0248

DM

CL/KH

STA. 78+20

RAYMARK WASTE CROSS SECTIONS


RMW AREA 2

10.17

EXISTING GRADE

BEGIN EXCAVATION 1' ABOVE

TOP OF RMW LAYER SHOWN

ON CROSS-SECTIONS

RAYMARK WASTE

PROPOSED GRADE

RAYMARK WASTE

EXCAVATE RMW TO

DEPTH SHOWN ON

CROSS SECTIONS

ENGINEER TO COLLECT

SAMPLES TO CONFIRM RMW

REMOVAL IS COMPLETE

EXISTING GRADE

INSTALL ORANGE WARNING

LAYER ON TOP OF EXISTING

GRADE

RAYMARK WASTE

(NOT TO BE EXCAVATED AT

THESE LOCATIONS)

PROPOSED GRADE

EXISTING GRADE

WARNING LAYER INSTALLATION DETAIL

RMW-3 & RMW-4

N.T.S.

INSTALLATION DETAIL

EXCAVATION/WARNING LAYER

RMW-5

N.T.S.

EXCAVATION DETAIL

RMW-1

N.T.S.

EXCAVATION DETAIL

RMW-2

THE CROSS-SECTION PROPOSED GRADE SHOWN ON

LAYER 4' BELOW THEINSTALL ORANGE WARNING

1'

4'

1'

PROPOSED GRADE

BEGIN EXCAVATION 1' ABOVE

TOP OF RMW LAYER SHOWN

ON CROSS-SECTIONS

THE ORANGE WARNING LAYER MATERIAL CAN BE PLACED OVER

THAT A MIN. OF 4' OF NON-RMWEXCAVATE RMW AS NEEDED SUCH

RAYMARK WASTE

TYPICAL SECTION FOR VEGETATIVE COVER

OVER ASBESTOS CONTAMINATED SOILN.T.S

TYPICAL SECTION FOR ERODIBLE AREAS

OVER ASBESTOS CONTAMINATED SOILN.T.S

CONTAMINATED SOIL.

MAINTAIN A MIN. 24" THICK COVER OVER ASBESTOS

NON-ASBESTOS MATERIAL SHALL BE ADJUSTED TO

DEPENDING ON THE ROADWAY DESIGN, THE COMPACTED

TOTAL COVER THICKNESS SHALL BE NO LESS THAN 24".

NOTE 1:

TYPICAL SECTION FOR PAVEMENT

ROADWAY AREAS OVER ASBESTOS

CONTAMINATED SOILN.T.S

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




OF WORK WHICH WILL BE REQUIRED.







SCALE AS NOTED

10/29/2018

BLOCK:

SIGNATURE/


CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON

6" NON-ASBESTOS

CONTAINING SOIL WITH

TURF ESTABLISHMENT

ASBESTOS

CONTAMINATED SOIL

3" WELL-GRADED, NON-ASBESTOS

CRUSHED STONE

6" COMPACTED NON-ASBESTOS

CONTAINING SOIL

ASBESTOS

CONTAMINATED SOIL

COMPACTED

NON-ASBESTOS MATERIAL

3 LAYERS OF HMA (PER

ROADWAY DESIGN)

(SEE NOTE 1)

24" MIN.

ASBESTOS

CONTAMINATED SOIL

DEMARCATION LAYER

DEMARCATION LAYER

DEMARCATION LAYER


ON I-95

STRATFORD

ENV-18DM

0138-0248CL/KH

ASBESTOS COVERDETAILS

N.T.S.

10.18

311 590E

E095 1

12

RAILROAD

ST

REET

AVE.

BARNUM

RNUM

AVENUE

R.R.STA.

ST

RE

ET

ER

RY

BLV

D.

33

D. INW

OO

DRD.

BEERS

PL.

HURD

AVE.

RD.

CLIN

TO

NST.

PL.

OAKWOOD

OS

BO

RN

E

AVE.

PATT

FROG

POND

LA.

SIDNEY

ST.

BE

LVID

ER

E

DR.

POPLARST.

PATTERS

ON

CO

TT

AGE PL.JAMES

ST. #2

CURTIS

PL.ST.

AVE.

ED

MO

ND

ST.

AVE.

TEMPLE

CT.

CEMETERYDR.

PL.SELLECK

MEADOW

ST.

A

VE.

HOMESTEADAVE.

PL.

BU

RR

MINOR

AVE.

HO

US

AT

ONIC

AV

E. E

XT.

95

1

BR

YA

NT

PL.

PL.

TE

RR

Y

ELLIO

TT ST.

PRIM

ST.

PE

AR

D

TE

R.

ORCHARD ST.

RIVERVIEW PL.

WILLOW

AVE.

NI

C

PL

AK

EM

AN

PL.

WA

RWIC

K

AV

E.

SU

TT

ON

AV

E.

Stratford

113

113

110

130

AVE.

TURNPIK

E

GO

VERNO

R

JOHN

DAVISLODGE

NO.

PA

RA

D

E

X

VETERANSBLVD.

LONGBROOK

Bro

ok

Long

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




0

SCALE IN FEET

SCALE 1"=200'

200 400

OF WORK WHICH WILL BE REQUIRED.







10/29/2018

BLOCK:

SIGNATURE/


CONNECTICU

T

DE

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NT

O F TRANS

PO

RT

ATI

ON


ON I-95

STRATFORD

ENV-19DM

TRUCK ROUTERAYMARK WASTE

0138-0248CL/KH

CO

NN

EC

TIC

UT

CO

OR

DIN

AT

E

GRIDLANDFILL

EPA

10.19

APPROX LOC

6"GAS

APPROX LOC 6"GAS

15''RCP15''RCP

15''RCP

18''R

CP

18''R

CP

42''R

CP

#50 EAST

MAIN

(FN

D)

CH

D

BIL

LB

OA

RD

POLE

SP

AN

ST-7

POLE

SP

AN

POLE

SP

AN

POLE

SP

AN

ST-17

ST-18

12'' R

CP

12'' RCP

15'' RCP

15'' RCP

15'' RCP

15'' RCP

18'' RCP

12'' PVC

42''R

CP

18'' RCP

15'' R

CP

15'' RCP

15'' RCP

8"SEWER

8"S

EWER

8"SEWER

18'' R

CP

18'' RCP

24''

RCP

12'' RCP

24''PVC

24'' PVC

18'' P

VC

18'' PVC

PVC 18''

48'' PVC

PVC 18''

15'' PVC

48'' PVC

15'' R

CP

APP

RO

X LO

C 16"

WATER

APPR

OX LO

C 12"

WATER

APPR

OX LO

C 16"

WATER

APPROX LOC 16"WATER

A

PP

RO

X

LO

C

8"

WA

TE

R

APPROX LOC

8"WATER

APPR

OX LO

C 6"G

AS

CO

NSTR

UCTIO

N

UN

DER

SE

WE

R

SE

WE

R

30'' C

MP

SEWER

SEWER

30'' RCP

30''R

CP

18'' RCP

15'' RCP

30'' R

CP

15'' R

CP

15'' RCP

15'' RCP

SE

WE

R

18''

RCP

SP

UR-14

76

SEWER

24'' R

CP

24'' R

CP

18'' R

CP

SE

WE

R

SE

WE

R

N/F

RAN

N/F

RAN

N/F

RAN

APP

RO

X L

OC 6"G

AS

DELIN.

24'' R

CP

24''R

CP

24''R

CP

18'' RCP

18'' R

CP

12''RCP

12''RCP

12''RCP

12''RCP

12''RCP

12''RCP

12''RCP

RAN13

89

RAN

RAN

APPR

OX LO

C 6"G

AS

FIL

L PIP

E

FIL

L PIP

EFIL

L PIP

E15'' R

CP

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40'

40 800

SCALE IN FEET

10/29/2018

BLOCK:

SIGNATURE/



Plotted Date:

CONNECTICU

T

DE

PA

RT

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O F TRANS

PO

RT

ATI

ON

DM

CL/KH


ON I-95

STRATFORD 0138-0248

I-95 S.B

.

I-95 N.B.

(R

OU

TE 110)

EA

ST

MAIN

ST.

MA

TC

H

MA

RK - S

EE

DR

AWIN

G

NO. E

NV-05

MA

TC

H

MA

RK - S

EE

DR

AWIN

G

NO.

EN

V-03

U.S. ROUTE 1 (N.B.)

U.S. R

OUTE 1 (S.B.)

U.S. ROUTE 1 (S.B.)

83

CO

ORDIN

ATE GRID

AD

CO

NNECTIC

UT

22'

4'

22'

22'

LOCATION AND DETAILS

ENV-20

1'-8"1

SECTION A-A

WASTE STOCKPILE AREA DETAIL1

1(MAXIMUM)

SECTION B-B

1(MAXIMUM)

1 1'-8"(

see n

ote 4)

MA

X.

5'

(see n

ote 4)

MIN.

6'

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

3" SUPERPAVE 0.5 IN.

3" SUPERPAVE 0.5 IN

BARRIER (BRB)

RUNOFF CONTROL

BITUMINOUS CONCRETE

PAD, SEE NOTE 2

ANTI-TRACKING

GENERAL NOTES:

AS SHOWN ON THE WSA PLAN.

CONSTRUCTED ON NEW OR EXISTING PAVEMENT, BEDDING SAND, OR OTHER MATERIAL

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

TRANSFER OR INFILTRATION OF CONTAMINANTS FROM THE STOCKPILES TO THE

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

WSA PLAN OR AS DIRECTED BY THE ENGINEER.

CONFIGURATION OF THE BIN(S) MAY VARY BASED ON THE SIZE AS INDICATED ON THE

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

TO PROVIDE ACCESS FOR MAINTENANCE.

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

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

CONTROL, 2002-SECTION 5-12."

ACCORDANCE WITH "CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT

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

PLAN.

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

WASTE STOCKPILE AREA (WSA)

(3) 20' DEEP X 50' WIDE WASTE STOCKPILE AREA (WSA) BINS

12+00

13+00

14+00

15+00

16+00

17+00

18+00

19+00

20+00

42+00

43+00

44+00

45+00

46+0046+00

10.20

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