GB_SEG C2-H_CD-154XX2_Jan312023_F.pdf

VOORHEES

AVENUE

40'

SCALE:1"= 20'

0 20'

N

BOUND BROOK

BLOCK 250

LOT 1

LOT 12

BLOCK 247

BLOCK 247

LOT 16

BLOCK 247

LOT 17

BLOCK 247

LOT 15

BLOCK 248

LOT 12

LOT 14

BLOCK 248

BLOCK 248

LOT 16

BLOCK 252

LOT 18

LOT 6

BLOCK 252

LOT 1

BLOCK 252

A V

E N

U E

S O

U T

H L

IN

C O

L N

X X X X X X X X X

INV(B)=39.0

INV(A)=38.9

GR=41.6

CATBSN

D

MIDDLESEX COUNTYBOROUGH OF MIDDLESEX

INV(C)=38.3

INV(B)=38.3

INV(A)=37.9

RIM=41.4

SDMHOL

INV(A)=38.6

GR=40.5

CATBSN

INV(B)=38.4

INV(A)=38.2

GR=40.7

CATBSN

Cu rb

C

G

C

G

C

G

C

G

C

G

Cu rb

C

G

C&G

CO

MW

B (8 "C

IP

{x

B (1

"T

E R

R A

A (8 "C

IP

{x

B (1 "R

C P

A (1 "R

C P

B(12"RCP)

A(12"RCP)

C (1

"R

C P

INV(C)=36.9

INV(B)=37.2

INV(A)=38.9

RIM=42.8

SNMHOL

C(1 8"R

CP)

A(1 8"R

CP)

B (1

"R

C P

A (1

"R

C P

INV(B)=35.0

INV(A)=34.8

RIM=41.2

SNMHOL

C(8

"TE

RRA)

D (1 2" D

IP

INV(D)=35.7

INV(C)=35.9

INV(B)=35.9

INV(A)=35.6

RIM=42.7

SNMHOL

A (1

"R

C P

G

G

G

61068MXB

CB

S

W

W

S

A (1

D

IP

C (8 " D

IP

G

(ABAND)

INV.35.0

8"DIP

INV.36.2

4"PVC

INV.36.3

12"RCP

INV.36.2

4"PVC

INV.36.2

4"PVC

INV.36.5

4"CPP

CB

CB

FH

61145MXB

61067MXB

W

W

W

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

IS

S

U E D

A T

E

W P

-X

D D -M

O N -Y

Y Y

Y

A N

S I

D

N E

W Y

O R

K

N E

W Y

O R

K

N E

W Y

O R

K D

IS

T R

IC

T

U S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

SHEET OF 493

B O

R O

O F M

ID

D

L E

S E

X A

N D G

R E

E N B

R O

O K T

W P

N J

S E

G M

E N

T C

H C

O N

T R

A C

T N

O

S U

B -B

A S

IN

O

F T

H E R

A R

IT

A N R

IV

E R

G R

E E

N B

R O

O K F

L O

O D R

IS

K M

A N

A G

E M

E N

T P

R O J E

C T

CONTRACT NO. 2 - AMENDMENT NO. 5 - DECEMBER 2022

J A

C O

B S

X

X

X

X X

X X

X

X X

X X X X X X X X X X

X

X X X X X

X

X X

X X X

X

X

X X X

X

X X X X X X X X X

X X X X X X X X X X X X X

65+00

66+00

67+00

68+00

69+

M A

T C

H L

IN

E

S

T A

S

H E

E T C

D -1

KEY

SEE NOTE 4

EXISTING STORM SEWER

TREES TO BE REMOVED

AND REPLACEMENT

PAVEMENT REMOVAL

PAVEMENT REMOVAL

SIDEWALK REMOVAL

(NOTE 7)

WORKING LIMITS

CONTRACTOR

RIGHT OF WAY

PROPOSED

RIGHT OF WAY

PROPOSED

RIGHT OF WAY

PROPOSED

RIGHT OF WAY

PROPOSED

INSIDE LIMITS

DO NOT DISTURB

WORKING LIMITS -

CONTRACTOR

WORKING LIMITS

AND CONTRACTOR

RIGHT OF WAY

PROPOSED

RIGHT OF WAY

PROPOSED

AS NECESSARY

PAVEMENT AND FENCE

REMOVE LANDSCAPING,

(NOTE 7)

(NOTE 5)

CURB AND GUTTER

REPLACE CONCRETE

REMOVE AND

L

L

WORKING LIMITS

CONTRACTOR

INSIDE LIMITS

DO NOT DISTURB

WORKING LIMITS -

CONTRACTOR

(NOTE 8)

(NOTE 8)

WORKING LIMITS

CONTRACTOR

(NOTE 8)

WORKING LIMITS

CONTRACTOR

M A T

C H L

IN

E

S

T A

S

H E

E T C

D -1

MATCH LINE STA. 207+00 SHEET CD-107

(NOTE 8)

C SEGMENT H FLOODWALL

C SEGMENT H LEVEE

SEE NOTE 10

FENCE REMOVAL

MILL AND OVERLAY

MILL AND OVERLAY SECTION

UIP CURB AND GUTTER THROUGH

TO STA. 205+95.00

REMOVE GUARDRAIL

REMOVE POOL

REMOVE STRUCTURE

RETAINING WALL

REMOVE

REMOVE LANDSCAPING

REMOVE SHED SIDEWALK (NOTE 5)

REMOVE AND REPLACE

PAVEMENT (NOTE 5)

REMOVE AND REPLACE

SIDEWALK (NOTE 5)

REMOVE AND REPLACE

DRIVEWAY (NOTE 6)

REMOVE AND REPLACE

TO SHEETS C-151 THROUGH C-159.

MANHOLES AND DRAINAGE STRUCTURES. REFER

MINED BY THE LOCATION OF THE NEW PIPES,

OF THE REMOVAL OR ABANDONMENT ARE DETER-

OR ABANDONED IN PLACE AND GROUTED. LIMITS

BELOW, ARE TO BE REMOVED AND BACKFILLED

MARKED ON THE PLAN, AS SHOWN IN THE KEY

ASSOCIATED MANHOLES OR OTHER STRUCTURES

EXISTING SANITARY SEWERS, STORM SEWERS AND4.

THE GOVERNMENT.

THE CONTRACTING OFFICER AT NO COST TO

SHALL REPAIR OR REPLACE AS DIRECTED BY

OF THE CONTRACTOR. THE CONTRACTOR

TO REMAIN IN PLACE) IS THE RESPONSIBILITY

CURBS, SIDEWALKS OR ROADWAYS (THAT ARE

ANY DAMAGE TO EXISTING OR SURROUNDING3.

TO BE REMOVED.

ALL TREES WITHIN CONTRACTOR WORKING LIMITS2.

ITEM TO BE REMOVED.1.

NOTES:

(NOTE 12)

REMOVE 8" DIP

AND GRUBBING ACTIVITIES.

THE GROUND. CONTRACTOR SHALL CLEAR THIS DEBRIS AS PART OF CLEARING

ALL TREES AND SHRUBS WITHIN THIS AREA HAVE BEEN CUT OFF TO 1 FOOT ABOVE13.

GROUT SOLID AT LEAST 5 FT LENGTH OF PIPE WHICH REMAINS.

REQUIRED TO CLEAR ARTICULATED BLOCK SCOUR PROTECTION (APPROXIMATELY 5 FT).

DUCTILE IRON PIPE DAYLIGHTS THROUGH STREAM BANK. REMOVE LENGTH AS 12.

(NOTE 13)

(NOTE 13)

(NOTE 13)

(NOTE 13)

(NOTE 13)PRIOR TO COMMENCING DEMOLITION OF ROADWAY.

PERFORMING TOPOGRAPHIC SURVEY ON AREA

SEE SPECIFICATION SECTION 02 41 00 CONCERNING11.

OF FENCE POSTS AND POST FOOTINGS.

FENCE REMOVAL SHALL INCLUDE REMOVAL10.

SEE CIVIL DRAWINGS FOR DETAILS.9.

LOT 18 OF BLOCK 252 SHALL BE REMOVED.

LOT 16 OF BLOCK 247 AND

LANDSCAPING, AND APPURTENANCES ON

ALL STRUCTURES, PAVEMENT, TREES,8.

DO NOT DISTURB7.

COORDINATE TEMPORARY CLOSURES WITH CONTRACTING OFFICER.

FIELD OFFICE (BLOCK 252, LOT 1).

VEHICULAR ACCESS TO BE MAINTAINED TO USACE6.

SEE SHEET C-507 FOR LIMITS.

COORDINATE CLOSURE AND DETOUR WITH CONTRACTING OFFICER.5.

%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%

%PRODUCTION DATA 1%

G S

T A

U D

E R

M R

P

S T

A T

O S

T A

M P

O W

E L L

S E

G M

E N

T H

CD-154

D E

M O

L

IT

IO

N P

L A

N S

H E

E T

-J

A N -2

G B S

E G C

-H

C

D -1

X X .d g n

156OPTION 1 CONTRACT

BASE CONTRACT AND

SHEET IS IN THE

WORK ON THIS

A

M E

N D

M E

N T N

O

G M

S -2

GB_SEG C2-H_CD-154XX2