GB_SEG_B3_C-101WCB_REV1.pdf

N

60'

SCALE:1"= 30'

0 30'

WITH TURF REINFORCEMENT MAT

TYPICAL SWALE SECTION DETAIL

NOTE 2

MAT (TRM) (TYP)

REINFORCEMENT

TURF

E 2046430.51 N 636142.68 S5 N.T.S.

CB

C B

F la g

P o le

F la g

P o le

R C

P

IN

V

.1

L O

T

L O

T

L O

T

L O

T

L O

T

R .O .W

R .O .W

B L

O C

K

B L

O C

K

S

S

S

IP

C

R

IM

.9

INV 30.33

RIM 40.11

IN

V

.4

8" SAN

RIM 39.75

h

.L .F h

.L .F

S

A N

P

R

IM

.7

R

IM

.1

IN

V

.8

IN

V

.7

P

P

V C P

15" RCP

IN

V

.2

IN

V

.5

INV 35.35

INV 29.40

IN

V

.0

R

C P

Inv 25.2

In v

.3

Inv 26.81

15"

RCP

8" SAN

C .L .F

W

B L

IN

D

.3 'W x

.1 'H

D U

T

U N

D E R

B

R

ID

G E

BIT. WALKWAY

C H

IL

D R

E N 'S

P

L A

Y G

R O

U N

D

P A

V E

D

P

A R

K

IN

G

A

E A

"2

,1

T

W

IN

,1

"T W

IN

O

P

IP

E

IN

V

.1

®of Engineers

US Army Corps of Engineers

US Army Corps

IS

S

U E D

A T

E

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

A M

M A

N N W

H

IT

N E

Y J

O

IN

T V

E N

T U

R E

SHEET OF 116

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

D A

T E

A P

P R

J A

C O

B S

A N

S I

D

A P

R

IL

IDENTIFICATION

SHEET

B O

R O

O F M

ID

D

L E

S E

X N

J

S E

G M

E N

T B -3

G R

E E

N B

R O

O K 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

W

D S -1

-B -0

53+00 54+00

55+00

56+00

57+00

58+00

S

S

S

S

M A

T C

H L

IN

E

S

T A

S

H E

E T C -1

HW

X-X

HEADWALL

LEGEND

DC

X-X

DRAINAGE CHAMBER

BOX CULV. B

FLOODWALL STA. 53+77.68

BEGIN SEGMENT B-3

PROPOSED RIGHT-OF-WAY

NOT IN CONTRACT

PONDING AREA

STORMWATER

GL-5 PRIMARY

RIGHT-OF-WAY

PROPOSED

WORKING LIMITS

CONTRACTOR

BOUND BROOK

FLOW DIRECTION

SWALE

SWALE

PROPOSED FLOODWALL

EXISTING GROUND

2.5

SS

S-X

SS

S-5

SS

S-4

SS

S-3

CONTRACT

FUTURE

(TYP) NOTE 5

TEST PILE

SEGMENT B-4

SEGMENT B-3

WORKING LIMITS

CONTRACTOR

WORKING LIMITS

CONTRACTOR

RECOMMENDATION

INSTALLED PER MFR'S

TURF REINFORCEMENT MAT (TRM)

SEED

TOPSOIL AND

RETAINING WALL

SEGMENTAL BLOCK

L E

G

IO

N P

L A

C E

(B O

U N

D B

R O

O K R

O A

D

S T

A T E R

O U

T E

BE RELOCATED (NOTE 7)

PLAYGROUND TO

NOTES 3 AND 6

MOUNTED ON HEADWALL

ALUMINUM FENCE

6' DECORATIVE

NOTES 3 AND 6

ALUMINUM FENCE

6' DECORATIVE

SS

S-2

PAVILION

WORKING LIMITS

CONTRACTOR

E 2046342.37 N 636353.24

E 2046321.82 N 636343.12

RIGHT-OF-WAY

PROPOSED

DC

8-4

IN DC 8-4

18" RCP STORM SEWER

TERMINATE EXISTING

E 2046333.19 N 636358.80 S1

E 2046369.67 N 636292.30 S3

E 2046321.96 N 636352.96 S2

E 2046355.46 N 636284.94 S4

NOTES 3 AND 6

FENCE GATE

CHAIN LINK

WALL STA. 53+95.32

SEGMENT B-3

CONSTRUCTION FOR

BEGIN BOX CULVERT

C.L. FLOODWALL

RIPRAP

AND GATES (NOTE 3)

NEW CHAIN LINK FENCE

VARIES

*10' AND

NOTES 3 & 10

WALKWAY

BITUMINOUS

NEW

3'-10'

*VARIES

NOTE 12

ASPHALT PAVEMENT

E 2046418.82 N 636137.81 S6

T Y P

SEE STRUCTURAL PLANS

BATTERED PILES (TYP)

FOR SWALE GRADING, SEE CG-103

*SEE C-502 FOR ADDITIONAL INFORMATION

LEGION

AMERICAN

NOTE 15

NOTE 14

BALL COURT

BOCCE

(TYP) (NOTE 16)

POWER POLE

RELOCATED

NOTE 15

CONCRETE CHANNEL

BOX CULV. C

AVAILABLE FOR PATRON PARKING DURING REMAINDER OF PROJECT CONSTRUCTION.

17. CONTRACTOR MAY ONLY CLOSE THIS AREA DURING PAVEMENT MARKING OPERATIONS. IT MUST REMAIN

16. COORDINATE LOCATION WITH UTILITY COMPANY. SEE SHEET CD-101.

SEE SHEET C-501.

15. FOR DETAILS ON CONCRETE CHANNEL AND PARKING LOT STRIPING AT AMERICAN LEGION,

14. FOR BOCCE BALL COURT DETAILS, SEE SHEETS C-502, C-508 AND CG-103.

LINE INVERT IS BELOW BOTTOM OF NEW MANHOLE.

BEFORE CONSTRUCTING NEW MANHOLE. INFORM COR IF EXISTING

DETERMINE INVERT OF EXISTING 8”SANITARY SEWER LINE NEAR NEW MANHOLE S-3/SS13.

SECTION, SEE SHEET C-301.

12. FOR ASPHALT PAVING LIMITS AND ELEVATIONS, SEE SHEET CG-103. FOR PAVEMENT

11. FOR COORDINATE LOCATIONS ON CULVERT HEADWALLS, SEE STRUCTURAL DRAWINGS.

10. FOR NEW BITUMINOUS WALKWAY PROFILE, SEE SHEET C-202.

MANHOLE COORDINATES ARE TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED.9.

8. FOR SEGMENTAL BLOCK WALL PROFILE, SEE SHEET C-205.

OF THE COR. SEE SHEETS C-502 AND CD-101 AND SPECIFICATIONS.

7. CHILDREN'S PLAYGROUND EQUIPMENT SHALL BE RELOCATED AT THE DIRECTION

6. FOR FENCING DETAILS, SEE SHEETS C-505, C-506 AND C-507.

5. FOR TEST PILE LOCATIONS, SEE SHEET C-503.

4. FOR LEVEE TYPICAL SECTION, SEE SHEET C-301.

SEE SHEETS C-502 & C-503.

3. FOR DETAILS ON WALKWAY, FENCE, GATES AND PUMP STATION SITE,

2. FOR TURF REINFORCEMENT MAT DETAILS, SEE SHEET CG-502.

1. FOR RIPRAP DETAILS, SEE SHEET C-502.

NOTES:

OPERATIONS ONLY (NOTE 17)

AREA ARE FOR PAVEMENT MARKING

CONTRACTOR WORKING LIMITS IN THIS

SANITARY SEWER MANHOLE

SEWER

SANITARY

8" PVC

RELOCATED

HW

8-5

E 2046364.53 N 636018.08

NOTE 13

E 2046330.44 N 636258.46

-M

A Y -2

X X

X

G B S

E G B

C -1

W C

B .d g n

C-101

G E

N E

R A

L P

L A

N S

H E

E T

S T

A .6

T

O S

T A

A M

E N

D M

E N

T

/0

/1

GB_SEG B3_C-101WCB