EC-101.pdf

40'

SCALE:1"= 20'

0 20'

N

CAP LANE

S

T S

T R

E E

T

BO

UND

BRO

O

K

A (1

"R

C P

B (1

"R

C P ) A

(1 "R

C P

A (1

"R

C P

B (1

"R

C P

C (1

"R

C P

INV(A)=34.9

GR=36.6

CATBSN

INV(B)=34.2

INV(A)=34.3

GR=36.7

CATBSN

INV(C)=34.2

INV(B)=34.1

INV(A)=34.2

GR=36.8

CATBSN

BLOCK

BLOCK

LOT

MI

DDLE

SEX

COUNTY

BOROUGH

OF

MI

DDLE

SEX

INV(C)=32.8

INV(B)=32.9

INV(A)=33.4

RIM=37.4

SNMHOL

Curb

Curb

Curb

S1-019

S1-018

S1-017

S1-016

S1-015

S1-014

S1-313

S1-314

SG-100

S1-315

C2WA-111

C2WA-110

C2WA-109

C2WA-108

C2WA-107

C2WA-106

C2WA-105

C2WA-104

C2WA-103

C2WE-100

C2WE-101

C2WE-103

C2WE-104

C2WE-110

C2WE-109

C2WE-108

C2WE-104

C2WE-105

C2WE-107

C2WE-106

A (8 " D

IP

CPP AT END OF PIPEREPAIR-CHANGED TO *POSSIBLE PIPE

INV=31.6

15"CCP

SegC2-17-08

SegC2-17-09

B(8" DIP)

INV(B)=33.5

INV(A)=33.7

RIM=37.3

SNMHOL

C(8" DIP)

B(8" DIP)

FH

Steps

Approx.

Brush

6100MX

61003MXB

W

FH

CB

CB

CB

S

G

61004MXB

61008MXB

E 494672.3 N 635383.1 Pipe

KNOWN EXPOSURE

INV(15"RCP) 33.8'

E 494892.6 N 635450.4 Pipe

KNOWN EXPOSURE

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 164

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

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

J A

C O

B S

3527+00 28+00

29+0

30+00 31+00

RIGHT-OF-WAY

PROPOSED

WORKING LIMITS

CONTRACTOR

C SEGMENT C2 FLOODWALLL

SWALE SLOPE LIMITS

L

BEGIN FLOODWALL

STA. 28+83.00

TRUCK WASHDOWN

ENTRANCE

CONSTRUCTION

STABILIZED

EC-501 & EC-502)

(SEE DETAIL SHEETS

RIPRAP

BARRIER

FLOATING TURBIDITY

COFFERDAM LOCATION

APPROXIMATE TEMPORARY

C SWALE A

ORANGE (TYP.)

HEAVY DUTY SILT FENCE,

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

%PRODUCTION DATA 1%

T

A T

O S

T A

G S

T A

U D

E R

C L S

C S

F R

E D

D O

M A

T C

H L

IN

E S

T A S

H E

E T E

C -1

S E

G M

E N

T C

G B S

E G C

E

C -1

X X

X .d g n

-S

E P -2

EC-101

KEY

HEAVY DUTY SILT FENCE, ORANGE - SEE SHEET EC-509

FLOATING TURBIDITY BARRIER - SEE SHEET EC-507

TRUCK WASHDOWN LOCATION - SEE SHEET EC-510

STABILIZED CONSTRUCTION ENTRANCE - SEE SHEET EC-510

INLET PROTECTION - SEE SHEET EC-507

RIPRAP - SEE SHEETS EC-501 TO EC-506

E R

O S

IO

N A

N D S

E D

IM

E N

T C

O N

T R

O L P

L A

N

4. SILT FENCE SHOWN OFFSET FROM CONTRACTOR WORKING LIMITS FOR DRAWING CLARITY.

SATISFACTORY TO THE CONTRACTING OFFICER. TRM IS A LONG TERM PERMANENT BMP.

THROUGHOUT THE PROJECT IF NORMAL SEEDING PROCEDURES DO NOT RESULT IN STABILIZATION TRM MAY NEED TO BE INSTALLED BY THE CONTRACTOR TO ACHIEVE SOIL STABILIZATION AND VEGETATION

3. SEE SHEET EC-508 FOR DETAILS AND LOCATION OF TURF REINFORCEMENT MATTING (TRM) . ADDITIONAL

CONTROL PERMITS.

BARRIERS WHERE DEEMED NECESSARY IN ORDER TO OBTAIN APPROVAL OF EROSION

2. SOIL CONSERVATION DISTRICTS MAY REQUIRE ADDITIONAL SILT FENCE AND/OR TURBIDITY

CONSTRUCTION ENTRANCES.

RESIDENTIAL/COMMERCIAL PROPERTY BOUNDARIES AND PROVIDE GATE AT

1. 6' CHAIN LINK SAFETY FENCE TO BE INSTALLED ADJACENT TO CONTRACTOR WORKING LIMITS ALONG ALL

NOTES:

BASE CONTRACT

SHEET IS IN

WORK ON THIS

A

M E

N D

M E

N T

/3

/1

G

M

GB_SEG C2_EC-101XXX