W912DS-08-B-0005 amendment 7.pdf

W16ROE80946030

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this amendment is to:

1) EXTEND THE BID OPENING DATE FROM MONDAY, 21 JULY 2008 2 PM EST TO THURSDAY, 31 JULY 2008, 2 PM EST. Please submit all remaining questions on this Invitiation for Bid no later than close of business on Thursday, 24 July 2008.

2) Include Revised Plans and Specif ications.

3) Include answ ers to contractor questions. FOR INFORMATIONAL PURPOSES ONLY.

NOTE: Offerors must acknow ledge the receipt of this amendment by the date specified in the bid (or as amended) by one of the follow ing methods: in the space provided in 1442, by separate letter, by telegram, or by signing block 15 of the SF 30. FAILURE TO ACKNOWLEDGE AMENDMENT BY THE DATE AND TIME SPECIFIED MY RESULT IN REJECTION OF YOUR BID IN ACCORDANCE WITH THE LATE BID OR LATE

WITHDRAWL OF BID. (FAR 14.304)

1. CONTRACT ID CODE PAGE OF PAGES

J 1 4

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 16-Jul-2008

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912DS-08-B-0005

X 9B. DATED (SEE ITEM 11)

15-May-2008

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

16-Jul-2008

CODE

US ARMY CORPS OF ENGINEERS, NEW YORK

26 FEDERAL PLAZA, RM 1843

NEW YORK NY 10278-0090

W912DS 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DS-08-B-0005

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

AMENDMENT # 7

AMENDMENT NO. 7:

Bid Opening: The Bid Opening date/time has changed from July 21, 2008 at 2:00 PM to July 31, 2008 at 2:00 PM.

No further questions will be accepted after July 24th, 2008 unless the Government determines that there is a critical problem.

1. Plans (Revised Sheets in Appendix A):

CG-101: Revised to include end limits for basic contract (missing on this plan).

CG-102: Contractor working limits around outlet structure revised.

CG-103: Revised to display the delineated limits of the storage area for the base award of this contract.

CG-105: Line style for revision bubbles changed.

CG-303: Cross-sections 58+00 to 63+00 renamed as part of Bid Option #1.

C-501: Plan view of outlet structure revised to display Elastomer Check Valve.

C-502: Curl added to end of Elastomer Check Valve in plan view.

C-503: Section C/17 revised to state check valve fit 24” pipe. Curl added to of Elastomer Check Valve in plan view.

C-505: Notes for inlet deleted.

C-507: Table expanded to include 72” pipe running underneath ramp.

CE-101: Page number corrected.

CE-102: Contractor working limits around outlet structure revised.

CE-103: Storage area revised and note for Macadam parking revised.

S-401: Seepage fin note removed.

LP-101: Call-outs moved for clarity. (no revision note needed on plan sheet)

LP-102: Contractor working limits around outlet structure revised.

C-512: Missing inverts for second junction chamber added (no revision notes needed for this sheet)

S-102: Notes shifted (no revision notes needed for this sheet).

E-401: Pole mounted light fixtures relocated.

P-100: Page number corrected (no revision note needed for this sheet).

2. Plans (Narrative Changes)

C-502: Please disregard dashed object to the right of rip-rap on the plan view detail. It is a software glitch.

C-507: Note: Bubbled area at bottom center of plan sheet represents detail that was deleted.

3. Specifications (See Appendix B):

New: Spec Section 02 37 30.00 00 for Geotextile Tube

4. Specifications (Narrative changes):

Spec Section 05 49 00.00 18: Delete paragraph 2.2.2.5 Manufacturer’s Guarantees.

Spec Section 05 48 10.00 18: Insert the following:

3.2.19 Manufacturer's Guarantees

The Manufacturer shall guarantee trouble-free operation for period of (10) years. If the Owner and his engineer are not completely satisfied with the performance of the products, the Manufacturer shall remedy the problem at no cost or refund the purchase cost upon return of the equipment. When installed and operated as recommended by the manufacturer.

General Note: Spec Sections referencing Flap Gates are to be used for items labeled Automatic Drainage (AD) Gates on plan sheets.

General Note: The contractor will develop all necessary stream diversion plans for submittal to the Somerset- Union Soil Conservation District and submit them for approval.

5. Responses to Contractor Questions:

Q1) (Previously Question #8 from Amendment 6) There is an area that was constructed under the Brook Industrial Park Superfund Site Wetland Mitigation Project” - Is it a capped area? If so at what depths and are there environmental concerns?

A1) The area that is part of the wetland remediation project is not capped. Further information will be provided in the next amendment to clarify additional questions that have been submitted concerning the level of contamination of this site and what efforts will be required for lands that have environmental concerns.

Q2) We are requesting clarification of the limits of the Base Bid (Item 0001) and Option 1 (Item 0002) issued in amend #6. Previous clarifications issued by your offices stated the limits were at 62+00. Amend. # 6 has revised the limits in the item descriptions to STA 52+00, but the plan pages issued with the amendment still show 62+00. Please reference drawing pages CG-103 and CG-303.

A2) Plan sheets CG-103 and CG-303 have been revised to indicate that the base bid ends at Station 52+00 and Option #1 begins at Station 52+00.

Q3) Are there any other pole mounted lighting fixtures required in addition to the 3 units shown on Dwg E-101 adjacent to the pump structure?

A3) Yes, there are three (3) type "H" pole-mounted lighting fixtures for the ramp leading to the pump station as indicated on Dwg E-401.

Q4) Is the double line shown extending down into the Drainage Structure below the call out for Section A-A on Dwg E-602 (upper right hand corner), a conduit or a mechanical shaft?

A4) The double line indicated on that plan sheet in section A-A represents the mechanism that pulls the sluice gate.

It is not a conduit.

Q5) How many gallons per minute are you looking to pump and at what feet of head?

A5) Pump capacities can be found in Spec Section 22 11 23.00 10 under paragraph 1.4.7 Capacities.

(End of Summary of Changes)

Appendix A

N

N

N

29100

N

N

0 E

E

E

E

E

E

E

E

E

E

0N

N

N

N

N

N

29100

N

N

E

E

E

N

N

N

E

E

N

C C

-G B

F C

-7

M a tc h L in e S h e e t N o . C

G -1

CG-101

0 30 30 60FT

SCALE: 1 IN = 30 FEET

Slope 1 on 2 1/2

Slope 1 on 2 1/2 S lo p e 1 on 2 1/2

Inv. 25.67

Not in this contract

Not in this contract

Riprap Outlet Protection

Length = 16’ from outlet width at outlet = 9’ width at end = 16’

1’ thick

D50=6"

Access Road

3#4 AWG (USE)-2"C

(PVC COATED RGS)

Provide 5 Pull Boxes

For General Notes, See Sheet G-101For Alignment Data, See Sheet CS-401

For Levee Profile, See Sheet CG-201 For Cross Sections, See Sheets CG-301 through CG-304

For Details of Drainage Structure No. 15, See Sheet C-502 For Cellular Confinement System Details, See Sheet C-509For Erosion Control Plan, See Sheets CE-101 through CE-105

For Planting Plan, See Sheets LP-101 through LP-105 For Boring Log, See Sheets B-601 through B-604

3#4 AWG (USE)-2"C

(PVC COATED RGS)

Provide 4 Additional Pull Boxes

Between Pull Box #1 & Pull Box #6

(Total 6 Pull Boxes)

Drainage Structure No. 14

P l a n S t a

.7

R t o S t a

.8

R

COORDINATE ALL WORK

IN VICINITY OF 36" O

WATER MAIN WITH

NEW JERSEY AMERICAN WATER.

Note: Top of Levee

To Be Paved to

Sta. 65+00

Limit of Contractor’s

Working Area

Begin Levee (Basic Contract)

End Temporary Levee Extension (Option #2)

Sta. 33+20.60

Temporary Levee Extension

Option #2

Sta. 32+55.71

Anchor Tube (35.2’ x 10’)

Vehicle Barrier Gate

PULL BOX #1

(TYP.)

3#4 AWG (USE)-2"C

(PVC COATED RGS)

Provide 4 Pull Boxes

Scour Geotextile

Fit Around Levee

Option #2

Geotube (26.2’ x 136.8’)

Option #2

Anchor Tube (22.3’ x 10’)

Option #2

Drainage Structure No. 14

Sta. 37+10.70R

Control MH with 18"x18" Motor Operated

Flush Bottom Sluice Gate

Inv. El. 25.13 In

Inv. El. 23.10 Out

Outlet Structure with elastomeric check valve Inv. El. 24.2

Outfall Ditch # 14

Cellular Confinement System with Erosion Control Blanket

Extend to 6" Beyond Perimeter of RipRap

El. 23.65

1 2 3 4 5 6 7 8

G e o tu b e s a n d a n c h o r t u b e s a d d e d p a r t o f O p ti o n

S w a le d e s ig n c h a n g e d

P u ll b o x l a b e le d a n d m o v e d a w a y f r o m s w a le

N o te s r e v is e d

T it le b lo c k i n fo rm a ti o n r e v is e d

L e v e e s lo p e a rr o w s a n d a li g n m e n t c h a n g e d

V e h ic le b a rr ie r g a te s h o w n

N e w n o te s a d d e d

D S

C C

S l im it s s h o w n

C o rr e c te d t y p o

S p o t e le v a ti o n c h a n g e d t o

.6

S ta

.0

R

E l.

.3

S ta

.6

R

E l.

.5

CG-101

CG-102

CG-103

CG-104

CG-105

N

KEY PLAN

F il e n a m e

S fi le ro o m

\c i

P lo t d a te

-J

U L

-2

:2

P lo t b y e e n d n a s

.0

:1

.0

S c a le

D e s c ri p ti o n

D a te

S y m b o l

A p p r.

S f i l e r o o m c i v i l g r e e n c i v i l S e g m e n t

R l m r

C G

J u n e d g n e e n d n a s

S u b m i t t e d b y

J U

L

P l o t

D a t e

U

.S

A R

M Y

E N

G

IN

E E

R D

IS

T

R

IC

T

C

O R

P S

O F

E N

G I N

E E

R

E W

Y O

R K

N

E W

Y O

K

D s ig n e d b y w n b k d b u b m it te d b a te iz e

R e v ra w in g f il e n o w in g c o d v ie w e d b

8 7 6 5 4 3 2 0

A

B

C

D

E

Sheet reference number:

F

G

H

A

B

C

D

G

H

8 7 6 5 4 3 2 01910

B O

U N

D B

R O

O K

N

E W

J E

R S

E Y

X X

X

X X

X 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

X-000

H E

I T

L

N

P

O

V I D

Sheet of 86

G R

E E

N B

R O

O K

F L

O O

D D

A M

A G

E R

E D

U C

T

IO

N P

R O

J E

C T

J u n e

B

1 S

Y

FR

W

ALK

C O

N

W

L K

W O

O D

F E N

C E

W O

O D

F E N

C E

14"

15"

CO

N

C.

CURB

C O

N C

CU

RB

U P#

1453B B

W A

TER

L

IN

E

M

ARKER

GUARD

R A

IL

C O N C .

A L

K

ALUMINIUM BARRIER

A

SPH

A

LT

A

SPH

A

LT

WV

" R

C P

IN

V

.7

GR

.3

R C P

IN

V

.2

R

C P

CO

N

C.

SLA

B

CO

N

C.

SLA

B

A

SPH

A

LT CONC. C

URB

1 S T Y

. B L D

G

G R

.8

IN

V

.9

9 FIL

L E R

V A

LV

E

HEDGES

WV

CO

N

C. C U

RB

CONC. W

ALK

PS

U P#

58B B

WV

WV

WV

WV

W

ATER

LIN

E

M A

RK

ER

G U

A

RD

R A

IL

GUARD RAIL

PO

ST

W

ATER

L

IN

E

M

ARKER

18"

9"

10"

9"

4"

G

RA

SS

ST

A

N D

PIP

P#

57B B

C O

N C

. C U

R B

C O

N C

. W A

LK

CLF

CLF

HEADWALL

PO

ST

PO

ST

TA

LM

A G

E A V

E

CB

P I

24" 26"

RA

SS

U P#

S29^08’57"E 376.54

TRAV 8

S29^08’57"E 376.54

OH

OH

OH

4"

IN

V

.7

I N

V

.0

CB

.6 x

.1

G R

.5

.0

D

IA

P

IP

E S

E N

V

IR

O N

. C O

N T R

O L

M

ETER

S

OH

IN

V

.8

18"

RCP

CB

.6

’x .1

G R

6.2

IN

V

0.9

CO

N

C.

W

IN

G W

A

LL

C O

N C . P

IE

R

C O

N C . P

IE

R

STO

N

E

ABUTM

ENT

IN

V

.8

ABUTM

ENT

C O

N C . P

IE

R

C O

N C

W

IN

G W

A L L

W

IN

G W

A L L

C O

N C

C O

N C . P

IE

R

T

T

T

N O

T F

O U

N D

8"G

8"G

G

8"G

10"W

10"W

10"W

10"W

10"W

A S P

E R

A S -B

U

IL

T

/7

IN

V

.5

T O

D

IT

C H

TA

LM

A D

G E A

V

EN

U E

IN

V

.4

R

IM

.9

M

H

A

SPH

A L T

A S P H

A L T

A S P H

A L T

A S P H

A L T

A S P H

A L T

U P B

T 350-A

B B

U P E

61140

U P B

T 351B

B

U P

1141B B

C O

N C R E T E C

U R B

IN

V

.3

IN

V .3

I N

V .4

IN

V

. 3 0.6

IN

V

. 3 0.8

I N

V .0

I N

V .8

IN

L E T

IN

L E T

IN

L E T

IN

L E T

G R

.8

G R

.5

G R

.8

G R

.8

R C

P

R

C P

R

C P

R

C P

R

C P

U P

B

B

U P

B

B

PO

L E

L

IG

H T

L

IG

H T P

O L E

P H

O N

E

U P

1383B B

G R

A V

E L

A

SPH

A L T

CU

RB

C O

N C

R

ETE

C O

N C

R

ETE S

ID

EW

A

LK

C O

N C

R

ETE S

ID

EW

A

LK

C O

N C

R E

T E

C U

R B

C O

N C

R

ETE C

U R

B

D W

E L L

IN

G

FR

A

M E

S

T O

R Y

C O

M M

E R C

IA

L

M A

S O

N R Y

S

T O

R Y

D W

E L L

IN

G

B R

IC

K

S

T O

R Y

D W

ELLIN

G

B R

IC

K

2 S T

O R

Y

C O

M M

ER

C

IA

L

M A

SO

N

RY

1 S T

O R

Y

U N

D G

R D

T E

L

UNDGRD T

EL

IN

C

O N

D U

IT

-1 /2

M

T D

C

P D

-4

8"G A

B A

N

8"G A

B A

N

8"G A

B A

N

O L D

R R

G R

A

PO

ST

M

ETA

L

PO

ST

S

M

ETA

L

PO

STS

M

ETAL

PO

STS

CA

M

ARKER

R U

I

B

X

P O

T

15"

SHED

14"

WOOD CURB

IN

V

6.2

INV 26.32

MH

RIM

32.86

PA

T

IO

W

OOD C

U R

B

GV

U P#

61205B B

CO

N

C.

SLA

B

14"

14"

12"

G

RA

SS

19"

29"

RA

SS

14"

13"

20"

18"

10"

SHRUBSU

P#

61206B B

G R

A V

E L

ASPHALT

12" RCP

INV 26.93

IN

V

.2

12" M

E T A

L

MH

RIM

32.48

CO

N

C.

BASE

GRAVEL

12" C

L A

Y

IN

V

.5

D

IT

C H

STO

RA

G E

2 @

4"

17"

G R

A

SS

G R

A

SS

G

RA

SS

6"

G A

RD

EN

CO

N

C.

C L

F

C L

F

W

IR

E F

E N

C E

R R

S

IG

N A

L

R R

S

IG

N A

L

O f=

,6

SH

ED

CB

2 S T Y

FR

30 25

TRAV 9

TRAV 10

S36^03’13"E 396.28

BOUND BROOK BORO

BRIDGEWATER TWP.

C O

N C . P

IE

R

TRAV 9

C O

N C

A

BU

TM

EN

T

DIRT TRAIL

D

IR

T T

RA

IL

.8

.2

32.4

.7

.5

.7

.1

.0

34.3

34.29 2 S

T Y

FR

#338

S L

A T

E W

A L

K

W

OOD

STEPS

34.74

.2

.2

.2

.0

.5

35.56

35.1

.4

.9

D E C

K

O V

E R

G A

R A

G E

C

L F

C

L F

3’ C

L F

GR 31.81

IN

V 30.61

W

OOD

PIE

R

N

JT

U P N

O

G R

A V

E L

G R

A V

E L

G R

A V

E L

C O

N C R E T E

G R

A V

E L

C O

N C R E T E P

A D

D W

E L L

IN

G

F R A

M E

/2 S

T O

R Y

G A

R A

G E

M A

S O

N R Y

S

T O

R Y

SH

ED

12" 14"

18"

21"

21"

5"

DEAD

DEAD

8" 17"

DIRT ROAD

D

IT

C H

S51^55’06"E 520.18

DECK

W

OOD

CURB

GV

GV

B R

IC

K

W A

L K

W O

O D

C U

R B

A

SPH

A

LT

14"

A S P H

A L T

A S

P H

A L

T

G R

A V

E L

A S P H

A L T

C O

N C

W

A L

K

W

OOD C

URB

U P#

61204B B

WV

C O

N C

G

RA

SS

G

RA

SS

14"

2 @

3"

12"

13"

A S

P H

A L

T

G R

A

SS

12" R

C P

STEPS

C O

N C . W

A L K

C O

N C

W V

GV

18"

27"

10" 2 S

T Y

FR

2 S T Y

FR

2 S T Y

FR

2 S T Y

FR

2 S T Y

FR

1 S T Y

FR

S

T O

C K

A D

E F

E N

C E

S T O

C K

A D

E F

E N

C E

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

.7

M A

C D

R V

34.49

FC 4 CL

.0

S

T F

D

.7

BLG

B L

D G

C O

R N

.1

C

L C

O R

N

.4

M A

C D

R V

.4

B L D

G C

O R

N

.6

B L D

G C

O R

N

D E

C K

.1

D

EC

K

.2

F C

S

T O

C K

.8

F C

S

T O

C K

.4

F C

S

T O

C K

"G

4"G

4"G (A

B A

N

36" w w

10" w

12" w

36" W

36" W

W

36" W

36" W

N

JT

C A

B L E

N

JT

C A

B L E

N

JT

C A

B L E

N

JT

C A

B L E

36" W

36" W

8" G

G

8" G

-4

-4

PSE

G

M H

S ta

.6

R

E l.

.5

S ta

.0

R

E l.

.3

S ta

.2

R

E l.

.2

MB14

MB15

A1

A3

A4

MB17

MB18

PB13

MB19

PB11

PB12

32+

0 38+00 3

0 40+00

31+19.7

E

E

E

E

E

E

E

E

E

E

E

E

E

N 628200

N 628350

N 628500

N 628650

N 628800

N 628200

N 628350

N 628500

N 628650

0 30 30 60FT 15

N

SCALE: 1"=30’

C C

-G B

F C

-7

M a tc h L

In e S h e e t N o C

G -1

M a tc h L

In e S h e e t N o . C

G -1

CG-102

Drainage Structure No. 15

Sta. 41+34.58R

Control MH with 36"x36" Motor Operated

Flush Bottom Sluice Gate

Inv. El. 22.64 In

Inv. El. 22.62 Out

Outlet Structure with elastomeric check valve Inv. El. 22.33

El. 21.0

Limit of Contractor’s Working Area

P l a n

S t a

.8

R t o

S t a

.9

R

For General Notes, See Sheet G-101 For Alignment Data, See Sheet CS-401

For Levee Profile, See Sheet CG-201For Cross Sections, See Sheets CG-301 through CG-304

For Details of Drainage Structure No. 15, See Sheet C-502 For Cellular Confinement System Details, See Sheet C-509

For Erosion Control Plan, See Sheets CE-101 through CE-105

COORDINATE ALL WORK

IN VICINITY OF 36" O

WATER MAIN WITH

NEW JERSEY AMERICAN WATER.

Note: Top of Levee

To Be Paved up to

Station 65+00

PULLBOX #6

(TYP.)

3#4 AWG (USE)-2"C

(PVC COATED RGS)

Provide 4 Additional Pull Boxes

Between Pull Box #1 & Pull Box #6

(Total 6 Pull Boxes)

Drainage Structure No. 15

G M

E N

T R

Outfall Ditch # 15

Cellular Confinement System with Erosion Control Blanket

Extend to 6" Beyond Perimeter of RipRap

1 2 3

L e v e e a n d s lo p e a rr o w s r e v is e d

N o te s r e v is e d

D S

C C

S l im it s s h o w n

P u ll b o x s h o w n n o te s r e v is e d

AG POOL

PATIO

32"

29"

W O

O D

F E

N C

E

10"

ASPHALT

SHED

WOOD

FENCE

SHED

C O

N T

A

IN

E R

STONE

RET.

WALLS

WOOD

FOOT

BRIDGE

DITCH

DITCH

8"

6"

22"

5" 8" 17"

6"

17"

D

IT

C H

D

IT

C H

D

IRT RO

A D

D

IR

T R

O A

D

D

IR

T R

O A

D

DIRT ROAD

TRAV 11

34.50

34.56

32.74

32.88

32.94

32.92

5’ W

IRE FENCE

’ W

IR

E

F E

N C

E

5’ W

IRE FENCE

’ W

IR

E

F E

N C

E 12"

14"

14"

6"

14"

5"20"

16"

3 @ 12"

D

IR

T R

O A

D

14"&8"

S ’0

E

.6

DECK

INV 24.83

INV 24.84

RIM

34.79

CONC. WALK

UP#

E61196BB

UP#

61195BB

GV

C O

N C

LP GRASS

21"

14"

CONC. WALK

CONC. CURB

CONC. CURB

GRASS

GRASS

12"

23" 5"

WOOD FENCE

G R

A V

E L

D

IR

T R

O A

D

12" RCP

INV 25.62

RIM

33.64

INV 25.64

WV WV

WV

GV

UP#

A61194BB

WOOD

CURB

GV

GV

B R

IC

K

W A

L K

W O

O D

C U

R B

ASPHALT

GRASS

14"

A S

P H

A L

T

G R

A V

E L

A S

P H

A L

T

C O

N C

W

A L

K

A S

P H

A L

T

WOOD CURB

UP#

61204BB

WV

CONC.

GRASS

GRASS

14"

2 @ 23"

12"

13"

GRASS

12" RCP

STEPS

C O

N C

. W A

L K

C O

N C

WVGV

18"

27" 10"

2 STY.

FR.

2 STY.

FR.

2 STY.

FR.

2 STY.

FR.

2 STY.

FR.

1 STY.

FR.

W

33.57

END HDG ROW

33.74

PVMT

33.61

EP 33.44

EP

G

4"G

4"G (ABAN.)4"G

4"G (ABAN.)

4"G

4"G (ABAN.)

.4

.2

.1

.8

.4

.5

.2

.9

.2

.0

.2

.3

.4

35.04

RUINS

34.1

33.8

33.8

31.9

31.1

PILE

29.0

SHED

14"

INV 26.28

INV 26.32

PATIO

WOOD

C U

R B

GV

UP#

61205BB

CONC.

SLAB

14"

14"

12"

GRASS

19"

2 @ 10"

GRASS

14"

13"

SHRUBS

CONC.

C L

F

2 STY.

FR.

34.16

34.74

35.20

.2

.2

.0

.5

.5

35.17

35.44

.9

D E

C K

O V

E R

G A

R A

G E

C

L F

C L

F

3’ CLF

CONC. WALK

R

A V

E L

G R

A V

E L

CONC.

UP#

60552BB

WV

LP

C O

N C

C O

N C

C O

N C

18"

18"

23"

14"

30"

SHED

C O

N C

W

A L

K

13"

27"

20"

28"

34" 20"

7"

18"

8"

12"

8"

3 @ 12"

& 10"

STEPS

WOOD

DECK

CONC.

SLAB

GRASS

GRASS

W O

O D

F E

N C

E

CONC. RET. WALL

PATIO

CLF ON

CONC.

RET. WALL

CLF ON

CONC. BASE

CONC.

C O

N C

G R

A V

E L

6"

8"

8"

C L

F

16"

WOOD

FENCE

2 @ 10"

1 @ 8"

2 STY.

FR.

CONC.

BLOCK

STORAGE

BLDG.

2 STY.

FR.

2 STY.

FR.

2 STY.

FR.

2 STY.

FR.

2 STY.

FR.

2 STY.

FR.

2 STY.

FR.

2 1/2 STY.

FR.

S

T Y

. F R

G A

R A

G E

21"

15"

5"

8"

13"

25"

12"

13"

6"

1 STY. FR.

GARAGE 1 STY. FR.

GARAGE

14"

25"

13"

50"

13"

12"

1 STY. FR.

GARAGE

13"

26"

GRASS

GRASS

GRASS

G R

A V

E L

CONC.

CONC.

WALK

C O

N C

. W A

L K

L O

G S

L O

G S

D

IR

T D

R

IV

E

SHED

G R

A S

S D

R

IV

E

GV

C O

N C

. W A

L K

CONC.

RW

RET. WALL

C O

N C

27.75

30.07

28.00

28.86

28.02

CONC.

S T E P S

28.52

27.76

28.37

27.87

27.69 27.65

27.30

27.10

GARDEN

2’ WIRE

MESH FENCE

WOOD

POSTS

B A

S K

E T

B A

L L

P O

S T

’ W

IR

E

M E

S H

F E

N C

E

CONC.

BLK.

SHED

CONC.

O H

OH

27.26

27.57 27.53

27.28

3’ WIRE

MESH

FENCE

27.16

26.81

2’ WIRE

MESH FENCE

GARDEN

5’ CLF

33.77 33.97

28.35 26.96

G R

A V

E L

D

IR

T

D R

IV

E

36.36

.9

33.07

36.81

.0

6’

CLF

4"G4"g 4"G

4"G (A

BAN.)

TRANSM

IS

SIO

N

TOWER

OH

AT&T

36" W

" W

W

F il e n a m e

S fi le ro o m

\c i

P lo t d a te

-J

U L

-2

:4

P lo t b y e e n d n a s

.0

:1

.0

S c a le

D e s c ri p ti o n

D a te

S y m b o l

A p f i l e r o o m c i v i l g r e e n c i v i l S e g m e n t

R l m r

C G

J u n e d g n e e n d n a s

S u b m i t t e d b y

J U

L

P l o t

D a t

A R

M Y

E N

G

IN

E E

R D

IS

T

R

R

P S

O F

E N

G I N

E E

W

Y O

R K

N

E W

Y O s ig n e d b n b d b b m it te d b e

R e w in g f il e n w in g c o d v ie w e d b

B

C

D

E

Sheet reference number:

F

G

H

A

B

C

D

G

H

8 7 6 5 4 3 2 01910

B O

U N

D B

R O

O K

N

E W

J E

R S

E Y

X X

X

X X

X 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

E

T

N

O

V I D

R

E E

N B

R O

O K

F L

O O

D D

A M

A G

E R

E D

U C

T

IO

N P

R O

J E

C T

J u n e

S ta

.7

R

E l.

.2

S ta

.7

R

E l.

.7

CG-101

CG-102

CG-103

CG-104

CG-105

N

KEY PLAN

M B19

PB

MB20

MB21 MB22

PB15

E

E

E

E

E

E

E

E

E

E

E

E

N 628650

N 628500

N 628350

N 628200

N 628050

N 628500

N 628650

N 628800

N 628950

N 628950

N 628800 E

N 628050

N 628200

E

0 30 30 60FT

SCALE: 1"=30’

N

C C

-G B

F C

-7

M a tc h L

In e S h e e t N o . C

G -1

CG-103

M a tc h L in e S h e e t

N o C

G -1

P l a n

S t a

.9

R t o

S t a

.3

R

Existing Baseball Field

Protect During Construction

Note: top of levee to be paved up to

Station 65+00

For General Notes, See Sheet G-101

For Alignment Data, See Sheet CS-401 For Levee Profile, See Sheet CG-201

For Cross Sections, See Sheets CG-301 through CG-304 For Cellular Confinement System Details, See Sheet C-509For Erosion Control Plan, See Sheets CE-101 through CE-105

Vehicle Barrier Gate

E

G M

E N

T R

1 2

V e h ic le b a rr ie r g a te s h o w n

L e v e e a n d s lo p e a r r o w s r e v is e d

Begin Levee, Pump Station, Floodwall, Levee (Option #1)

End Levee (Basic Contract)

Sta. 62+00.00

E a s e m e n ts c h a n g e d

Limit of Contractor’s Working Area

Staging Area Available for

Basic Contract

Access Road Available for Basic Contract

HAS BEEN REMOVED

M a c a d a m p a rk in g l o t re m o v e d a n d n o l o n g e r e x is ti n g

S ta g in g a r e a r e v is e d a n d n o te f o r a c c e s s r o a d a d d e d

GRASS

UP#

TRANSMISSION

TOWER

9"

UP#

TRANSMISSION

TOWER

9"

9"

UP#

ABANDONED R.R.

OH

OH

OH

2 STY.FR.2 STY.FR.

2 1/2 STY.FR.

2 1/2 STY.FR.

23"

GRASS

BB

CLF

PLAYGROUND

GV

WOODEN PORCH

C O

N C

A S

P H

A L

T

GRASS

CONC.BLOCKWALL

CONC.BLOCKWALL

GRASS

WOOD

RW

12"

16"30"

5"

UP#

1528BB

G R A

SS A

S

P H

A L

T

A S

P H

A L

T

CO

N

C.

WVWV

GV

UP#

61201

C O

N C

S

T Y

. F R

S T

O R

A G

E

4"

2 STY. FR.

GARAGE

C O

N C

.5"

ASPHALT

C O

N C

5"

W O

O D

F E

N C

E

W O

O D

F E

N C

E

G R

A S

S

G R

A V

E L

G R

A V

E L

G R

A V

E L

12" CLAY

RIM

40.07

INV 23.32

INV 23.37

7"

G R

A V

E L

SHED

2 STY.FR.

2 STY.FR.

2 STY.FR.

2 STY.FR.

C L

F

CONC.

CONC.

GRASS

GRASS

WOOD

PORCH

WOODSTEPS

WOOD

RW

CLF

UP#

61200BB

UP#

1529BB

GRASS

DIRT ROAD

DIRT ROAD

DIRT ROAD

2 STY.FR.

2 STY.FR.

2 STY.FR.

2 STY.FR.

2 STY.FR.

2 STY.BRICK

2 STY.BRICK

2 1/2 STY.FR.

5"

8"

13"

25"

12"

6"

1 STY. FR.

GARAGE

1 STY. FR.

GARAGE

14"

25"

13"

50"

13"

12"

1 STY. FR.

GARAGE

13"

26"

GRASS

20"

15"

12"

4"

5"

14"

15"

30"

13"

13" 6"

24"

9"

14"

GRASS

GRASS

GRASS

G R

A S

S

G R

A S

S

GRASS

CONC.BLOCK

RW

ASPHALT

BRICKSTEPS

A S

P H

A L

LP

A V

E L

G R

A V

E L

WOODSTEPSCONC.

WOODPORCH

C O

N C

UP#

61199

CONC.POST

WV

A S

P H

A L

T

CONC. WALK

BRICKSTEPS

C O

N C

CONC.

RW

CONC.BLOCK RW

FP CONC.WALK

CLF

12" CLAY

INV 23.70

INV 23.75

12" CLAY

RIM

38.65

C O

N C

. C U

R B

C O

N C

. C U

R B

A S

P H

A L

T

G R

A V

E L

CONC.

CONC.

CONC.BLOCKRW

WV

UP#

61198

CONC.WALK

G R

A V

E L

CONC.

GRAVEL

GV

GV

WV

G R

A V

E L

UP#

61197BB

C O

N C

. W A

L K

L O

G S

L O

G S D

IR

T

D R

IV

E

SHED

CONC.

RW

RET. WALL

C O

N C

W. MAIN STREET

RET. WALL

2’ WIRE

MESH FENCE

GARDEN

5’ CLF

33.77

33.97

28.35

26.96

G R

A V

E L

D

IR

T

D R

IV

E

.3

33.91

.0

36.81

32.07

31.78

36.34

6’

CLF

36.75

36.09 3 .0

237.4

S H

E D

35.36

35.58

36.08

35.15

PLANTING

PLANTING

AREA

AREA

31.93

26.09

25.73

31.65

WOOD

RW

’ C

L F

’ C

L F

S H

E D

.0

31.1

.0

29.6

33.42 .0

UP#

PS1323BB

4’ CLF

’ C

L F

C

L F

G R

A S

S

’ C

L F

22.3

30.28

30.45 27.45

28.44

22.95

23.15

CONC.

BLK

RW

23.93

3’ CLF

3’ CLF

21.79

23.90

31.4

23.46

33.89 33.78

30.49

’ W

O O

D F

E N

C E

WOODPOST

METALPOST

4"G

4"G (ABAN.)

4"G (ABAN.)

4"G

4"G

4"G (ABAN.)

15"UP#

61281

CONC. WALK

2 STY.FR.

2 STY.FR.

2 STY.FR.

2 STY.FR.

INV 19.67

IN

V

.8

INV

20.02

R C P

INV

22.57

I N

V

.7

RIM

37.37

INV 21.79

12" CLAY

WV

2 1/2 STY.FR.

CONC.

SHED

WOODENSTEPS

GRAVEL

A S

P H

A

O N

E

R E

T . W

A L

O N

E

R E

T . W

A L

L

18"

12"

14"

10"

23"

15"

29"

36"

GRASS

13"

11"

6"

10"

9"8"

14"

8"

15"

9"

10"

GRASS

SHED

CONC.BLOCKRET. WALL

C L

F

GRASS

CONC.

WV

A S

P H

A L

T

ASPHALT

ATHLETIC

COURT

UP#

A61203

UP#

BT388BB

WV

METER

CONC. WALK

GRANITE CURB

CONC. CURB

A S

P H

A L

T

A S

P H

A L

T

WOODEN

STEPS

SHED

GRASS

METALPOST

METALPOST

CONC.BLOCKWALL

CONC.BLOCKWALL

CONC.BLOCK

BBQ

METALPOST

INV 21.81

16"

28"

33"

33"

9"

7"

GRASS

UP#

A60801BB

A S

P H

A L

T

14" 5"

30"

7"

4"

20" 25"

CONC. WALK

CONC. CURB

GV

UP#

61202

G R

A S

S

C O

N C

WOOD

12" 12"

6"

W. MAIN STREET

TREES

’ W

IR

E

F E

N C

E

’ W

IR

E

F E

N C

E

UP#

A60800B

3.5’

CLF

24.51

24.12

25.81

21.95

INV

19.95

INV

19.82

4’ WIRE FENCE

’ W

IR

E

F E

N C

E 4’

CLF

.5

30.8

.7

30.3

BENCH

C

L F

WOOD & METAL

RET. WALL

27.60

26.95

26.83 26.47

X X

38.61

GND T WAL

38.21

B BLK WAL

37.28

GW

37.11

G

RA

IL

36.95

PVMT

37.31

SSMH

36.82

EP

36.90

EP

37.38

GND

39.63

MAC 39.24

MAC

38.80

FC 4 CL

SAN RIM36.9

SAN RIM

38.04

G

G

A

B A

N

4"G

4"G (ABAN.)

4"G

PILE

20"

25"

13" 5"

6"

15"

14"

16"

20"

D I

A D

18"

30"

9"

8"

10"

ABANDONED R.R.

TREES

23.68

23.36

32.27 32.27

RR BO

RR BOX

A60801BB

UP#

864BB

TRANSMISSION

TOWER

RR BOX

A60801BB

UP#

864BB

TRANSMISSION

TOWER

AT&T

AT&T

AT&T

AT&T

AT&T

AT&T

AT&T

AT&T

AT&T

AT&T

F il e n a m e

S fi le ro o m

\c i

P lo t d a te

-J

U L

-2

:3

P lo t b y e e n d n a s

.0

:1

.0

S c a le

D e s c ri p ti o n

D a te

S y m b o l

A p f i l e r o o m c i v i l g r e e n c i v i l S e g m e n t

R l m r

C G

J u n e d g n e e n d n a s

S u b m i t t e d b y

J U

L

P l o t

D a t

A R

M Y

E N

G

IN

E E

R D

IS

T

R

R

P S

O F

E N

G I N

E E

W

Y O

R K

N

E W

Y O s ig n e d b n b d b b m it te d b e

R e w in g f il e n w in g c o d v ie w e d b

B

C

D

E

Sheet reference number:

F

G

H

A

B

C

D

G

H

8 7 6 5 4 3 2 01910

B O

U N

D B

R O

O K

N

E W

J E

R S

E Y

X X

X

X X

X 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

E

T

N

O

V I D

R

E E

N B

R O

O K

F L

O O

D D

A M

A G

E R

E D

U C

T

IO

N P

R O

J E

C T

J u n e

CG-101

CG-102

CG-103

CG-104

CG-105

N

KEY PLAN

S ta

.6

R

E l.

.3

S ta

.5

R

E l.

.1

30"R.C.C.P.

E x i s t i n g

M a c a d m r i v e w a y

T o R e m a i n

EXIST. MACADAM PARKING

LOT TO BE REMOVED

E x i s t

G r a v e l

D r i v e

T o R e m a i n

Utility Pole no wires

N

COACH’S

BOX

1.0’

PROPOSED FENCE

INFIELD

OUTFIELD

SAND

Utility Pole (typ.)

N

FOUL POLE

FOUL POLE

COACH’S

BOX

30’

5’

20’

10’

2 - 8’ TEAM BENCHES

4’

2 - 8’ TEAM BENCHES

INFIELD

OUTFIELD

SAND

LIMIT OF PVMT REMOVAL

SOCCER FIELD

(110 YD X 65 YD)

START

P

PK

P

HUB

P

HUB

P

CLOSE 7

P

CLOSE 2

P

%%42

%%42

%%42x x x x x

MB24

MB25

PB17

MB26

MB27

S ta

.7

S ta

.0

0 6

E

E

E

E

E

E

N 628650

N 628800

N 628950

N 629100

N 629250

E

E

E

E

E

N 629100

N 629250

N 629400

0 30 30 60FT 15

N

N 628950

SCALE: 1"=30’

S E

G M

E N

T R

E

E

N 629400

N 628650

N 628800

C C

-G B

F C

-7

M a tc h L in e S h e e t

N o C

G -1

RARITAN RIVER

P L

A N

S T

A

.2 t o S

T A

.9

CG-105

Railroad tracks have been removed by others

Construction Access Road

3#4AWG(USE)-2"C

(PVC COATED RGS)

Limit of Contractor’s Working Area

4’ Chain Link Fence

10’ linear

1 2 3 4 5 6

L e v e e a n d s lo p e a r r o w s u p d a te d

C o n tr a c to r s s ta g in g a r e a r e m o v e d

P la n l im it s c h a n g e d a n d r e f le c te d i n t it le b lo c k

N o te s r e v is e d

C h a in l in k f e n c e a d d e d a t e n d o f le v e e a t S ta ti o n

S h e e t n u m b e r u p d a te d i n t it le b lo c k

For General Notes, See Sheet G-101 For Alignment Data, See Sheet CS-401

For Levee Profile, See Sheet CG-201 For Cross Sections, See Sheets CG-301 through CG-304For Details of Drainage Structure No. 18, See Sheet C-504

For Cellular Confinement System Details, See Sheet C-509 For Erosion Control Plan, See Sheets CE-101 through CE-105

For Planting Plan, See Sheets LP-101 through LP-105 For Boring Log, See Sheets B-601 through B-604Replace existing RipRap downstream of floodwall and DS#17

For General Notes, See Sheet G-101

For Alignment Data, See Sheet CS-401

For Levee Profile, See Sheet CG-201

For Cross Sections, See Sheets CG-301 through CG-304

For Details of Drainage Structure No. 14, See Sheet C-501

For Cellular Confinement System Details, See Sheet C-509

For Erosion Control Plan, See Sheets CE-101 through CE-105

PILE

PILE

PILE

PILE

PILE

PILE

PILE

PILE

UNPAVED DRIVE

PILE

C L

F

CLF

ASPHALTPARKING

LOT

UP#

466BB

CONC. CURB

C.L.F. ONCONC. WALL

UP#

465BB

CLF

10"

UP# 30

8"

12"

10"

PILE

PILE

UP#

1556BB

PILE

PILE

PILE

PILE

CLF

ABANDONED RR

ABANDONED RR

ABANDONED RR

WV

CONC.

FDN.

UP#

1546BB

UP#

1545BB

UP#

1544BB

CONC. CURB

ASPHALT PARKING LOT

CONC. CURB

CONC. CURB

ASPHALT

CONC. CURB

GRASS

CLF

GRASS

OH

34.11 34.8

2TRANSMISSION

TOWER

OH

OH

OH

R

C P

D

I P

24.43 12" OUT

INV. 24.41 36" IN & OUT

GR. 28.74

INLET TYPE E

INV. 22.84 18" OUT

INV. 24.40 12" IN

RIM 28.88

STORM MH

R

C P

R

C P

INV. 22.58 OUT

INV. 22.60 IN

RIM 35.90

STORM MH

INV. 22.44 36" OUT

INV. 22.72 18" IN

INV. 22.44 36" IN

RIM 36.01

STORM MH

R

C P

INV. 22.00

RIM 33.39

STORM MH

28.88

MH

28.74

E INLET

33.39

DMH

36.01

DMH 35.90

DMH

36.46

IB 8-7.3 SET

36.77

37.50

37.10

36.71

36.18

35.32

36.25

28.52

27.92

28.19

DIRT ROAD

12"

7’ CHAIN LINK FENCE

xxx x x x xx

ASPHALTASPHALT

GRAVEL

S

T O

C K

A D

E

DWELLING

FRAME

1 1/2 STORY METAL COMMERCIAL

GRAVEL

RARITAN RIVER

C L A

Y

DIRT ROAD 35"

14" 36"

METAL

STORAGE

TRAIL

20"

5"

8"

GRAVEL

GRAVEL

GRAVEL35.36

35.13

INV

20.85

34.94

34.85

34.38

34.48

24.91

32.60

20.65

TRAV 18

N74^14’43"E 503.58

N73^58’19"E 549.77

RR BOX

ELEC. BOX

RR

RR SIGNAL

RR SIGNAL

UP#PS875BB

UP#

PS877BB

TOWER

ELEC. BOXRR

RR BOX

UP#

1557BB

C L A

Y

ELEC. BOX

RR

TEL.(AT&T)MARKER

RR SIGNAL

RR SIGNAL

RR SIGNAL

UP#PS875BB

UP#

PS877BB

TOWER

ELEC. BOXRR

INV

20.85 20.65

RIM 29.1

INV 21.4

30"

LP

INV 37.84

INV 37.79GR 40.89

INV 37.32GR 40.77

R

C P

I N

V

.6

12" RCPINV 36.66

8" C

L A

Y

C

L A

Y

IN

V

.5

RIM 39.90BOT 21.80

MET. RAILON CONCWALL

UP#

1547BB

L O

G S

L O

G S

GRASS

CLF

CB

OH

OH

RIM 40.30

C

L A

Y

41.51 T/W41.03 B/W

41.38 T/W41.03 B/W

8’ CLF

40.66 40.76

41.1840.30

.8

37.4

5’ CLF ONCONC. BASE

RARITAN RIVER

TRANSMISSION

TOWER

TOP OFWALL 24.45

C

L A

Y

INV

18.05

17"

8" 5"

4"8" 9"

10"

10"

12"

DIRT ROAD

BOUND BROOK BOROSOUTH BOUND BROOK BORO

N73^58’19"E 549.77

TRAV 19

AT&T

AT&T

AT&T

AT&TAT&T

AT&T

AT&T

AT&T

AT&T

A T

T

AT&T

48" W

48" W

48" W

48" W 48" W

48" W

48" W

NJT CABLE

NJT CABLE

NJT CABLE

10" CIP F.M.

10" C

IP

F .M

10" CIP F.M.‘

C

F

M

10" CIP F.M.‘ 10" CIP F.M.‘

10" CIP F.M

10" DIP F.M.

F il e n a m e

S fi le ro o m

\c i

P lo t d a te

-J

U L

-2

:3

P lo t b y e e n d n a s

.0

:1

.0

S c a le

D e s c ri p ti o n

D a te

S y m b o l

A p f i l e r o o m c i v i l g r e e n c i v i l S e g m e n t

R l m r

C G

J u n e d g n e e n d n a s

S u b m i t t e d b y

J U

L

P l o t

D a t

A R

M Y

E N

G

IN

E E

R D

IS

T

R

R

P S

O F

E N

G I N

E E

W

Y O

R K

N

E W

Y O s ig n e d b n b d b b m it te d b e

R e w in g f il e n w in g c o d v ie w e d b

B

C

D

E

Sheet reference number:

F

G

H

A

B

C

D

G

H

8 7 6 5 4 3 2 01910

B O

U N

D B

R O

O K

N

E W

J E

R S

E Y

X X

X

X X

X 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

E

T

N

O

V I D

R

E E

N B

R O

O K

F L

O O

D D

A M

A G

E R

E D

U C

T

IO

N P

R O

J E

C T

J u n e

CG-101

CG-102

CG-103

CG-104

CG-105

N

KEY PLAN

S ta

.7

R

E l.

.6

S ta

.5

R

E l.

.7

S ta

.4

R

E l.

.6

A.D. Gate Chamberwith 36"o

A.D. Gate Inv. El. 21.81

Inv. El. 21.31 out

Junction Chamber

Inv. El. 22.02+in (Exist.)

Inv. El. 22.00 out

Remove Exist.MH

El. 31.5

Drainage Structure No. 18

Sta 72+22.9R

Control MH with 36"x36" Motor

Operated Flush Bottom

Sluice Gate

Inv. El. 21.96 in Inv. El. 21.86 out

PB21

MB33

MB34

PB22

B2

MB35

B3

B4

RR1

0 7

0 7

S ta

.9

S ta

.8

S ta

.3

S ta

.4

2+

S ta

.5

.6

.9

CG-303

0 10 10 20FT

SCALE: 1’’= 10’

LEGEND:

6 5

5 EXCAVATION, COMMON

6 EXCAVATION, STRIPPING

7 COMPACTED FILL, COMMON

8 COMPACTED EMBANKMENT MATERIAL

9 CONCRETE

16 5" TOPSOIL & SEEDING

1 (Typ)

1 (Typ)

(Typ)

(Typ)

Parking Lot

1’-0"

1’-0"

B

ID

O P

T

IO

N

B

ID

O P

T

IO

N

O

C

T I O

D

O P

T I O

N

B

ID

O P

T

IO

N

1 2 3

B a s i c C o n t r a c t a n d

B i d

O p t i o n s h o w n

S t a t i o n l i m i t s c h a n g e d i n t i t l e b l o c k

P a v e d a r e a s s h o w n

S h e e t n u m b e r u p d a t e d i n t i t l e b l o c k

S e e p a g e f i n r e m o v e d f r o m

R

F il e n a m e

S fi le ro o m

\c i

P lo t d a te

-J

U L

-2

:3

P lo t b y e e n d n a s

.0

:1

.0

S c a le

D e s c ri p ti o n

D a te

S y m b o l

A p f i l e r o o m c i v i l g r e e n c i v i l S e g m e n t R l m r C

G

J u n e d g n e e n d n a s

S u b m i t t e d b y

J U

L

:3

P l o t

D a t

A R

M Y

E N

G

IN

E E

R D

IS

T

R

R

P S

O F

E N

G I N

E E

W

Y O

R K

N

E W

Y O s ig n e d b n b d b b m it te d b e

R e w in g f il e n w in g c o d v ie w e d b

B

C

D

E

Sheet reference number:

F

G

H

A

B

C

D

G

H

8 7 6 5 4 3 2 01910

B O

U N

D B

R O

O K

N

E W

J E

R S

E Y

X X

X

X X

X 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

E

T

N

O

V I D

R

E E

N B

R O

O K

F L

O O

D D

A M

A G

E R

E D

U C

T

IO

N P

R O

J E

C T

J u n e

0 20 40 60-20-40-60-80-100

58+00R

0 20 40 60-20-40-60-80-100

59+00R

0 20 40 60-20-40-60-80-100

60+00R

0 20 40 60-20-40-60-80-100

61+00R

0 20 40 60-20-40-60-80-100

62+00R

0 20 40 60-20-40-60-80-100

63+00R

0 20 40 60-20-40-60-80-100

64+00R

0 20 40 60-20-40-60-80-100

65+00R

0 20 40 50-20-40-50

66+00R

0 20 40 50-20-40-50

67+00R

0 20 40 50-20-40-50

68+00R

0 20 40 50-20-40-50

69+00R

L

2 1/2

1 (Typ.)

2 1/2

1 (Typ.)

Reference Line R and C of Levee

10’-0"

3’-0"

Generator BuildingPipe Rail

Parking area Reference Line R and C of Levee

Access rd to pumps

Seepage Fin

0 20 40 60-20-40-60-80-100

58+00R

0 20 40 60-20-40-60-80-100

59+00R

0 20 40 60-20-40-60-80-100

60+00R

0 20 40 60-20-40-60-80-100

61+00R

0 20 40 60-20-40-60-80-100

62+00R

0 20 40 60-20-40-60-80-100

63+00R

0 20 40 60-20-40-60-80-100

64+00R

0 20 40 60-20-40-60-80-100

65+00R

0 20 40 50-20-40-50

66+00R

0 20 40 50-20-40-50

67+00R

0 20 40 50-20-40-50

68+00R

0 20 40 50-20-40-50

69+00R

L

2 1/2

1 (Typ.)

2 1/2

1 (Typ.)

Reference Line R and C of Levee

10’-0"

3’-0"

Generator BuildingPipe Rail

Parking area Reference Line R and C of Levee

Access rd to pumps

C-501

SCALE: 1’’= 4’-0"

0 4’4’ 2’

A

I N

A G

E

S

T R

U C

T U

D

E T

A I

4"Cl

SECTION

B

4"Cl

26a

Handhold30

6" Typ.

30"x36" Aluminum Hatch Frame & Cover

Allow clearance for hatch frame angles.

4" Cl.1’

Inv. El. 25.67

SECTION

1’-0" 1’-0"

1’

Inv. El. 23.6 Inv. El. 24.2

SECTION 15

D

Structural Notes:

All reinforcing steel shown on this sheet shall be #5 bars @ 12" O.C. both ways.

All horizontal steel shall be continuous.

Installation Recess as Required by Gate Mfr.

(Asphalt Filled)

CONTROL MANHOLE

6" Cl.

CONTROL MANHOLE

A

15SECTION

1’-0"

1’-0"

4" Cl.

Inv. El. 25.13

Min. 1’ fill over top of pipe

5" Topsoil & Seeding Approximate Existing

Ground Surface 12" Excavation, Stripping

Reference Line "R"

& L of Levee

5" Topsoil &

Seeding

30"x36" Aluminum Hatch Frame & Cover

Allow clearance for hatch frame angles.

Top El. 42.32

Fixed Ladder, 17 Rungs Retractable Safety Post, not shown

Safety Railing

Gate Lift with Enclosed Gears, Stem Cover, Locking Device and Indicator þÿ�

B

B

2" Cl.

Concrete9

4’-0"

45^

45^

C

C

D

D

36a Elastomer Check Valve to fit 18" O Pipe

Erosion Control Blanket5 56

46 4’ Chain Link Fence

9"

1 1

OUTLET STRUCTURE

El. 19.68

4" Cl.

15 Geotextile

1’-0"

1’-0"1’-0"

1’-0"

1’-0"1’-0"

4" Cl.

þÿ�

INLET STRUCTURE

12" Excavation, Stripping

Inspection

Trench

S lo p e þÿ�1 � �o

S lo p e þÿ �1

�o

Inv. El. 25.10

El.23.37

Top El. 27.42

F L

O W fL O

W

5’ -1

1"

-1

El. 28.84

4’-0"

4’ -0

Exist. 36" o water main Top of Pipe el. 23.33

6"

4" Cl.

4’-0"

9" 9"

1’-0"1’-0"

Sta. 37+16.06R

Sta. 37+09.33R

10’-0"

2’-3"

El. 26.75

El. 26.75

PLAN

A

A

45^

45^

18"x18" Motor Operated

Flush Bottom Sluice Gate 34a

26a

El. 25.61

El. 21.61

Outlet Inv. El. 24.2

M in c o v e r o v e r w a te r m a in

Notes:

Coordinate with NJ American Water on all work in vicinity of water main.

4’-0"

9"

9"

6’-6"

4’-0" 1’-3"1’-3"

N

36" WATER MAIN

61.6’

18" O RCP

86.7 L.F.

18" O RCP

47 L.F.

For General Notes, See Sheet G-101For Alignment Data, See Sheet CS-401

For Plan of Improvement, See Sheets C-101 through C-105 For Levee Profile, See Sheet CG-201

For Cross Sections, See Sheets CG-301 through CG-304 For Cellular Confinement System Details, See Sheet C-509

For Erosion Control Plan, See Sheets CE-101 through CE-105 For Planting Plan, See Sheets LP-101 through LP-105

For Boring Log, See Sheets B-601 through B-604

9"

46 4’ Chain Link Fence

Cellular Confinement System (CCS)

11 RipRap

El. 25.73

El. 25.73

Note: CCS, Erosion Control Blanket, and Geotextile will extend 6" beyond the Perimeter of the RipRap

M i s s i n g d e t a i l s a d d e d a n d n o t e s r e v i s e d

F il e n a m e

S fi le ro o m

\c i

P lo t d a te

-J

U L

-2

:3

P lo t b y e e n d n a s

.0

:1

.0

S c a le

D e s c ri p ti o n

D a te

S y m b o l

A p f i l e r o o m c i v i l g r e e n c i v i l S e g m e n t R l m r c s t

J u n e d g n e e n d n a s

S u b m i t t e d b y

J U

L

P l o t

D a t

A R

M Y

E N

G

IN

E E

R D

IS

T

R

R

P S

O F

E N

G I N

E E

W

Y O

R K

N

E W

Y O s ig n e d b n b d b b m it te d b e

R e w in g f il e n w in g c o d v ie w e d b

B

C

D

E

Sheet reference number:

F

G

H

A

B

C

D

G

H

8 7 6 5 4 3 2 01910

B O

U N

D B

R O

O K

N

E W

J E

R S

E Y

X X

X

X X

X 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

E

T

N

O

V I D

R

E E

N B

R O

O K

F L

O O

D D

A M

A G

E R

E D

U C

T

IO

N P

R O

J E

C T

J u n e

2’-6"

Sta 37+16.06

.2

Inv. El. 22.8

Inv. El. 22.33

36" O RCP

SCALE: 1’’= 4’-0"

0 4’4’ 2’

Structural Notes:

All reinforcing steel shown on this sheet shall be #5 bars @ 12" O.C. both ways.

All horizontal steel shall be continuous.

D R

A I N

A G

E S

T R

U C

T U

R E

N o

D

E T

A I L

S

C-502

34a

Gate Lift with Enclosed Gears, Stem

Cover, Locking Device and Indicator

45 Safety Railing

Installation Recess as

Required by Gate Mfr.

(Asphalt Filled)

1’-0"

1’-0"1

1 1

30"x60" Aluminum Hatch Frame & Cover

Allow clearance for hatch frame angles.

26a

2" Cl.

Top El. 42.21

Fixed Ladder, 16 Rungs

Retractable Safety Post, not shown Concrete9 þÿ�

8 Compacted Embankment

Material þÿ�

Reference Line "R"

& L of Levee c

5" Topsoil & Seeding

/36" O RCP37c

Approximate Existing

Ground Surface

12" Excavation, Stripping

Inv. El. 22.64

B

B

36a

D

D

C

C

A

16 3

S lo p e þÿ �1

�o

A

S lo p e þÿ �1

�o

1 1

OUTLET STRUCTURE

El. 17.50

4" Cl.

1’-0"

1’-0"1’-0"

36a Elastomer Check Valve to fit 36" O Pipe

Top El. 27.16

9"

46 4’ Chain Link Fence

1’-0"

1’-0"1’-0"

4" Cl.

6 12" Excavation, Stripping

Inv. El. 22.8

Inv. El. 22.33 El. 21.67

/36" O RCP37c

El. 21.50

Inv. El. 22..62

Sta. 41+34.14R

6’ -3

El. 25.7

36"x36" Motor Operated

Flush Bottom Sluice Gate el.. 23.6

el. 23.6

Top of Existing 36" water main

El. 20.66 m in c o v e r o v e r w a te r m a in

6" Cl.

4" Cl.

N

INLET

CONTROL STRUCTURE

OUTLET

PLAN

SECTION A/16

SECTION

C

SECTION

B

SECTION D

45^

45^

’-3

6’-3"

10’-0"

Begin transition to 6’ wide toe ditch

For General Notes, See Sheet G-101 For Alignment Data, See Sheet CS-401

For Plan of Improvement, See Sheets C-101 through C-105 For Levee Profile, See Sheet CG-201For Cross Sections, See Sheets CG-301 through CG-304

For Cellular Confinement System Details, See Sheet C-509 For Erosion Control Plan, See Sheets CE-101 through CE-105

For Planting Plan, See Sheets LP-101 through LP-105 For Boring Log, See Sheets B-601 through B-604

D e s c ri p ti o n

D a te

S y m b o l

A p p r.

Erosion Control Blanket56

15 Geotextile

Cellular Confinement System (CCS)

11 RipRap

Note: CCS, Erosion Control Blanket, and Geotextile will extend 6" beyond the Perimeter of the RipRap

46 4’ Chain Link Fence

1’-0"

Min. 1’ fill over top of pipe

5" Topsoil & Seeding

12" Excavation, Stripping

M i s s i n g d e t a i l s a d d e d a n d n o t e s r e v i s e d

F il e n a m e

S fi le ro o m

\c i

P lo t d a te

-J

U L

-2

:3

P lo t b y e e n d n a s

.0

:1

.0

S c a le

D e s c ri p ti o n

D a te

S y m b o l

A p f i l e r o o m c i v i l g r e e n c i v i l S e g m e n t R l m r c s t

J u n e d g n e e n d n a s

S u b m i t t e d b y

J U

L

P l o t

D a t

A R

M Y

E N

G

IN

E E

R D

IS

T

R

R

P S

O F

E N

G I N

E E

W

Y O

R K

N

E W

Y O s ig n e d b n b d b b m it te d b e

R e w in g f il e n w in g c o d v ie w e d b

B

C

D

E

Sheet reference number:

F

G

H

A

B

C

D

G

H

8 7 6 5 4 3 2 01910

B O

U N

D B

R O

O K

N

E W

J E

R S

E Y

X X

X

X X

X 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

E

T

I N

O

V I D

R

E E

N B

R O

O K

F L

O O

D D

A M

A G

E R

E D

U C

T

IO

N P

R O

J E

C T

J u n e

2’-6"

45Safety Railing31

30Handhold

6" Typ.

’-6

’-3

2’-3"

16SECTION C1’ 1’

9"

6’-0"

9"

36"

1’

Inv. El. 24.2

SECTION 15

D

4" Cl.

12" þÿ�4� þÿ�2 þ ÿ þ ÿ

SECTION 12

Inv. El. 28.77

Inv. El. 28.35

36"

6’-0"

9" 9"

1’ 1’

DRAINAGE STRUCTURE 16 PLAN

DRAINAGE STRUCTURE 17 PLAN

C-503

T

A I

A

I N

A G

E

S

T R

U C

T U s

45 Safety Railing31

30 Handhold

6" Typ.

’-6

’-3

2’-3"

EXISTING 36" O STORM PIPE

4’-0"

6’-6"

4"Cl

4"Cl

1’-3"1’-3"

SECTION

B

1’ 1

26a

B B

EXISTING PIPE INVERT UNKNOWN

VERIFY IN FIELD

SCALE: 1’’= 4’-0"

0 4’4’ 2’

Inv. El. 26.0

Inv. El. 24.0

SECTION 17

1’1

8 Compacted Embankment

Material

4" Cl.

Installation Recess as

Required by Gate Mfr.

(Asphalt Filled)

6" Cl. 85

Approximate Existing

Ground Surface

6 12" Excavation, Stripping

Reference Line "R"

& L of Levee c

2" Cl.

Fixed Ladder, 25 Rungs Retractable Safety Post, not shown

Safety Railing

33a

Gate Lift with Enclosed Gears, Stem Cover, Locking Device and Indicator þÿ� þÿ�

165" Topsoil & Seeding

Compacted Embankment Material

5" Topsoil & Seeding

Existing 36" O RCP

EXISTING MANHOLE

4’-0"

1’-3" 1’-6"

6’-9"

D

30"x42" Aluminum Hatch Frame & Coer

Handhold

Fixed Ladder, 5 rungs

2’-6"

Elastomer Check Valve to fit 24" O Pipe

Elastomer Check Valve to fit 24" O Pipe

Reference Line R and L of FloodwallC

2’-6"

A

A

DRAINAGE STRUCTURE 16

SECTION A/17

DRAINAGE STRUCTURE 17

SECTION C/17

C C

N

N

Sta. 64+73.97

Center Line of Levee

Cellular Confinement System

Cellular Confinement System

Sta. 70+15.85

For General Notes, See Sheet G-101 For Alignment Data, See Sheet CS-401For Plan of Improvement, See Sheets C-101 through C-105

For Levee Profile, See Sheet CG-201 For Cross Sections, See Sheets CG-301 through CG-304

For Cellular Confinement System Details, See Sheet C-509 For Erosion Control Plan, See Sheets CE-101 through CE-105

For Planting Plan, See Sheets LP-101 through LP-105 For Boring Log, See Sheets B-601 through B-604

36"x36" Motor Operated

Flush Bottom Sluice Gate

S

L U

I C

E G

A T

E S

S H

O W

N T

O B

E M

O T

O R

O P

E R

A T

E D

S

B

33b 24’X24" Motor

Operated Flush

Bottom Sluice Gate

Structural Notes:

All reinforcing steel shown on this sheet shall be #5 bars @ 12" O.C. both ways.

All horizontal steel shall be continuous.

Structural Notes:

All reinforcing steel shown on this sheet shall be #5 bars @ 12" O.C. both ways.

All horizontal steel shall be continuous.

2 3 S t r u c t u r a l n o t e s a d d e d f o r D

S

D S

M i s s i n g d e t a i l s a d d e d a n d n o t e s r e v i s e d

N o t e r e v i s i o n

F il e n a m e

S fi le ro o m

\c i

P lo t d a te

-J

U L

-2

:3

P lo t b y e e n d n a s

.0

:1

.0

S c a le

D e s c ri p ti o n

D a te

S y m b o l

A p f i l e r o o m c i v i l g r e e n c i v i l S e g m e n t R l m r c s t

J u n e d g n e e n d n a s

S u b m i t t e d b y

J U

L

P l o t

D a t

A R

M Y

E N

G

IN

E E

R D

IS

T

R

R

P S

O F

E N

G I N

E E

W

Y O

R K

N

E W

Y O s ig n e d b n b d b b m it te d b e

R e w in g f il e n w in g c o d v ie w e d b

B

C

D

E

Sheet reference number:

F

G

H

A

B

C

D

G

H

8 7 6 5 4 3 2 01910

B O

U N

D B

R O

O K

N

E W

J E

R S

E Y

X X

X

X X

X 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

E

T

N

O

V I D

R

E E

N B

R O

O K

F L

O O

D D

A M

A G

E R

E D

U C

T

IO

N P

R O

J E

C T

J u n e

In v E l.

.3

E x is t.

SCALE: 1’’= 4’-0"

0 4’4’ 2’

Structural Notes:

All reinforcing steel shown on this sheet shall be #5 bars @ 12" O.C. both ways.All horizontal steel shall be continuous.

For General Notes, See Sheet G-101 For Alignment Data, See Sheet CS-402

For Plan of Improvement, See Sheets C-101 through C-105 For Levee Profile, See Sheet CG-201For Cross Sections, See Sheets CG-301 through CG-303

For Cellular Confinement System Details, See Sheet C-503 For Erosion Control Plan, See Sheets CE-101 through CE-104

For Planting Plan, See Sheets LP-101 through LP-104 For Boring Log, See Sheets B-601 and B-602

1’-0"

1’-0"

4" Cl

4" Cl

4" Cl

6" Cl

Inv. El. 19.57

2 1/2 (TYP)

Top El. 27.68

1’-0"

1’-0"

4" Cl

4" Cl

4" Cl

6" Cl

Inv. El. 19.42

2 1/2 (TYP)

Top El. 27.50

AUTOMATIC DRAINAGE (AD) GATE

TO FIT 72" ROUND PIPE (NOT SHOWN)

P i p e U n d e r n e a t h A c c e s s R a m p

D e ta il s

C-505

19SECTION

B

SECTION A/19

19SECTION

C

1 8

OUTLET STRUCTURE

El. 19.57

4" Cl.15 Geotextile

Erosion Control Blanket

Cellular Confinement System

46 4’ Chain Link Fence

El. 27.68

1’

12 ’ 12’

El. 19.42

4" Cl. 15Geotextile

Erosion Control Blanket

Cellular Confinement System

46 4’ Chain Link Fence

El. 27.50

1’

El 23.41

El 21.72

El 26.0

El 26.0

11’-2"

5’ -8

/6

/6

6’ -1

1"

5’-6"

B

B

C

C

N o te d e le te d

F il e n a m e

S fi le ro o m

\c i

P lo t d a te

-J

U L

-2

:3

P lo t b y e e n d n a s

.0

:1

.0

S c a le

D e s c ri p ti o n

D a te

S y m b o l

A p f i l e r o o m c i v i l g r e e n c i v i l S e g m e n t R l m r c s t d i t c h

J u n e d g n e e n d n a s

S u b m i t t e d b y

J U

L

P l o t

D a t

A R

M Y

E N

G

IN

E E

R D

IS

T

R

R

P S

O F

E N

G I N

E E

W

Y O

R K

N

E W

Y O s ig n e d b n b d b b m it te d b e

R e w in g f il e n w in g c o d v ie w e d b

B

C

D

E

Sheet reference number:

F

G

H

A

B

C

D

G

H

8 7 6 5 4 3 2 01910

B O

U N

D B

R O

O K

N

E W

J E

R S

E Y

X X

X

X X

X 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

E

T

N

O

V I D

R

E E

N B

R O

O K

F L

O O

D D

A M

A G

E R

E D

U C

T

IO

N P

R O

J E

C T

J u n e

DIMENSION (in.)

A x A1 þÿ ��"� �A�L�U�M�I�N�U�M�

A1

A

HEAVY DUTY BRASS HINGE WITH

þÿ &�"� �S�T�A�I�N�L�E�

H O

L D

O P

E N

A R

M

HOLD OPEN ARM

LIFT HANDLE

Not to Scale

30"x36" (SINGLE LEAF)

30"x42" (SINGLE LEAF)

Note:

All hatches shall be oriented with hinges along unprotected side of improvement, as shown on plans. See sheets 19 to 23.

NOTES:

1.) MATERIAL SHALL BE 6061-T6 ALUMINUM FOR BARS,

þÿ�A�N�G�L�E�S�,� �A�N�D� �E�X�T�R�U�S�I�O�N�S�.

BE 5086 ALUMINUM.

2.) ALL HATCHES SHALL BE LIGHT DUTY UNITS AND SHALL

BE DESIGNED FOR A LIVE LOAD OF 300 LBS./SQ.FT.

3.) FRAME SHALL BE OF EXTRUDED ALUMINUM WITH A

CONTINUOUS ANCHOR FLANGE.

4.) EACH HATCH DOOR SHALL BE EQUIPPED WITH A

HOLD OPEN ARM. DOORS SHALL LOCK IN THE 90 DEGREE

POSITION. HOLD OPEN ARM SHALL HAVE A VINYL GRIP

þÿ�H�A�N�D�L�E� �A�N�D� �B�E� �F�A�S�T�E�N�E�D�

GRADE 316 STAINLESS STEEL BOLT.

5.) HINGES SHALL BE OF HEAVY DUTY DESIGN.

MATERIAL SHALL BE BRASS ALLOY WITH A 65,000 P.S.I.

TENSILE STRENGTH. EACH HINGE SHALL HAVE A GRADE

þÿ�3�1�6� �S�T�A�I�N�L�E�S�S� �S�T�E�E�L�, &�"� �D

SHALL BE FASTENED TO THE FRAME AND DIAMOND PLATE

WITH GRADE 316 STAINLESS STEEL BOLTS AND LOCK NUTS.

6.) EACH HATCH SHALL BE SUPPLIED WITH AN EXPOSED

PADLOCK CLIP.

7.) EACH HATCH DOOR SHALL BE EQUIPPED WITH A LIFT

HANDLE. LIFT HANDLE SHALL BE FLUSH WITH THE TOP

þÿ�O�F� �T�H�E� ��"� �D�

8.) ALLUMINUM SHALL BE SUPPLIED WITH A MILL FINISH.

EXPOSED PADLOCK CLIP

S q u a r e

" 6" Min.

V a r ie s

"F" Section Wall Thimble

Flat Frame & Sluice Gate

Not Shown

Invert

Provide Recess For Flush

Bottom Sluice Gate Installation where Indicate.

SECTION THRU WALL OPENING

FOR SLUICE GATE

Not to Scale

(Typ.)

þÿ�1���"� �x &�"� �b þÿ���"� �O� �b�a�

ELEVATION

þÿ b þÿ���"� �R�e�m�o�v�a�b�l�e þÿ 0�"� �(

PLAN

9" +

3’-0" + h þÿ

Top of Cage

Slope to follow slope of wingwall

Approximate Outline of

Inlet or Outlet Structure

SECTION

REMOVABLE SAFETY CAGE SCHEDULE

6"

Not to Scale

SECTION THRU ELASTOMER CHECK VALVE

V a r ie s

Invert

Elastomer Check Valve

Steel Compression Bands þÿ�2�4� ���

Breaker þÿ�2�4� ���

Breaker þÿ�2�4� ���"� �B�o�

Follow Mfr.’s instructions for Cuff Slip-On Length

22 REMOVABLE SAFETY CAGE DETAIL (5 REQ’D)

Not to Scale

Note: Safety Cage on Upstream end of pipe only.

M

S

C E

L L

A N

E O

T

A I L

S

N o

C-507

V a r ie s

S q u a r e

6" Min

1" Min

Invert

A.D. Gate

Anchor Bolt

Not to Scale

SECTION THRU A.D. GATE

Note:

Detail is for Cast Iron A.D. Gate.

For other types follow Manufacturer’s recommendations þÿ���"�

Breaker

ALUMINUM HATCH FRAME & COVER

DETAIL FOR DRAINAGE STRUCTURES

T

I T

T L

E R

E V

I S

E S

B

S

B M

IS

C

R

E V

IS

IO

N S

LC

LC

CL

CL

CONCRETE FOUNDATION

FIN. GR.

TERMINAL LOCK POST, 6" þÿ�ÿ� (NOM.)

SCHED. 40. FILL WITH CONC.

LOCK HOUSING, 6" þÿ�ÿ� (NOM.), WELD

TO BOTTOM PLATE

BOTTOM PLATE, 3/8" STL. WELD

TO POST

CROSSBAR WITH 2" HOLE FOR PIN

LOCK PIN, 3/8" þÿ�ÿ� , 8

" LONG

WITH 1/2" HOLE TO ACCEPT

LOCK SHACKLE. (SEE SPEC.

FOR SHACKLE TYPE) END OF

PIN IS FLARED TO PREVENT

COMPLETE REMOVAL OF PIN

FROM LOCK POST.

DIAGONAL BRACE, 3/8" STL. WELDED

1/2" STL. CAP, WELDED TO POST

ELEVATION

CONCRETE FOUNDATION

1/2" COLLAR WELDED TO

TERMINAL POST, GREASED

DIAGONAL BRACE , 4" þÿ�ÿ� PIPE

WELDED TO SLEEVE POST

& CROSSBAR

5" þÿ�ÿ� (NOMINAL) PIPE, SCHED 80, O.D. 5.563", FILL WITH CONC.

TERMINAL POST

6" þÿ�ÿ� (NOMINAL) PIPE, SCHED 40

(I.D. 6..65) SLEEVE POST

PIVOT BOLT, 1/2" þÿ�ÿ� , 5 1"

2 LONG

GALV. CARRIAGE BOLT, SET ON

AXIS, HEAD SET 1/2" ABOVE POST TOP

PLAN

CROSSBAR, 4" þÿ�ÿ� PIPE WELDED

TO SLEEVE POST

LC

ELEVATION

NOTES

1. BACKFILL & COMPACT SOIL AROUND

FOOTINGS BEFORE INSTALLING GATE.

TERMINAL HINGLE

POST & SLEEVE2

FIN. GR.

#4 REBAR, 12" O.C. B.W.

EACH SIDE, 2" CLEAR

(TYP.)

CONCRETE FOUNDATION (TYP.)

TERMINAL

LOCK POST

#6 REBAR, 12" LONG

PLACED IN OPPOSITE

DIRECTIONS (TYP.)

LC

C L

PLAN

C L

CL LC

CROSSBAR

TERMINAL HINGE

POST & SLEEVE

TERMINAL LOCK

POST (TYP.)

2’-0"

91 2"5"91 2"

" 1

6"

3"21 2"

6"7"

2’-0"

91 2"5"91 2"

6"

14’-0"

8"

6"

1’-6"

14’-0"

2’-0"9"

9"

1’-6"

2’-0"

2’-0"

ELEVATION

PLAN

SEE DETAIL B SEE DETAIL A

DETAIL A

DETAIL B

Not to Scale

44 VEHICLE BARRIER GATE

N e w v e h i c l e b a r r i e r g a t e d e t a i l s

3 4 D e t a i l f o r l e v e e s u r f a c i n g m o v e d t o

S h e e t

C

LOCATION

DRAINAGE STRUCTURE No. 14

DRAINAGE STRUCTURE No. 15

DRAINAGE STRUCTURE No. 17

DRAINAGE STRUCTURE No. 19

PIPE UNDER ACCESS RAMP

PIPE SIZE

18"o

36"o

24"o

42"o

72"o

T a b l e e x p a n d e d t o i n c l u d e p i p e r u n n i n g u n d e r n e a t h a c c e s s r a m p o n S h e e t C

F il e n a m e

S fi le ro o m

\c i

P lo t d a te

-J

U L

-2

:3

P lo t b y e e n d n a s

.0

:1

.0

S c a le

D e s c ri p ti o n

D a te

S y m b o l

A p f i l e r o o m c i v i l g r e e n c i v i l S e g m e n t

R

L

M R

C

J u n e d g n e e n d n a s

S u b m i t t e d b y

J U

L

P l o t

D a t

A R

M Y

E N

G

IN

E E

R D

IS

T

R

R

P S

O F

E N

G I N

E E

W

Y O

R K

N

E W

Y O s ig n e d b n b d b b m it te d b e

R e w in g f il e n w in g c o d v ie w e d b

B

C

D

E

Sheet reference number:

F

G

H

A

B

C

D

G

H

8 7 6 5 4 3 2 01910

B O

U N

D B

R O

O K

N

E W

J E

R S

E Y

X X

X

X X

X 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

E

T

N

O

V I D

R

E E

N B

R O

O K

F L

O O

D D

A M

A G

E R

E D

U C

T

IO

N P

R O

J E

C T

J u n e

N

N

29100

N

N

0 E

E

E

E

E

E

E

E

E

E

0N

N

N

N

N

N

29100

N

N

E

E

E

N

N

N

E

E

N

C C

-G B

F C

-7

0 30 30 60FT

SCALE: 1 IN = 30 FEET

Riprap Outlet Protection

Length = 16’ from outlet width at outlet = 9’ width at end = 16’

1’ thick

D50=6"

Slope 1 on 2 1/2

Slope 1 on 2 1/2 S lo p e 1 on 2 1/2

Outfall Ditch # 14

Cellular Confinement System with Erosion Control Blanket

Drainage Structure No. 14

Sta. 37+10.70R

Control MH with 18"x18" Motor Operated

Flush Bottom Sluice Gate

Inv. El. 25.13 In

Inv. El. 25.10 Out

Outlet Structure with elastomeric check valve Inv. El. 24.2

Inv. 25.67

CE-101

E r o s io n C o n tr o l

P la n

MAINTENANCE WATERING OF GRASSED AREAS SHALL BE IN ACCORDANCE WITH SPECIFICATIONS

SHALL BE PERFORMED IMMEDIATELY OR AS DIRECTED BY THE COR.

MAINTENANCE: MAINTENANCE INSPECTIONS SHALL BE IN ACCORDANCE WITH "GENERAL

AND COMPLETION OF LANDSCAPING CONTRACTOR MAY REMOVE AND STABILIZE ALL

AREAS AND AS APPROVED BY THE C.O.R. THE

AFTER STABILIZATION OF GRADED

7. FINAL STABILIZATION OF WORK AREAS

OF WORK IS COMPLETED

STABILIZE AND SEED OR SOD AS EACH AREA

AS GRADING IS COMPLETED

NECESSARY.

PROTECTION, AND OTHER SESC MEASURES AS

HAY BALES, SEDIMENT TRAPS, INLET

INSTALL SILT FENCES AS INDICATED,

3. PRIOR TO SITEWORK CONSTRUCTION;

INSTALL SILT FENCING, HAY BALES, OR2. STOCKPILE AREAS

AS NECESSARY.

NECESSARY.

ACCORDANCE WITH PLANS OR AS

CLEAR AND STRIP SITE OR WORK AREA

1. PRIOR TO CLEARING AND GRUBBING

ACTIVITY

CONSTRUCTION

IMPLEMENTATION SCHEDULE

4. ROUGH GRADING

5. SITE GRADING

6. ROUTINE MAINTENANCE

INSTALL SILT FENCE & STABILIZED

CONSTRUCTION ENTRANCE

OTHER SESC MEASURES AS NECESSARY

AS REQUIRED TO INSTALL SESC MEASURES IN

MAINTAIN SILT FENCES AND OTHER SESC MEASURES

INSTALL SEDIMENT TRAPS OR ADD SESC MEASURES

SESC CONSIDERATION

PERFORM TEMPORARY SEEDING OR SODDING

SESC MEASURES.

PERMIT(S) FOR CONSTRUCTION ACTIVITIES. MAINTENANCE REPAIRS OR ADJUSTMENTS TO SESC MEASURES

SEQUENCE OF CONSTRUCTION

& SOIL EROSION & SEDIMENTATION CONTROL

LEGENDLEGEND

SILT FENCE

TEMPORARY STONE CHECK DAM

APPROXIMATE LIMIT OF DISTURBANCE

TEMPORARY STONE CHECK DAM

APPROXIMATE LIMIT OF

TURBIDITY BARRIER

HAY BALES

STABILIZED CONSTRUCTION ENTRANCE

CE-101

CE-102

CE-103

CE-104

CE-105

N

KEY PLAN

M a tc h L in e S h e e t N o . C

E -1

For General Notes, See Sheet G-101

For Alignment Data, See Sheet CS-401

For Levee Profile, See Sheet CG-201

For Cross Sections, See Sheets CG-301 through CG-304

For Details of Drainage Structure No. 14, See Sheet C-501

For Cellular Confinement System Details, See Sheet C-509

For Erosion Control Plan, See Sheets CE-101 through CE-105

El. 23.65 t a

.1

R t o

S t a

.8

R

CE-101

Limit of Contractor Working Area

P l a n s t a t i o n l i m i t s r e v i s e d i n t i t l e b l o c k

2 3 4 S i l t f e n c e s y m b o l r e v i s e d

L e v e e a l i g n m e n t a n d s l o p e a r r o w s c h a n g e d g e o t u b e s a n d a n c h o r t u b e s s h o w n s w a l e a l i g n m e n t u p s t r e a m

D S c h a n g e d

N o t e s r e v i s e d

S p o t e l e v a t i o n c h a n g e d t o

.6

LEGENDLEGEND

0 38+00 39+00 4

S ta

.7

S ta

.0

F il e n a m e

S fi le ro o m

\c i

P lo t d a te

-J

U L

-2

:3

P lo t b y e e n d n a s

.0

:1

.0

S c a le

D e s c ri p ti o n

D a te

S y m b o l

A p f i l e r o o m c i v i l g r e e n c i v i l S e g m e n t R l m r C

E

J u n e d g n e e n d n a s

S u b m i t t e d b y

J U

L

P l o t

D a t

A R

M Y

E N

G

IN

E E

R D

IS

T

R

R

P S

O F

E N

G I N

E E

W

Y O

R K

N

E W

Y O s ig n e d b n b d b b m it te d b e

R e w in g f il e n w in g c o d v ie w e d b

B

C

D

E

Sheet reference number:

F

G

H

A

B

C

D

G

H

8 7 6 5 4 3 2 01910

B O

U N

D B

R O

O K

N

E W

J E

R S

E Y

X X

X

X X

X 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

E

T

N

O

V I D

R

E E

N B

R O

O K

F L

O O

D D

A M

A G

E…